The URL can be used to link to this page

Home My WebLink AboutProduct Approval; Roof Deck Structural ComponentsFlorida Building Code Online 3/28/21, 11:19 AM ter>�� '�,4�r�iJ 2 '•�•L� ✓r'�. '�"� r, '� c. aw .b` + u" � �-..✓:�.�.r....�.uo...wv...m_w�_',.'-, �.�.r3.,c.:..�....,=�.:.,-.:«11n.,. �' ,;: . ; �� .' t.1r��',,;,�ry l±y, rYR BCIS Home i Log In {User Registration : Hot Topics { Submit Surcharge { Stats & Facts { Publications { Contact Us { BCIS Site Map Links { Search „^ ? Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail ([h( ' ' -i vr.�' r� FL # FL1181 -R4 Application Type Revision Code Version 2020 Application Status Approved Comments Archived �MBCI Product Manufacturer Address/Phone/Email 3fftKest Hardy Houston, TX 77060 (281) 445-8555 Ext 28612 jallen@ncilp.com Authorized Signature Jason Allen jallen@ncilp.com Technical Representative Jason Allen Address/Phone/Email 14031 West Hardy Houston, TX 77060 (281)445-8555 Ext28612 jallen@ncilp.com Quality Assurance Representative Jack Bell Address/Phone/Email 14031 West Hardy Houston, TX 77060 (281) 445-8555 jbell@mbci.com Category tructural Components (:Roof Subcategory Deck 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 Bala Sockalingam Evaluation Report Florida License PE-62240 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/21/2023 Validated By Yoosef Lavi, P.E. -,r Validation Checklist - Hardcopy Received Certificate of Independence FL11819_ COI_CertificateIndependence.pdf Referenced Standard and Year (of Standard) Standard ASTM E1592 FM 4471 Equivalence of Product Standards Certified By Sections from the Code Year 2012 1992 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZGi%2fyTlfWj6chMlS7cGMyOSciyBnzJrfEZVQ%3d%3d Page 1 of 3 Florida Building Code Online } Product Approval Method Method 1 Option D Date Submitted 12/19/2020 Date Validated 12/20/2020 Date Pending FBC Approval 01/02/2021 Date Approved 02/09/2021 Summary of Products 3/28/21, 11:19 AM FL # Model, Number or Name Description 11819.1 7.2 Panel Min. 26 ga., 36" wide through fastened roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 B4 13EvaluationReoortC2422 S.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: +N/A/-52.5 Evaluation Reports Other: Uplift load of -52.5 psf at support spacing of 63.25" o.c. FL11819 f4AE_EvaluationReportC2422 1.p Created by Independent Third Party: Yes 11819.2 Battenlok HS Min. 24 ga., max. 16" wide standing seam roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R4_11_EvaluationReportC2422 2.gdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-71.2 Evaluation Reports Other: Uplift load of -43.8 psf at clip spacing of 60" o.c. and -71.2 psf FL11819 R4 AE—Eva luationRgportC2422 2.pdf at� Created by Independent Third Party: Yes 11819.3 DoubleLok Mi (24 gaP', 12", jU 24"ride standing seam roof panel Installation Instructions Approved for use in HVHZ: No FL11 1 R4_13_EvaluationReportC2422 3.pdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant•- Created by Independent Third Party: Yes Design Pressure:++N/A/-�0 Evaluation Reports Other: Max. uplift l0 220 psf at clip spacing of 12" o.c. for 12" FL11819 R4 A _Eva luationReoortC2422 3.pdf wide panel with wind clamps Created by Independent Third Party: Yes 11819.4 LokSeam Min. 24 ga., max. 16" wide snap lock standing seam roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R4 II_EvaluationReportC2422 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: +N/A/-40.0 Evaluation Reports Other: Uplift load of -30 psf at clip spacing of 48" o.c. and -40 psf at FL11819 R4_AE Eva luationReportC2422_4,pdf clip spacing of 12" o.c. Created by Independent Third Party: Yes _ 11819.5 PBR Panel Min. 29 ga., 36" wide through fastened roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R4_II EvaluationReportC2422 5.vdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-142.5 Evaluation Reports Other: Max. uplift load of -142.5 psf at span of 48" o.c. for 22 ga. panel FL11819 84_AE Eva luationRepo rtC2422 5.pdf Created by Independent Third Party: Yes 11819.6 PBU Panel Min. 26 ga., 36" wide through fastened roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R4 1I_EvaluationReportC2422_6.