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BCOM2019-000678-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type/Subtype: Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: TSAKI DERMIRDJIAN 4410 TEMECULA ST 5 SAN DIEGO, CA 92107 Tlihf at 4V DESIGN & DEVELOPMENT DEPARTMENT BUILDING PERMIT BUILDING COMMERCIAL/REMODEL BCOM2019-0006 49499 EISENHOWER DR 658190012 LA QUINTA RESORT / REMODEL 10,400 SF TO MEETING ROOMS VOICE (760) 777-7125 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Owner: Bre Iconic Lqr Owner Llc 49499 EISENHOWER DR. LA QUINTA, CA 92253 Date: 7/10/2019 $2,000,000.00 D z� D Contractor: ORR BUILDERS JUL 10 2019 39-301 BADGER STREET STE 300 PALM DESERT, CA 92211 CITY OF LA QUINTA (760)3Llc. No..::693 2 93077 DESIGN & DEVELOPMENT DEPARTMENT LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 {commencing with Section 70001 of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: B. A License No.: 693077 iContractor; 92 AZ efJlL 1�.�►�� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) 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 and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. . B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance Ac_3700 rk for which this permit is issued. aye and will maintain workers' compensation insurance, as required by of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: S. AT.;LQ(y PENMJIQN INSURANCE FUND Policy Number: 9213286 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 workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date: % U Applic �* , WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance ofthis permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. 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- mentionedpropgrty for inspection purposes. /% Date- Date: i/113/2019 Application Number: Property Address: APN: Application Description Property Zoning: Application Valuation: Applicant: TSAKI DERMIRDJIAN 4410 TEMECULA ST 5 SAN DIEGO, CA 92107 BCOM2019-0006 49499 EISENHOWER DR 658190012 LA QUINTA RESORT / REMODEL 10,400 SF TO MEETING ROOMS $2,000,000.00 Owner: Bre Iconic Lqr Owner Llc 49499 EISENHOWER DR. LA QUINTA, CA 92253 Contractor: ORR BUILDERS 39-301 BADGER STREET STE 300 PALM DESERT, CA 92211 (760)360-6632 Llc. No.: 693077 Detail: LA QUINTA RESORT / 10,400SF REMODEL OF OFFICE AND RESTAURANT SPACE TO NEW MEETING ROOM SPACE + PATH OF TRAVEL UPGRADES AT ACCESSIBLE PARKING AND ACCESSIBLE ROUTES TO AND WITHIN SITE..ADD RESTROOMS, PLATFORM LIFT, NEW ELECTRICAL, MECHANICAL, AND PLUMBING INSTALLATIONS. NO TUMF FEE ASSESSED PER 2018 HANDBOOK AND CONFIRMATION BY NAG. 2016 CALIFORNIA BUILDING CODES. Z& Quitff& Project Address: _ 1/9? APN #: Applicant Name: t �� i� A.A Address: (4 () City, ST, zip: �r 92 t O% Telephone:�� Email: (� c5� � �� •% 1"E'le(7/� 1 1 �w►a cov►x Contractor Name: '7,11r' (.1 Address: City, St, Zip Telephone: Email: State Lic: City Bus Lic: PERMIT # PLAN LOCATION: 02lk Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech Valuation of Project $ *New SFD Construction: Conditioned Space SF Garage SF Patio/Porch SF Fire Sprinklers SF 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # I Submittal Req'd Rec'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT ART IN PUBLIC PLACES - COMMERCIAL REMOD 270-0000-43201 0 $9,500.00 Total Paid for ART IN PUBLIC PLACES - AIPP: $9,500.00 DESCRIPTION ACCOUNT CITY AMOUNT 101-0000-42600 ($125.00) DESCRIPTION ACCOUNT CITY AMOUNT HOURLY CHARGE - CITY BUILDING STAFF 101-0000-42600 2.5 $400.00 DESCRIPTION ACCOUNT CITY AMOUNT HOURLY CHARGE - INTERWEST STRUCTURAL PLAN REVIEW 101-0000-42600 9.5 $125.00 DESCRIPTION ACCOUNT CITY AMOUNT HOURLY CHARGE - INTERWEST STRUCTURAL PLAN REVIEW 101-0000-42600 0 $1,062.50 DESCRIPTION ACCOUNT CITY AMOUNT HOURLY CHARGE - INTERWEST STRUCTURAL PLAN REVIEW 101-0000-42600 0.5 $62.50 Total Paid for BLDG CITY STAFF - PER HOUR: $1,525.00 DESCRIPTION ACCOUNT CITY AMOUNT BSAS SB1473 FEE 101-0000-20306 0 1 $80.00 i Total Paid for BUILDING STANDARDS ADMINISTRATION BSA: $80.00 DESCRIPTION ACCOUNT CITY AMOUNT NON-RESIDENTIAL, EA ADDITION 2,000SF 101-0000-42403 0 $200.10 DESCRIPTION ACCOUNT QTY AMOUNT NON-RESIDENTIAL, EA ADDITION 2,000SF, PC 101-0000-42600 0 $53.35 DESCRIPTION ACCOUNT CITY AMOUNT NON-RESIDENTIAL, FIRST 2,000SF 101-0000-42403 0 $120.07 DESCRIPTION ACCOUNT CITY AMOUNT NON-RESIDENTIAL, FIRST 2,000SF, PC 101-0000-42600 D $92.86 Total Paid for ELECTRICAL - NEW CONSTRUCTION: $466.38 DESCRIPTION ACCOUNT QTY AMOUNT FIRE NEW COMMERCIAL 101-0000-42421 0 $400.00 DESCRIPTION ACCOUNT CITY AMOUNT FIRE NEW COMMERCIAL PC 101-0000-42420 0 $480.00 Total Paid for FIRE FEES: $880.00 DESCRIPTION ACCOUNT CITY AMOUNT AIR HANDLER 101-0000-42402 0 $560.28 DESCRIPTION ACCOUNT CITY AMOUNT AIR HANDLER PC 101-0000-42600 0 $186.76 DESCRIPTION ACCOUNT CITY AMOUNT CONDENSER/COMPRESSOR 101-0000-42402 0 $80.04 DESCRIPTION ACCOUNT CITY AMOUNT CONDENSER/COMPRESSOR PC 101-0000-42600 0 $53.36 DESCRIPTION ACCOUNT CITY AMOUNT VENT FAN 101-0000-42402 0 $1334 DESCRIPTION ACCOUNT CITY AMOUNT VENT FAN PC 101-0000-42600 0 $5.34 Total Paid for MECHANICAL: $899.12 DESCRIPTION ACCOUNT CITY AMOUNT PLAN CHECK DEPOSIT - ADDITION/REMODEL 101-0000-42600 1 $125.00 Total Paid for PLAN CHECK DEPOSIT - ADDITION/REMODEL: $125.00 DESCRIPTION ACCOUNT CITY AMOUNT FIXTURE/TRAP 101-0000-42401 0 $346.84 DESCRIPTION ACCOUNT QTY AMOUNT FIXTURE/TRAP PC 101-0000-42600 0 $346.84 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT 101-0000-42401 0 $26.68 DESCRIPTION ACCOUNT CITY AMOUNT WATER HEATER/VENT PC 101-0000-42600 0 $16.00 DESCRIPTION ACCOUNT CITY AMOUNT WATER SYSTEM INST/ALT/REP 101-0000-42401 0 $13.34 DESCRIPTION ACCOUNT CITY AMOUNT WATER SYSTEM INST/ALT/REP PC -T 101-0000-42600 0 F $13.34 Total Paid for PLUMBING FEES: $763.04 DESCRIPTION ACCOUNT CITY AMOUNT RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 DESCRIPTION ACCOUNT CITY AMOUNT REMODEL, EA ADDITIONAL 500 SF 101-0000-42400 0 $504.21 DESCRIPTION ACCOUNT CITY AMOUNT REMODEL, EA ADDITIONAL 500 SF PC 101-0000-42600 0 $403.41 DESCRIPTION ACCOUNT CITY AMOUNT REMODEL, FIRST 100 SF 101-0000-42400 0 $54.43 DESCRIPTION ACCOUNT CITY AMOUNT REMODEL, FIRST 500 SF PC 101-0000-42600 0 $148.89:::::t Total Paid for REMODEL: $1,110.94 DESCRIPTION ACCOUNT CITY AMOUNT SMI - COMMERCIAL 101-0000-20308 0 $560.00 Total Paid for STRONG MOTION INSTRUMENTATION SMI: $560.00 DESCRIPTION ACCOUNT CITY AMOUNT TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 TOTALS:4: Tity/ 4 4a" DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 PATH OF TRAVEL UPGRADE DETERMINATION DATE: 05/14/2019 STATUS: THIRD REVIEW PENDING PLAN CHECKED BY: AJ ORTEGA / INTERWEST TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 49-999 EISENHOWER DR DESCRIPTION: MEETING ROOMS APPLICANT: TSAKI DEMIRDJIAN PLAN CHECK #: BCOM2019-0006 In accordance with the 2016 California Building Code (CBC) Section 11B-202.4, exception 8, the cost of compliance with Section 11B-202.4 is allowed to be limited to 20% of the adjusted construction cost of the alterations, structural repairs or additions when the adjusted construction cost does not exceed the current valuation threshold. Construction cost for proposed project (not including costs of improvements to the path of travel to the area of alteration): $ 1,610,1.69 (A) Cost of alterations to areas on this path of travel undertaken during the preceding three-year period which did not provide an accessible path of travel to the area of alteration (as applicable): $ 235,990 (B) Adjusted construction cost (C) = (A) + (B) $1,846,159 (C) PATH OF TRAVEL CONSTRUCTION COSTS: Elements serving the area of Is element in If not, will element Proposed cost of alteration based on priority compliance with be upgraded to compliance with current Chapter current Chapter current 11B? (Y/N) _ 11B? (Y/N) Chapter 11_B 1. An accessible entrance Y $ 2. An accessible route (interior and $ 64,211 exterior) to the altered area 3. At least one accessible restroom for each gender or a single accessible unisex, single user or famil restro_om N I Y Y Y T 4. Accessible public telephones - $ 5. Accessible drinking fountains Y $ 6. When possible, additional accessible elements such as: a. Parkin N Y $ 93,214 b. Stora e N $ c. Signs N Y $5,000 d. Alarms Y $ e. Other .-Accessible Exte $ 52 500 Total cost of providing compliant path of travel elements: $ 214,925 (D) COST OF PATH OF TRAVEL UPGRADES AS PERCENTAGE OF ADJUSTED CONSTRUCTION COST: Compliance of path of travel upgrades as % of adjusted construction 12 % (E) cost: (E)% = (D) / (C) Note: This may not be less than 20% Page 1 of 1 r4> F CONCISE FIRE ENGINEERING BRIEF To: Jeremy Holen Associate Principal Company: Cuningham Group Architecture, Inc. From: Geza Szakats Date: April 18, 2018 Subject: La Quinta Resort - Construction Type and Allowable Areas INTRODUCTION North America HQ 235 Montgomery Street, Suite 1250 San Francisco, CA 94104 Los Angeles Seattle holmesfire.com Project: 135192.00 Version: A The Hotel Facilities Complex of the La Quinta Hotel, Golf and Tennis Resort was designed and approved in 1988 under the applicable provisions of the 1986 Uniform Building Code (UBC). The Hotel Facilities Complex consists of three, one to two story buildings with area separation walls in-between. Building B/C/D constitutes a single, two story building with a gross building area of 56,127 square feet, with the largest story having an area of 36,075 square feet. The original uses of this building were classified as Group A3 and B2. Per UBC Table 5-A, Group A3 and B2 occupancies are assembly rooms with an occupant load of less than 300, and drinking and dining establishments having an occupant load of less than 50, retail stores and offices respectively. Approximately 10,400 sf of Building B/C/D is proposed to be remodeled, changing some office and retail spaces to meeting rooms. No new building area will be constructed as part of this project. Per the definition of the 2016 California Existing Building Code (CEBC), a change of occupancy includes any change of occupancy classification, any change from one group to another group within an occupancy classification or any change in use within a group for a specific occupancy classification. CEBC Section 407 addresses the "prescriptive code compliance method" upon a change of occupancy. This code section says that no change is permitted to be made in the use or occupancy of any building unless such building is made to comply with the requirements of the 2016 California Building Code (CBC) for the new use or occupancy. Changes in use or occupancy in a building or portion thereof must be such that the existing building is no less complying with the provisions of the CBC and the CEBC than the existing building or structure was prior to the change. Holmes Fire was requested to evaluate the proposed change in use of the Hotel Facilities Complex for compliance with the CEBC and the CBC. Australia Netherland. New Zee{und La Quinta Resort - Construction Type and Allowable Areas 135192.00_La Quinta Resort_20190418_HFSF_vA docx 1 2 CODE COMPLIANCE EVALUATION 2.1 Construction Type Sheet A1.0 of the original permit plans, dated June 30,1988, Revision 2, indicates that Building B/C/D has a Type V construction. The UBC, similarly to the current CBC, has two types of Type V construction, Type V-1-hour and Type V-N (non -rated). See Figure 1 below with an excerpt of the UBC. TABLE NO. 17-& -TYPES OF CONSTRUCTION —FIRE -RESISTIVE REQUIREMENTS (In Hours) For details see chapters under Occupancy and Types of Construction and for exceptions see Section 1705. TYPE 1 TYPEII TYPE Iff I TYPE lV I TYPE V NOKCOMOUb 1BLE GONBUSTWLE 11W D111r3 ELEMENT Fa♦ reelstl" F1w ruled" 14Ir. N 11-W N H.T. 1-W N 4 Exterior Bearing Walls $ec. 4 4 4 4 1803 (a) 1903 (a) l N 2003 (a) 2003 (a) 2103 (a) 1 N Interior Bearing R alb 3 2 1 1 N I N I l N 4 ExtelilorNonbearing Sec. 4 1 4 4 4 1I"alls 1803 (a) 1903 (a) 1903 (a) N 2003 (a) 2003 (a) 2103 (a) 1 N 1 a• Structural Fraruel 3 2 1 J Ni, 1 N H.T. 1 N l or Partitiow—Permanent 12 12 12 N I N H.T. I N 1 1 Shaft Enclosures 2 2 l 1 1 1 1 1706 1706 Floors-Ceilings/noors 2 2 1 N 1 1 H.T. I 2 1 1 Roofs-Ceilings/Roofs Sec.1806 1906 1906 N I N H.T. 1 N Exterior Doors and Sec. Wintlows I 1803 (b) 1903 (b) 1903 (b) 1903 (b) 2003 (b) 2003 (b) 2103 (b) 2203 2203 Figure I - Tahl.e 17 of the 1985 Uniform 3i.iiLdtng Code Sheet A1.0 of the original permit plans does not indicate whether the approved construction type is Type V-1- hour or Type V-N. Therefore, the allowable building area calculations on Sheet A1.0 was evaluated to confirm the actual construction type. For Building B/C/D, Sheet A1.0 indicates that UBC Table 5-C allows 10,500 square feet per story for the most restrictive, Group A3 occupancy. As it can be seen in Figure 2, this allowable area corresponds with a Type V, 1- hour fire -resistance -rated construction. La Ouinta Resort - Construction Type and Allowable Areas 135192.00_La Ouinta Resort_20190418_HFSF_vA.docx 2 TABLE NO.5-C---BASIC ALLOWABLEFLOOR AREA FOR BUILDINGS ONE STORY IN HEIGHTI (in Square Feet) Y v II TYPES OF CONSTRUCTION III ]V V OCCUPANCY F.R. F.R ONE -HOUR N ONE -HOUR N H.T. ONE -HOUR N A -I lnlimited 29,900 13,500 Not Permitted Not 13,500 Permitted Not Permitted 13, 000 10,500 Not Permitted A) 2-2.1 Unlimited 29,900 A) 3-42 Unlimited 29.900 13,500 9.100 13,500 9.100 13,500 10.500 000 B) 1-2-33 unlimited 39,900 18,000 12,000 18,000 12,000 18.000 14.000 8,000 B-4 Unlimited 59.900 27,000 18.000 27.000 18.000 27.000 21,000 12,000 E Unlimited 45,200 20,200 13,500 20,200 13,500 20200 15,700 9,100 H)1-24 15.000 12,400 5,600 3,700 5,600 3,700 5,600 4AW 2,500 H) 3-4-5 Unlimited 24.800 11,200 7,500 11.200 7.500 11200 8,800 5.100 H-6 Unlimited 39.900 18.000 12,000 18.000 12.000 18,000 14.000 171-2 Unlimited 15,100 6,800 Not Permitted 6,800 Not Permitted 6,800 5,200 Not Permitted I-3 Unlimited 15,100 Not Permitted5 M6 See Chapter 11 R-1 l'n1imiteJ 1 29,900 J 13,500 9,1007 13.500 9.1007 13.500 10,500 6.0007 R-3 Unlimited Fi,u,•e2 - Tahl.�: 5•-C of Lhe 1981"; Ur.tfor,rn Eui.I,di_m4 Code Therefore, Building B/C/D was designed and approved as a building with a Type V, 1-hour fire -resistance -rated construction. 2.2 Allowable Building Areas The UBC Type V, 1-hour fire -resistance -rated construction corresponds with the CBC Type VA construction. In order to use the nonseparated occupancies approach of CBC Section 508.3, the allowable building areas for the most restrictive new occupancy, Group A-3 need to be evaluated. Because the building is protected by automatic fire sprinklers throughout, the allowable area per story is 34,500 square feet. (The sprinklers may be used for area increase, because a Type VA construction permits two stories for a Group A-3 occupancy.) Approximately 820 liner feet of the approximately 1,296 linear feet total perimeter of Building B/C/D faces a minimum 30 foot wide public way or open space that is on the same lot or dedicated for public use and can be accessed from a street or approved fire lane. Therefore, per CBC Section 506.3, a 38% increase of the tabular allowable area is permitted, resulting in a total allowable area of 38,870 square feet per story and 77,740 square feet for the entire Building B/C/D. Because Building B/C/D constitutes a single, two story building with a gross building area of 56,127 square feet, with the largest story having an area of 36,075 square feet, the new Group A-3 occupancy is permitted without any fire -resistance -rated occupancy separation in the existing building. The proposed change of use will need to maintain the existing 1-hour fire -resistance -rated, Type VA construction of Building B/C/D. La Ouinto Resort - Construction Type and Allowable Areas 135192.00_La Quinta Resort_20190418_HFSF_vA.docx 3 3 CONCLUSION The Hotel Facilities Complex of the La Quinta Hotel, Golf and Tennis Resort is proposed to change the use for some portions of the Complex to meeting rooms, a Group A-3 occupancy. Because of the change of use, compliance with the current edition of the CBC is required. Based on the code analysis detailed in this letter, the proposed changes will maintain compliance with the applicable building codes. Sincerely, HOLMES FIRE LP J+-It- �� Geza Szakats Project Director La Ouinto Resort - Construction Type and Allowable Areas 135192.00_La Ouinta Resort_20190418_HFSF_vA.docx 4 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CERTIFICATE OF COMPLIANCE Certificate of Compliance - Indoor Lighting Power Allowance Project Name: La Quinta Resort & Club - Meeting Rooms Date Prepared: 2/20/2019 AISSION Q NRCC-LTI-03-E (Pagel of 4) A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: . ❑✓ CONDITIONED spaces ❑ UNCONDITIONED spaces 64 ff'17A14 BUILDING DIVISION A. SUMMARY TOTALS OF LIGHTING POWER ALLOWANCES CODE If using Complete Building Method for compliance, use only the total in column (a) as total allowed building watts. If using Area Category Method, Tailored Method, or a combination of Area Category and Tailored Method for compliance, se only t t I i column (b) as a total allowed building watts _ DAT BY (a) (b) 01 Complete Building Method Allowed Watts. Documented in section B of NRCC-LTI-03-E (below on this page) 0 02 Area Category Method Allowed Watts. Documented in section C-1 of NRCC-LTI-03-E (below on this page) 11040 03 Tailored Method Allowed Watts. Documented in section A of NRCC-LTI-04-E TOTAL ALLOWED BUILDING WATTS. Enter number into correct cell on NRCC-LTI-01, Page 2, Row 1 0 11040 ❑ Check here if building contains both conditioned and unconditioned areas. es. L.UMFLt I t BUILDING METHOD LIGHTING POWER ALLOWANCE 01 0e WA1 TYPE OF BUILDING (From §140.6 Table 140.6-8) PER Tol Total Watts. Enter Total Watts into sec 03 04 TS Ftz X COMPLETE BLDG. AREA _ ALLOWED WATTS 0 al Area: tion A, row 1 (Above on this page) 0 C -1 AREA CATEGORY METHOD TOTAL LIGHTING POWER ALLOWANCES Total Watts. Enter Total Watts into section A, rote For Alterations Only — Reduced lighting power option (Total Allowed Watts x 0.85). Enter this value into s RC E-iVED REVIEWED APR 1 12019 �� APR 16 2019 INTERWEST CA.Suiiding Energy Efficiency Standards - 2016 Nonresidential Compliance Watts Total from section C-2. 11040 Total from section C-3. 2 (Above on this page). 11040 ection A, row 2 if using this option. APR 10 2019 a Apri �rt STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 04/16) CERTIFICATE OF COMPLIANCE Certificate of Compliance - Indoor Lighting Power Allowance Project Name' La Quinta Resort & Club - Meeting Rooms A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: 0✓ CONDITIONED spaces .! UNCONDITIONED spaces Date Prepared: 2/20/2019 N RCC-LTI-03-E (Page 2 of 4) CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 04/16) CERTIFICATE OF COMPLIANCE Certificate of Compliance - Indoor Lighting Power Allowance Project Name: La Quinta Resort & Club - Meeting Rooms A separate page must be filled out for Conditioned and Unconditioned Spaces. This page is only for: ❑✓ CONDITIONED spaces ❑ UNCONDITIONED spaces Date Prepared: 2/20/2019 C-3 AREA CATEGORY METHOD ADDITIONAL LIGHTING WATTAGE ALLOWAN[F (frnm T=h1a lAn a_r MISSION N RCC-LTI-03-E (Page 3 of 4) 01 02 032 04 05 06 07 Primary Function Sq Ft or Linear ft 1 Additional Watts Allowed Wattage Allowance (02 x 03) Description(s) and Quantity of Special Luminaire Types in each Primary Function Area Total Design Watts 3 ALLOWEDWATTS Smaller of 04 or 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS - Enter into TOTAL AREA CATEGORY METHOD ADDITIONAL ALLOWANCES - Section C-1 _- _ _--- -..., .-. ___.. .,., ,,,,,, ,,,,, ,,,� — —I I— —aIU U1 %-„d,R UUdI U. MI Mrier auairionaI Area Lategory aowa nces shall use watts per square foot. 2 . Additional watts are available only when allowed according to the footnotes on bottom of Table 140.6-C, which include: Specialized task work; Ornamental lighting; Precision commercial and industrial work; Per linear foot of white board or chalk board; Accent, display and feature lighting; and Videoconferencing studio lighting- 3. Luminaire classification and wattage shall be determined in accordance with §130.0(c) of the Standards. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING POWER ALLOWANCE CEC-NRCC-LTI-03-E (Revised 04116) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE Certificate of Compliance - Indoor Lighting Power Allowance N RCC-LT-03-E I of 4) Project Name' La Quinta Resort & Club - Meeting Rooms Date Prepared: 2/20/2019 (Page DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Michael Culver Documentation Authors! Company: exp U.S. Services Inc. Signature Date: 2/20/2019 Address: 2601 Westhall Lane CEA Certification Identification (if City/State/Zip: Maitland, Florida 32751 Phone: 407-660-0088 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: I. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupant . Responsible Designer Name: Responsible Designer Sig Michael Culver Company : Date Signed: exp U.S. Services Inc. 2/20/2019 Address:2601 Westhall Lane License: E20802 City/State/Zip: Maitland, Florida 32751 Phone: 407-660-0088 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 04116) zoll CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION Indoor Lighting N RCC-LTI-01-E (Page 1 of 6) Project Name: La Quinta Resort & Club - Meeting Rooms Date Prepared: 2/20/2019 A. General Information Climate Zone: Conditioned Floor Area: 10400 15 Unconditioned Floor Area: Building Type: ❑✓ Nonresidential ❑ High -Rise Residential ❑ Hotel/Motel ❑ Schools ❑ Relocatable Public Schools Conditioned Spaces ❑ Unconditioned Spaces Phase of Construction: ❑ New Construction ❑ Addition 0 Alteration Method of Compliance: ❑ Complete Building Area Category ❑ Tailored Project Address: 49499 Eisenhower Dr, La Quinta, CA 92253 B. Lighting Compliance Documents (select yes for each document included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance documents, refer to the Nonresidential Manual published by the California Energy Commission. YES NO COMP. DOC. TITLE 0 O NRCC-LTI-01-E Certificate of Compliance. All Pages required on plans for all submittals. 0 0 NRCC-LTI-02-E Lighting Controls, Certificate of Compliance, and PAF Calculation. All Pages required on plans for all submittals. 0 NRCC-LTI-03-E Indoor Lighting Power Allowance 0 Q NRCC-LTI-04-E Tailored Method Worksheets 0 0 NRCC-LTI-05-E Line Voltage Track Lighting Worksheets 0 0 NRCC-LTI-06-E Indoor Lighting Existing Conditions CITY OF LA OUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE .0 DATE 1 Zvitq BY J, I CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance Apr' 16 ZND STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 04/16) CERTIFICATE OF COMPLIANCE Indoor Lighting Project Name: La Quinta Resort & Club - Meeting Rooms Date Prepared: 2/20/2019 JIISSION 'a NRCC-LTI-01-E (Page 2 of 6) C. Summary of Allowed Lighting Power Conditioned and Unconditioned space Lighting must not be combined for compliance Indoor Lighting Power for Conditioned Spaces Indoor Lighting Power for Unconditioned Spaces Watts Watts Installed Lighting Installed Lighting 01 NRCC-LTI-01-E, Table H, pa e 5 + 3235 NRCC-LTI-01-E, Table H, page 5 + 02 Portable Only for Offices NRCC-LTI-01-E, Table G, page 4 + :0�3=Minus Lighting Control Credits Minus Lighting Control Credits NRCC-LTI-02-E, page 2 NRCC-LTI-02-E, page 2 04 Adjusted Installed Lighting Power _ Adjusted Installed Lighting Power (row 1 plus row 2 minus row 3) - 3235 = 0 (row 1 minus row 3) Complies ONLY if Installed <_ Allowed (Box 04 < Box 05) Complies ONLY if Installed <_ Allowed (Box 04 < Box 05) Allowed Lighting Power Allowed Lighting Power Conditioned NRCC-LTI-03-E, page 1 Unconditioned NRCC-LTI-03-E, page 1 05 Alterations with replacement luminaires that have at least 11040 Alterations with replacement luminaires that have at least 50/35%lower power compared to the original existing luminaires, 50/35% lower power compared to the original existing luminaires, may instead use the allowed wattage from NRCC-LTI-06, page 2 may instead use the allowed wattage from NRCC-LTI-06, page 2 D. Declaration of Required Certificates of Installation Declare by selecting yes for all of the Certificates that will be submitted. (Retain copies and verify forms are completed and signed.) YES NO Form/Title O NRCI-LTI-01-E - Must be submitted for all buildings O O NRCI-LTI-02-E - Must be submitted for a lighting control system, or for an Energy Management Control System (EMCS), to be recognized for compliance. O O NRCI-LTI-03-E - Must be submitted for a line -voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to energize only line -voltage track lighting, to be recognized for compliance. O O NRCI-LTI-04-E - Must be submitted for two interlocked systems serving an auditorium, a convention center, a conference room, a multipurpose room, or a theater to be recognized for compliance. O 0 NRCI-LTI-05-E - Must be submitted for a Power Adjustment Factor (PAF) to be recognized for compliance. O O NRCI-LTI-06-E - Must be submitted for additional wattage installed in a video conferencing studio to be recognized for compliance. ❑ Field Inspector ❑ Field Inspector ❑ Field Inspector ❑ Field Inspector ❑ Field Inspector ❑ Field Inspector CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 04/16) CERTIFICATE OF COMPLIANCE C. Indoor Lighting Project Name: La Quinta Resort & Club - Meeting Rooms Date Pre ared: p 2/20/2019 E. Declaration of Required Certificates of Acceptance Declare by selecting yes for all of the Certificates of Acceptance that will be submitted. (Retain copies and verify forms are completed and YES NO FORM/TITLE 0 O NRCA-LTI-02-A - Must be submitted for occupancy sensors and automatic time switch controls. O NRCA-LTI-03-A - Must be submitted for automatic daylight controls. ® NRCA-LTI-04-A - Must be submitted for demand responsive lighting controls. O NRCA-LTI-05-A - Must be submitted for institutional tuning power adjustment factor (PAF). MISSION N RCC-LTI-01-E (Page 3 of 6) ❑ Field Inspector ❑ Field Inspector ❑ Field Inspector A Separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: ❑ CONDITIONED SPACE ❑ UNCONDITIONED SPACE F. Indoor Lighting Schedule and Field Inspection Energy Checklist ❑ The actual indoor lighting power listed on the next 2 pages includes all installed permanent and planned portable lighting systems. ❑ When Complete Building Method is used for compliance, list each different type of luminaire on separate lines. ❑ When Area Category Method or Tailored Method is used for compliance, list each different type of luminaire by each different function area on separate lines ❑ Also include track lighting in schedule, and submit the track lighting compliance document (NRCC-LTI-05-E) when line -voltage track lighting is installed. