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Home My WebLink AboutProduct Approval; Siding Panel WallsFlorida Building Code Online r { 3/28121, 10:58 AM /k---• BCIS Home Log In User Registration I Hot Topics Submit Surcharge i Stats & Facts ! Publications i Contact Us ( BCIS Site Map ( Links i Search r Product Approval USER: Public User (AT ... "Awl Product Approval Menu > Product or Application Search > Application List > Application Detail # C %roia !DApproved Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email ardy CHouston,706055 :) Ext 28612om Authorized Signature Jason Allen jallen@ncilp.com Technical Representative Jason Allen Address/Phone/Email 14031 West Hardy Houston, TX 77060 (281) 445-8555 Ext 28612 jallen@ncilp.com Quality Assurance Representative Jack Bell Address/Phone/Email 14031 West Hardy Houston, TX 77060 (281) 445-8555 jbell@mbci.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Bala Sockalingam PE-62240 UL LLC 12/31/2023 Yoosef Lavi, P.E. Validation Checklist - Hardcopy Received FL11917 RCOI_CertificateInddbVY Standard VILE ASTM E1592 Year 2012 https://fioridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODXkToEzN2GsU2s%2bKhg6r%2bLRBObllc77sBg%3d%3d Page 1 of '3 Florida Building Code Online 3/28/21, 10:58 QM Product Approval Method Method 1 Option D Date Submitted 11/08/2018 Date Validated 12/19/2020 Date Pending FBC Approval 01/02/2021 Date Approved 02/09/2021 Summary of Products FL # Model, Number or Name Description 11917.1 Artisan L-12 Min 24 ga., max 12" wide, 1" deep concealed fastened wall panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11917 94_II_EvaluationReportC2423 I,pd Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +60.0/-85.0 Evaluation Reports Other: Allowable load of +60/-50 psf at support spacing of 48" o.c. and FL11917 R4 AE EvaluationReportC2423 I.odf -85 psf at support spacing of 12" o.c. Created by Independent Third Party: Yes 111917.2 I AVP Panel I Min 26 ga., 36" wide through fastened wall panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11917 R4 II EvaluationReoortC2423 2.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +23.4/-161.3 Evaluation Reports Other: Allowable load of +23.4/-22.1 psf at support spacing of 96" o.c. FL11917 R4 AE_EvaluationReoortC2423 2.pdf and -161.3 psf at support spacing of 24" o.c Created by Independent Third Party: Yes 111917.3 I Designer Series Fluted Panel I Min 24 ga., max 16" wide, 1.75" deep concealed fastened wall panel I Limits of Use Installation Instructions Approved for use in HVHZ: No FL11917 L4 JI EvaluationReportC2423 3.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +30.0/-85.0 Evaluation Reports Other: Allowable load of +30/-17.5 psf at support spacing of 96" o.c. FL11917 R4_AE Eva luationRepo rtC2423 3.-p f and -85 psf at support spacing of 24" o.c. Created by Independent Third Party: Yes 111917.4 I FW-120 Panel I Min 24 ga., max 12" wide, 1.5" deep concealed fastened wall panels -I Limits of Use Installation Instructions Approved for use in HVHZ: No FL11917 R _JI_F_valuationReportC2423 4.odf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +80.0/-151.0 Evaluation Reports Other: Allowable load of +80/-43.75 psf at support spacing of 48" o.c. FL11917 R4_AE Eva luationReoortC2423 4.pdf and-151..p.S.f at support spacing of 12" o.c. Created by Independent Third Party: Yes 11917.5 1 PBR Panel Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +150.0/-142.5 Other: Allowable load of +150/-142.5 psf at support spacing of 48" o.c. for 22 ga. panels. Min 29 ga., 36" wide through fastened wall panel