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: +N/A/-52.5 Evaluation Reports Other: Uplift load of -52.5 psf at support spacing of 60.375" o.c. FL11819 R4 AE EvaluationReportC2422 6.pdf Created by Independent Third Party: Yes 11819.7 �W-Retro-R Panel �y Min 26 ga., 36" wide through fastened roof panel. Retro-R® is a non- structural panel that can be installed over an existing PBR or R panel (min 29 ga.) Limits of Use Installation Instructions Approved for use in HVHZ: No FL11819 R4_II_EvaluationReportC2422_Zpdf Approved for use outside HVHZ: Yes Verified By: Bala Sockalingam PE 62240 https://floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqub%2fM2eroZGl%2fyT[fWj6chMlS7cGMyOSciyBnzJrfEZVQ%3d%3d Page 2 of 0 EVALUATION REPORT DOUBLELOKPANEL FLORIDA BUILDING -CODE 7TH EDITION (2020) FLOR STRU-0 AO'OF VECK Prepared-Yor: xsa part of the Cornerstone Building Brands family. 14031 West Hal* Hbustolft$'. TX 77.064 Telephone: (844) 3227-1748 Fax: (281) 44541-10 Prepared By: Bala Sockafingain�,-Pkl).q PJE,- Flotida. Professional Engineer #62240 1216 N Lansing Ave,Suite C Tulsa, -OK 74.106 Telephone: (918,).492-SM FAX-, (8166066-IS43 This report consists. of Evaluation Report. (3 Pages including cower) Installation Details (I Page) Report No. 0422.3 Date: 12.16.2020. FL 11819.3-R4 C2422-3 12.16.2020 Page 2 of 3 i 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: DoubleLok Panel Panel Description: Standing seam pane with 12", 18" 0 24" ide coverage and 3" high n s y_,,��,� Materials: Min. 24 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Corrosion resistant as per FBC 2020 Section 1507.4.3. Support Description: Min. 16 ga., 50 ksi steel section. (Must be designed by others) Slope: 1/4:12 or greater in accordance with FBC 2020 Section 1507.4.2. Uplift Pressure: For min 24 ga. panels Intl es�a ffactoo a et X�o Without Wind Clamps DoubleLok 24: - 7.5 sf at Lit facing of 60" o.c. 98.5 psatacri12" o.c DoubleLok 18: -3 psf at clip spacing of 6' o c. -50.1 psf at clip spacing of 30" o.c. DoubleLok 12: -53.9 psf at clip spacing of 60" o.c. -72.3 psf at clip spacing of 30" o.c. With Wind Clamps DoubleLok 24: -53.8 psf at clip spacing of 60" o.c. -176.5 psf at clip spacing of 12" o.c. DoubleLok 18: -60.0 psf at clip spacing of 60" o.c. -177.5 psf at clip spacing of 12" o.c. DoubleLok 12: -92.5 psf at clip spacing of 60" o.c. -220.0 psf at clip spacing of 12" o.c. Panel Attachment: HW-2122 or HW-2124 sliding clip with (2) 1/4"-14 x 1.25" long self - drilling screws per clip. Clips and fasteners are corrosion resistant as per FBC 2020 Section 1506.7 and 1507.4.4, respectively. Panel Rib Wind Clamp: S-5! DL Wind Clamp (HW-568) at every panel clip location (optional). Test Standards: Roof assembly tested in accordance with ASTM E1592-95 and E1592- 01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4471 Section 5.4 `Resistance to Foot Traffic'. Test Equivalency: The test procedure in ASTM E1592-95 and E1592-01 comply with test procedure prescribed in ASTM E1592-05(2012). i FL 11819.3-R4 C2422-3 1.2.16.2020 Page 3 of 3 p Code Compliance: The product described herein has demonstrated compliance with FBC 2020 Section 1507.4. Product Limitations: Desi yw i '6 s s'"a l" e ed for each project in accordance wi FBC 2020 Section 1609 ASCE 7-16 using allowable stress design.it€1iping listed herein shall not be exceeded. The design pressure for reduced clip spacing may be computed using rational analysis prepared by a Florida Professional Engineer. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2020 Section 1505 and current approved roofing materials directory or ASTM E108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: ASTM El592 Test Reports Force Engineering & Testing, Inc. 07-0129T-06 A-L, Reporting Date: 7/12/2006 07-0248T-08 E, F, Reporting Date: 7/30/2008 Farabaugh Engineering and Testing, Inc. T157-98, Reporting Date: 5/1/1998 T220-98, Reporting Date: 10/2/1998 FM 4471 Test Report FM Approvals Project ID 3005245, Reporting Date 7/24/2000 DoubleLok Clip 1/4-14 x 1 1/4" SELF —DRILLER W/WASHER (2 PER CLIP) 24° 2499 DOUBLE-LOK PANEL PROFILE 1/4-14 x 1 1/4" SELF —DRILLER DoubleLok Clip W/WASHER [FASTENER #1] M (2 PER CLIP) CROSS SECTION AFTER SEAMING 00 M S-5!Tm DL WINI [HW-568] 1F PANEL 'ANEL Double-Lok 0 Al 5 -U U.G. MAX. UL90 CLIP 10-12 x 1 PANCAKE HEAD SELF -DRILLER 1611 16'9 LOKSEAM PANEL PROFILE 3/8„ FL 11819.4-R4 C2422-4 12.16.2020 Page 3 of 3 Supporting Documents: ASTM E1592 Test Reports Force Engineering & Testing, Inc. 07-0248TT-08 C, D, Reporting Date: 7/3/2007