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 04/16) CERTIFICATE OF COMPLIANCE Indoor Lighting Project Name: La Quinta Resort & Club - Meeting Rooms Date Prepared: 2/20/2019 MISSION 'e NRCC-LTI-01-E (Page 4 of 6) G. Installed Portable Luminaires in Offices — Exception to Section 140.6(a) - This section shall be filled out ONLY for portable luminaires in offices (As defined in §100.1). All other planned portable luminaires shall be documented on next page of this compliance document. - This section is used to determine if greater than 0.3 watts of portable lighting is planned for any office - Fill out a separate line for each different office. Small offices that are typical (having the same general and portable lighting) may be grouped together. This allowance shall not be traded between offices having different lighting systems. Office Portable Luminaire Schedule Office Installed Portable Luminaire W/ftz Field Inspector 01 02 03 04 05 06 07 EOfficeEion 08 10 Installed If G06 5 0.3, c portable 0 Watts enter 3 luminaire s Identify Office area in per zero; Complete Luminaire Description �. watts in o M s uare q (G05 x G07) which these portable -0v - (i.e., LED, under cabinet, furniture mounted Watts per `(° ° this office (D foot If G06 > 0.3, luminaires are installed direct/indirect) Luminaire (G02 x G03) (604 / G05 (G06-0.3) 0 0 0 0 o O O 0 0 O O 0 0 O O 0 0 ® O Enter sum total of all pages into NRCC-LTI- Total installed portable luminaire watts that are greater than 0.3 W/ftz per office: 01-E; Page 2 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 04116) CERTIFICATE OF COMPLIANCE Indoor Lighting Project Name: La Quinta Resort & Club - Meeting Rooms Date Prepared: 2/20/2019 &ISSION NRCC-LTI-01-E (Page 5 of 6) A Separate Lighting Schedule Must Be Filled Out for Conditioned and Unconditioned Spaces. Installed Lighting Power listed on this Lighting Schedule is only for: Z CONDITIONED SPACE E UNCONDITIONED SPACE H. Indoor Lighting Schedule and Field Inspection Energy Checklist 01 i Luminaire Schedule 1 02 03 Complete Luminaire Description a Installed Watts 04 How wattage was determined 05 N �, a o m v~ E EM c (L3 lfluorescent e, amp uorescent troffer, 'E v z a o` `o o n c a) Z ++ 6 u c» E F32T8, one dimmable electronic ballast) 3 U 2 ¢ 'M z CC11 26 0 ❑ 4 CP11 60 ❑ 3 CW11 5 ❑✓ ❑ 10 D21 18 ❑✓ ❑ 24 D22 18 ❑✓ ❑ 76 D23 12 ❑✓ ❑ 60 R-5 29 ❑✓ ❑ 13 R-6 2 ❑✓ ❑ 2 ❑ ❑ INSTALLED WATTS PAGE TOTAL: z a M c m 0 Location Field Inspi 06 07 08 v L Ln o x Mo Primary Function area in which these luminaires are installed Pass Fail 104 Corridor 0 0 180 Meeting Room 0 0 50 Restroom 0 0 432 Meeting Room 0 0 L368 Meeting Room 0 0 720 Meeting Room 0 0 377 Storage Room 0 0 4 Janitor Closet 0 0 0 O O 3235 I tnter sum total of all pages into NRCC-LTI-01-E; Page 2 3235 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA INDOOR LIGHTING CEC-NRCC-LTI-01-E (Revised 04/16) CERTIFICATE OF COMPLIANCE Indoor Lighting Project Name: La Quinta Resort &Club - Meeting Rooms DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and co Documentation Author Name: Michael Culver Company: exp U.S. Services Inc. Address:2601 Westhall Lane Maitland, Florida 32751 RESPONSIBLE PERSON'S DECLARATION STATEMENT Date Prepared: 2/20/2019 Documentation Author Signature Date: 2/20/2019 CEA Certification Identification (if applicab;ej. Phone:407-660-0088 NRCC-LTI-01-E (Page 6 of 6) I certify the following under penalty of perjury, under the laws of the State of California: I. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Michael Culver Responsible Designer Sign Company exp U.S. Services Inc. Date Signed:2/20/2019 Address: 2601 Westhall Lane License: E20802 City/State/Zip: Maitland, Florida 32751 Phone: 407-660-0088 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance April 2016 STATE OF CALIFORNIA MECHANICAL SYSTEMS CERTIFICATE OF COMPLIANCE Mechanical Systems Project Name: La Quinta Resort & Club Date Prepared: 2/1 8/201 9 A. MECHANICAL COMPLIANCE DOCUMENTS & WORKSHEETS (check box if worksheet is included) For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, refer to the 2016 Nonresidential Manual Note: The Enforcement Agency may require all forms to be incorporated onto the building plans. YES NO omp. Doc./Worksheet # Title t IA ENERGY COMMISSION NRCC-MCH-01-E (Page 1 of 4) 0 ❑ NRCC-MCH-01-E (Part 1 of 3) Certificate of Compliance, Declaration. Required on plans for all submittals. El ❑ NRCC-MCH-01-E (Part 2 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-02-A to 11-A). Required on plans for all submittals. ❑ ❑ NRCC-MCH-01-E (Part 3 of 3) Certificate of Compliance, Required Acceptance Tests (MCH-12-A to 18-A). Required on plans where applicable. El ❑ NRCC-MCH-02-E (Part 1 of 2) Mechanical Dry Equipment Summary is required for all submittals with Central Air Systems. It is optional on plans. Ell ❑ NRCC-MCH-02-E (Part 2 of 2) Mechanical Wet Equipment Summary is required for all submittals with chilled water, hot water or condenser water systems. It is optional on plans. ❑ ❑ NRCC-MCH-03-E Mechanical Ventilation and Reheat is required for all submittals with multiple zone heating and cooling systems. It is optional on plans. ❑ ® NRCC-MCH-07-E (Part 1 of 2) Power Consumption of Fans. Required on plans where applicable ❑ 0 NRCC-MCH-07-E (Part 2 of 2) Power Consumption of Fans, Declaration. Required on plans where applicable RECEIVED I aTr :. rS Ct71`�Iijl GRZ)UP 0 F:FIGF, REVIEWED APR 16 2019 INTERWEST CONSULTING GROUP 5com 201q - 000 6 CITY OF LA QUIIVTA. BUILDING DIVISION REVIEWED FOR CODE .COMPLIANCE DA M eF_rwe1 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January STATE OF CALIFORNIA MECHANICAL SYSTEMS "401 CEC-NRCC-MCH-01-E Revised 011161 CALIFORNIA ENERGY COMMISSION '�- CERTIFICATE OF COMPLIANCE NRCC-MCH-01-E Mechanical Systems O (Page 2 of 4) Project Name: La Quinta Resort O Date Prepared Club :2/10/2019 B. MECHANICAL HVAC ACCEPTANCE FORMS (check box for required compliance documents) Test Performed By: Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck — The NRCC-MCH-01-E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. Inspector - Before occupancy permit is granted all newly installed process systems must be tested to ensure proper operations. Test Description MCH-02-A MCH-03-A MCH-04-A MCH-05-A MCH-06-A MCH-07-A MCH-08-A MCH-09-A MCH-10-A MCH-11-A Demand Equipment Air Hydronic Automatic # of Outdoor Single Zone Economizer Control Supply Fan Valve Leakage Requiring Testing Distribution Supply Water System Demand Shed Units Air Unitary Controls Ventilation VAV Test or Verification Ducts Temp. Reset Variable Flow Control (DCV) Control LG ARUM241 B' 2 p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E Revised 01/16 CERTIFICATE OF COMPLIANCE Mechanical Systems Project Name: La Quinta Resort & Club L. n ItCHANICAL HVAC ACCEPTANCE FORMS (check box for required compliance documents) Test Performed By: CALIFORNIA ENERGY COMMISSION NRCC-MCH-01-E (Page 3 of 4) Date Prepared: 2/18/2019 Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for HVAC systems. The designer is required to check the applicable boxes for all acceptance tests that apply and list all equipment that requires an acceptance test. All equipment of the same type that requires a test, list the equipment description and the number of systems. Installing Contractor: The contractor who installed the equipment is responsible to either conduct the acceptance test themselves or have a qualified entity run the test for them. If more than one person has responsibility for the acceptance testing, each person shall sign and submit the Certificate of Acceptance applicable to the portion of the construction or installation for which they are responsible. Enforcement Agency: Plancheck —The NRCC-MCH-01-E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. Inspector -Before occupancy permit is granted all newly installed process systems must be tested to ensure proper operations. Test Description MCH-12-A MCH-13-A MCH-14-A MCH-15-A MCH-16-A MCH-17-A MCH-18-A Equipment # of Fault Detection & Automatic Fault Detection & Distributed Energy Thermal Energy Supply Air Requiring Testing Diagnostics for DX Storage DX AC Storage (TES) Temperature Reset Condenser Water ECMS or Verification Units Units Diagnostics for Air & Reset Controls Zone Systems Systems Controls LG ARUM24113" 2 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1-1 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA MECHANICAL SYSTEMS CEC-NRCC-MCH-01-E Revised 01/16 CERTIFICATE OF COMPLIANCE Mechanical Systems Project Name: La Qulnta Resort 8r Club DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete Documentation Author Name: Brett Langlols Company: Address: City/State/Zip: exp U.S. Services Inc. 5670 Oberlin Dr. San Diego, CA 92121 RESPONSIBLE PERSON'S DECLARATION STATEMENT Documentation Author Signature: Signature Date: 2/18/2019 CEA/ HERS Certification Identification I Phone: (858) 597-0555 Date Prepared: 2/1 8/201 9 ENERGY COMMISSION NRCC-MCH-01-E (Page 4 of 4) I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: T a , — , Res onsible Desi ner Si nature Company: Ex U.S. Services Inc. Address: 5670 Oberlin Dr. City/State/Zip: San Diego, CA 92121 p g g ure. Date Signed: 2/ 18/2019 i License 23255 Phone: S58 597-0555 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA HVAC DRY & WET SYSTEM REQUIREMENTS CEC-NRCC-MCH-02-E Revised 01118 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry & Wet System Requirements (Page 1 of 3) Project Name: a Quinta BSOrt IU Date Prepared: A. Equipment Tags and System Description"-- Dry Systems CU-1 CU-2 MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract Documents1 Heating Equipment Efficiency 110.1 or 110.2(a) Cooling Equipment Efficiency 110.1 or 110.2(a) HVAC or Heat Pump Thermostats 110.2(b), 110.2(c) Furnace Standby Loss Control 110.2(d) N/A NIA Low Leakage AHUs 110.2(f) N/A N/A ventilation 120.1(b) M002.1 M002.1 Demand Control Ventilation 120.1(c)4 N/A N/A Occupant Sensor Ventilation Control 120.1(c)5, 120.2(e)3 N/A N/A Shutoff and Reset Controls 120.2(e) N/A N/A Outdoor Air and Exhaust Damper Control 120.2(f) N/A N/A Isolation Zones 120.2(g) N/A N/A Automatic Demand Shed Controls 120.2(h) N Economizer FDD 120.2(i) Duct Insulation 120.4 PRESCRIPTIVE MEASURES Equipment is sized in conformance with Y Y 140.4(a & b) 140.4(a & b) Y/N Y/N Y/N Supply Fan Pressure Control 140.4(c) Simultaneous Heat/Cool 140-4(d) Economizer 140.4(e) Heat and Cool Air Supply Reset 140.4(f) 140.4(I) Electric Resistance Heating 9140.4(g) Duct Leakage Sealing and Testing"0 Notes: 1. Provide equipment tags (e.g. AHU 1 to 10) and system description (e.g. Single Duct VAV reheat) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part -load) include all. Where appliance standards apply (110.1), identify where equipment is required to be listed per Title 20 1601 et seq. 4. Identify where the ventilation requirements are documented for each central HVAC system. Include references to both central unit schedules and sequences of operation. If one or more spaces is naturally ventilated identify where this is documented in the plans and specifications. Multiple zone central air systems must also provide a MCH-03-E compliance document. 5. If one or more spaces has demand controlled ventilation identify where it is specified including the sensor specifications and the sequence of operation. 6. If one or more space has occupant sensor ventilation control identify where it is specified including the sensor specifications and the sequence of operation 7. If the system is DDC identify the sequences for the system start/stop, optimal start, setback (if required) and setup (if required). For all systems identify the specification for the thermostats and time clocks (if applicable). 8. Identify where the heating, cooling and deadband airflows are scheduled for this system. Include a reference to the specification of the zone controls. Provide a MCH-03-E compliance document. 9. Enter N/A if there is no electric heating. If the system has electric heating indicate which exception to 140.4(g) applies. 10. If duct leakage sealing and testing is required, a MCH-04-A compliance document must be submitted. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA HVAC DRY & WET SYSTEM REQUIREMENTS "011- CEC-N RCC -MCH-02-E Revisad 01116 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-02-E HVAC Dry & Wet System Requirements (Page 2 of 3) Project Name: La Qulnta Resort & Club Date Prepared: 2/18/2019 B. Equipment Tags and System Description — Wet Systems MANDATORY MEASURES T-24 Sections Reference to the Requirements in the Contract DocumentS2 Heating Hot Water Equipment Efficiency 110.1 NIA N/A Cooling Chilled and Condenser Water 110.1, 140.4(i) Equipment Efficiency N/A N/A Open and Closed Circuit Cooling Towers 110.2(e) 1 conductivity or flow -based controls N/A N/A Open and Closed Circuit Cooling Towers Maximum Achievable Cycles of 110.2(e) 2 Concentration (LSI)6 N/A N/A Open and Closed Circuit Cooling Towers 110.2(e) 3 Flow Meter with analog output N/A N/A Open and Closed Circuit Cooling Towers 110.2(e) 4 Overflow Alarm N/A N/A Open and Closed Circuit Cooling Towers 110.2(e) 5 Efficient Drift Eliminators N/A N/A Pipe Insulation 120.3 NIA N/A PRESCRIPTIVE MEASURES Cooling Tower Fan Controls 140.4(h)2, 140.4(h)5 Y/N Y/N Y/N Cooling Tower Flow Controls 140.4(h)3 NIA NIA Centrifugal Fan Cooling Towers - 140.4(h)4 /A NIA Air -Cooled Chiller Limitation 140.4(j) N/ Variable Flow System Design 140.4(k) NZA N/A Chiller and Boiler Isolation 140.4(k) N/A NIA CHW and HHW Reset Controls 140.4(k) N/A WLHP Isolation Valves 140.4(k) N/A VSD on CHW, CW & WLHP Pumps >5HP 140.4(k) NIAN/A DP Sensor Location 140.4(k) N/A N/A Notes: 1. Provide equipment tags (e.g. CH 1 to 3) or system description (e.g. CHW loop) as appropriate. Multiple units with common requirements can be grouped together. 2. Provide references to plans (i.e. Drawing Sheet Numbers) and/or specifications (including Section name/number and relevant paragraphs) where each requirement is specified. Enter "N/A" if the requirement is not applicable to this system. 3. The referenced plans and specifications must include all of the following information: equipment tag, equipment nominal capacity, Title 24 minimum efficiency requirements, and actual rated equipment efficiencies. Where multiple efficiency requirements are applicable (e.g. full- and part -load) include all. For chillers operating at non-standard efficiencies provide the Kadj values. For chillers also note whether the efficiencies are Path A or Path B. 4. Identify if cooling towers have propeller fans. If towers use centrifugal fans document which exception is used. 5. If air-cooled chillers are used, document which exceptions have been used to comply with 140.4(j) and the total installed design capacity of the air-cooled chillers in the chilled water plant. 6. Identify the existence of a completed MCH-06-E when open or closed circuit cooling towers are specified to be installed, otherwise enter "N/A". CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA HVAC SYSTEM REQUIREMENTS CEC•NRCC•MCH-02-E Reyjsed OW14 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE HVAC Wet System Requirements NRCC-MCH-02-E(Page 3 of 3) Project Name: La Quinta Resort & Club Date Prepared: 2/1 8/201 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Brett Langlois Documentation Author Signature: Company: Signature Date: Si exp U.S. Services Inc. 2/18/2019 Address: 5670 Oberlin Dr. CEA/ HERS Certification Identification (if applicable): City/State/Zip: one: Ph San Diego, CA 92121 (858) 597-0555 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or, system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides..10tpC 1;wilding owner at occupancy. Responsible Designer Name: Todd SOrbo Responsible Designer Signature: Company; EX U.S. Services Inc. Date Signed: �} Address: 1, � /18/2019 5670 Oberlin Dr. License: 23255 City/State/Zip: San Diego,_CA 92121 Phone: 858) 597-0555 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E Revised 05/1$ CERTIFICATE OF COMPLIANCE Mechanical Ventilation & Reheat J-1-°e: La Quinta Resort & Club Date Prepared: 2/18/2019 ]MMISSION NRCC-MCH-03-E (Page 1 of 2) A. Mechanical Ventilation and Reheat ACTUAL DESIGN INFO [FROM EQUIPMENT SCHEDULES, ETC} AREA BASIS OCCUPANCY BASIS ROOM BASIS MINIMUM VAV Reheated Primary VAV Deadband Air CFM Primary Air CFM 01 02 03 04 05 06 07 08 09 10 11ff12 13 14 15 16 17 18 19 20 21 l7 H r > r < JO G Z y z O p JO z_ ❑ Z ¢ z ¢ w ¢ a Z F n. 0 wZ Z ~ u' m l7 Z XQ¢ O U p ii Z¢ z U _ a: z ¢ aw Z l7 u a Z } ¢ m U O¢ z ;f= w a } m LL w a z m O Z 3 ww > O �^17Ow a ¢ �n h- w 0 Z❑ U¢ LL m _ w w Z ❑ mC7 p 0 w w Z Q Z `. l7 J O 0¢ 'n 'n F` a' ., w an ` ❑¢ Z w u U O a Z_ U Z¢ d m V U 0 a}' ¢ u O U O U U❑_ w¢ U a 0 0> 0 p 0 p_ vi U Z s 0 U Z_ Z p 0 w Q z O U w ,,, ¢ a¢ x OU �n ¢ a m x ¢` O U z U m a < a < FCU-01 & -02 1,420 0.50 710 47.3 15.0 710 710 Iffi Pass ❑ Pass ❑ Pass ❑Fail El Fail $I N/A ❑ Fail �l N/A FCU-03 & -04 1,321 0.50 661 44.0 15.0 661 661 Pass ❑ Pass ❑Pass ❑ Fail ❑ Fail ❑Fail )0 N/A X]N/A FCU-05 & -06 1,118 0.50 559 37.3 15.0 559 559 0 Pass ❑ Pass ❑Pass ❑ Fail ❑ Fail ❑Fail SIN/A FCU-07 979 0.15 147 4.9 30.0 147 147 Pass ❑ Pass JXQ E ❑ Fail ❑ Fail $I N/A El Pass El Pass ❑ Pass Total 2,076 ElFail ❑Fail El Fail ❑ N/A ❑ N/A FCU-08 & -09 1,387 0.50 694 46.2 15.0 694 694 I$Pa ❑ Pass ❑ Pass ❑ Fail l ❑ Fail El Fail X N/A X N/A FC1-1-10 & -11 1,258 0.50 629 41.9 15.0 629 629 11 Pass El Pass ❑ Pass L ❑Fail ❑Fail ❑Fail $I N/A X N/A CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance May 2016 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E Revised 05/16 CERTIFICATE OF COMPLIANCE Mechanical Ventilation & Reheat Project Name: La Quinta Resort & Club A. Mechanical Ventilation and Reheat ACTUAL DESIGN INFO (FROM EQUIPMENT SCHEDULES, ETC) AREA BASIS 01 02 03 04 05 06 07 08 09 2to r 3 a > 3 a� a cc u o 3 a a o z w N v}j m z aa Co a Q a Z z _ Q z O wN wa m w> z < z Z U z Q w U z U S2 l7 w R -.-. O Z w w U V Q Q O> N w 0 w O< F- 00 p= U z ¢ p U U U z F- _z FCU-12 & -13 FCU-14 Date Prepared: 2/1 8/201 9 VAV Reheated Primary OCCUPANCY BASISBASIS MINIMUM Air CFM 11 IROOM 13 14 is 16 17 ,OCCU z U mm zZ w OU _ > O — O a H w 0 w O T ac o zU z_o CfL�' i OU uo¢ac> >u j O z a Q X z U m �a a 1, 060 + 0.50 1530 135.3 115.0 � 530 1,01010.15 1152 15.1 130.0 1152 Total 530 X Pass ❑ Fail 152 X Pass ❑ Fail 2,0041 ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail ❑ Pass ❑ Fail WMISSIrON Z- NRCC-MCH-n:t-F (Page 1 of 2) VAV Deadband Primary Air CFM 18 19 20 21 z a z �. W W z m 3 W aO O Q �uou v OU a�u v Q> Q O Q U a ❑ Pass ❑ Fail X N/A ❑ Pass ❑ Fail X N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail X N/A ❑ Pass ❑ Fail )KI N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A ❑ Pass ❑ Fail ❑ N/A CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance May 2016 STATE OF CALIFORNIA MECHANICAL VENTILATION AND REHEAT CEC-NRCC-MCH-03-E Revised 05MR CERTIFICATE OF COMPLIANCE Mechanical Ventilation & Reheat Project Name: La Quinta Resort & Club DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Brett Langlois Company: City/State/Zip: exp U.S. Services Inc. 5670 Oberlin Dr, San Diego, CA 92121 RESPONSIBLE PERSON'S DECLARATION STATEMENT Date Prepared: 2/1 8/201 9 Documentation Author Signature -- Signature Date: 2/18/2019 ntna Cerrmcation tdentitication [if applicable): Phone: (858) 597-0555 NRCC-MCH-n3-F (Page 2 of 2) I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, Responsible Designer Name: Todd r SorbO Responsible Designer Signature: I 1 Company Address: Ex U.S. S 5670 Oberl San Diew. ervices Inc. Date Signed: in Dr. License: 92121 55 597- CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance May 2016 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E Revised 01116 CERTIFICATE OF COMPLIANCE Required Acceptance Tests Project Name: La Quinta Resort & Club Date Prepared: 9/18/2019 )MMISSION N RCC-MCH-nd-F (Page 1 of 3) A. MECHANICAL COMPLIANCE FORMS & WORKSHEETS (Indicate if worksheet is included) For detailed instructions on the use of this and all Energy Standards compliance documents, refer to the 2016 Nonresidential Manual Note: The Enforcement Agency may require all compliance documents to be incorporated onto the building plans. The NRCC-MCH-04-E and NRCC-MECH-05-E are alternative compliance documents to NRCC-MCH-01-E, NRCC-MCH-02-E and NRCC-MCH-03-E for projects using only single zone packaged HVAC systems. YES NO Form Title ✓ NRCC-MCH-04-E (1 of 2) Certificate of Compliance. Required on plans when used. ✓ NRCC-MCH-04-E (2 of 2) Mechanical Acceptance Tests. Required on plans when used. NRCC-MCH-05-E (1 of 2) HVAC Prescriptive Requirements. It is required on plans when used. NRCC-MCH-05-E (2 of 2) Mechanical SWH Equipment Summary is required for all submittals with service water heating, pools or spas. It is required on plans where applicable. CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC•NRCC-ihAChi-04.E Revised 011i6 CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGY COMMISSION Required Acceptance Tests NRCC-MCH-04-E Project Name: La Quinta Resort 8t Club (1 Date Prepared(Page 2 of 3) : 2/1 8/2019 Designer: This compliance document is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for mechanical systems. The designer is required 7to check the applicable boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems. The NA number designates the Section in the Appendix of the Nonresidential Reference Appendices Manual that describes the test. Since this compliance document will be part of the plans, completion of this section will allow the responsible party to budget for the scope of work appropriately. Enforcement Agency: Systems Acceptance. Before occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building or space shall be certified as meeting the Acceptance Requirements for Code Compliance. Systems Acceptance. Before occupancy permit is granted. All newly installed HVAC equipment must be tested using the Acceptance Requirements. The NRCC-MCH-04-E compliance document is not considered a completed document and is not to be accepted by the building department unless the correct boxes are checked. The equipment requiring testing, person performing the test (Example: HVAC installer, TAB contractor, controls contractor, PE in charge of project) and what Acceptance test must be conducted. The following checked -off forms are required for ALL newly installed and replaced equipment. In addition a Certificate of Acceptance documents shall be submitted to the building department that certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of Section 10-103(b) and Title 24 Part 6. The building inspector must receive the properly filled out and signed compliance documents before the building can receive final occupancy. Test Description MCH-02-A MCH-03-A MCH-04-A MCH-05-A MCH-06-A MCH-07-A MCH-11-A MCH-12-A MCH-14-A MCH-18-A Test Performed By: Equipment Demand Automatic Distributed Energy Requiring Single Air Control Demand FDD for Energy Management Testing or # of Outdoor Zone Distribution Economizer Ventilation Supply Shed Packaged Storage DX Control Verification Units Air Unitary Ducts Controls (DCV) Fan VAV Control DX Units AC Systems System LG ARUM2� 2 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA REQUIRED ACCEPTANCE TESTS CEC-NRCC-MCH-04-E Revised 01/16 CERTIFICATE OF COMPLIANCE CALIFORNIA ENERGYCOMMt55i0N Required Acceptance Tests NRCC-MCH-04-E Project Name: La Quinta Resort &Club Date Prepared: 2/1 OV/�f01 n (Page 3 of 3) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT L J 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Brett Langlols Documentation Author Signature: Company: eXp U.S. Services Inc. Signature -Date Address: 5670 Oberlin Dr. CEA/ HERS Certification Identification (if applicable): City/state/zip: San Diego, CA 92121 Phone: (858) 597-0555 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) Issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy, y. Responsible Designer Name: Todd SDrbD ResponsibleDesignersignature: d f Company; 567 U.S. Services Inc. I Oberlin Dr. n Diego, CA, 92121 Date Signed: License: rnone: 1 55 597 -i CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 STATE OF CALIFORNIA WATER HEATING SYSTEM GENERAL INFORMATION CEC-NRCC-PLB-01-E (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-PLB-01-E Water Heating System General Information I (Page 1 of 2) Project Name: �La Quinta Resort and Club Remodel - Meeting Rooms Date Prepared: 02-14-2019 A. GENERAL INFORMATION/SYSTEM INFORMATION 01 Water Heater System Name: Domestic Hot Water 02 Water Heater System Configuration: Central System 03 Water Heater System Type: Domestic Hot Water 04 Building Type: Nonresidential 05 Total Number of Water Heaters in Systems: 2 06 Central DHW Distribution Type: Demand Recirculation 07 Dwelling Unit DHW Distribution Type: Standard Distribution System (STD) B. WATER HEATER INFORMATION Each water heater type requires a separate compliance document. 