Installation Instructions FL11917 R4_II EvaluationReoortC2423 5.odf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes by Independent Third Party: Yes 11917.E �" 1 adowRib Pan Min 24 ga., max 16" wide, 3" deep concealed fastened wall panels Limits of Use Installation Instructions I Approved for use in HVHZ: No FL11917 R4 II_ EvaluationReportC2423 " ff Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +45.0/-95.0 Evaluation Reports Other: Allowable load of +45/-17.5 psf at support spacing of 96" o.c. FL11917 R4 AE_Eva IuationReportC2423_6 pdf and -95 psf at support spacing of 24" o.c. Created by Independent Third Party: Yes uacie Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsxYleb4opODXIcTOEzN2GsU2s%2bKhg6r%2bLRBObllc77sBg%3d%3d Page 2 of 3 a Solemn PRODUCTV REPORT PIER IAA FLORIDA HMO I TION". (2020) .T .0 V FLORIDAPR.A�CiDTUCTI FL 11917.5-R4 PM- EL WALLS. smm Prepared For,., art of the Cornerstone Building Brands fawllyy. 14031 West Hardy HoustonTX 77064. Telephone: (844) 327-1748 Fax-..'(28-1) 4454110 Prepared -BY: Bale SockWingamq.Ph.D.s,RX. Florida. rro�esslonal Engineer #62240 12-16 N Lonsing AM!, Suite C Tulsa, OK 7,4106 Telephone: (01*4925992. .FAX,::(.866) 36,6-1543 This report- consists of Evaluation Report-(3 Pages including cover) Installation Details (I Page) Report No. C2423.5 batev. 12.17.2020 FL 11917.5-R4 C2423-5 12.17.2020 Page 2 of 3 Manufacturer: MBCI, part of the Cornerstone Building Brands family. Manufacturing Houston: 14031 West Hardy, Houston, TX 77064 Locations: Atlanta: 2280 Monier Ave., Lithia Springs, GA 30122 Adel: 1600 Rogers Road, Adel, GA 31620 Product Name: PBR Panel Panel Description: 36" wide coverage with (4) 1-1/4" high ribs Materials: Min. 29 ga., 80 ksi steel or min. 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755) as per FBC 2020 Section 1405.2. Support Description: Min. 16 ga., 50 ksi steel section. (Must be designed by others) Design Pressure: 29 ga.: +60 and -55 psf at support spacing of 48" o.c. (Factor of Safety = 2) 26 a.: +90 and -80 psf at support spacing of 48" o.c. 4 ga.: +10- 0 �� gaapporispaciri 0 48" o.c. with two fasteners at each rib. Panel Attachment: 1/4"-14 x 1-1/4" 1, ng corrosion resistant self -drilling screws with washer. At panel ends _ `='=�' oS cross panel width At intermediate 12" o.c. across panel width for 29, 26 and 24 ga. panels o.c. across panel width for 22 ga. panels Sidelap Attachment: %4"-14 x 7/8" long corrosion resistant self -drilling screws with washer at 20" O.C. Test Standards: Wall assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference'. Test Equivalency: The test procedures in ASTM E1592-01 comply with test procedures prescribed in ASTM E1592-05(2012). Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1404.5. Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2020 Section 1609 or ASCE 7-16 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. The design pressure for reduced support spacing may be computed using rational analysis prepared by a Florida Professional r FL 11917.5-R4 C2423-5 12.17.2020 Page 3 of 3 Engineer. This evaluation report is not applicable in High Velocity Hurricane Zone. Supporting Documents: ASTM E1592 Test Reports Force Engineering & Testing, Inc. 07-0200T-14 A, B, C. Reporting Date 9/29/2014 • r ' SAW_ 2 1/2' ?k __• t/4-11ii k%W/1E r UFE$Qf 1 IDNC- V PBR PANEL FASTENER PATTERN '/4`'}X EFAM " # (AT INTERMEDIATE SUPPORTS .1N/�YIISHER [FA5IFNFIt f}]O ?0" O.C. � )if . sum v J5. r s 7.. 5, L r z i/z avrucnno— F. q - k Man PBR PANEL SIDE LAP DETAIL - -It t PBR PANEL FASTENER PATTERN 9 — (AT- PANEL ENDS)