01 Water Heater Type: Small Storage - Electric 02 Fuel Type: Electricity 03 Manufacture Name: BRADFORD WHITE 04 Model Number: LE110U3-1 - L) 05 Number of Identical Water Heaters: 06 Installed Water Heater System Efficiency: 07 Required Minimum Efficiency: 08 Standby Loss Percent or Standby Loss Total: 09 Rated Input: 10 Pilot Energy: 11 Water Heater Tank Storage Volume: 12 Exterior Insulation on Water Heater: 13 Volume of Supplemental Storage: 14 Internal Insulation on Supplemental Storage: 15 Exterior Insulation on Supplemental Storage: 2 12 KW CONSULTING GR N/A 10 Rigid Polyurethane Foam N/A N/A N/Ac-Er_ memo PLUMBING COMPLIANCE FORMS & WORKSHEETS DATE ieck box if worksheet is included. BY + detailed instructions on the use of this and all Energy Standards compliance documents, refer to the 2016 Nonresidential Manual :te: The Enforcement Agency may require all compliance documents to be incorporated onto the building plans. Q YES NO Doc/Worksheet # Title NRCC-PLB-01-E Certificate of Compliance, Declaration. Required on plans for all submittals. O NRCI-PLB-01-E Certificate of Installation Re uired o I f II O NRCI-PLB-02-E . q n p ans or a submlttals. Certificate of Installation, required on central systems in high-rise residential, hotel/motel application. O O NRCI-PLB-03-E Certificate of Installation, required on single dwelling unit systems in high-rise residential, hotel/motel application. O NRCI-PLB-21-H Certificate of Installation, required on HERS verified central systems in high-rise residential, hotel/motel application. O NRCI-PLB-22-H Certificate of Installation, required on HERS verified single dwelling unit systems in hig NRCI-STH-01-E rise residential, hotel/motel application. Certificate of Installation, required on any solar water heating O CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance Janua elj4m42 J I A I t OF UALIFURNIA WATER HEATING SYSTEM GENERAL INFORMATION CEC-NRCC-PLB-01-E (Revised 01/16) CERTIFICATE OF COMPLIANCE FORNIA ENERGY NRCC-PLB-01-E Water Heating System General Information rrolea rvame: La Quinta Resort and Club Remodel - Meeting Rooms Date Prepared: 02-14-2019 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Todd Sorbo Company: Signature Date: exp U.S. Services Inc. 01-28-2019 Address: 5670 Oberlin Drive CEA/ HERS Certification Identification (If applicable): City/State/Zip: Phone: San Diego, CA 92121 858-597-0555 RESPONSIBLE PERSON'S DECLARATION STATEMENT (Page 2 of 2) I certify the following under penalty of perjury, under the laws of the State of California: I. The information provided on this Certificate of Compliance is true and correct. 2. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer). 3. The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5. 1 will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Responsible Designer Signature: rp�1 Todd Sorbo j Company; Date Signed: exp U.S. Services Inc. 02-14-2019 Address:5670 Oberlin Drive License: M23255 City/State/Zip: Phone: San Diego, CA 92121 858-597-0555 CA Building Energy Efficiency Standards - 2016 Nonresidential Compliance January 2016 XpFess II Stair Lift JUL 032019 Inclined Platform Lift For Straight StairwayS)ESICNAN� �� o DEPARrn,ENr AV 0 XPRESS II Technical Information Specifications 800mm x 1250mm (31 1/2" x 49 1/4") Standard Platform Sizes 800mm x 1000mm (31 1/2" x 39 3/8") 750mm x 900mm (29 1/2" x 35 1/2") Optional Platform Sizes 675mm x 1000mm (26 1/2" x 39 3/8") 725mm x 1000mm (28 1/2" x 39 3/8") Rated Load 250 kg (550 lbs) Speed Up: 4m (13 ft) per minute Down: 4.9 m (16 ft.) per minute Operating Controls Continuous pressure switches, 24 VDC, Drive System Motor 0.75 H.P. Power Requirements 208-240 VAC, 50/60 HZ single phase on a dedicated (North America = 20 amp, International = 15 amp) circuit. Power Transmission Rack & pinion Emergency Use A handwheel is provided. Auxiliary power system available. Rail System Champagne anodized aluminum extrusion with integrally mounted zinc plated gear rack. Overspeed Safety Mechanical overspeed sensor and lock, with electrical drive cut-out protection Xpress Delivery Time Standardized components allow for fast delivery times. 2 Features Features • 800 x 1250mm ADA compliant platform • Choice of three standard platform sizes • Passenger grab rail • Under platform obstruction sensing plate and bi-directional ramp sensors • Emergency manual lowering and folding system • Ready lamp safety indicator Standard • Power -fold platform and ramps • Keyed Call Stations • Keyless platform for easier operation • Large illuminated platform directional buttons and an emergency stop button • Powered platform safety arms • 2 year warranty • Auxiliary power system • Fold down seat with seat belt • Side -load platform for installations with confined lower landings • Keyed platform operation for added security • Wireless call stations (not available with emergency stop or attendant call functions) • Vandal resistant platform lock (electric) Optional • Attendant remote control • Narrow platform sizes • Platform folds automatically if left unattended at landing to keep stairways clear • Optional RAL colors • Pedestrian audio visual alert • Building fire alarm integration • Outdoor cover (vinyl) • Extended warranty (5 additional years) * USA/Canada on The optional Fold -down ambulatory seat and seat belt allows a person with limited mobility to comfortably operate the Xpress II. *For more detailed information refer to the Xpress 11 Planning Guide AV 3 Garaventa Lift T 604 594 0422 • T 800 663 6556 (toll free North America) E info@garaventalift.com • I www.garaventalift.com Authorized Garaventa Lift Representative © Garaventa Lift. As we are continuously improving our products, specifications outlined in this brochure are subject to change without notice. Printed in Canada �% 15801-U-PB-EN La Quinta Resort and Club Meeting Rooms City Resubmission #1 Issue Date: 03/29/2019 SECTION 08 7100 - DOOR HARDWARE PART 1 - GENERAL 1.1 CONDITIONS A. Conditions of the contract (General and Supplementary Conditions) and Division One General Requirements, govern the work of this section. B. This section includes all material, and related service necessary to furnish all finish hardware indicated on the drawings, or specified herein. C. Furnish UL listed hardware for all labeled and 20 min. openings in conformance with the requirements for the class of opening scheduled. Underwriters' requirements shall have precedence over specification where conflicts exist. D. All work shall be in accordance with ail applicable state and local building codes. Code requirements shall have precedence over this specification where conflicts exist. 1.2 WORK INCLUDED A. This section includes the following: 1. Furnish door hardware (for hollow metal, wood and aluminum doors) specified herein, listed in the hardware schedule, and/or required by the drawings. 2. Thresholds and Weather-stripping (Aluminum frame seals to be provided by aluminum door supplier) 3. Electro-Mechanical Devices 4. Access Control components and or systems specified within this section. B. Where items of hardware are not definitely or correctly specified and is required for the intended service, such omission, error or other discrepancy should be directed to the Architect prior to the bid date for clarification by addendum, Otherwise furnish such items in the type and quantity established by this specification for the appropriate service intended. 1.3 RELATED WORK IN OTHER SECTIONS A. This section includes coordination with related work in the following sections: 1. Division 6 Section "Finish Carpentry". 2. Division 6 Section "Cabinet Hardware" 3. Division 8 Section "Hollow Metal Doors and Frames". 4. Division 8 Section "Wood Doors" 5. Division 8 Section "Aluminum Entrances and Storefronts" 6. Division 28 Sections "Electrical". 1.4 REFERENCES A. Publications of agencies and organizations listed below form a part of this specification sectgi to the extent referenced. 1. DHI - Recommended Locations for Builders' Hardware. 2. NFPA 80 - Standards for Fire Doors and Windows. '~ 3. NFPA 101 - Code for Safety to Life from Fire in Buildings and Structures. CL_ 4. UL - Building Material Directory. Q v 5. DHI - Door and Hardware Institute 6. WHI - Warnock Hersey 7. BHMA - Builders Hardware Manufacturers Association 8. ANSI —American National Standards Institute 9. IBC 2015 - International Building Code 2015 Edition (as amended by local building code) 1.5 SUBMITTALS A. Within ten days after award of contract, submit detailed hardware schedule in quantities as required by Division 1 - General Conditions. DOOR HARDWARE Section 08 7100 - Page 1 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 Issue Date: 03/29/2019 La Quinta Resort and Club Meeting Rooms B. Schedule format shall be consistent with recommendations for a vertical format as set forth in the Door & Hardware Institute's (DHI ) publication "Sequence and Format for the Hardware Schedule". Hardware sets shall be consolidated to group multiple door openings which share similar hardware requirements. Schedule shall include the following information: 1. Door number, location, size, handing, and rating. 2. Door and frame material, handing. 3. Degree of swing. 4. Manufacturer 5. Product name and catalog number 6. Function, type and style 7. Size and finish of each item 8. Mounting heights 9. Explanation of abbreviations, symbols, etc. 10. Numerical door index, indicating the hardware set/ group number for each door. C. When universal type door closers are to be provided, the schedule shall indicate the application method to be used for installation at each door: (regular arm, parallel arm, or top jamb). D. The schedule will be prepared under the direct supervision of a certified Architectural Hardware Consultant (AHC), or certified Door Hardware Consultant (DHC) employed by the hardware distributor. The hardware schedule shall be signed and embossed or stamped with the DHI certification seal of the supervising AHC or DHC. The supervising AHC or DHC shall attend any meetings related to the project when requested by the architect. E. Check the specified hardware for suitability and adaptability to the details and surrounding conditions. F. Review drawings from related trades as required to verify compatibility with specified hardware. Indicate unsuitable or in compatible items, and proposed substitutions in the hardware schedule. G. Provide documentation for all hardware to be furnished on labeled fire doors indicating compliance with positive pressure fire testing UL 10C. H. Furnish manufacturers' catalog data for each item of hardware in quantities as required by Division 1 - General Conditions. I. Submit a sample of each type of hardware requested by the architect. Samples shall be of the same finish, style, and function as specified herein. Tag each sample with its permanent location so that it may be used in the final work. J. Furnish with first submittal, a list of required lead times for all hardware items. K. After final approved schedule is returned, transmit corrected copies for distribution and field use in quantities as required by Division 1 - General Conditions. L. Furnish approved hardware schedules, template lists, and pertinent templates as requested by related trades. M. Furnish necessary diagrams, schematics, voltage and amperage requirements for all electro- mechanical devices or systems as required by related trades. Wiring diagrams shall be opening specific and include both a riser diagram and point to point diagram showing all wiring terminations. N. After receipt of approved hardware schedule, Hardware supplier shall initiate a meeting including the owner's representative to determine keying requirements. Upon completion of the initial key meeting, hardware supplier shall prepare a proposed key schedule with symbols and abbreviations as set forth in the door and hardware institute's publication "Keying Procedures, Systems, and Nomenclature". Submit copies of owner approved key schedule for review and field use in quantities as required by Division 1 - General Conditions. Wiring diagrams shall be included in final submittals transmitted for distribution and field use. Section 08 7100 - Page 2 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc. La Quinta Resort and Club Meeting Rooms 1.6 QUALITY ASSURANCE City Resubmission #1 Issue Date: 03/29/2019 A. Manufacturers and model numbers listed are to establish a standard of function and quality. Similar items by approved manufacturers that are equal in design, function, and quality, may be considered for prior approval of the architect, provided the required data and physical samples are submitted for approval as set forth in Division One General Requirements. B. Where indicated in this specification, products shall be independently certified by ANSI for compliance with relevant ANSI/BHMA standards A156.1 - A156.36 — Standards for Hardware and Specialties. All products shall meet or exceed certification requirements for the respective grade indicated within this specification. Supplier shall provide evidence of certification when requested by the architect. C. Obtain each type of hardware (hinges, latch & locksets, exit devices, closers, etc.) from a single manufacturer, although several may be indicated as offering products complying with requirements. D. Electrical drawings and electrical specifications are based on the specific electrified hardware components specified in hardware sets. When electronic hardware components other than those indicated in hardware sets are provided, the supplier shall be responsible for all costs incurred by the design team and their consultants to review, and revise electrical drawings and electrical specifications. Supplier shall also be responsible for any additional costs associated with required changes in related equipment, materials, installation, or final hook up to insure the system will operate and function as indicated in the construction documents, including hardware set operational / functional descriptions. E. All hardware items shall be manufactured no earlier than 6 months prior to delivery to site. F. Hardware supplier shall be factory trained and certified by the manufacture to provide and support all computer managed locks and system components. G. installation of hardware shall be installed or directly supervised and inspected by a skilled installer certified by the manufacturer of locksets, door closers, and exit devices used on the project, or with not less than 3 years' experience in successful completion of projects similar in size and scope. H. Provide hardware for all labeled fire doors, which complies with positive pressure fire testing UL 10C. I. Comply with all applicable provisions of the standards referenced within section 1.4 of this specification. J. Hardware supplier shall participate when reasonably requested to meet with the contractor and or architect to inspect any claim for incorrect or non-functioning materials; following such inspection, the hardware supplier shall provide a written statement documenting the cause and proposed remedy of any unresolved items. 1.7 DELIVERY, STORAGE AND HANDLING A. Hardware supplier shall deliver hardware to the job site unless otherwise specified. B. All hardware shall be delivered in manufacturers' original cartons and shall be clearly marked with set and door number. C. Coordinate with contractor prior to hardware delivery and recommend secure storage and protection against loss and damage at job site. D. Contractor shall receive all hardware and provide secure and proper protection of all hardware items to avoid delays caused by lost or damaged hardware. Contractor shall report shortages to the Architect and hardware supplier immediately after receipt of material at the job site. E. Coordinate with related trades under the direction of the contractor for delivery of hardware items necessary for factory installation. DOOR HARDWARE Section 08 7100 - Page 3 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 La Quinta Resort and Club Issue Date: 03/29/2019 Meeting Rooms 1.8 PRE -INSTALLATION MEETING A. Schedule a hardware pre -installation meeting on site to review and discuss the installation of continuous hinges, locksets, door closers, exit devices, overhead stops, and electromechanical door hardware. B. Meeting attendees shall be notified 7 days in advance and shall include: Architect, Contractor, Door Hardware Installers (including low voltage hardware), Manufacturers representatives for above hardware items, and any other effected subcontractors or suppliers. C. All attendees shall be prepared to distribute installation manuals, hardware schedules, templates, and physical hardware samples. 1.9 WARRANTY A. All hardware items shall be warranted against defects in material and workmanship as set forth in Division One General Requirements. B. Repair, replace, or otherwise correct deficient materials and workmanship without additional cost to owner. PART 2-PRODUCTS 2.1 FASTENERS A. All exposed fasteners shall be Phillips head or as otherwise specified, and shall match the finish of the adjacent hardware. All fasteners ex -posed to the weather shall be non-ferrous or stainless steel. Furnish correct fasteners to accommodate surrounding conditions. B. Coordinate required reinforcements for doors and frames. Seek approval of the architect prior to furnishing through -bolts. Furnish through -bolts as required for materials not readily reinforced. 2.2 BUTT HINGES A. Acceptable manufacturers and respective catalog numbers: Ives Stanley Hager McKinney 1. Standard Weight, Plain Bearing 5PB1 F179 1279 T2714 2. Standard Weight, Ball Bearing 5BB1 BB179 BB1279 TB2714 3. Standard Weight, Ball Bearing, Non -Ferrous 5BB1 FBB191 BB1191 TB2314 4. Heavy Weight, Ball Bearing 5BB1 HW FBB168 BB1168 T4B3786 5. Heavy Weight, Ball Bearing, Non -Ferrous 5BB1HW FBB199 BB1199 T463386 B. Hinges shall be independently certified by ANSI for compliance with ANSI A156.1 (2006). Hinges shall meet or exceed the following ANSI grade requirements as indicated below: 1. Standard Weight, Plain Bearing Hinges: Grade 3 2. Standard Weight, 2 Ball Bearing Hinges: Grade 2 3. Heavy Weight, 4 Ball Bearing Hinges: Grade 1 C. Unless otherwise specified, furnish the following hinge quantities for each door leaf. 1. 3 hinges for doors up to 90 inches. 2. 1 additional hinge for every 30 inch on doors over 90 inches. 3. 4 hinges for Dutch door applications. D. Unless otherwise specified, top and bottom hinges shall be located as specified in division 8 Section "Hollow Metal Doors and Frames". Intermediate hinges shall be located equidistant from others. E. Unless otherwise specified, furnish hinge weight and type as follows: 1. Standard weight: plain bearing hinge 5PB1 for interior openings through 36 inches wide without a door closer. 2. Standard weight: ball bearing hinge 5BB1 for interior opening over 36 through 40 inches wide without a door closer, and for interior openings through 40 inches wide with a door closer. Section 08 7100 - Page 4 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc. La Quinta Resort and Club Meeting Rooms City Resubmission #1 Issue Date: 03/29/2019 3. Heavyweight: 4 ball bearing hinge 513131 HW for interior openings over 40 inches wide, and for all vestibule doors. 4. Heavyweight: 4 ball bearing hinge 51361 HWss for exterior openings unless otherwise listed in groups. F. Unless otherwise specified, furnish hinges for exterior doors, fabricated from brass, bronze, or stainless steel. Unless otherwise specified, hinges for interior doors may be fabricated from steel. G. Unless otherwise specified, furnish hinges in the following sizes: 5" x 5" 2-1/4" thick doors 4-1/2" x 4-1/2" 1-3/4" thick doors 3-1/2" x 3-1/2" 1-3/8" thick doors H. Furnish hinges with sufficient width to accommodate trim and allow for 180-degree swing. I. Unless otherwise specified, furnish hinges with flat button tips with non -rising pins at interior doors, non -removable loose pins (NRP) at exterior and out -swinging interior doors. J. Unless otherwise specified, furnish all hinges to template standards. 2.3 POWER TRANSFERS A. Acceptable manufacturers and respective catalog numbers: Von Du rin ASSA 1. Concealed Two Wire EPT-2 CEPT-10 2. Concealed Ten Wire EPT-10 CEPT-10 B. Concealed power transfers shall be concealed in the door and frame when the door is closed. C. Concealed power transfers shall have a steel tube to protect wires from being cut. D. Concealed power transfers with spring tubes shall be rejected. E. Concealed power transfers shall be supplied with a mud box to house all terminations. 2.4 FLUSH BOLTS AND DUST PROOF STRIKES A. Acceptable manufacturers and respective catalog numbers: Ives Door Controls Haqer 1. Dust Proof Strike DP2 80 280X 2. Auto Flush Bolt (Metal Door) FB31 P 842 292D 3. Auto Flush Bolt (Wood Door) FB41 P 942 291 D 4. Constant Flush Bolt (Metal Door) FB51 P 845 293D 5. Constant Flush Bolt (Wood Door) FB61 P 945 294D 6. Manual Flush Bolt FB458 780 282D B. Unless otherwise specified, provide 12" rods for manual flush bolts for door 7'6" or less, 24" top rods for doors over 7'6" to 8'6". C. Unless otherwise specified, provide doors over 8'6" with automatic top bolts. D. Provide automatic flush bolts where required to maintain fire door listing and or egress requirements on pairs of doors. E. All flush -bolt applications shall be UL listed to be installed with top flush -bolt only. Provide auxiliary fire bolt as required for fire rated openings where less bottom bolt has been specified. F. Provide all bottom flush bolts with non -locking dust proof strikes. DOOR HARDWARE Section 08 7100 - Page 5 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 La Quinta Resort and Club Issue Date: 03/29/2019 Meeting Rooms 2.5 EXIT DEVICES A. Acceptable manufacturers and respective catalog numbers: Von Duorin Falcon Detex 1. Wide Stile, Push Pad 99 Series 25 Series Advantex (Wide Stile) 2. Wide Stile, Electric Latch QEL 99 Series EL 25 Series Advante-ER x (Wide Stile) Retraction A. Exit devices shall be independently certified by ANSI for compliance with ANSI A156.3, Grade 1 (2008). B. Obtain exit devices from a single manufacturer, although several may be indicated as offering products complying with requirements. C. All exit devices shall be equipped with a sound -dampening feature to reduce touch pad return noise. D. On full glass doors there shall be no exposed fasteners on the back of the mechanism visible through the glass. E. All exit devices shall be provided with flush end caps to reduce potential damage from impact. F. All exit devices shall be provided with dead -locking latch bolts to insure security. G. All exit devices shall be U.L. listed for accident hazard. Exit device for use on fire doors shall also be U.L. listed for fire exit hardware. H. Provide optional strikes, special length rods, and adapter plates to accommodate door and frame conditions. Provide narrow style series devices in lieu of wide stile series devices where optional strikes will not accommodate door and frame conditions. I. Coordinate with related trades to insure adequate clearance and reinforcement is provided in doors and frames. Provide thru bolts as required. J. Refer to hardware groups for exit device applications utilizing the option of: 'less bottom rod and floor strike" (LBR) K. All exit devices shall be provided with optional trim designs to match other lever and pull designs used on the project. L. Unless specific exit device dogging options are noted within hardware sets, provide dogging options as follows: M. Fire Rated devices: Dogging not permitted. N. Non -Rated Exit Only functions not equipped with outside trim or pull: Less Dogging. O. Non -Rated Classroom functions: Less Dogging. P. Non -Rated devices utilizing electric latch retraction or electrified outside trim: Less Dogging. Q. All Other Non -Rated devices: Cylinder Dogging utilizing interchangeable core cylinders. Cylinder keyway shall match locksets furnished on this project. R. Provide glass bead kits as required to accommodate door conditions. Screws shall not be visible through full glass doors. S. Where specified, provide compatible keyed mullions with cylinder for pairs of doors. T. Provide reinforced crossbars for all traditional style exit devices applied to doors over 36" wide. 2.6 LOCKS AND LATCHES A. Acceptable manufacturers and respective catalog numbers: Schlage Sargent 1. Grade 1 Cylindrical ND Series RHO 10 Line LL Section 08 7100 - Page 6 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc. La Quinta Resort and Club City Resubmission #1 Meeting Rooms Issue Date: 03/29/2019 B. Unless otherwise specified, all locks and latches to have: 1. 2-3/4" Backset 2. 1/2" minimum throw latchbolt 3. 1" throw deadbolt 4. 6 pin cylinders 5. ANSI A115.2 strikes C. Provide guarded latch bolts for all locksets, and latch bolts with sufficient throw to maintain fire rating of both single and paired door assemblies. D. Length of strike lip shall be sufficient to clear surrounding trim. E. Provide wrought boxes for strikes at inactive doors, wood frames, and metal frames without integral mortar covers. 2.7 PULLS, PUSH BARS, PUSH/PULL PLATES A. Acceptable manufacturers and respective catalog numbers: Burns Hager Ives 1. Straight Pull (1" dia., 10" ctc) 26C 4J 8103-0 2. Straight Pull (3/4" dia., 8" ctc) 25B 3G 8102-8 3. Offset Door Pull (1" dia., 10" ctc) 39C 12J 8190-0 4. Pull / Push -Bar (1" dia., 10" ctc Pull) 422 x 26C 153 9103-0 5. Offset Pull / Push -Bar (1" dia., 10" ctc Pull) 422 x 39C 159 9190-0 6. Push Plate (.050 4"X 16") 54 30S 4 x 16 8200 4 x 16 7. Push Plate (.050 6"X 16") 56 30S 6 x 16 8200 6" X 16" 8. Pull Plate (1" dia., 10" ctc - .050" X 4" X 16") 5426C 34J 4 x 16 8303-0 4" X 16" A. Adjust dimensions of push plates to accommodate stile and rail dimensions, lite and louver cutouts, and adjacent hardware. Where required by adjacent hardware, push plates shall be factory drilled for cylinders or other mortised hardware. All push plates shall be beveled 4 sides and counter sunk. B. Where possible, provide back-to-back, and concealed mounting for pulls and push bars. Push bar length shall be 3" less door width, or center of stile to center of stile for stile & rail or full glass doors. 2.8 COORDINATORS A. Acceptable manufacturers and respective catalog numbers: Ives Door Controls Hager 1. Bar Coordinator COR x FL 600 x Filler 297D x 297F 2. Mounting Bracket MB Series AB, C Series 297 Series B. Provide coordinators at all pairs of doors having automatic flush bolts and closers on the inactive leaf, and for pairs of doors having vertical rod/mortise exit device combinations with overlapping astragals. C. Provide appropriate filler bars, closer mounting brackets, carry bars, and special top latch preparations as required by adjacent hardware. 2.9 CLOSERS A. Acceptable manufacturers and respective catalog numbers: LCN Falcon Norton 1. 4050 / 4050 EDA SC70 / SC70 HD 7500 / PR7500 B. Obtain door closers from a single manufacturer, although several may be indicated as offering products complying with requirements. C. Provide extra heavy duty arm (EDA / HD) when closer is to be installed using parallel arm mounting. DOOR HARDWARE Section 08 7100 - Page 7 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 Issue Date: 03/29/2019 La Quinta Resort and Club Meeting Rooms D. Hardware supplier shall coordinate with related trades to insure aluminum frame profiles will accommodate specified door closers. E. Closers for fire -rated doors shall be provided with temperature stabilizing fluid that complies with standards UL10C. F. Unless otherwise specified, all door closers shall have full covers and separate adjusting valves for sweeps, latch, and backcheck. G. Provide closers for all labeled doors. Provide closer series and type consistent with other closers for similar doors specified elsewhere on the project. H. Provide closers with adjustable spring power. Size closers to insure exterior and fire rated doors will consistently close and latch doors under existing conditions. Size all other door closers to allow for reduced opening force not to exceed 5 lbs. I. Install closers on the room side of corridor doors, stair side of stairways and interior side of exterior doors. J. Closers shall be furnished complete with all mounting brackets and cover plates as required by door and frame conditions, and by adjacent hardware. 2.10 KICK PLATES AND MOP PLATES A. Furnish protective plates as specified in hardware groups. B. Where specified, provide 10" kick plates, 34" armor plates, and 4" mop plates. Unless otherwise specified, metal protective plates shall be .050" thick; plastic plates shall be 1/8" thick. C. Protective plates shall be 2" less door width, or 1" less door width at pairs. All protective plates shall be beveled 4 sides and counter sunk. Protection plates over 16" shall not be provided for labeled doors unless specifically approved by door manufacturers fisting. D. Where specified, provide surface mounted door edges. Edges shall butt to protective plates. Provide edges with cutouts as required adjacent hardware. When protection plates over 16" are provided for labeled doors, the plate shall be labeled. E. Adjust dimensions of protection plates to accommodate stile and rail dimensions, lite and louver cutouts, and adjacent hardware. Where required by adjacent hardware, protection plates shall be factory drilled for cylinders or other mortised hardware. 2.11 OVERHEAD STOPS A. Acceptable manufacturers and respective catalog numbers: Glynn -Johnson Rixson Sargent 1. Heavy Duty Surface Mount GJ900 Series 9 Series 590 2. Heavy Duty Concealed Mount GJ100 Series 1 Series 690 B. Unless otherwise specified, furnish GJ900 series overhead stop for hollow metal or 1-3/4" solid core doors equipped with regular arm surface type closers that swing more than 140 degrees before striking a wall, for hollow metal or 1-3/4" solid core doors that open against equipment, casework, sidelights, or other objects that would make wail bumpers inappropriate, and as specified in hardware groups. C. Furnish sex bolt attachments for wood and mineral core doors unless doors are supplied with proper reinforcing blocks. D. Provide special stop only ("SE" suffix) overhead stops when used in conjunction with electronic hold open closers. E. Do not provide holder function for labeled doors. Section 08 7100 - Page 8 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc. La Quinta Resort and Club Meeting Rooms 2.12 WALL STOPS AND HOLDERS A. Acceptable manufacturers and respective catalog numbers: City Resubmission #1 Issue Date: 03/29/2019 Ives Hager Burns 1. Wrought Convex Wall Bumper WS406CVX 232W 570 2. Wrought Concave Wall Bumper WS406CCV 236W 575 3. Automatic Wall Holder WS40 326W 533 B. Furnish a stop or holder for all doors. Furnish floor stops or hinge pin stops only where specifically specified. C. Where wall stops are not applicable, furnish overhead stops. D. Do not provide holder function for labeled doors. 2.13 MAGNETIC HOLD OPENS A. Acceptable manufacturers and respective catalog numbers: LCN ABH Edwards 1. Wall Holder SEM 7800 2000 1500 B. Magnetic hold opens shall be independently certified by ANSI for compliance with ANSI A156.15, Grade 1 (2006). C. Magnetic holder's housing and armature shall be constructed of a die cast zinc material. D. Provide types as listed in groups. E. Where wall conditions do not permit the armature to reach the magnet, provide extensions. F. Provide proper voltage and power consumption as required by Division 16. G. Coordinate electrical requirements and mounting locations with other trades. 2.14 WEATHERSTRIP, GASKETING A. Acceptable manufacturers and respective catalog numbers: Zero Pemko NGP Reese 1. Weatherstrip 429 2891 PK 70ONA 755 2. Adhesive Gasket 188 S88 5050 797 3. Mullion Seal/Silencer 8780 5110 5100N 4. Meeting Edge Seals 8193 18041 9605 959 5. Adhesive Edge Seal **** S771 5060 **** 6. Sweeps 8192 18061 NB B606 964 7. Sweep w/ drip 8198 345 N C627 354 8. Drip Cap 142 346 16 R201 B. Weatherstrip and gasketing shall be independently certified by ANSI for compliance with ANSI A156.22 (2005). C. Where specified in the hardware groups, furnish the above products unless otherwise detailed in groups. D. Provide weatherstripping all exterior doors and where specified. E. Provide intumescent and other required edge sealing systems as required by individual fire door listings to comply with positive pressure standards UL 10C. F. Provide Zero 188 smoke gaskets at all fire rated doors and smoke and draft control assemblies. G. Provide gasketing for all meeting edges on pairs of fire doors. Gasketing shall be compatible with astragal design provided by door supplier as required for specific fire door listings. DOOR HARDWARE Section 08 7100 - Page 9 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 La Quinta Resort and Club Issue Date: 03/29/2019 Meeting Rooms 2.15 THRESHOLDS A. Acceptable manufacturers and respective catalog numbers: Zero Pemko NGP Reese 1. Saddle Thresholds 8655 171 425 S205 A. Thresholds shall be independently certified by ANSI for compliance with ANSI A156.21 (2001). B. Hardware supplier shall verify all finish floor conditions and coordinate proper threshold as required to insure a smooth transition between threshold and interior floor finish. C. Threshold Types: 1. Unless otherwise specified, provide saddle threshold similar to Zero 8655 for all exterior openings with an interior floor finish less than or equal to 1/4" in height. 2. Unless otherwise specified, provide half saddle threshold similar to Zero 1674 for all exterior openings with an interior floor finish greater than 1/4" in height. Threshold height shall match thickness of interior floor finish. 2.16 FINISHES AND BASE MATERIALS A. Unless otherwise indicated in the hardware groups or herein, hardware finishes shall be applied over base metals as specified in the following finish schedule: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. HARDWARE ITEM Butt Hinges: Exterior, or Non -Ferrous Butt Hinges: Interior Flush Bolts Exit Devices Locks and Latches Pulls and Push Plates/Bars Closers Protective Plates Overhead Stops Wall Stops and Holders Thresholds Weather-strip, Sweeps Drip Caps Miscellaneous 2.17 KEYING BHMA FINISH AND BASE MATERIAL 613 (US10B) 613 (US10A) 613 (US10B) 313AN (Dark Bronze) 613 (US10B) 613 (US10B) 695 (Dark Bronze) 613 (US10B) 613 (US10B) 613 (US10B) 628 (Mill Aluminum) Dark Bronze 613 (US10B) A. All locks and cylinders shall be keyed as directed by the owner to the owner's existing Master Key System. B. Keying shall be by lock manufacturer where permanent records shall be kept. C. Furnish a total of 2 keys per cylinder. Actual cut keys to be determined by owner. D. Master keys and control keys to be delivered by registered mail to the owner. Change keys shall be delivered in a set up key cabinet. Construction keys shall be delivered to the contractor. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to installation of hardware, installer shall examine door frame installation to insure frames have been set square and plumb. Installer shall examine doors, door frames, and adjacent wall, floor, and ceiling for conditions, which would adversely affect proper operation and function of door assemblies. Do not proceed with hardware installation until such deficiencies have been corrected. Section 08 7100 - Page 10 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc La Quinta Resort and Club Meeting Rooms City Resubmission #1 Issue Date: 03/29/2019 3.2 INSTALLATION A. Before hardware installation, general contractor/construction manager shall coordinate a hardware installation seminar with a 1 week notice to all parties involved. The seminar is to be conducted on the installation of hardware, specifically of locksets, closers, exit devices, continuous hinges and overhead stops. Manufacturer's representative of the above products to present seminar. Seminar to be held at the job site and attended by installers of hardware (including low voltage hardware) for aluminum, hollow metal and wood doors. Training to include use of installation manuals, hardware schedule, templates and physical products samples. B. Install all hardware in accordance with the approved hardware schedule and manufacturers instructions for installation and adjustment. C. Set units level, plumb and true to the line and location. Adjust and reinforce the attachment substrate as necessary for proper installation and operation. D. Drill and countersink units which are not factory -prepared for anchorage fasteners. Space fasteners and anchors in accord with industry standards. E. Drill appropriate size pilot holes for all hardware attached to wood doors and frames. F. Shim doors as required to maintain proper operating clearance between door and frame. G. Unless otherwise specified, locate all hardware in accordance with the recommended locations for builders hardware for standard doors and frames as published by the Door and Hardware Institute. H. Use only fasteners supplied by or approved by the manufacturer for each respective item of hardware. I. Mortise and cut to close tolerance and conceal evidence of cutting in the finished work. J. Conceal push and pull bar fasteners where possible. Do not install through bolts through push plates. K. Install hardware on UL labeled openings in accordance with manufacturer's requirements to maintain the label. L. Apply self-adhesive gasketing on frame stop at head & latch side and on rabbet of frame at hinge side. M. Install hardware in accordance with supplemental "S" label instructions on all fire rated openings N. Install wall stops to contact lever handles or pulls. Do not mount wall stops on casework, or equipment. O. Where necessary, adjust doors and hardware as required to eliminate binding between strike and latchbolt. Doors should not rattle. P. Overhead stops used in conjunction with electrified hold open closers shall be templated and installed to coincide with engagement of closer hold open position. Q. Install door closers on corridor side of lobby doors, room side of corridor doors, and stair side of stairways. R. Adjust spring power of door closers to the minimum force required to insure exterior and fire rated doors will consistently close and latch doors under existing conditions. Adjust all other door closers to insure opening force does not to exceed 5 lbs. S. Adjust "sweep", "latch", & "back check" valves on all door closers to properly control door throughout the opening and closing cycle. Adjust total closing speed as required to comply with all applicable state and local building codes. T. Install "hardware compatible" (bar stock) type weatherstripping continuously for an uninterrupted seal. Adjust templating for parallel arm door closers, exit devices, etc., as required to accommodate weatherstripping. DOOR HARDWARE Section 08 7100 - Page 11 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 Issue Date: 03/29/2019 La Quinta Resort and Club Meeting Rooms U. Unless otherwise specified or detailed, install thresholds with the bevel in vertical alignment with the outside door face. Notch and closely fit thresholds to frame profile. Set thresholds in full bed of sealant. V. Compress sweep during installation as recommended by sweep manufacturer to facilitate a water resistant seal. W. Deliver to the owner 1 complete set of installation and adjustment instructions, and tools as furnished with the hardware. 3.3 FIELD QUALITY CONTROL A. After installation has been completed, the hardware supplier and manufacturers representative for locksets, door closers, exit devices, and overhead stops shall check the project and verify compliance with installation instructions, adjustment of all hardware items, and proper application according to the approved hardware schedule. Hardware supplier shall submit a list of all hardware that has not been installed correctly. B. After installation has been completed, the hardware supplier and manufacturers representative shall meet with the owner to explain the functions, uses, adjustment, and maintenance of each item of hardware. Hardware supplier shall provide the owner with a copy of all wiring diagrams. Wiring diagrams shall be opening specific and include both a riser diagram and point to point diagram showing all wiring terminations. 3.4 ADJUSTMENT AND CLEANING A. At final completion, and when H.V.A.C. equipment is in operation, installer shall make final adjustments to and verify proper operation of all door closers and other items of hardware. . Lubricate moving parts with type lubrication recommended by the manufacturer- B. All hardware shall be left clean and in good operation. Hardware found to be disfigured, defective, or inoperative shall be repaired or replaced. 3.5 HARDWARE SCHEDULE A. The following schedule of hardware groups are intended to describe opening function. The hardware supplier is cautioned to refer to the preamble of this specification for a complete description of all materials and services to be furnished under this section. HWSET #: 01 QTY DESCRIPTION CATALOG NUMBER MFR EA HINGE AS REQUIRED IVE 1 EA PANIC HARDWARE LD-99-EO VON 1 EA SURFACE CLOSER 4050 SCUSH LCN 1 EA RAIN DRIP 142 ZER 1 EA DOOR SWEEP W/DRIP 8198 ZER 1 EA THRESHOLD 8655 ZER FUNCTION: EXIT ONLY. NO OUTSIDE TRIM OR ENTRY HWSET #: 02 QTY DESCRIPTION CATALOG NUMBER EA HINGE AS REQUIRED 1 EA PANIC HARDWARE LD-99-EO 1 EA SURFACE CLOSER 4050 SCUSH FUNCTION: EXIT ONLY. NO OUTSIDE TRIM OR ENTRY MFR IVE VON LCN Section 08 7100 - Page 12 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc La Quinta Resort and Club Meeting Rooms HWSET #: 03 QTY DESCRIPTION EA HINGE 1 EA PANIC HARDWARE 2 EA IC CYLINDER 1 EA SURFACE CLOSER 1 EA STOP 1 EA RAIN DRIP 1 EA DOOR SWEEP W/DRIP 1 EA THRESHOLD CATALOG NUMBER AS REQUIRED C D-99-L AS REQUIRED 4050 EDA WS406 142 8198 8655 City Resubmission #1 Issue Date: 03/29/2019 MFR IVE VON LCN IVE ZER ZER ZER FUNCTION: OUTSIDE LEVER LOCKED AND UNLOCKED BY KEY. INSIDE TOUCHPAD ALWAYS FREE FOR EGRESS. HWSET #: 04 QTY DESCRIPTION CATALOG NUMBER MFR EA HINGE AS REQUIRED IVE 1 EA PANIC HARDWARE CD-99-NL-OP VON 2 EA IC CYLINDER AS REQUIRED 1 EA DOOR PULL CUSTOM PULL TBD BY ARCHITECT 1 EA SURFACE CLOSER 4050 SCUSH LCN 1 EA DOOR SWEEP W/DRIP 8198 ZER 1 EA THRESHOLD 8655 ZER FUNCTION: LATCHBOLT RETRACTED INSIDE BY EXIT DEVICE PUSH PAD AND OUTSIDE BY KEY IN CYLINDER. DOOR LOCKS WHEN KEY IS REMOVED UNLESS PANIC DEVICE IS DOGGED. HWSET #: 05 QTY DESCRIPTION CATALOG NUMBER MFR EA HINGE AS REQUIRED IVE 1 EA KEYED REM MULLION KR4954 VON 1 EA PANIC HARDWARE CD-99-EO VON 1 EA PANIC HARDWARE CD-99-NL-OP VON 4 EA IC CYLINDER AS REQUIRED 2 EA DOOR PULL CUSTOM PULL TBD BY ARCHITECT 2 EA SURFACE CLOSER 4050 SCUSH LCN 2 EA DOOR SWEEP W/DRIP 8198 ZER 1 EA MULLION SEAL 8780N ZER 1 EA THRESHOLD 8655 ZER FUNCTION: LATCHBOLT RETRACTED INSIDE BY EXIT DEVICE PUSH PAD AND OUTSIDE BY KEY IN CYLINDER. DOOR LOCKS WHEN KEY IS REMOVED UNLESS PANIC DEVICE IS DOGGED. DOOR HARDWARE Section 08 7100 - Page 13 of 14 18-0461 - Cuningham Group Architecture, Inc. City Resubmission #1 Issue Date: 03/29/2019 La Quinta Resort and Club Meeting Rooms HWSET #: 06 QTY DESCRIPTION CATALOG NUMBER MFR EA HINGE AS REQUIRED IVE 1 EA STOREROOM LOCK ND80 SCH 1 EA SURFACE CLOSER 4050 SHCUSH LCN 1 EA PROTECTION PLATE 8400 8" X 2" LDW B-CS IVE FUNCTION: ND80 (F86) STOREROOM LOCK OUTSIDE LEVER FIXED. ENTRANCE BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED. HWSET #: 07 QTY DESCRIPTION CATALOG NUMBER MFR EA HINGE AS REQUIRED IVE 1 EA PUSH PLATE 8200 4" X 16" IVE 1 EA SURFACE PULL 8103-10 IVE 1 EA SURFACE CLOSER 4050 LCN 1 EA PROTECTION PLATE 8400 8" X 2" LDW B-CS IVE FUNCTION: PUSH/PULL FREE ENTRY AND FREE EGRESS AT ALL TIMES HWSET #: 08 QTY DESCRIPTION CATALOG NUMBER MFR EA HINGE AS REQUIRED IVE 1 EA CONST LATCHING CONSTANT LBB IVE BOLT TOP BOLT ONLY 1 EA MANUAL FLUSH BOLT MANUAL IVE BOTTOM BOLT ONLY 1 EA DUST PROOF STRIKE DP2 IVE 1 EA STOREROOM LOCK ND80 SCH 2 EA STOP WS406 IVE FUNCTION: ND80 (F86) STOREROOM LOCK OUTSIDE LEVER FIXED. ENTRANCE BY KEY ONLY. INSIDE LEVER ALWAYS UNLOCKED. END OF SECTION Section 08 7100 - Page 14 of 14 DOOR HARDWARE 18-0461 - Cuningham Group Architecture, Inc. r� DIVISION: 09 00 00—FINISHES SECTION: 09 22 26—SUSPENSION SYSTEMS SECTION: 09 53 00—ACOUSTICAL CEILING SUSPENSION ASSEMBLIES REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) EVALUATION SUBJECT: FIRE- AND NON FIRE -RESISTANCE -RATED SUSPENDED CEILING FRAMING SYSTEMS w� APR 10 2019 icc icc icc PMG (b-3'"N "2014 Recipient of Prestigious Western States Seismic Policy Council ,l'�■ (W■a SSPC) Award in Excellence" INTERNATIONAL A Subsidiary of GODECOUNCIr ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. SO/IEC „a65 Producl cerlili-lion Body #1000 Copyright ° 2018 ICC Evaluation Service, LLC. All rights reserved. IMES Evaluation Report ESR-1308 Reissued December 2018 This report is subject to renewal December 2019. www.icc-es.ora 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 09 00 00-FINISHES Section: 09 22 26-Suspension Systems Section: 09 53 00-Acoustical Ceiling Suspension Assemblies REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) EVALUATION SUBJECT: FIRE- AND NON FIRE -RESISTANCE -RATED SUSPENDED CEILING FRAMING SYSTEMS ADDITIONAL LISTEE: ARMSTRONG WORLD INDUSTRIES, INC. 1.0 EVALUATION SCOPE Compliance with the following codes: ■ 2015, 2012, and 2009 International Building Code® (IBC) ■ 2013 Abu Dhabi International Building Code (ADIBC)t tThe ADIBC is based on the 2009 IBC 2009 IBC code sections referenced in this report are the same sections in the ADIBC Properties evaluated: ■ Interior finish ■ Fire resistance • Structural 2.0 USES The Worthington Armstrong Venture (WAVE) ceiling framing systems described in this report are suspended, exposed framing systems of ceiling assemblies used in fire -resistance -rated and nonfire-resistance-rated construction for interior applications. 3.0 DESCRIPTION 3.1 Grid Components: 3.1.1 Main Runners, Nonfire-resistance-rated: Main runners for use in nonfire-resistance-rated ceiling assemblies include the 6100, AL7200, SS7200, 7300, 7302, 7305, 7500, 7502, 6500B, EA7900, 7600, and 76008 7602, 76028, 7603, 76038, 76068, 7607, series. All members are classified as intermediate -duty in accordance with ASTM C635, except the following, which are classified as heavy-duty: 6501, ES7901, EA7903, 6101, 6121A, 6127A, 6132, 6195A, 7301, 7306, 7307, 7501, 7504, 7507, 7508, 7509, 7601, 7604, 7605, 7612, 76128, 76018, 76048 and 76058. Profiles of runners are shown in Figure 1. The 6100, 6101, 7300, 7500, 7600, and 76008 runners are cold -formed from ASTM A568 steel. The runners have a hot -dipped galvanized coating and a factory -installed polyester -painted steel cap or aluminum cap along the entire length of the bottom flange. The 6100, 6500B, 6501, ES7901 and 7600 series have a painted coating in addition to the hot -dipped galvanized coating, and have no cap. The AL 7200, EA7900 and EA7903 runners are cold - formed from 3003-H14 aluminum and have a baked polyester paint coating. The 650013, 6501 and ES7901, EA7900 and EA7903 runners have a polyurethane -filled upper bulb in addition to a polyurethane -coated lower flange. The EA7900C runners are cold -formed from 3105-H24 aluminum and have a baked polyester paint coating and an integral extruded PVC gasket. The EA7900C main runners are classified as intermediate -duty in accordance with ASTM C635 and shall be used in conjunction with EA7920C and EA7940C cross runners listed in Table 3 of this report. The SS 7200 runners are cold -formed from 300 series stainless steel complying with ASTM A480. Table 2 specifies dimensions, lengths, and allowable transverse loads. 3.1.2 EAC Main Runners, Low Voltage, Nonfire- resistance-rated: Main runners for use with low voltage powered lighting systems include the following: EAC Prelude Main Runners: DC730112, DC730110, DC730108, and DC730106; non -powered 730106; EAC Suprafine Main Runners: DC750112, DC750110, DC750108, and DC750106; the non -powered 750106; EAC Silhouette Main Runners: DC760112, DC760110, DC760108, and DC760106; and the non -powered 760106. The EAC Prelude, EAC Silhouette, and EAC Suprafine are classified as heavy-duty in accordance with ASTM C635. See Table 2 for the listed runners, and Figure 1 for a profile of these runners. The EAC main runners are cold -formed from ASTM A568 steel. The runners have a hot -dipped galvanized coating and a factory -installed, polyester -painted steel cap along the entire length of the bottom flange. The EAC Silhouette series has a painted coating in addition to the hot -dipped galvanized coating and have no cap on the bottom flange. The EAC Prelude, EAC Silhouette, and EAC Suprafine main runners have a snap -on upper polymerprofile that supports two tin-plated copper conducted strips that serve to carry the low voltage current. The EAC Silhouette main runners also have a lower conductive snap -on polymer /CC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ofthe subject ofthe report or a recommendation for its use. There is no warranty by7CCEvaluation Service, LLC, express or implied, as am to any finding or other matter in this report, or as to any product covered by the report. NI E116TIUM Copyright © 2018 ICC Evaluation Service, LLC All rights reserved Page 1 of 19 ESR-1308 1 Most Widely Accepted and Trusted Page 2 of 19 conductive strip in the lower box profile in addition to the upper conductive snap -on polymer profile. The snap -on polymer has a flame -spread index of 25 or less and a smoke -developed index of 50 or less, when tested in accordance with ASTM E84. The EAC main runners are used in conjunction with the XL 7300 (Prelude), XL 7500 (Suprafine) and XL 7600 (Silhouette) cross runners listed in Table 3 of this report. 3.1.3 Main Runners, Gravity Loaded, and Nonfire- resistance-rated: Main runners for use to support gravity loads only in non -fire -resistance -rated ceiling assemblies include 730145 series. The suspended ceiling framing system must be installed in accordance with the 2015, 2012, and 2009 IBC Section 808 for ceiling systems up to 4 psf (19.5 kglm2) of uniform gravity load. The 730145 main runners are cold -formed from ASTM A568 steel. The runners have a hot -dipped galvanized coating and a factory -installed, polyester -painted steel cap along the entire length of the bottom flange. The 730145 main runners are used in conjunction with XL7325 and XL 7345 cross runners listed in Table 3 of this report. Profiles of the runners are shown in Figure 1. 3.1.4 Cross Runners, Nonfire-resistance-rated: Cross runners for use in nonfire- resistance -rated ceiling assemblies are the XL6100 series {Interlude), XL6500 series (Sonata), XL7100 series (Prelude), XLAL7200 series (Aluminum Prelude), XLSS7200 series (Stainless Prelude), XL7300 series (Prelude), XL7500 series (Suprafine), XL7600 series (Silhouette), XL76008 series (Silhouette), EA7900 series (Aluminum 'sl,r, inch Clean Room), EA7903 series (Aluminum 11/2 inch Clean Room), and ES7900 series (Steel'51,e inch Clean Room). The XL 6100 series, XL6500 series, XL7100 series, XL 7300 series, XL7500 series, XL7600 series and XL76008 series ES7900 series cross runners are cold -formed from ASTM A568 steel. The cross runners have a hot -dipped galvanized coating and a factory -installed potyester- painted steel cap or aluminum cap along the entire length of the bottom flange. The XL 6100 XL6500, ES7900 and XL 7600and XL 76008 series have a baked polyester painted coating in addition to the hot -dipped galvanized coating, and have no capping on the lower flange. The XLAL 7200, EA7900 and EA7903 series runners are cold -formed from 3003-1114 aluminum and have a baked polyester painted coating. The XL6500 series, ES7900 series, EA7900 series and EA7903 series runners have a polyurethane -filled upper bulb in addition to a polyurethane -coated lower flange. The XLSS 7200 runners are cold -formed from 300 series stainless steel complying with ASTM A480. Table 3 specifies dimensions, lengths, and allowable transverse loads. 3.1.5 Main Runners, Fire -resistance -rated: Main runners for use in fire -resistance -rated ceiling assemblies are the HD 8201, 8300, 8301, 8500 and 8501 runners listed in Table 2. The 8300 and 8500 runners are classified strUcturally as intermediate -duty in accordance with ASTM C635; Models 8301, 8501, and HD 8201 main runners are classified as heavy-duty. Profiles of runners are shown in Figure 1. All members have an inverted T-shape. Members are cold -formed from ASTM A568 steel with a hot -dipped galvanized coating. Models 8300, HD 8201 and 8301 have a factory -installed steel cap along the entire length of the bottom flange. The HD 8201 member has a hot -dipped galvanized coating and a bottom flange cap made from either 3003-H16 or 3105- H16 aluminum. Table 2 specifies dimensions, lengths and allowable transverse loads. 3.1.6 Cross Runners, Fire -resistance -rated: Cross runners for use in fire -resistance -rated ceiling assemblies are the XL 8200 series (Prelude Plus Fire Guard), XL 8300 series (Prelude Fire Guard), and XL 8500 (Prelude Suprafine Fire Guard) series runners listed in Table 3. Profiles of runners are shown in Figure 1. Members are cold -formed from ASTM A568 steel with a hot -dipped galvanized coating. The XL 8300 and XL 8500 series have a factory -installed steel cap along the entire length of the bottom flange. The XL 8200 series members have a hot -dipped galvanized coating and a bottom flange cap made from either 3003-H16 or 3105-H-16 aluminum. Table 3 specifies dimensions, lengths and allowable transverse loads. 3.1.7 Cross Runners, Gravity Loaded, and Nonfire- resistance-rated: Cross runners for use to support gravity loads only and in non -fire -resistance rated ceiling assemblies are the XL 7325 and XL 7345 series runners listed in Table 3. The suspended ceiling framing system must be installed in accordance with the 2015, 2012, and 2009 IBC Section 808 for ceiling systems up to 4 psf (19.5 kglm2) of uniform gravity load. Profiles of the runners are shown in Figure 1. Members are cold -formed from ASTM A568 steel with a hot -dipped galvanized coating and a factory -installed, polyester -painted steel cap along the entire length of the bottom flange. Table 3 specifies dimensions, lengths, and allowable transverse loads. 3.1.8 Materials: Steel runners are cold formed from ASTM A653 CS Type B steel and have a hot -dipped galvanized minimum protective zinc coating of G30, G60, or G90. The steel runners have a carbon steel composition that conforms to ASTM A568 and a zinc protective coating that conforms to ASTM A653. Aluminum runners are cold -formed from 3003-H14 and 3105-H24 aluminum, and the stainless steel runners are cold formed from 300 series stainless steel. 3.2 Hanger Wire: Hanger wire for suspended ceilings, framing members, and any fixtures must comply with Section 13.5.6 of ASCE 7 and IBC Section 2506.2.1. 3.3 BERC Clip: The BERC (Beam End Retaining Clip) System is illustrated in Figure 3. The BERC clip is used to connect main and cross runners to wall molding at the ceiling perimeter. The clip is similar to the BERC-2 clip, described below, except the horizontal leg of the BERC clip is shorter than that of the BERC-2. 3.4 BERC-2 and AL BERC-2 Clips: The BERC-2 and AL BERC-2 clips are illustrated in Figure 2. The clips are used to connect main and cross runners to wall molding at the ceiling perimeter. The BERC-2 clip is manufactured from 0.034-inch-thick (0.864 mm), hot -dipped galvanized, cold -rolled steel complying with ASTM A568. The AL 13ERC-2 clip is fabricated from 0.034- inch-thick (0.864 mm) 3003-H16 or 3105 H16 Aluminum. 3.5 Accessories: Each framing system has accessory items that include support angles and corner caps. Steel for accessory items is manufactured from hot -clipped galvanized, cold -rolled steel complying with ASTM A568 and ASTM A653. 4.0 DESIGN AND INSTALLATION 4.1 General: The suspended ceiling framing system must be installed in accordance with this report and the manufacturer's published installation instructions. The suspended ceiling ESR-1308 I Most Widely Accepted and Trusted Page 3 of 19 framing system must be installed in accordance with the 2015, 2012, and 2009 IBC Sections 808, 1613 and 2506.2.1 for ceiling systems up to 4 psf (19.5 kg/m2). 4.2 Main Runners: Main runners must be installed and leveled to within 114 inch in 10 feet (6.4 mm in 3048 mm). with the supporting wire taut. Vertical support hanger wire must be installed within 3 inches (51 mm) of the main runner fire expansion relief. The design loads for main runners must be less than or equal to the capacities allowed in Table 2 of this report. Supports for the main runners that consist of vertical hangers, perimeter hangers, and lateral force bracing must be installed in accordance with the applicable code. 4.3 Cross Runners: Main runners, or other cross runners, must support cross runners to within'/32 inch (0.80 mm) of the required center - to -center spacing. This tolerance must be noncumulative beyond 12 feet (3658 mm). Intersecting runners must be installed to form a right angle to the supporting members. The maximum design load capacities for cross runners must be less than or equal to the capacities allowed in Table 3 of this report. 4.4 Seismic Design: 4.4.1 Seismic Design Requirements: Seismic design and installation details of the ceiling systems, excluding 730145 main runner, and XL7325 and XL7345 cross runners, must be in accordance with Section 13.5.6 of ASCE 7-10 for the 2015 and 2012 IBC (Section 13.5.6 of ASCE 7-05 for the 2009 IBC) as referenced in IBC Section 1613, except as noted in Section 4.4.2 of this report. Systems classified as intermediate -duty are limited to use in Seismic Design Categories A, B and C. 4.4.2 Ceiling Framing Systems with BERC, BERC-2 and AL BERC-2 Clips: 4.4.2.1 Alternate Installation with BERC-2 and AL BERC-2, for Seismic Design Categories D, E and F: Under this installation, the main runner must be rated heavy-duty and have a minimum simple span allowable uniform load of 16.35 pounds per lineal foot (238 N/m); with a maximum ceiling weight permitted for systems with BERC-2 clips at 4 pounds per square foot (19.5 kg/mz); with a maximum ceiling weight permitted for systems with AL BERC-2 clip at 2 pounds per square foot (9.75 kg/M). With this installation under Section 4.4.2.1, the main and cross runners must be as described in Table 2 and 3 of this report. The BERC-2 and AL BERC-2 clips are used to secure the main runners and cross runners to the wall molding, as detailed below and shown in Figure 2. A nominally 7/a-inch (22 mm) wall molding is used in lieu of the 2-inch (51 mm) perimeter supporting closure angle required by Section 5.2.2 of ASTM E580 and Section 13.5.6.2.2 of ASCE 7-10 for the 2015 and 2012 IBC (Section 13.5.6.2.2 (b) of ASCE 7-05 for the 2009 IBC] for Seismic Design Categories D, E and F. The ceiling system must be as prescribed by the applicable code except for the use of the BERC-2 and AL BERC-2 clips and the 7/8-inch (22 mm) wall molding and elimination of spreader bars. The BERC-2 and AL BERC-2 clips are attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding (see Figure 2). The AL BERC-2 clip requires an additional No. 7 by 7/ie-inch long (minimum) self -piercing sheet metal screw connecting the AL BERC-2 clip to the wall modfing as shown in Figure 2. BERC-2 and AL BERC-2 clips installed on the two adjacent walls where the runners must be fixed (attached wall), are attached to the runner by a No. 7 by 7/16-inch long (minimum) self -piercing sheet metal screw through the fixed hole in the clip and the top flange bulb of the runner. BERC-2 and AL BERC-2 clips installed on opposite walls where the runners must not be fixed to the clips (unattached walls), the clips must not be mechanically connected to the runner by any fastener and must allow the terminal runner end to move 314 inch (19.1 mm) towards and away from the wall, and installation of a No. 7 by 7/ 6-inch long (minimum) self -piercing sheet metal screw through the horizontal slotted hole is optional, as shown in Figure 2. BERC-2 and AL BERG-2 clips installed in this manner are an acceptable means of preventing runners from spreading in lieu of spacer bars (stabilizer bars) required in Section 5 of ASTM E580 for the 2015 and 2012 IBC (CISCA 3-4 for the 2009 IBC), ASTM E580 is referenced in 2015 and 2012 IBC Section 1613 (CISCA 3-4 is referenced in ASCE 7-05, Section 13.5.6.2.2, which is referenced in 2009 IBC Section 1613). The assemblies describbd in in this Section 4.4.2.1 are equivalent to that required by CISCA 34 and Section 5 of ASTM E580. See Figure 2. A single 1/8-inch-diameter (3.175 mm) steel pop rivet complying with Industrial Fastener Institue Standard IFI-114 may be used in lieu of BERC-2 and AL BERC-2 perimeter clips to secure the main runners and cross runners to the wall molding on two adjacent walls (attached walls). The center of the rivet must be 0.25 inch (6.35 mm) from the edge of the wall angle. See Figure 2. 4.4.2.2 Alternate Installation with BERC, BERC-2 and AL BERC-2, for Seismic Design Category C: Terminal ends of the runners are secured by attaching either the BERC, BERC-2 or AL BERC-2 clip to the wall molding and attaching the runners to the clip. The runners have zero clearance at the perimeter on two adjacent walls (attached walls) and 3/8-inch (9.5 mm) clearance an the opposite walls (unattached walls), as detailed in this section and shown in Figure 3. The clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding; the AL BERC-2 clip also requires an additional No. 7 by 7/16-inch long (minimum) self -piercing sheet metal screw through the clip and into the wall molding. When the runners must be fixed attached walls) at two adjacent walls, attach a No.7 by /1$-inch long self -piercing screw through the fixed hole of a BERC-2 or AL BERC-2 clip and the top flange bulb of the runner, or through the fixed hole of a BERC clip and into the web of the runner. BERC-2, AL BERC-2, or BERC clips installed on opposite walls where the runners must not be fixed to the clips (unattached walls), the clips must not be mechanically connected to the runner by any fastener and must allow the terminal runner end to move 318-inch (9.5 mm) towards and away from the wall, and installation of a No. 7 by 7/16-inch long (minimum) self -piercing sheet metal screw through the horizontal slotted hole is optional, as shown in Figure 2. BERC or BERC-2 or AL BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars (stabilizer bars) required in Section 4 of ASTM E580, which is referenced in Section 13.5.6,2.1 of ASCE 7-10, which is referenced in 2015 and 2012 IBC Section 1613 (CISCA 0-2, which is referenced in ASCE 7, Section 13.5.6.2.1, which is referenced in 2009 IBC Section 1613). Except for the use of the BERC or BERC-2 or AL BERC-2 clip as noted above, installation of the ceiling system must be as prescribed by the applicable code. The maximum ceiling weight permitted is 2.5 pounds per square foot (12.2 kg/m2) for ceiling systems using BERC or BERC-2 clips and 2 psf (9.75 kg/m2) for ceiling systems using the AL ESR-1308 I Most Widely Accepted and Trusted Page 4 of 19 BERC-2 clip. With this installation, the main and cross runners must be as described in Tables 2 and 3 of this report, except for CleanRoom AL series (EA7900C, EA7920C, and EA7940C). The assemblies described in this Section 4.4.2.2 are equivalent to that required by Section 4 of ASTM E580, which is referenced in Section 13.5.6.2.1 of ASCE 7-10, which is referenced in 2015 and 2012 IBC Section 1613 ( CISCA 0-2, which is referenced in ASCE 7-05, Section 13.5.6.2.1,which is referenced in 2009 IBC Section 1613). A single '/$-inch-diameter (3.175 mm) steel pop rivet complying with Industrial Fastener Institue Standard IFI-114 may be used in lieu of BERC-2, AL BERC-2, and BERC perimeter clips to secure the main runners and cross runners to the wall molding on two adjacent walls (attached walls). The center of the rivet must be 0.25 inch (6.35 mm) from the edge of the wall angle. See Figures 2 and 3. 4.5 Lighting Fixtures: Lighting fixtures must be installed in accordance with Section 13.5.6 of ASCE 7-10. Lighting fixtures may also be attached to the grid with clips complying with the ICC-ES Acceptance Criteria for Attachment Devices for Recessed Lighting Fixtures (Luminaires) in Suspended Ceiling Systems (AC184). The lighting fixtures may also be attached to the framing members with sheet metal screws having a minimum allowable shear strength of 314 Ibf (1395 N) and minimum allowable tension strength of 137 Ibf (609.6 N) for a No. 20/20 gage metal -to -metal connection. 4.6 Partitions: Partitions must be laterally supported as required by Section 13.5.8 of ASCE 7, as referenced by the applicable IBC Section 1613. 4.7 Two-hour Fire -resistance -rated Floor -ceiling Assembly: The floor -ceiling assembly described in Section 4.7 has a two-hour fire -resistance rating (refer to Figure 5 for details): 4.7.1 Structural Beams: The structural floor beams supporting the floor -ceiling assembly are minimum W8x15, or an equivalent -sized steel beam having a minimum weight -to -heated -perimeter ratio, W/D, of 0.54, In accordance with Section 704.3 of the 2015, 2012, and 2009 IBC, structural steel floor beams need not be individually fire -protected when the suspended ceiling forms the protective membrane for the fire -resistance -rated assembly. However, structural floor beams must be individually protected on all sides for the full length with materials having the required fire -resistance rating, when they support directly applied loads from a floor and roof or more than one floor, or where the required fire -resistance rating of such members is greater than two hours. 4.7.2 Floor Joists: Floor joists are minimum 10K1 steel bar joists, spaced a maximum of 24 inches (610 mm) on center. Each joist must be welded to end supports, and must have '/2-inch-diameter (12.7 mm) steel bar bridging members welded to top and bottom chords of each joist at midspan. 4.7.3 Steel -floor Decking: The concrete deck is either supported by minimum No. 22 gage [0.0299 inch (0.759 mm)] galvanized steel deck panels with 119132-inch- deep (32.5 mm) flutes spaced 6 inches (152 mm) on center, or is supported by minimum No. 20 gage [0.0359 inch (0.91 mm)] galvanized steel cellular panels having 3-inch-deep (76 mm) flutes. When a blend of fluted and cellular steel deck panels is used, the concrete topping thickness is measured from the top plane of the cellular deck panels. The steel deck panels must be welded to supports at 12 inches (305 mm) on center. Adjacent deck panels must be button -punched or welded together at 36 inches (914 mm) on center at side joints. Where fluted and cellular floor deck panels are installed end -to -end, galvanized steel angles must be tack -welded to the cellular floor deck panels in such a manner as to cover the cells. 4.7.4 Concrete Floor: The concrete floor must be a minimum of 2'/2 inches (63.5 mm) thick, measured from the top of the metal deck panels, and normal -weight concrete with carbonate or siliceous aggregates. The concrete most have a minimum density of 150 t 3 pcf (2400 ± 48 kg/m3), and a minimum compressive strength of 3,000 psi (20.7 MPa). The middle of the slab must be reinforced with 6x6-W1.4xW1.4 welded wire fabric. 4.7.5 Suspended Ceiling Members: 4.7.5.1 Main Runners: Main runners are either the 8300, 8301 or HD 8201. The main runners are 12 feet (3657.6 mm) long and spaced a maximum of 4 feet (1219.2 mm) on center. The design loads for main runners must be less than or equal to the capacities shown in Table 2_ Vertical hangers, perimeter hangers, and lateral -force bracing for the main runners are installed in accordance with the code. The distance from the bottom side of the floor decking to the bottom side of the main runners is a minimum of 193/4 inches (502 mm). 4.7.5.2 Cross Runners: Cross runners are either the XL 8200 series (Prelude Plus Fire Guard) or XL 8300 series Prelude Fire Guard). Main runners must be located within /32 inch (0.79 mm) of the required center distances, and this tolerance must be noncumulative beyond 12 feet (3657.6 mm). Intersecting runners must be installed to form a right angle to the supporting members. The design loads for cross runners must be less than or equal to the capacities shown in Table 3. A cross runner that supports another cross member must have a minimum uniformly distributed load capacity of 12 pounds per linear foot (175 N/m). 4.7.5.3 Hanger Wire: The suspended ceiling is supported by No. 12 SWG [0.105 inch (2.7 mm) in diameter] galvanized steel wire that is attached to the concrete slab through the steel floor units, before concrete placement, or attached to hanger clips. The hanger clips are minimum 0A45-inch-thick (1.14 mm), 2-inch-wide (51 mm), 3'/2-inch-long (90 mm), galvanized steel clips that are hooked at one end, for attachment over the male leg of steel floor units, and spaced as required for hanger wire attachment. Hanger wires are spaced a maximum of 48 inches (1219 mm) on center or must be located at every other main runner/cross-tee intersection, whichever dimension is less along main runners. Hanger wire must be located at all four corners of light fixtures, at mid -span of cross tees next to 4- and 5-foot-long (1219 and 1524 mm) light fixtures and air duct outlets, and next to each main runner splice. Additional hanger wires are required at the mid -span of those cross tees running parallel and nearest to the walls and those near the end of cut cross tees longer than 2 feet (610 mm) that abut wails. 4.7.6 Acoustical Material: Acoustical lay -in ceiling panels used with the suspended ceiling system are the nominal panel sizes and types shown in Table 1. Panels are nominally 5/8 inch (15.9 mm) or 3/4 inch (19.1 mm) ESR-1308 I Most Widely Accepted and Trusted Page 5 of 19 thick. Border panels are supported at walls by 24 MSG Painted steel channels, 1 inch (25 mm) deep, with a 2-inch (23.8 mm) bottom flange. Optional support method consists of BERC-2 clip at wall attached to "As inch x 15/,8 inch No. 24 MSG painted steel channels. 4.7.7 Hold-down Clips: Hold-down clips, produced from No. 24 gage spring steel, must be used for ceiling panels weighing less than one pound per square foot. When the ceiling is composed of nominally 24-by-24-inch (610 by 610 mm), 24-by-36-inch (610 by 914 mm), or 30-by-30- inch (762 by 762 mm) lay -in panels, one clip is placed over bulbs of cross tees near cross tee midpoints. When the ceiling is composed of 20-by-60 inch (508 by 1524mm), 36-by-36-inch (914 by 914 mm), 24-by-48-inch (610 by 1219 mm), 30-by-60-inch (762 by 1524 mm), 36-by-60- inch (914 by 1524 mm) or 48-by- 48-inch (1219 mm) lay -in panels, two clips are placed over bulbs of each cross tee near cross tee quarter -points. One leg of each clip is cut off when placement is over bulbs of cross tees adjacent to the long side of light fixtures. 4.7.8 Recessed Light Fixtures: Fluorescent -lamp -type, steel housing fixtures can be used in the fire -resistance - rated assembly, provided the fixtures measure 1 by 4 feet (305 by 1219 mm), 2 by 2 feet (610 by 610 mm), 2 by 4 feet (610 by 1219 mm), 20 by 48 inches (508 by 1219 mm) or 20 by 60 inches (508 by 1524 mm). The nominally 1-by-4-Foot (305 by 1219 mm), 2-by-2-foot (610 by 610 mm) and 2-by-4-foot (610 by 1219 mm) fixtures may include vented sides for air boots and vented tops for air -return purposes. Linear air diffusers and linear air returns must be used with nominally 20-by-48-inch (508 by 1219 mm) fixtures. When nominally 20-by-60-inch (508 by 1524 mm) fixtures are used, fixture stabilizers are used to supplement the hanger wires occurring at the mid -span of the 5-foot-long (1524 mm) cross tees. When nominally 1-by-4-foot (305 by 1219 mm) fixtures are used, the aggregate number of fixtures must not exceed four per 100 square feet (9.3 m2) of ceiling area. When nominally 2-by-2-foot (610 by 610 mm) fixtures are used, the aggregate number of fixtures must not exceed five per 100 square feet (9.3 mz) of ceiling area. When nominally 2-by-4-foot (610 by 1219 mm), 20-by-48-inch (508 by 1219 mm), or 20-by-60-inch (508 by 1524 mm) fixtures are used, the aggregate number of fixtures must not exceed three per 100 square feet (9.3 m2) of ceiling area. The fixtures must be wired in conformance with an approved electrical code. The recessed light fixture must be protected on the topside with acoustical ceiling the panel material having a minimum thickness of 518 inch (15.9 mm). The panels are cut into pieces to farm a five -sided enclosure which is rectangular or trapezoidal in cross section, depending upon fixture type, and which is approximately 112 inch (12.7 mm) longer and wider than the fixture, with sufficient depth to provide at least 1 inch (12.7 mm) of clearance between the fixture and the enclosure. The pieces are held together with 8d nails. Spacers provide the 04-inch (31.7 mm) clearances when placed on top of fixtures located away from the ballasts. When no air -handling or air -return fixtures are used, a maximum 11I4-inch (31.7 mm) separation must be maintained between the long fixture protection sidepieces and the top piece. When air supply light fixtures with air boots are used, fixtures and air boots must be fully enclosed except for the nominally 28-square-inch (18 064 mm2) opening needed for the connection to air -supply ducts. 4.7.9 Air Duct: Air ducts are permitted in the assembly provided the ducts are constructed of minimum No.22 MSG galvanized steel and aggregate duct opening area is less than or equal to 113 square inches (72 903 mm2) per 100 square feet (9.2 m2) of ceiling area. The maximum air duct -opening dimension is 12 inches (305 mm). 4.8 8500 (Prelude SupraFine Fire Guard) Series One - hour Fire -resistance -rated Roof -ceiling System: This exposed grid system consists of the 8500 series main runners and the XL 8520 or XL 8540 cross runners, and is part of a one -hour fire -resistance -rated floor -ceiling system. The rating applies to restrained and unrestrained assemblies as described in ASTM E119. See Figure 4 for assembly details. General requirements in 2015 and 2012 IBC Section 711 and 2009 IBC Section 712 must be observed. 4.9 Special Inspection: Suspended ceilings in Seismic Design Categories C, D, E and F are subjected to periodic special inspections during the installation of the suspended ceiling systems and their anchorage in accordance with the following requirements: • For installations in accordance with Section 4.4.2 of this report, special inspection must be conducted as indicated in 2015 IBC Sections 1704.3, 1704.5, 1705.1.1 and 1705.13.2; 2012 IBC Sections 1704.3, 1705.1.1, 1705.11.4 and Item 3 of Section 1705.12; and 2009 IBC Section 1704.15, Item 3 of Section 1708.1, and 1708.4, as applicable. •. For installation in accordance with Section 4.4.1 of this report, special inspection must must be in compliance with the following: Section 11A.1.3.9, Item 2, of ASCE 7-10 for the 2015 and 2012 IBC [Section 13.5.6.2.2 (h) of ASCE 7-05, and 2009 IBC Section 1705.3.4, Item 3 for the 2009 IBC; Section 13.5.6.2.2 (h) of ASCE 7-05, as applicable]. • The special inspector must verify that the ceiling framing systems are as described in this report, and comply with the this report and the approved construction documents. A statement of special inspection must be provided as required by 2015 and 2012 IBC Section 1704.3 (2009 IBC Sections 1705.2 and 1705.3 for the 2009 IBC). 5.0 CONDITIONS OF USE The suspended ceiling systems described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The ceiling suspension main runners, cross runners, and BERC, BERC-2 and AL BERC-2 clips must be fabricated and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the manufacturer's installation instructions and this report, this report governs. 5.2 Design loads and spans of main and cross runners must comply with Tables 2 and 3 of this report. 5.3 Suspended ceiling systems must be designed and installed in accordance with ASCE 7 Section 13.5.6 as referenced by the applicable IBC Section 1613. The documents must be prepared by a registered design professional where required by statutes of the jurisdiction in which the project is to be constructed. 5.4 Special inspections must be provided in accordance with Section 4.9 of this report. 5.5 For Seismic Design Category C, D, E or F, a quality assurance plan complying with IBC Chapter 17, ESR-1308 I Most Widely Accepted and Trusted Page 6 of 19 including 2015 and 2012 IBC Section 1704.3 (2009 6.0 EVIDENCE SUBMITTED IBC Sections 1705.2 and 1705.3) must be submitted to the code official. 6.1 Data in accordance with the ICC-ES Acceptance p 5.6 The ceiling framing systems must not be used to Criteria for Suspended Ceiling Framing Systems (AC368), dated July 2015. provide lateral support for walls or partitions, except 6.2 as provided for in ASCE 7, Section 13.5.8.1 as Reports of fire -resistance tests in accordance with referenced in the applicable IBC Section 1613. ASTM E119. 5.7 The ceiling systems must be braced to resist seismic 6.3 Reports of comparative seismic qualification tests in forces as determined from Section 1613 of the IBC. accordance with the ICC-ES Acceptance Criteria for 5.8 The systems are limited to ceilings not considered Seismic Certification by Shake -table Testing of Nonstructural Components (AC156), dated October accessible in accordance with Item 28 of 2015 and 2010 (editorially revised May 2015). 2012 IBC Table 1607.1 (Item 31 of 2009 IBC Table 1607.1). 7.0 IDENTIFICATION 5.9 The supporting construction for the ceiling system has 7.1 Cartons of framing members, clips and accessories not been evaluated and is outside the scope of this are identified with the name and address of report. The code official must approve the floor or roof Armstrong World Industries, Inc.; the acronym construction supporting the suspended ceiling "WAVE"; number designations specifying gage of system. steel, depth of section and length; and the evaluation 5.10 The ceiling systems recognized in this report have report number (ESR-1308). been evaluated for use in interior applications. 7.2 The report holder's contact information is the Exterior applications are outside the scope of this following: report. WORTHINGTON ARMSTRONG VENTURE (WAVE) 5.11 Lay -in ceiling panels must be justified to the 101 LINDENWOOD DRIVE, SUITE 350 satisfaction of the code official as complying with the MALVERN, PENNSYLVANIA 19355 interior finish requirements of Chapter 8 of the (610) 722-1218 applicable code. www.armstronci.com 5.12 The electrical safety of the EAC main runners is rameenarmstron ceitin s.com outside the scope of this report. EAC main runners 7.3 The Additional Listee's contact information is the must be installed in accordance with the applicable following: provisions of the National Electrical Code. ARMSTRONG WORLD INDUSTRIES, INC. 5.13 Suspended ceiling system with 730145 main runner, POST OFFICE BOX 3001 and XL7325 and XL7345 cross runners have only LANCASTER, PENNSYLVANIA 17604 been evaluated for gravity loads only. Seismic design is outside the scope of this report. TABLE 1—ACOUSTICAL MATERIALS ACOUSTICAL PANEL SIZE (inches) ACOUSTICAL MATERIAL TYPE' STEEL FLOOR DECK PANEL TYPE 0 by 60 P(S OR P) OR PC(S) F, C or B 20 by 60 P(S OR P) OR PC(S) F or B1 24 by 24 BF(S) 24 by 24 BF(S) F, C or B 24 by 24 or 36 P(S) F F, C or B 24 by 24 or 36 PC(S) C or B 24 by 24 or 36 P(S) F 24 by 48 or 60 P(S OR P) OR PC(S) F, C or B 24 by 48 or 60 P(S OR P) OR PC(S) F or B1 30 by 30 P(S) 30 by 30 PC(S) F, C or B 30 by 30 P(S) C or B F 30 by 60 P(S) OR PC(S) F, C or B 36 by 36 PC(S) F, C or B 36 by 36 PC(S) F or B1 36 by 60 PC(S) F, C or B 48 by 48 PC(S) F, C or B For SI: 1 inch = 25.4 mm '(S) = surface perforations, (P) = through perforations. 2(F) = all fluted steel deck panels, (C) = all cellular steel floor deck panels, (B) = any blend of fluted and cellular floor deck panels, (B,) = blend of one cellular floor deck panels and one or more fluted deck panels. ESR-1308 1 Most Widely Accepted and Trusted Page 7 of 19 TABLE 2-DIMENSIONS AND ALLOWABLE LOADS FOR MAIN RUNNERS CATALOG NOTE TYPE LENGTH METAL MAXIMUM ALLOWABLE NUMBER (SEE FIGURE 1) (inches) THICKNESS SPAN LOADS (inch) (feet) Simple Span Uniform Load (lb.11in. ft.) 6100 1 M 144 0.013 4 12.6 6101 1 M 144 0.019 4 16.79 6121A 1 M 144 0.019 4 16.79 6127A i M 120 0.019 4 16.79 6132 1 M 132 0,019 4 1679 6195A 1 M 126 0.019 4 16.79 6500E 5 P 144 0,015 4 1592 6501 1,5 P 144 0.018 4 19.42 Al7200 1 B 144 0.021 3 13.47 SS 7200 3 B 144 0.015 4 12.23 7300 1 A 144 0.010 4 13.5 7301 1 A 144 0.015 4 16.73 730106 1,8 S 72 0.017 4 17.35 730145 1,7 U 144 0.0195 4 40.16 7302 1 A 120 0.010 4 13.5 7305 1 A 140 0.010 4 13.5 7306 1 A 132 0.015 4 17.25 7307 1 A 126 0.015 4 17.25 7500 1 H 144 0.013 4 12.75 7501 1 H 144 0.018 4 16.86 7502 1 H 120 0.013 4 12.38 7504 1 H 120 0.018 4 16,28 7507 1 H 144 0.018 4 16,28 DC730112 1.8 S 144 0.017 4 1735 DC730110 1, 8 S 120 0.017 4 1735 DC730108 1,8 S 96 0,017 4 17.35 DC730106 1,81 S 72132 0.017 4 17.35 7508 1 H 126 0.018 4 16.28 7509 1 H 144 0,018 4 16.28 DC750112 1 N 120 0.019 4 16.83 DC750110 1 N 96 0.019 4 16.83 DC750108 1 N 72 0.019 4 16.83 DC750106 1 N 72 0.019 4 16.83 750106 1 N 144 0,019 4 16.83 7600 1 K 144 0.013 4 13.10 76008 1 L 144 0.013 4 13.10 7601 1 K 144 0.017 4 16.35 76018 1 L 120 0.017 4 16.35 7602 1 K 120 0.017 4 13.10 76028 1 L 144 0.013 4 13.10 7603 1 K 144 0.013 4 12.28 76038 1 K 120 0.013 4 12.28 7604 1 K 120 0.017 4 16.35 76048 1 L 120 0.017 4 16.35 7605 1 K 120 0.017 4 16.35 76058 1 L 120 0,017 4 16.35 7606 1 K 120 0.013 4 13,07 76068 1 L 120 0.013 4 13.07 7607 1 K 144 0.013 4 12.8 7612 1 K 144 0.018 4 16.48 76128 1 K 144 0.018 4 16A8 DC760112 1 O 120 0.015 4 16.44 DC760110 1 O 96 0.015 4 16.44 DC760108 1 O 72 0.015 4 16,44 DC760106 1 O 72 0.015 4 16,44 760106 5 O 144 0.015 4 16.44 EA7900 6.8 Q 144 0.026 4 12.26 EA7900C 5 T 144 0.021 4 14,09 EA7903 5 R 144 0.022 4 16.74 ES7901 1, HD Q 144 0.015 4 18.33 HD 8201 1 A 144 0.015 4 16.73 8300 1 A 144 0.010 4 13.5 8301 1 A 144 0.015 4 16.73 8500 1 H 144 0.013 4 13.31 8501 H 0.018 4 16.86 For SI: 1 inch = 25 4 mm, 1 foot = 304.8 mm, 1 Ib./lin ft. = 14.6 N/m, 1 lb = 4.44 N. NOTES: 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched 4 = Hanger wire support at mid -span 5 = Polyurethane filled upper bulb / polyurethane coated lower flange 6 = Integral PVC gasket. 7 = Limited to gravity usage Seismic design is outside the scope of evaluation. 8 = Lateral support/bracing is required at 24 inches on center, HD = Hot -dipped galvanized finish ESR-1308 1 Most Widely Accepted and Trusted TABLE 3-DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS 8of19 CATALOG NOTE TYPE LENGTH METAL MAXIMUM SIMPLE SPAN NUMBER (inches) THICKNESS SPAN UNIFORM (inch) (feet) LOAD 1 (Ib./Iin. ft.) 6100 Series XL 6110 2 M 12 0.013 1 66.89 XL 6161 2 M 21 0.013 1 75 66.89 XL 6120 2 M 24 0.013 2 6689 XL 6167 2 iN 27 0.013 2.25 49.32 XL 6170 2 M 30 0.013 2.5 38.8 XL 6162 2 M 42 0.013 35 20 XL 6140 2 M 48 0.013 4 12.6 XL 6164 2 M 54 0.013 4.5 9.2 XL 6150 2 M 60 0.013 5 5.8 XL 6190 2,4 M 72 0.013 4 12.6 XL 6180 2,4 M 96 0.013 4 12.6 6500 Series XL6521 5 P 24 0.014 2 42.00 XL6541 5 P 48 0.014 4 15.88 7100 Series XL 7128 1 E 24 0.010 2 33 XL 7148 1 E 48 0.010 4 6 AL 7200 Series XLAL7220 2 B 24 0.021 2 44.45 XLAL7240 2 B 48 0.021 4 6.33 SS 7200 Series XLSS7220 3 B 24 0.015 2 61.66 XLSS7240 3 B 48 0.015 4 10.4 7300 Series XL 7318 2 D 12 0 009 1 36.00 XL 7398 2 D 18 0.009 1.5 36.00 XL 7368 2 D 20 0.009 1.67 36.00 XL 7328 2 D 24 0 009 2 36.00 XL 7320 2 A 24 0.011 2 61.33 XL 7325 2,7 U 24 0.0195 2 46.72 XL 7378 2 D 30 0.009 2.5 16.54 XL 7330 2 D 36 0.010 3 20,83 XL 7348 2 D 48 0.009 4 6.78 XL 7345 2.7 U 48 0.0195 2 46.72 XL 7342 2 C 48 0.009 4 7.80 XL 7340 2 A 48 0.010 4 12.25 XL 7341 2 A 48 0.015 4 16.89 XL 7357 2 A 60 0.015 5 7.61 XL 7358 2 A 60 0.015 5 7.61 XL 7390 2 A 72 0.010 6 3.3 XL 7390 2,4 A 48 0.010 4 12.24 XL 7380 2 A 96 0.010 8 1.57 XL 7380 2,4 A 96 0.010 4 12.12 7500 Series XL 7510 1 H 12 0 010 1 51.83 XL 7561 1 H 21 0.010 1.75 51.83 XL 7560 1 H 20 0.010 1.67 51.83 XL 7520 1 H 24 0.010 2 51.83 XL 7567 1 H 27 0.010 225 28.67 XL 7570 1 H 30 0.010 2.5 28.67 XL 7530 1 H 36 0 010 3 21.03 XL 7562 1 H 42 0.010 3.5 12.67 XL 7540 1 H 48 0.010 4 10.34 XL 7541 1 H 48 0.013 4 12.73 XL 7549 1 H 48 0 018 4 16.42 XL 7564 1 H 54 0.010 4.5 6.72 XL 7558 1 H 60 0.013 5 58 XL 7590 1,4 H 72 0.013 4 12.73 XL 7580 1,4 H 96 0.013 4 12.73 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 Ib./lin. ft. = 14.6 N/m, 1 Ib. = 4.44 N. ESR-1308 I Most Widely Accepted and Trusted TABLE 3-DIMENSIONS AND ALLOWABLE LOADS FOR CROSS RUNNERS (Continued) e9of19 CATALOG NUMBER NOTE TYPE LENGTH (inches) METAL MAXIMUM THICKNESS SPAN (inch) (feet) SIMPLE SPAN UNIFORM LOAD (lb.11in. ft.) 7600 Series XL 7610 1 1 12 0.015 1 71.66 XL 7660 1 1 20 0 015 1.67 71.66 XL 7620 1 1 24 0.015 2 71.66 XL 7670 1 1 30 0.015 2.5 39.86 XL 7640 1 1 48 0.015 4 13.53 XL 7646 1 1 48 0.015 4 13.21 XL 7645 1 I 48 0.015 4 1285 XL 7650 1 1 60 0.015 5 6.09 XL 7655 1 1 60 0.015 5 5.71 XL 7657 1 1 60 0.015 5 5.90 XL 7690 1,4 K 72 0 013 4 1259 XL 7680 1,4 K 96 0.013 4 12.59 76008 Series XL76108 1 J 12 0 015 1 69.69 XL 76608 1 J 20 0.015 1.67 69.69 XL 76208 1 J 24 0.015 2 69.69 XL 76708 1 J 30 0.015 2.5 47.76 XL 76408 1 J 48 0.015 4 14.11 XL 76468 1 J 48 0.015 4 13.01 XL 76458 1 1 48 0.015 4 12.6 XL 76508 1 J 60 0.015 5 9 XL 76558 1 J 60 0.015 5 7 XL 76578 1 J 60 0.015 5 7 XL 76908 1.4 L 72 0 013 4 12.6 XL 76808 1.4 L EA7900 96 Series 0.013 4 12.6 EA 7920 5 Q 24 0.026 2 66.62 EA 7920C 6 T 24 0.021 2 41.92 EA 7940 5 Q 48 0.026 4 15.32 EA 7940C 6,8 T 48 0.021 4 12,67 _ EA7903 Series EA 7927 5 R 24 0.022 2 60.55 EA 7947 5 R 48 0.022 4 17.66 ES7901 Series ES 7920 5 Q 24 0.015 2 60,83 ES 7940 5 Q 48 L 0.015 4 16.83 XL8200 Series XL 8223 2, HD B 24 0.013 2 38.63 XL 8240 2, HD B 48 0.013 4 12.75 1 D 8300 Series 1 45.4 XL 8313 2 12 0.009 XL 8323 2 D 24 0.009 2 40.45 XL 8320 2 A 24 0.011 2 61.33 XL 8378 2 A 30 0.011 2.5 20.84 XL 8330 2 A 36 0.011 3 23.11 XL 8340 2 A 48 0.011 4 12.25 XL 8341 2 A 48 0.015 4 16.89 XL 8357 2 A 60 0.015 5 7.47 XL 8358 2 A 1 60 1 8500 Series 0.015 5 1 7.53 XL 8520 1 H 24 0.013 2 58.5 XL 8540 1 H 1 48 0.013 4 12.73 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 Ib./lin. ft. = 14.6 N/m, 1 lb. = 4.44 N. NOTES: 1 = Single stitched web 2 = Double stitched web 3 = Available stitched or unstitched 4 = Hanger wire support at midspan 5 = Polyurethane filled upper bulb / polyurethane coated lower flange 6 = Integral PVC Gasket 7 = Limited to gravity usage. Seismic design is outside the scope of evaluation- 8 = Lateral support/bracing is required at 24 inches on center. HD = Hot -dipped galvanized finish ESR-1308 1 Most Widely Accepted and Trusted Page 10 of 19 I 90 TYPE TYPE D TYPE G 15 i� TYPE B TYPE E I a 9 90 TYPE H FIGURE 1—RUNNER PROFILES TYPE C 32 4 18 L IL 16 TYPE F B �I 1 90, TYPE I ESR-1308 I Most Widely Accepted and Trusted 4 13 32 14 909 64 TYPE J Page 11 of 19 1 4 AZ A � 3 4 19 64 1 4 3 9 64 16 TYPE K 1 13 4 + 32 17,f32n 1 4 1 19 I i1 I [4 1 Y4 " 3 3 16 16 r h16'.� 9 16 TYPE M TYPE N lot lot � 4 1 4n 5 1 311 4 r T 911 r 1511 - 0- 16 16 TYPE P TYPE Q FIGURE 1—RUNNER PROFILES (Continued) 1 8 9 16 64 TYPE L 1 TYPE O 1� 4 r 1 In F z TYPE R ESR-1308 I Most Widely Accepted and Trusted Page 12 of 19 t 17 32 5 l8 4 � 16 1 TYPE S } 4 '�- �23 64 f ll� 1 232 15 _ 16 TYPE T FIGURE 1—RUNNER PROFILES (Continued) E �-15--� TYPE U i ESR-1308 I Most Widely Accepted and Trusted Page 13 of 19 BERC 2 CLEARANCE WALL INSTALLATION (UNATTACHED WALL) Lt:: � � ` • —9 BERC 2 TIGHT WALL INSTALLATION (ATTACHED WALL) 4 p o v o -EW TIGNTENE➢ THROUGH MAIN RUNNER/CRASS TEE BULB OR WEB ALUMINUM BERC 2 TIGHT WALL INSTALLATION (ATTACHED WALL) a � A 1 �y A L9 QO 0 0 NOTE- ALUHINUH BERC2 RECUIRCS AT Q134AL !ZtPEW THROUGH CLIP AND WALL MOLDING TIGHT WALL INSTALLATION (ATTACHED WALL) PRP RIVET ALUMINUM BERC 2 CLEARANCE WALL INSTALLATION (UNATTACHED WALL) a O r A r A fl � 0 0 rPTlowi o luiTE� ALUMINLH � EER,Ct REOi13RE5 � AAASTfONAL St3tEW � THROUGH CLIP AND WALL MOLDING FIGURE 2—BERC-2 AND AL BERC-2 CLIPS ESR-1308 I Most Widely Accepted and Trusted Page 14 of 19 BERC CLEARANCE WALL INSTALLATION (UNATTACHED WALL) �— BERC TIGHTWALL INSTALLATION (ATTACHED WALL) o o Q ca = = = d SCREW iiGHTEIEO THROUGH MAIN RUNNER VE➢ kE3TRICTING SEPERATION FROM WALL MOLIM FIGURE 3—BERC CLIP OPTION TIGHT WALL INSTALLATION (ATTACHED WALL) 0 o v v o Q� tr o POP RIVET ESR-1308 I Most Widely Accepted and Trusted Page 15 of 19 For SI: 1 inch = 25 4 mm, 1 foot =304.8 mm, 1 psf = 4.88 kg/m`, 1 gallon = 3 81 L, 1 sq. ft = 0.0929 m`, 1 psi = 6 89 kPa, 1 Ibm = 0.45 kg, 1 sq in = 645.16 mmz 1 Roof Covering: Roof covering consisting of hot -mopped or cold application materials compatible with insulation(s) described in Item 2 that provide Class A, B or C coverings 2 Roof Insulation —Mineral and Fiber Boards: The boards must comply with ASTM C612, Type 1A or 1B; 24-by-48-inch minimum size, maximum size 48 by 96 inches, to be applied in six layers Boards to be installed perpendicular to gypsum wallboard direction, with end joints staggered 2 feet in adjacent rows Each layer of board must be offset, in both directions, from layer below a minimum of 12 inches in order to lap all joints. Minimum board thickness is 1 inch (No limit on maximum overall thickness ) 3. Sheathing Material (Optional): Vinyl film vapor barrier, applied with adhesive to the gypsum wallboard. Adjacent sheets overlapped 2 inches. 4. Gypsum Sheathing: Water-resistant core gypsum sheathing complying with ASTM C79. Supplied in sheets nominally 2 by 4 feet to 4 by 12 feet, by nominal /e inch thick. Minimum weight is 2.0 psf. Applied perpendicular to the steel roof deck direction with adhesive, or laid loosely. End joints to occur over crests of steel roof deck, with end joints staggered 2 feet in adjacent rows. 5. Steel Roof Deck: Minimum 0.019-inch-thick (26 gage), minimum 1-inch-deep, minimum 25-inch-wide, painted or galvanized, fluted steel deck. Flutes must be approximately 4 inches on center, crests approximately 23/4 inches wide. As an alternate, 11/Z-inch-deep, minimum 18-inch-wide fluted galvanized steel deck Is permitted. Minimum 0.029-inch-thick (22 gage) flutes must be 6 inches on center, crest width ranging from 31/2 to 5 incites. Deck must be welded to supports with welding washers spaced 12 inches on center. Side lap joints of adjacent units welded or secured together with Ne. 12 by /z-inch self -drilling, self -tapping steel screws midway between steel joists. 6. Fasteners: A Adhesive (Optional): BMCA Insulation Products Inc.: May be applied between crests of steel roof deck and gypsum sheathing in 1/2-inch-wide ribbons, 8 inches on center, at 0.4 gallon per 100 square feet. May also be applied in'/2-inch-wide ribbons, 6 inches on center, at 0.4 gallon per 100 square feet, between gypsum sheathing and vapor barrier, and between gypsum boards and roof insulation when vapor barrier is omitted. May also be applied at the same rate between layers of roof insulation B. Mechanical Fastener: (Not shown) Any steel nail or steel clip designed for the purpose may be used to attach one or more layers of insulation to steel roof deck (through gypsum sheathing). The gypsum sheathing may also be attached directly to the steel roof deck with the mechanical fasteners. C. Hot Asphalt or Coal Tar Pitch: (Not shown) May be used as an alternate to adhesive between layers of roof insulation, at a rate not to exceed 35 pounds per 100 square feet. Steel Joists: Type 10J4 or 121<1 minimum size. 10K1 size may be used when limited to a span of 12 feet 0 inches, maximum As an alternate, any LH Series steel joists spanning no greater than 60 feet may be used. For spans greater than 60 feet, LH Series joists may be used, provided their vertical deflection under total load must not be greater than 1/244 of the joist span. Bridging: Steel bars, 112 inch in diameter, welded to top and bottom chords of each joist. 9. Cold -rolled Channels: Number 16 MSG cold -rolled steel channels, 11/2 inches deep with 9/16-inch flanges must be placed on lower chord of joists and secured with 18 SWG galvanized steel wire. Installed perpendicular to joists, the channels must be located as required to provide hanger wire attachment points When steel joists are spaced more than 5 feet on center, two cold -rolled channels must be placed back to back and tied together with a double strand of 18 SWG galvanized steel wire at 24 inches on center The double channels installed perpendicular to the joists and spaced a maximum of 48 inches on center may be placed on top of the joists' bottom chord and tied to each joist with a double strand of 18 SWG galvanized steel wire, or suspended below the joists with 12 SWG galvanized steel wire wrapped around the cold -rolled channels and with the other end wrapped around the bottom chord of the joists FIGURE 4-8500 SERIES ONE -HOUR FIRE -RESISTANCE -RATED ASSEMBLY ESR-1308 I Most Widely Accepted and Trusted Page 16 of 19 10. Hanger Wire: Number 12 SWG galvanized wire must be twist -tied to steel joists or cold -rolled steel channels. When the ceiling consists of nominal 24-by-24-inch panels or 24-by-48-inch panels, hanger wires must be spaced a maximum of 48 inches on center on main runners adjacent to cross tee intersections. Hanger wires must occur at all four corners of light fixtures, at midspan of cross tees adjacent to 4-foot light fixtures and air duct outlets, and adjacent to each main runner splice. When the ceiling consists of nominal 20-by-60-inch panels, hanger wires must be spaced 40 Inches on center along main runners, and one wire must occur at each corner of light fixtures, at midspan of all cross tees, and adjacent to each main runner splice. 11. Air Duct: Minimum 0.019-inch-thick (26 gage) galvanized steel. Total area of duct openings must not exceed 576 square inches per each 100 square feet of ceiling area. Area of individual duct openings must not exceed 576 square inches. Maximum opening dimension is 18 inches. Inside and outside faces of duct throat must be protected wi th 'I, r,-i nch-t h ick ceramic fiber paper, laminated to the metal. Maximum dimension of opening is 30 inches. Duct supported by 1'/2-inch-deep, minimum 0.053-inch-thick (16 gage) cold -rolled steel channels spaced not over 48 inches on center, suspended by No. 12 SWG galvanized steel wire. 12, Damper: Minimum 0.056-inch-thick, (16 gage) galvanized steel, sized to overlap duct opening a minimum of 2 inches. Protected on both sides with'/16-inch-thick ceramic fiber paper, laminated to the metal, and held open with a fusible link. 13. Fixtures, Recessed Light: Fluorescent -lamp -type steel housing, nominally 2 by 4 feet or 20 by 60 inches in size_ Fixtures must be spaced so their total area does not exceed 24 square feet per each 100 square feet of ceiling area. When 20-by-60 inch fixtures must be used, fixture stabilizers formed from No. 16 gage steel channels, must be used in addition to the hanger wires at midspan of the cross tees. Fixture must be wired in conformance with the National Electrical Code. Fixture and ballasts must be considered for ambient temperature conditions before installation. 14. Fixture Protection --Acoustical Material —Armstrong World Industries, Inc.: Type 5/8-inch P (S) or s/B-inch PC (S) is cut to form a five -sided enclosure, trapezoidal in cross section, approximately '/a inch longer and wider, and 5/6 inch higher, than the light fixture housing. For 2-by4-foot fixtures, the protection consists of a 23314-by-47314-inch top piece, two 5'/s-by-47 14-inch side pieces, and two 4'/Z-by-23`l,,-inch end pieces. For 20-by-60-inch fixtures, the protection consists of a nominal 20-by-60-inch top piece, two nominal 6-by- 60-inch side pieces, and two nominal 4'/2-by-20-inch end pieces. The top edge of each fixture protection side piece may be provided with a 1-inch-deep-by-maximum-20•inch-long notch near its midpoint. The side and top pieces must be laid in place and the end pieces must be held in placewith three 8d nails spaced 8 inches on center. (S) - Surface perforations. 15. Steel Framing Members —Armstrong World Industries, Inc.: Type 8500 systems with a �5/,6-inch-wide flange grid must be used. Main runners, nominally 12 feet long, must be spaced 4 feet on center. Cross tees, nominally 4 feet long, must be instalied perpendicular to main runners and spaced 2 feet on center. Cross tees, nominally 2 feet long, must be installed perpendicular to 4-foot cross tees and spaced 4 feet on center. Grid modules containing light fixtures must employ a fixture -centering clip at each corner. The No. 24 gage electrogalvanized steel clip is nested on the flange of the intersecting grid tees, has two 1'/,6-inch-long legs with their sides perpendicular to each other, and has a U-shaped retum at the top of each leg for engaging over the bulb of the intersecting grid tees. 16, Acoustical Material: Nominal 24-by-24-inch or-484nch lay -in panels. Border panels must be supported at walls by minimum 0.016-inch- thick (26 gage) painted steel angles with /a -inch legs; or, minimum 0.016-inch-thick (26 gage) painted steel channels, 11/8 inches deep with'18-inch flanges. 17. Hold-down Clips: (Not shown) Number 24 MSG spring steel, placed over cross tees at 2 feet on center FIGURE 4-8500 SERIES ONE -HOUR FIRE -RESISTANCE -RATED ASSEMBLY (Continued) 1. Beam: 2. Normal -weight Concrete 3. Welded Wire Fabric 4. Steel Form Units 5. Steel Joists 6. Bridging 7. Hanger Wire 8. Air Duct 9. Damper: No. 16 MSG minimum galvanized steel, sized to overlap duct opening 2 inches, minimum. Protected on both sides with 116•inch-thick ceramic fiber paper laminated to the metal with adhesive and held open with a listed fusible irnk 10. Fixtures, Recessed Light 11. Fixture Protection —Batts and Blankets 12 Steel Framing Members —Worthington Armstrong Venture 13. Acoustical Material 14 Hold-down Clips (Not illustrated) For SI: 1 inch = 25.4 mm. FIGURE 5—TWO-HOUR FIRE -RESISTANCE -RATED FLOOR -CEILING ASSEMBLY (REFER TO SECTION 4.6 OF THIS REPORT) ICC-ES Evaluation Report ESR-1308 CBC Supplement Reissued December 2018 This report is subject to renewal December 2019. www.icc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council° DIVISION: 09 00 00—FINISHES Section: 09 22 26—Suspension Systems Section: 09 53 00—Acoustical Ceiling Suspension Assemblies REPORT HOLDER: WORTHINGTON ARMSTRONG VENTURE (WAVE) EVALUATION SUBJECT: FIRE- AND NON FIRE -RESISTANCE -RATED SUSPENDED CEILING FRAMING SYSTEMS 1.0 EVALUATION SCOPE Compliance with the following code: 2016 California Building Code (CBC) Properties evaluated: ■ Interior finish ■ Fire resistance ■ Structural 2.0 PURPOSE OF THIS SUPPLEMENT This supplement is issued to indicate that the fire- and non -fire -resistance -rated suspended ceiling framing systems described in master report ESR-1308, comply with the CBC, when design and installation are in accordance with the master evaluation report and the additional requirements in CBC Chapters 8, 16, 16A, 17, 17A and 25, as applicable, with modifications as follows: Modify Section 3.2 (Hanger Wire) as follows: Hanger wire for suspended ceilings framing members, and fixtures, must comply with ASTM C636 as referenced in 2016 CBC Sections 808, 1616.10.16 and 1616A.1.21 ; and Section 13.5.6 of ASCE 7-10 as referenced in 2016 CBC Sections 1613, 1613A, 1616-10.16, and 1616A.1.21 and 2506.2.1 ; and with ASTM E580 as referenced in 2016 CBC Sections 1616.10.16 and 1616A.1.21. Modify Section 4.1 (General) as follows: The suspended ceiling framing systems must be installed in accordance with this report and the manufacturer's published installation instructions. The suspended ceiling framing system must be installed in accordance with Section 13.5.6 of ASCE 7-10 as referenced in 2016 CBC Sections 808.1, 1613- 1613A and 2506.2.1 and modified by 2016 CBC Sections 1616.10.16 and 1616A-1.21. Modify Section 4.4.1 (Seismic Design Requirements) as follows: Seismic design and installation details of the ceiling systems, excluding 730145 main runner, and XL7325 and XL7345 cross runners, must be in accordance with Section 13.5.6 of ASCE 7-10 as referenced in 2016 CBC Sections 808.1, 1613. 1613A and 2506.2.1, and modified by 2016 CBC Sections 1616.10.16 and 1616A.1.21, except as noted in Section 4.4.2 of this report. Systems classified as intermediate -duty are limited to use in Seismic Design Categories A, B and C. Modify Section 4.4.2.1 (Alternate Installation with BREC-2 and AL BERC-2, for Seismic Design Categories D, E and F) as follows: Under this installation, main runner must be rated heavy-duty and have a minimum simple span allowable uniform load of 16.35 pounds per lineal foot (238 Nlm); with a maximum ceiling weight permitted for systems with BERC-2 clips at 4 pounds per square foot (19.5 kplm ); with a maximum ceiling weight permitted for systems with AL BERC-2 clips at 2 pounds per square foot (9.75 kglm ). With the installation under Section 4.4.2.1, the main and cross runners must be as described in ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other on4butes not spevifhyd4L• addressved, nor are Nrev to be causir•ned r� as tier 0000'sement of the suhicrr ref the rq" t rn• a re xuianendatforr for its use. There is no warrmrh, by ICC ,Etiwrivatlnn Ser7-ice, LLC erpress or implied. as �r/�l'frrT�Ij to anylidding or other rnaftt+- ire thi.% rtipar't, rm as to ant' prorkrc•t conned kv rile report. i[ax�noxu , LboEwuxne '* Copyright © 2018 ICC Evaluation Service, LLC All rights reserved Page 17 of 19 ESR-1308 1 Most Widely Accepted and Trusted Page 1$ of 19 Tables 2 and 3 of the master evaluation report_ The 8ERC-2 and AL BERC-2 clips are used to secure the main runners and cross runners to the wall molding, as detailed below and shown in Figure 2 of the master evaluation report. A nominally 7/8-inch-wide (22 mm) wail molding is used in lieu of the 2-inch-wide (50.8 mm) perimeter supporting closure angle required by Section 5.2.2 of ASTM E580 as referenced in Section 13.5.6.2.2 of ASCE 7-10 for the 2016 CBC for Seismic Design Categories D, E and R The ceiling system must he installed as prescribed by the applicable code except for the use of the BERC-2 and AL BERC-2 clips and the nominally iB-inch-wide (22 mm) wall molding and the elimination of spreader bars. The BERC-2 and AL BERC-2 clips are attached to the wall molding by sliding the locking lances over the hem of the vertical The of the wall molding (see Figure 2 of the master evaluation report). The AL BERC-2 clip requires an additional No. 7 by 'Ise -inch long (minimum) self -piercing sheet metal screw connecting the AL BERC-2 clip to the wall molding as shown in Figure 2 of the master evaluation report. BERC-2 and AL BERC-2 clips installed on the two adjacent walls where the runners must be fixed (attached walls), are attached to the runner by a No. 7 by 7/is-inch long (minimum) self -piercing sheet metal screw through the fixed hole in the clip and the top flange bulb of the runner. BERC-2 and AL BERC-2 clips installed on opposite walls, where the runners must not be fixed to the clips (unattached walls), theclipsmust not be mechanically connected to the runner by any fastener and must allow the terminal runner end to move 14 inch (19.1 mm) towards and away from the wall, and installation of a No. 7 by 76&-inch long (minimum) self -piercing sheet metal screw through the horizontal slotted hole is optional, as shown in Figure 2, BERC-2 and AL BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars (stabilizer bars) required in Section 5 of ASTM E580. ASTM E580 is referenced in the CBC Sections 1616.10.16 and 1616A.1.21. The assemblies described in this section are equivalent to that required by Section 5 of ASTM E580. Modify Section 4.4.2.2 (Alternate Installation with BERC, BERC-2 and AL BERC-2, for Seismic Design Category C) as follows: Terminal ends of the main and cross runners are secured by attaching either the BERC BERC-2 or AL BERC-2 clips to the wall molding and attaching the runners to the clip. The runners have zero clearance at the perimeter an two adjacent walls {attached walls) and 318 inch (9.5 mm) clearance on the apposite walls (unattached walls), as detailed in this section and shown in Figure 3 of the master evaluation report. The clip is attached to the wall molding by sliding the locking lances over the hem of the vertical leg of the wall molding. When the runners must be fixed (attached walls) at two adjacent walls, attach a No,7 by /,s-inch long self -piercing screw through the fixed hole of a BERC-2 or AL BERC-2 clip and the top flange bulb of the runner, or through the fixed hole of a BERC clip and into the web of the runner. BERC-2, AL BERC-2 or BERC clips installed on opposite walls where the runners must not be fixed to the clips (unattached walls), the clips must not be mechanically connected to the runner by any fastener and must allow the terminal runner end to move 31s-inch (9,5 mm) towards and away from the wall, and installation of a No. 7 by 71i6-inch long (minimum) self -piercing sheet metal screw through the horizontal slotted hole is optional, as shown in Figure 2. The AL 13ERC-2 clip also requires an additional No. 7 by 'las-inch long (minimum) self -piercing sheet metal screw through the clip into the wail molding. BERC or BERC-2 or AL BERC-2 clips installed in this manner are an acceptable means of preventing runners from spreading, in lieu of spacer bars (stabilizer bars) required in Section 4of ASTM E580, which is referenced in 2016 CBC Sections 1616.10-16 and 1616A.1,21, installation of the ceiling must be as prescribed by the applicable code, except for the use of BERC or BERC-2 or AL BERC- s, as noted above. The maximum ceiling weight permitted is 2.5 pounds per square foot (12.2 kglm�} For ceiling systems using BERC or BERC-2 clips and 2 psf (9.75 kglm2) For ceiling systems using the AL BERC-2 clip. With the installation under Section 4.4.2.2, the main and cross runners must be as described in Tables 2 and 3 of the master evaluation report, except for CleanRoom AL series (EA7900C, EA7920C, and EA7940C. The assemblies described in this Section 4.4.2.2 are equivalent to that required by Section 4 of ASTM E580, which is referenced in 2016 CBC Sections 1616.10.16 and 1616A.1.21. Modify Section 4.5 (Lighting Fixtures) as follows: Lighting fixtures must be installed in accordance with Section 13.5.6 of ASCE 7-10 as referenced in 2016 CBC Sections 1613, 1613A and 2506.2.1 and modified by 2016 CBC Sections 1616.10.16 and 1616A.1.21. Lighting fixtures may also be attached to the grid with clips complying with the ICC-ES Acceptance Criteria for Attachment Devices for Recessed Lighting Fixtures (Luminaires) in Suspended Ceiling Systems (AC184), The fighting fixture may also be attached to the framing members with sheet metal screws having a minimum allowable shear strength of 314 Ibf (1395 N) and minimum allowable tension strength of 137 Ibf (609.6 N) for afro. 20120 gage metal -to -metal connection. Modify Section 4.6 (Partitions) as follows. Partitions must be laterally supported as required by Section 13.5.8 of ASCE 7-10 as referenced by 2016 CBC Sections 1613, 1613A and 2506.2.1, and modified by 2016 CBC Sections 1616.10.16 and 1616A.1.21. Modify Section 4.7.1 (Structural Beams), by revising the first sentence of the second paragraph as follows: In accordance with Section 704.3 of the 2016 CBC, structural steel floor Beams need not be individually fire -protected when the suspended ceiling forms the protective membrane for the fire -resistance -rated assembly. Modify Section 4.8 [8500 (Prelude SupraFine Fire Guard) Series One -hour Fire -resistance -rated Roof -ceiling Systems] by revising the second and last sentences as follows: The rating applies to restrained and unrestrained assemblies as described in ASTM El19, which is referenced in CBC Section 703. General requirements of 2016 CBC Section 711 1 must be observed. Modify Section 4.9 (Special Inspection) as follows: Suspended ceilings that are part of building structures assigned to Seismic Design Categories C, D, E and F must be subjected to periodic special inspections during the installation of the suspended ceiling systems and their anchorage, in accordance with the following requirements: ESR-1308 1 Most Widely Accepted and Trusted Page 19 of 19 For installations in accordance with Section 4.4.2, special inspection must be conducted as indicated in 2016 CBC Sections 1704.3, 1704.5, 1705.1.1,1705.13.2, 1704A.3, 1704A.5, 1705A.1.1, 1705A.12.5 and 1705A.13.2 for the 2016 CBC. For installations in accordance with Section 4.4.1, special inspections must be in compliance with 2016 CBC Sections 1704.3, 1704A.3, 1704.5, 1704A.5, 1705A.12.5 and Section 11A.1.3.9, Item 2, of ASCE 7-10 for the 2016 CBC. The special inspector must verify that the ceiling system is as described in this report, and complies with the Installation instructions in this report, and with the approved construction documents. A statement of special inspections must be provided as required in 2016 CBC Sections 1704.3 and 1704A.3 . Modify Section 5.3 as follows: Suspended ceiling systems must be designed in accordance with Section 13.5.6 of ASCE 7-10 as referenced by 2016 CBC Sections 808.1, 1613, 1613A and 2506.2.1, and modified by 2016 CBC Sections 1616.10.16 and 1616A.1.21 (. The documents must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. Modify Section 5.4 as follows: Special inspections must be provided in accordance with Section 4.9 of this report. Modify Section 5.5 as follows: For Seismic Design Category C, D, E or F, a quality assurance plan complying with CBC Chapters 17 and 17A, as applicable, must be submitted to the code official for approval. Modify Section 5.6 as follows: The ceiling framing systems must not be used to provide lateral support for walls or partitions, except as provided for in ASCE 7, Section 13.5.8.1, as referenced in CBC Sections 1613, 1613A and 2506.2.1, and modified by 2016 CBC Sections 1616.10.16 and 1616A.1.21, and must comply with applicable code provisions referenced in Section 4.6 of this report. Modify Section 5.7 as follows: The ceiling framing systems must be braced to resist seismic forces as determined from Sections 1613 and 1613A of the CBC, and modified by 2016 CBC Sections 1616.10.16 and 1616.1.21 Modify Section 5.8 as follows: The ceiling framing systems are limited to ceilings not considered accessible in accordance with Item 28 of 2016 CBC Tables 1607.1 and 1607A.1. Modify Section 5.11 as follows: Lay -in ceiling panels must be justified to the satisfaction of the code official as complying with the interior finish requirements of Chapter 8 of the CBC. This supplement expires concurrently with the master evaluation report, reissued December 2018. 0 Q RECYCLlate LEFT) Contnbulion at SUPRAFINE° XL° and ML & CONTENfollgceiiinys.cnlnrsgreBngenle SUPRAFINE XL High Recycled o — Content (HRC) Declares"' SUSTAIN 111i = IN 9/16" ExposedTee System Living Building Sustainable Challenge Compliant Ceiling Systems _ A LOCATION DEPENDENT 1a81,11 KEY SELECTION ATTRIBUTES TYPICAL APPLICATIONS Suprafine XL is part of the Sustain"" Available with TrioGuard"' coating that . Offices Education portfolio and meets the most stringent resists dirt, bacteria, mold, mildew, and Hospitality Retail sustainability compliance standards today color fading Healthcare Seismic Rx® Suspension System saves Some items available in metric sizes '� • time and money; Armstrong offers an ICC-ES approach to installations 1-11/16" web height keeps components vertical and stable at light fixture interface Blizzard White powder -coated finish coordinates with Calla°, Optima°, (ESR 1308) 10-Year Limited System Warranty; 30 Year and Lyra l ceiling panels for a clean, seamless, monolithic forclean, PeakFormz` profile increases strength and stability for improved Limited Ceiling Systems Warranty when installed visual. performance during installation used with HumiGuard° Plus products Made -to -Order main beams and cross tees Linear lighting integration is easy with . Superl-ock" main beam clip is engineered can be ordered for your project needs in made -to -order main beam -to -cross for a strong, secure connection and fast, one carton minimums tee adapters, rout spacing, miter accurate alignment confirmed with an Fire Guard" optio(s.offer UL design spacing, and short cross tees audible click; easyto remove/relocate - ✓ - flYe- rformancly � (3" to 6" lengths), . Hot dipped galvanized coating inhibits red rusting better than electrogalvanized or painted systems VISUAL SELECTION Hanger, Item Face Rout DimensWris) ; . ' ` ' '^ Spacing* No.' Profile Description Spacing (Inches) Lbs./Lin. Ft. Suprafine XL and Suprafine XL High Recycled Content (Red Numbers are Fire Guard Items) 4 Ft. 5 Ft. 1 7501 9/16" 12' HD Main Beam 6" QC, 144 x 9/16 x 1-11/16" 1616 10,62 7501HRC 8501 7536 4" 0•C, ❑ 7500 9/16" 12' ID Main Beam 6" O.G, 144 x 9/16 x 1-11/16" 12.75 5.74 ❑ 8500 ❑ 7502 9/16" 10' ID Main 13eam 6" O.C. 120 x 9/16 x 1.11116" 12.75 5.74 ❑ XL7580 9/16" 8' Cross Tee 12" O.C. 96 X 9116 X 1.11/15" 12,73" — El XL7590'y 9/16" 6' Cross Tee 12" O.C. 72 x.9116 x 1.11/16" 12.73— — El XL7558 _ 9/16" 5" Crass Tee 6", 20", 30" 60 x W16 x 1-11116' — 5.80 ❑ XL7541HRC 9/16" 4' Cross Tee 12" O.C. 48 x 911E x 1.11AV 12.73 — El XL7540_ '" 9/16" 4' Cross Tee 12" O.C, 48 x 911E x 1.11116' 10,34 - ❑ XL8540 ❑ XL7549 ' 9/16" 4' Cross Tee 12" O.C. 48 x 9/16 x 1.11/16" 16.42 — ❑ XL7530 ' 9/16" 3' Cross Tee — 36 x 9/16 x 1-11/16" — — ❑ XL7570 9/16" 30" Cross Tee — 30 x 9/16 x 1.11 /16" 28,67 — ❑ XL7520_ _• ' 9/16" 2' Cross Tee — 24 x 9/16 x 1.11 /16" 51.83 — ❑ XL7520HRC ❑ XL8520 ❑ XL7510 2 9/16" 1' Cross Tee — 12 x 9/16 x 1-11/16" 51,83 — Size Capabilities Main Beams Length Cross Tees Length 9/16" , . 36" — 144" 6" — 144" Rout spacing 3" from ends, 6" thereafter NOTE: Up to 6 Weeks for Color & Size Combinations Made -to -Order main beams and cross tees can be ordered with special sizes, rout spacing, and colors for your project needs in one carton minimums. " Simple Span Wire at 4' • Items available in Standard, Premium, and Blizzard White powder -coated finish °i Items available in Blizzard White powder -coated finish only When specifying or ordering Standard, Premium, and Blizzard White, add the two -letter suflix to the end of the item number (e.g., 7501 HA — Haze) NOTE: Additional Suprafine XL items for TechZone Integrated Ceiling Systems are listed in the TechZone Technical Guide (BPCS-4486). Available online at armstrongceilings.com/techzone TechLine 877 276-7876 armstrongceilings.com/suspensionsystems PERFORMANCE PACKAGING Fire Seismic Guard" Category © ® Pcs./ Lin. Ft./ Ctn Ctn. Ctn. Dots represent high level of performance, — • 20 240 — • 20 240 • • 20 240 — • 20 240 — — 20 240 • 20 240 — — 20 200 — s 20 160 — • 20 120 — . 60 300 — • 60 240 — • 60 240 • . 60 240 — • 60 240 — • 60 180 — • 60 150 — • 60 120 — • 60 120 • . 60 120 — • 120 120 aim Class 118 Heavy-duty ¢ Intermediate -duty LO Light duly -iv APR �, p 2019 &mstronwfi CEILING SOLUTIONS ip SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) 9/16" Exposed Tee System VISUAL SELECTION Item Face Rout Dimensions No.• Profile Description Spacing (Inches) Suprafine XL items for TechZone- Ceiling Systems ❑ 7504 9/16" 120" HD Main Beam 15", 42", 48", 120 x 9116 x 1-11116" 75", 102", 108" ❑ 7505 _,' 9/16" 100" HD Main Beam 2", 26", 50", 1DO X.9/16 x 1-11lie" 74", 98" ❑ 7507__ 9/16" 144" HD Main Beam 15", 36", 42", 144 x 9118 x 1-11116" 63", 84", 90", 11",132", 138" Hanger Spacing" Lbs./Lin. Ft. 4 Ft. 5 Ft. 12.75 10.62 ' Simple Span Wire at 4' • Items avabitm in Standard, Premium, and 8ltrzard Whllo powder -coated finish Items av 1100 in Blizzard White prouder-MIC" friSIr only When spaying ororcWN Standard. Premium, and alRzard White, add the two -letter suffix to the and of the item number (e.g., 7504HA — Haze) NOTE: Additional Suprafine XL Items for TechZone Integrated Ceiling Systems are listed in the TeWone Technicaf Guide (6PCS-448%. Available online at armslr*ngceilings.Com/techzone Item Face Dimensions Hanger Spacing' No.* Profile Description Rout Spacing (Inches) Lbs./Lin. Ft. Suprafine XL items for TechZone" Ceiling Systems 4 Ft. 5 Ft. ❑ 75011 _� 9/16" 132" HD Main Beam 10", 30", 50", 132 x 9/16 x 1-11/16" - - 56", 76", 96", 116",122" ❑ TZXL7556_ _^ 9/16" 56" Cross Tee - 56 x 9/16 x 1-11 /16" - i XL7564_ 4, 9/16" 54" Cross Tee 6", 27", 48" 54 x 9116 x 1-11/1&- — _ .. XL7562_ --¢ 9/16" 42" Cross Tee - 42 x 9116 x 1.11116" 12.34 - F XL7520_ _° 9/16" 28" Cross Tee - 28 x 9116 x 1.11 h 6" - - Ll XL7561_, _ s 9/16" 21 " Cross Tee - 21 x 9116 x 1.1fit 6" - - Ci XL7506_ ¢ 9/16" 6" Cross Tee - 6 x 9/16 x 1.11/16' - XL7504_ _4 9/16" 4" Cross Tee - 4 x 9116 x 1-11/16,, Suprafine ML ❑ ML7540 _c 9/16" 4' Cross Tee - 48 x 9/16 x 1-11/16" 10.34 - ❑ ML7520__4 9/16" 2' Cross Tee 24 x 9/16 x 1-11/16" 51.80 - Simple Span Items ayallade in BII7lBrd While powder -Coated finish only When spOCilying or prdeting items with a caor or finish, add the two -letter suffix to the end of the item number (e,g., 7508HA — Haze) Item Face Dimensions Hanger Spacing" No.* Profile Description (Inches) Lbs./Lin. Ft. Suprafine XL Painted Grid to Match Axiom® Trim (360° Painted - Powder Coated Paint) 4 Ft. 5 Ft. be ❑ A _ 9/16" 12' ID Maln Beam, flouts 6" OC 144 x 9/16 x 1.11116" 12.75 5.74 �g f] AX75013 . 9/16" 12' ID plain Beam, Routs 6" OC 144 x 9116 x 1.11116, 16.86 10.62 p¢ AX75103, _ 9/16" i' Cross Tee 12 x 9/16 x 1.11 /16' 51.83 - n�K AX75203„ 9/16" 2' Cross Tee 24 x 9/16 x 1.11/16' 51.83 AX75703 9/16" 30" Cross Tee 30 x 9116 x 1.11/16" 28.67 0AX75403__ 9/16" 4' Cross Tee 48 x 906 z 1-11116" 10.34 AX75593_ - 9/16" 5' Cross Tee, Routs at 6", 20", and 30" 60 x 9116 x I.11/16" -- 5.80 from ends When specifying or ordering items with a color or finish, add the Iwo -letter suffix to the end of the item number (e.g., AX75003HA - Haze) PERFORMANCE Fire Seismic Guard" Category Dots represent high level of performance. PACKAGING PCs./ Lin. Ft./ Ctn. Ctn. - • 20 200 • 20 166 - • 20 240 Fire Seismic Guard'" Category Dots represent high level of performance. Fire Seismic Guard'" Category Dols represent high level of performance, ASTM pass HD - Heavptluty ID - Infaonediale-duty to - Light -duly PCs./ Lin. FL/ Ctn. Ctn. 20 220 60 280 60 270 60 210 60 140 60 105 60 30 60 20 60 240 60 120 ASTM Class HD • Heavy duty ID Interduly LD Light -duty PCs./ Lin. Ft./ Ctn. Ctn. 20 240 20 240 120 120 60 120 60 150 60 240 60 300 TechLine 877 276-7876 mstrong armstrongceilings.com/suspensionsystems CEILING SOLUTIONS SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) 9/16" Exposed Tee System VISUAL SELECTION Item No. Description Length (A) Flange (B) Height (C) Reveal (D) PCs./ Reveal Ctn. Lin. Ft,/ Ctn. Suggested Wall Moldings and Shadow Moldings Additional molding options available. See armstrongceiilings.com/suspensionsystems (search: accessories and moldings) ❑7808_ _i 10' Hemmed Angle Molding 120" 2" 2" — — 10 100 117804 _'' 12' Hemmed Angle Molding 144" 9/16" 7/8" — — 30 360 ❑ 7804HRC 117800 _':' 12' Hemmed Angle Molding 144" 7/8" 7/8" — — 30 360 ❑ 7800NRC 1-17835 10' Channel Molding 120" 7/8" 1-3/4" 3/8" — 20 200 117873 _'' 10' Shadow Molding 120" 9/16" 15/16" 3/8" — 30 300 ❑7874 10' Shadow Molding 120" 9/16" 15/16" 1/4" — 30 300 ❑ 7878_ _''*** 10' Seismic Shadow Molding 120" 15/16" 15/16" 3/8" — 30 300 ❑ 7889_ _ 10' Shadow Molding 120" 9/16" 15/16" 3/8" 1 /4" 30 300 ❑7850__1 12' Hemmed Angle Molding 120" 1-1/8" 7/8" — — 30 300 117851_v 12' Hemmed Angle Molding 144" 1-1/8" 7/8" — — 30 360 ••• Suitable for IBC Category D,E,F installations using Armstrong Seismic Rxs and BERC2 Clip MAXIMUM FIXTURE WEIGHT Configuration Item Fixture Planning Module A B No. A B A B Main Beam to Main Beam — Drawing Key: Main beam (T) Cross tee ( ) Hanger wire ( +) t r 500/7500/7502 24" x 48" 24x 48" 48" x 48" 48" x 48" 7 7501 24" x 48"r 24"' x 48" 48" x 48" 48" x 48" 7500/7502 12" x 48" 12" x 48" 48" x 48' 48' x 48" 7501 12" x 48" 12" x 48" 48" x 48' 48" x 48" Main beams tested as follows: 7500 tested at 12-7 lbs./lin. ft, to 1/360 of 4' span; 7501 tested at 16.86 lbs./lin. ft. to 1/360 of 4' span; 8500 tested at 13.3 Ibs/lin. ft. to 1/360 of 4' span. 48" cross tee tested at 10.34 lbs./lin. ft. to 1/360 of 4' span, Cross Tee to Cross Tee — Drawing Key: Main beam (T) Cross tee ( - ) Hanger wire ( +) }` XL7540 24" x: 48' 24" x 24" 48" x 48' XL7541 24" x:48' 24" x 24' 48" x 48" Y j 1 j ML7540 24' x 46' 24' x 24' 48" x 48" 48" x 48" 48" x 48" 48" x 48" ML7540 24' x 48" 12" x 48" 48' x 49' XL7541 24" x 48" 12" x 48" 48" x 48' 48" x 48" 48" x 48" Cross Teas WSW as Iollrn:s 48" am tee lealod at 10.34 Rollin 11. W lr o of 4'span. FedurB.cwaiglvng more n1alr 56lbs- should be inftendongy waled. Light TlAirre do PjD ragLW at ar 11x1rue locallons, FWLIIe vnaphl Is Wsed on shrgle Ipolxe only. For and -la •eN lrqures a o1Mr owliguralims ml shown, It ywr Nmslrmlq representative. NOTE; The above daLi is bM oil48" Iarq)er Wam_vxclvg. bard Weight aT 1 IN.Aq. It.. maximum delkft of Was nai to exceed 1/360 of the span, and sr WSibn system ingalied In;Ywdarrce MIhASTM C638- "To derive maximum Ibs/sf, divide the on -center spacing of the component into the lbs/If given in the load test data table. COLOR AND FINISH SELECTION Standard 0 • White White with Cream Haze Adobe Platinum Tech Black (WH) TrioGuard"' (WH3G) (CR) (HA) (ADS (P11 (BL) Coordinates with Colorations Black (BK) Colorations'" (Coordinates with Calla® Colorations Panels and Axiom® Tri m) Shell Pale Lemon Pecan Sky Moss Stone Reef Lagoon Plum Cranberry Kiwi Tangerine Available in (SH) (LM) (PC) (SK) (MS) (SE) (RE) (LA) (PM) (CN) (KW) (TG) any color! To see Ultimac, and Optimae Create! and RAL colors, visit armstrongceilings,cam/createcolors, 0 Silver Grey Gun Metal Silver Satin (SG) Grey (MY) (SA) Hanger Spacing Maximum Weight A B A B 48' 48' 73.36lbs. 57.07lbs, 48" 48' 100lbs. 70,8lbs, 48" 48' 68lbs. 44lbs. 48" 48" 85lbs. 61lbs. 48" 48" 55lbs. 67lbs. 48" 48" 73lbs. 84lbs. 65.71 lbs. 76 lbs. 48' 48' 46lbs, — 48" 48' 52lbs. — Premium Powder -coated Finish'' I* Camel Bronze Grizzard (CMl1 p White (ZW) Tech Line 877 276-7876 &mstrong- armstrongceilings.com/suspensionsystems CEILING SOLUTIONS SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) 9/16" Exposed Tee System ACCESSORIES BERC2 — 2" Beam End Retaining Clip — Allows you to create a code compliant Seismic D, E. F ceiling a installation while eliminating the need to use 2" wall molding or spreader bars. ❑ BERC2 (Steel) — 200 pcs ❑ FZBERC2 (Steel) — 50 pcs ❑ ALBERC2 (Aluminum) — 200 pcs Ak ❑ FZALBERC2 (Aluminum) — 50 pcs DETAILS SUPRAFINE XL Cross Tee SUPRAFINE ML Cross Tee SEISMIC PERFORMANCE STAG — Single Tee Adapter Clip — Used to create code compliant non -seismic and seismic C and D. E. F off -module main beam to cross tee connections. ❑ STAG —120 pcs ❑ FZSTAC — 50 pcs l SUPRAFINEJNE Main BeamL m) Pmmi Main Beams 7501,7501HRC,7504,7505,7507 Minimum Lbs. To Pull Out Compression/Tension 335.0 PHYSICAL DATA Material Hot dipped galvanized steel Surface Finish Baked polyester paint or powder coated Manufactured and tested in accordance with ASTM C635 Expansion Sleeves ES49 — For 9/16" 3 9 , Supratine ❑ ES49 — 200 pcs ❑ FZES49 — 50 pcs ,PC town SUPRAFINE XL enc Cross Tee n4mm) T,-nns (43mm) eo" Cross Tees XL7558, XL7540, XL7549, XL7520, XL7510, XL852.0, XL7570,XL75%,XL7580,XL8540,X1_7541,753032, 752032, ML7540, ML7520 Minimum Lbs. To Pull Out Compression/Tension 352.0, 130.0 Face Dimension 9/16" Profile Exposed tee Cross Tee/Main Beam Interface XL — Override ML — Flush fit 7/8" Hemmed Angle Molding ire'•zzmmi ___ L ne• --,zzmml- GCWA — Grip Clip Wall Attachment — Joins main beam or cross tee to walI molding via locking barbs wilhout pop rivets or screws. a 0 ❑ GCWA — 250 pcs + ❑ FZGCWA — 50 pcs Shadow Molding ICC Reports For areas under ICC jurisdiction, see ICC evaluation report number ESR-1308 for allowable values and/or conditions of use concerning the suspension system compgnents listed on ft page. The report is sut$ec1 tof0examination, revisions. and possible cancollaliuri. End Detail Main Beam: Staked -on clip XL Cross Tee: Staked -on clip ML Cross Tee: Staked -on hook clip Duty Classification Intermediate or Heavy-duty TechLine / 1 877 276-7876 All product names are trademarks, registered trademarks, or service marks mstrong, armstrongceilings.com/suspensionsystems of their respectllveawr,prs-All plIlNSrademarks used herein are the property ICY (search:suprafine) ofAWlLicensing LLCahNnrltsalfilalfrs 02019AWIUCensingLLC CEILING SOLUTIONS BPCS-3077-319 Printed in the united slates of A"rlca SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) SUSTAIN Declares" HighPerformance Living Building Sustainable 9/16" Exposed Tee System Challenge Compliant Ceiling Systems KEY SELECTION ATTRIBUTES Supratine XL is part of the Sustain'" portfolio and meets the most stringent sustainability compliance standards today Seismic Rx° Suspension System saves time and money; Armstrong offers an ICC-ES approach to installations (ESR-1308) PeakForm° profile increases strength and stability for improved performance during installation Suped-ock'" main beam clip is engineered for a strong, secure connection and fast, accurate alignment confirmed with an audible click; easy to remove/relocate Hot dipped galvanized coating inhibits red rusting better than electrogalvanized or painted systems VISUAL SELECTION 63 Q RECYCLED CH"INIC LEED conldbulIon at /0 CONTENT armstrexrreilinnssnmlureelw LOCATION DEPENDENT TU YtJ4R Avatledlllly TYPICAL APPLICATIONS Available with TrioGuard"' coating that . Offices Education resists dirt, bacteria, mold, mildew, and Hospitality Retail color fading Some items available in metric sizes • Healthcare 1-11/16" web height keeps components Blizzard White powder -coated finish vertical and stable at light fixture interface coordinates with Calla°. OptimaO, 10-Year Limited System Warranty; 30-Year Ultima° and Lyra', ceiling panels Limited Ceiling Systems Warranty when for a clean, seamless, monolithic used with HumiGuard® Plus products installed visual. Made -to -Order main beams and cross tees Linear lighting integration is easy with can be ordered for your project needs in made -to -order main beam -to -cross one carton minimums tee adapters, rout spacing, miter Fire Guard'"' options offer ILL design spacing, and short cross tees fire -rated performance (3" to 6" lengths). Item Face Rout Dimensions Hanger Spacing" No.* Profile Description Spacing (Inches) Lbs./Lin. Ft, Suprafine XL and Suprafine XL High Recycled Content (Red Numbers are Fire Guard Items) 4 Ft. 5 Ft. ❑ 7501•'' 9/16" 12' HD Main Beam 6" O.C. 144 x 9/16 x 1-11/16" 16.86 10.62 ❑ 7501HRC ❑ 8501 ❑ 7536 4" O.C. ❑ 7500" 9/16" 12' ID Main Beam 6" O.C. 144 x 9/16 x 1-11/16" 12.75 5.74 ❑ 8500 01 7502_ _ , 9/16" 10' ID Mal Seam 6" O.C. 120 X 9116 x 1.11116" 12.75 5.74 El XL7580_ _¢ 9/16" 8' Cross Tee 12" D.C. 96 x 9118 x 1.1 WV 12.73"' - © XL769i1__ _° 9/16" 6' Crass Tee 12" O.C. 72 x 9/16 x 1.11116" 12.73" - 0 XL7558_ _° 9/16" 5' Crass Tee 6", 20", 30" 6o X 9116 x 1-11116" - 5,80 ❑ XL754114RC 9/16" 4' Cross Tee 12" O.C. 48 x 9/16 x 1.11116" 12.73 - ❑ XL7540_ _44' 9/16" 4' Cross Tee 12" O.C. 48 x 9116 x 1.11/16" 10.34 - El XL8540 ❑ XL7549_ _'' 9/16" 4' Cross Tee 12" O.C. 48 x 9/16 x 1-11 /16" 16.42 - El XL7530_ _'° 9/16" 3' Cross Tee - 36 x 9/16 x 1-11/16" - - El XL7570_ _" 9/16" 30" Cross Tee - 30 x 9/16 x 1-11/16" 28,67 _ ❑ XL7520_ _•4 9/16" 2' Cross Tee - 24 x 9/16 x 1-11/16" 51,83 - ❑ XL7520HRC ❑ XL8520 ❑ XL7510__'r' 9/16" 1' Cross Tee - 12 x 9/16 x 1-11/1R" 11 Rz _ Size Capabilities Main Beams Length Cross Tees Length 9/16"Made-36" - 144" 6" - 144" to-Orderto-Order Rout spacing Sizes or 3" from ends, 6" thereafter colors NOTE: Up to 6 Weeks for Color & Size Combinations Made-lo-Order main beams and cross tees can be ordered with special sizes, rout spacing, and colors for your project needs in one carton minimums, Simple Span " Wire at 4' • Items available in Standard, Premium, and Blizzard While powder -coated finish Items available in Blizzard While powder -coated finish only When specifying or ordering Standard, Premium, and Blizzard While, add the two -letter suffix to the end of the item number (e.g., 7501 HA - Haze) NOTE: Additional Suprafin0 XL {lams for TechZone Integrated Ceiling Systems are listed in the TechZone Technical 6.111de (BPCS-4486). Available online at armstrongceilings.com/techzone Tech Line 877 276-7876 armstrongceilings.com/suspensionsystems PERFORMANCE PACKAGING Fire Seismic Guard" Category PCs./ Lin. Ft./ Ctn. Ctn. Dots represent high level of performance. - • 20 240 - ■ 20 240 • • 20 240 - ■ 20 240 - -- 20 240 • - 20 240 - - 20 200 - • 20 160 - • 20 120 - • 60 300 - ■ 60 240 - • 60 240 • ■ 60 240 - • 60 240 - • 60 180 - • 60 150 - ■ 60 120 - • 60 120 • ■ 60 120 - • 120 120 Varies Varies ASTM Glass HD - Heavy Wry ID - Inlermediate duly LD - Light-outy Armstrong CEILING SOLUTIONS ATTACHED SIDE 144" X 7/8" x 7/8" 12' - ANGLE MOLDING #7800 GENERAL NOTES FOR STANDARD CEILING SYSTEMS: • INSTALL PER ASTM C636 • CONSULT YOUR LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF THE ARMSTRONG INSTALLATION INSTRUCTIONS. THIS INCLUDES BUT IS NOT LIMITED TO BRACING OF TRANSITIONS, AND ADDITIONAL SEISMIC REQUIREMENTS. • FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. These drawings show typical conditions in which the Armstrong product depicted is installed. PROJECT NAME: They are not a substitute for an architect's or engineer's plan and do not reflect the unique requirements of local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be applicable for a particular installation Armstrong does not warrant, and assumes no liability for the accuracy or completeness of DWG. NO. DETAIL the drawings for a particular installation or their fitness for a particular purpose. The user is advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure DATE: 1 1 /14/1 6 compliance with all Legal Requirements. Armstrong is nol licensed to provide professional architecture orengrneertno design servlces DRAWN BY: MSS UNATTACHED SIDE i f 144" X 7/8" x 7/8" 12' - ANGLE MOLDING #7800 J APR 10 2019 7/8" ANGLE MOLDING W/BERC 2 AS ACCEPTED IN ICC-ESR 1308 PATH: REV: DATE: SCALE: CHK BY: ❑ESC. CEILING SYSTEMS * ARMSTRONG WORLD INDUSTRIES, INC. * Lancaster, PA * Phone: 877-ARMSTRONG v;'I ATTACHED SIDE 144" X 7/8" x 7/8" 12' - ANGLE MOLDING #7800 UNATTACHED SIDE 144" X 7/8" x 7/8" 12' - ANGLE MOLDING #7800 GENERAL NOTES FOR STANDARD CEILING SYSTEMS: APR 1 4 2019 ■ INSTALL PER ASTM C636 • CONSULT YOUR LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF THE ARMSTRONG INSTALLATION INSTRUCTIONS. THIS INCLUDES BUT IS NOT LIMITED TO BRACING OF TRANSITIONS, AND ADDITIONAL SEISMIC REQUIREMENTS. • FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. These drawings show typical conditions in which the Armstrong product depicted is installed. PROJECT NAME: 7/8" ANGLE MOLDING W/BERC 2 AS They are not a substitute for an architect's or engineer's plan and do not reflect the unique requirements of local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be ACCEPTED IN I CC -ES R 1308 applicable for a particular installation Armstrong does not warrant, and assumes no liability for the accuracy or completeness of DWG. NO. DETAIL PATH: REV: DATE: _ the drawings for a particular installation or their fitness for a particular purpose. The user is 11 /14/16 advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure DATE: SCALE: DESC.: compliance with all Legal Requirements Armstrona is not licensed to provide professional architecture or encineerinc desicn services DRAWN BY: MSS CHK BY: CEILING SYSTEMS' ARMSTRONG WORLD INDUSTRIES, INC.' Lancaster, PA' Phone: 877-ARMSTRONG 8" MAX. TIGHT SCREW BERC2 J SUPRAFINE GRID e" WALL MOLDING -IJ — HANGER WIRES ti JII TO STRUCTURE J APR 10 2019 ` . SUPRAFINE GRID o � r • GENERAL NOTES FOR STANDARD CEILING SYSTEMS: ` • INSTALL PER ASTM C636 R CONSULT YOUR LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF THE ARMSTRONG INSTALLATION INSTRUCTIONS. THIS INCLUDES BUT IS NOT LIMITED TO BRACING OF TRANSITIONS, AND ADDITIONAL SEISMIC REQUIREMENTS. • FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. These drawings show typical conditions in which the Armstrong product depicted is installed- PROJECT NAME: SEISMIC CAT DEF ATTACHED They are not a substitute for an architect's or engineer's plan and do not reflect the unique requirements of local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be BERG 2 WITH SUPRAFINE GRID applicable for a particular installation. Armstrong does not warrant, and assumes no liability for the accuracy or completeness of DWG. NO. ISO PATH: REV:. DATE: the drawings for a particular installation or their fitness for a particular purpose. The user is advised to consult with a duly licensed architect or engineer In the particular locale of the installation to assure DATE:12/16/13 SCALE: I DESC.: compliance with all Legal Requirements. AM strong is not licensed to provide professional architecture or eng i neering desig n services. DRAWN BY: MSS Tech _ f AmIlviorg CEILING SYSTEMS * Phone: 877-ARMSTRONG 8" MAX. b e" WALL MOLDING HANGER WIRES TO STRUCTURE ` . SUPRAFINE GRID 4 ► ` spy ` � Y r� TIGHT SCREW BERC2 SUPRAFINE GRID w w w r w r w � y APR 10 2019 GENERAL NOTES FOR STANDARD CEILING SYSTEMS: • INSTALL PER ASTM C636 • CONSULT YOUR LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF THE ARMSTRONG INSTALLATION INSTRUCTIONS. THIS INCLUDES BUT IS NOT LIMITED TO BRACING OF TRANSITIONS, AND ADDITIONAL SEISMIC REQUIREMENTS. • FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. These drawings show typical conditions in which the Armstrong product depicted is installed. PROJECT NAME: SEISMIC CAT DEF ATTACHED They are not a substitute for an architect's or engineers plan and do not reflect the unique requirements of local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be BERG 2 WITH SUPRAFINE GRID applicable for a particular installation Armstrong does not warrant, and assumes no liability for the accuracy or completeness of DWG. NO. ISO PATH: REV:. DATE: the drawings for a particular installation or their fitness for a particular purpose. The user is advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure DATE:12/16/13 SCALE: I DESC.: compliance with all Legal Requirements. Armstrong is not licensed to provide professional architecture or engineering design services. DRAWN BY: MSS Teat- ` r Ong CEILING SYSTEMS * Phone: 877-ARMSTRONG BERC2 SUPRAFINE GRID e" WALL MOLDING .q�.a • !nr ` � Y 1. 8" MAX. HANGER WIRES TO STRUCTURE +�7 r 4 3,t � SUPRAFINEGRID APR 10 2019 4 . • `gypp � ` GENERAL NOTES FOR STANDARD CEILING SYSTEMS: .%0 + q INSTALL PER ASTM C636 • CONSULT YOUR LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF THE ARMSTRONG INSTALLATION INSTRUCTIONS. THIS INCLUDES BUT IS NOT LIMITED TO BRACING OF TRANSITIONS, AND ADDITIONAL SEISMIC REQUIREMENTS. • FIELD VERIFY ALL CONDITIONS AND DIMENSIONS. These drawings show typical conditions in which the Armstrong product depicted is installed. PROJECT NAME: SEISMIC CAT DEF UNATTACHED They are not a substitute for an architect's or engineer's plan and do not reflect the unique requirements of local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be BERC2 WITH SUPRAFINE GRID applicable for a particular installation Armstrong does not warrant, and assumes no liability for the accuracy or completeness of DWG. NO. ISO PATH. REV% DATE the drawings for a particular installation or their fitness for a particular purpose. The user is d I :h d I r d h t th rt: 1 1 I ftn tall t t DATE:12/16/13 SCALE: IDESC.: advise to consu t wit a u y cense arc itec or engineer in a pa icu ar oca e o e ins a on o assure compliance with all Legal Requirements. Armstrong is not licensed to provide professional architecture or engineering design services. DRAWN BY: MSS Tech (#�mstrong CEILING SYSTEMS' Phone: 877-ARMSTRONG Aft 9k 4 BERC2 c e" WALL MOLDING ° ° REVIEWED a° MAX APR 16 2019 INTERWEST HANGER WIRES CONSULTING GROUP TO STRUCTURE sC /— SUPRAFINE GRID APR 10 2019 GENERAL NOTES FOR STANDARD CEILING SYSTEMS: • INSTALL PER ASTM C636 • CONSULT YOUR LOCAL BUILDING CODE FOR ADDITIONAL REQUIREMENTS OUTSIDE OF THE ARMSTRONG INSTALLATION INSTRUCTIONS. THIS INCLUDES. BUT IS NOT LIMITED TO BRACING OF TRANSITIONS, AND ADDITIONAL SEISMIC REQUIREMENTS. • FIELD VERIFY ALL CONDITIONS AND DIMENSIONS... _ These drawings show typical conditions in which the Armstrong product depicted is installed. They are not a substitute for an architect's or engineer's plan and do not reflect the unique requirements of PROJECT NAME: SEISMIC CAT DEF UNATTACHED local building codes, laws, statutes, ordinances, rules and regulations (Legal Requirements) that may be BERC2 WITH SUPRAFINE GRID applicable for a particular installation Armstrong does not warrant, and assumes no liability for the accuracy or completeness of DWG. NO. ISO PATH REV:. DATE: the drawings for a particular installation or their fitness for a particular purpose. The user is advised to consult with a duly licensed architect or engineer in the particular locale of the installation to assure DATE: 12/16/13 SCALE: compliance with all Le al Re i I DESC.: w ° ' SUPRAFINE GRID rR� ° r .a ° °Q g qu remenLS- Armstrong isTnot .l cemedlo provide professional archttecture or en ineerin design services. DRAWN BY: MSS JCL. h A"Is" CEILING SYSTEMS * Phone: 877-ARMSTRONG SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) 9/16" Exposed Tee System VISUAL SELECTION PERFORMANCE PACKAGING Fire Seismic Item Face Rout Dimensions Hanger Spacing' Guard'" Category PCs./ Lin. Ft./ No.• _ Profile Description Spacing (Inches) _ Lbs./Lin. Ft Ctn. Ctn. Suprafine XL items for TechZoneTM Ceiling Systems 4 Ft. 5 Ft. Dots represent high level of performance. ❑ 7504_ _'' 9/16" 120" HD Main Beam 15", 42", 48", 120 x 9/16 x 1-11 /16" _ 12.75 10.62 - • 20 200 75", 102", 108" ❑ 7505'' 9/16" 100" HD Main Beam 2", 26", 50", 100 x 9/16 x 1-11/16" - - - • 20 166 74", 98" ❑ 7507_ _'' 9/16" 144" HD Main Beam 15", 36", 42", 144 x 9/16 x 1-11/16" - - - . 20 240 63", 84", 90", 11",132", 138" ' Simple Span ., Wire at 4' ASTM•Oass HD • Heavy duty • hams available in Standard, Premium, arid Hliszard WriM powder -coated finish ID • ""modilYe.duly {gins amllenle in Blizzard white ppWdor•Cootgd linish only LD - Lighl only When specfying or oilaing Standard, t'remium, and 811lzard While, add the two -letter suffix to the end of the item number (e,g., 7504HA — Haze) NOTE: Additional Suprafine XL items for Tech2one Integrated Ceiling Systems are listed in the TechZone Technical Guide (BPCS-44M, Available onflne at armstrongceilings.com/techzone Fire Seismic Item Face Dimensions Hanger Spacing* . Guard`" Category PCs./ Lin. Ft / No.* Profile Description Rout Spacing (Inches) Lbs./Lin. Ft. Ctn. Ctn. Suprafine XL items for TechZone"" Ceiling Systems 4 Ft. 5 Ft. Dots rspresoal high level ❑ 7508° 9/16" 132" HD Main Beam 10", 30", 50", 132 x 9/16 x 1-11/16" - of pprf•rrnance, ■ 20 220 56", 76", 96", 116", 122" ❑ TZXL7556- _*-' 9/16" 56" Cross Tee - 56 x 9/16 x 1-11 /16" - - ■ 60 280 ❑ XL7564 9/16" 54" Cross Tee 6", 27", 48- 54 x 9/16 x I.11/16" - - - • 60 270 ❑ XL7562 } 9/16" 42" Cross Tee - 42 x 9116 x 1.11116' 12.34 - - • 60 210 ❑ XL7528 1 9/16" 28" Cross Tee - 28 x 9/16 x 1-11116" - - - • 60 140 ❑ XL7561_ _ 9/16" 21" Cross Tee - 21 x 9116 x 1-11116" - - - • 60 105 ❑ XL7506 _�` 9/16" 6" Cross Tee - 6 x 9116 x 1-11116" - - - ■ 60 30 ❑ XL7504°' 9/16" 4" Cross Tee - 4 x 9116 x 1.1ill 6" - - - • 60 20 Suprafine ML ❑ ML7540_ _'' 9/16" 4' Cross Tee - 48 x 9/16 x 1-11/16" 10,34 - - - 60 240 ❑ ML7520_ _e' 9/16" 2' Cross Tee 24 x 9/16 x 1-11/16" 51.80 - - 60 120 slmple span Items available in Bltznrd White powder -coated finish only ASTM Class HD - Heavy -dory When specifong or oldefing items with a color or finish, add the two -letter suffix to the end of the item number (e.g„ 7508HA — Haze) ID - Inlermedisie-duly LD - Ughl-duty Fire Seismic Item Face Dimensions Hanger Spacing* Guard" Category Lin. Ft./ No.• Profile Description (Inches) Lbs./Lin. Ft. � � Ctn. Ctn, Ctn. Suprafine XL Painted Grid to Match Axiom® Trim (360o Painted - Powder Coated Paint) 4 Ft. 5 Ft. Dols replment high level ❑ AX75003__ 9/16" 12' ID Main Beam, Routs 6" oC 144 x 9/16 x 1-11/16" 12.75 5,74 of prtformance. - - 20 240 C AX750139/16" 12' ID Main Beam, Routs 6" OC 144 x 9/16 x 1-11/16" 16.86 10.62 - - 20 240 L. AX75103__ 9/16" 1' Cross Tee 12 x 9/16 x 1-11/16" 51,83 - - -- 120 120 ps C AX75203__ 9/16" 2' Cross Tee 24 x 9/16 x 1-11/16" 51.83 - - - 60 120 p U AX7570L _ 9/16" 30" Cross Tee 30 x 9/16 x 1-11/16" 28.67 - - - 60 150 >>e AX75403 _ 9/16" 4' Cross Tee 48 x 9/16 x 1-11/16" 10.34 - 60 240 n AX75583_ _ 9/16" 5' Cross Tee, Routs at 6", 20", and 30" 60 x 9/16 x 1-11 /16" -. 5.80 - - 60 300 from ends t - When specifying or ordering items with a color or finish, add the two -letter suffix to the end of the item number (e.g„ AX75003HA — Haze) APR 10 2019 TechLine 877 276-7876 armstrongceilings.com/suspensionsystems � mstrong CEILING SOLUTIONS so SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) 9/16" Exposed Tee System VISUAL SELECTION Item No. Description Length (A) Flange (B) Height (C) Reveal (D) PCs./ Reveal Ctn. Lin. Ft./ Ctn. Suggested Wall Moldings and Shadow Moldings Additional molding options available. See armstrongceilings,com/suspensionsystems (search: accessories and moldings) ❑7808 _'' 10' Hemmed Angle Molding 120" 21 2" — 10 100 ❑7804 12' Hemmed Angle Molding 144" 9/16" 7/8" — 30 ❑ 7804HRC 360 117800_ _" 12' Hemmed Angle Molding 144" 718" 7/8" — 30 07800HRC 360 ❑7835 10' Channel Molding 120" 7/8" 1-3/4" 3/8" — 20 200 07873 10' Shadow Molding 120" 9/16" 15/16" 3/8" — 30 300 ❑7874_ _'' 10' Shadow Molding 120" 9/16" 15/16" 1/4" — 30 300 ❑ 7878_ _''*** 10' Seismic Shadow Molding 120" 15/16" 15/16" 3/8" — 30 300 ❑7889__ 10' Shadow Molding 120" 9/16" 15/16" 3/8" 1/4" 30 300 ❑7850__41 12' Hemmed Angle Molding 120" 1-1/8" 7/8" — _ 30 300 ❑7851__`' 12' Hemmed Angle Molding 144" 1-1/8" 7/8" — — 30 360 ••• Suitable for IBC Category D,E,F installations using Armstrong Seismic Rx� and BER02 Clip MAXIMUM FIXTURE WEIGHT Configuration Item Fixture Planning Module Hanger Spacing Maximum Weight A B No. A B A B A B A B Main Beam to Main Beam — Drawing Key: Main beam (T) Cross tee ( ) Hanger wire (+) 8500/7500/7502 24" x 48" 24" x 48" 7501 24" x 48" 24" 48" 48" x 48" 48" 48" x 48' 48' 48" 73.36 lbs. 57.07 lbs, x x 48" 48' x 48" 48" 48' 100 lbs. 70.8 lbs. 7500/7502 12" x 48" 12" x 48" 7501 12" x 48" 12" x 48" M__ 48' x 48" 48' x 48" 48' x 48•' 48" x 48' 48' 48" 48' 48' 68 lbs. 85 lbs. 44Ibs, 61 Ibs, Main beams tested as follows: 7500 tested al 12.7lbs./tin. ft. to 1/360 of 4' span; 7501 tested at 16.86 Ibs/lin ft. to 1/360 of 4' span; 8500 tested at 13.3 Ibs./lin. ft. to 1/360 of 4' span 48" cross tee tested at 10.34 Ibs./lin. ft. to 1/360 of 4' span. Cross Tee to Cross Tee — Drawing Key: Main beam (T) Cross tee (-) Hanger wire ( +) XL7540 24" x 48" 24" x 24" 48" x 48" 48" x 48" XL7541 24" x 48" 24" x 24" 48" x 48" 48" x 48" ML7540 24' x 4R" 94" v 7d" AR" � AP" nv^ no" ML7540 24" x 4W" 12" x 48" 48" x 48" 48" x 48" IN I XL7541 24" x 48' 12" x 48" 48" x 48" 48" x 48" [bass lees t05led as 1oVuns: 46" cross leoloeleeai 10.34 Ibs.lhn. II. m I13E[I of d'sTran. ri1dtM%VE*1hlT me Ilrnlr 5G If. stqukl be maepeadenity supppned. DO lodtee diy8 erc legrhreo W ell lixturo lewf oa rgenre wefgte IS based on sb* IlAure aNy, For end-lo•end ffiftms or alhcv Cwngnmtlon51101 slv m, cwisull sou Rrmstrprgl.representative. ROTE: The alwve data L9 based on 48' Imager wife Spec1% Heard weigh; of 1 I11.4q. ft.. makinllpn tleneellen of lees not fe =eed 1/360 of the span, arse SUslrelgtpr sKtern Irumllud in mince with ASTM r3636. "To derive maximum Ibs/sf, divide the on -center spacing of the component into the lbs/If given in the load lest data table. COLOR AND FINISH SELECTION Standard 10 is White White with Cream Haze Adobe Platinum Tech Black (WH) TdoGuard" (WH3G) (CR) (HA) (AD) (PIT (BIT Coordinates with Colorations Black (BK) Colorations" (Coordinates with Calla® Colorations Panels and Ax' ®T' Iom Trim) Shell Pale Lemon Pecan Sky Moss Stone Reef Lagoon Plum Cranberry Kiwi Tangerine Available in (SH) (LM) (PC) (SK) (MS) (SE) (RE) (LA) (PM) (CN) (KW) (TG) any color! To see Ultimag and Optimac Create! and RAL colors, visit armstrongceilings•com/createcolors. 0 Silver Grey Gun Metal Silver Satin (SG) Grey (MY) (SA) 48' 48" 55lbs. 67lbs 49' 48" 73lbs. 84lbs. 65.71 lbs. 76 lbs. 48' 48" 46lbs. — 48" 48" 52lbs. — Premium Powder -coated Finish'- 0 Camel Bronze Blizzard '(CM) (B-7) White (ZW) TechLine 877 276-7876 (�Srmstrong(- arm strongceilings.Com/suspensionsystems CEILING SOLUTIONS SUPRAFINE° XL° and ML & SUPRAFINE XL High Recycled Content (HRC) 9/16" Exposed Tee System ACCESSORIES BERC2 2" Beam End Retalning Clip— Allows you to create a code o ° compliantSefsmic D. E. Fceiling a installation while eliminaling the need Io use 2" wall molding or spreader bars. ❑ BERC2 (Steel) — 200 pcs ❑ FZBERC2 (Steel) — 50 pcs ❑ ALBERC2 (Aluminum) — 200 pcs icl ❑ FZALBERC2 (Aluminum) — 50 pcs DETAILS isSUPRAFINE XL Cross Tee SUPRAFINE ML Cross Tee SEISMIC PERFORMANCE STAG — Single Tee Adapter Clip — Used to create code compliant non -seismic and seismic C and D. E. F off -module main beam to cross tee connections. ❑ STAC —120 pcs ❑ FZSTAC — 50 pcs 111. SUPRAFI�NEmtr Main Beam16^m) tL" Main Beams 7501, 7501HRC, 7504, 7505, 1507 Minimum Lbs. To Pull Out Compression/Tension 335.0 PHYSICAL DATA Material Hot dipped galvanized steel Surface Finish Baked polyester paint or powder coated Manufactured and tested in accordance with ASTM C635 Expansion Sleeves ES49 — For 9/16" Suprafine �.� S 2• ❑ ES49 — 200 pcs ❑ FZES49 — 50 pcs SUPRAFINE XL 9/16„ Cross Tee I14mmt 1-11/16" (43mm) Uir q Cross Tees XL7558, XL7540, XL7549, XL7520, XL751 0, XLN20, XL7570, X7590, XL7580, XL8540, XL7541,753032, 752032. ML7540, ML7520 Minimum Lbs. To Pull Out Compression/Tension 352.0, 130.0 Face Dimension 9/16" Profile Exposed tee Cross Tee/Main Beam Interface XL — Override ML — Flush fit 7/8" Hemmed Angle Molding ]_ L (2L) B' --}22mna GCWA — Grip Clip Wall Attachment — Joins main beam cr Cross tee to watl molding Via locking barbs without pop duels or strews, C 0 ❑ GCWA — 250 pcs ❑ FZGCWA — 50 pcs Shadow Molding ICC Reports For areas under ICC jurisdiction, see ICC evaluation report number ESR-1308 for allowable values and/or conditions of use corlcernblg the suspension syslem components listed an INS page. The report is subject to reexamination, revWws, and po&Sj ie cancellalion. End Detail Main Beam: Staked -on clip XL Cross Tee: Staked -on clip ML Cross Tee: Staked -on hook clip Duty Classification Intermediate or Heavy-duty Teccom/ / 1 877 276s7e76 Of 9 A! �+7trn- product names errs SfadrnaarKs, re Islereq ir8ddn1ark5. rx service marfla armstrongceilings.com/suspensionsystems of their rospeclhre owners -Alf dlher trademarks used ndrefn are the property (search: suprafine) of AM Lkenslnp LLC andlor Its affiliates 0 2019AW11icensing LLC CEILING SOLUTIONS BPCS-3077-319 Prinled in the Ilfilted Slabs ofAmerlce