The URL can be used to link to this page

Home My WebLink AboutDM CLASS 1500 - 27499.54/10/2020 Florida Building Code Online FL # FL27499-R1 Application Type Revision Code Version 2017 Application Status Approved Comments Year Archived 1995 Product Manufacturer Dynamic Metals Address/Phone/Email 3201 SE Dominica Terace Stuart, FL 34997 (772)872-8030 juan@dynamicmetal.net Authorized Signature Lara )esus juan@dynamicmetal.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing 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 Scott Wolters Evaluation Report Florida License PE -62354 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2026 Validated By Lucas A. Turner, P.E. MBA Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Validation Checklist - Hardcopy Received FL27499 Rl COI Dyn COI.pdf Standard Year TAS 100 1995 TAS 110 2003 TAS 125 2003 https://www.floridabuilding.org/prlpr_app_dtl,aspx?param=wGEVXQvvtDquHOE2Ywe%2bOsCepABg3°/a2bkM6B4KrS3X7m7RLNDTr%2fv7QaQ°/a3d°/o... 1/4 4/10/2020 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # 27499.1 Model, Number or Name DM Class 1000 1" Nailstrip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Please see Eva[ report for Limits of Use. 27499.2 1 DM Class 1000 1" Nailstrip, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Please see Eval report for Limits of Use. 02/22/2019 08/29/2019 08/30/2019 10/15/2019 27499.3 1 DM Class 1050 1 1/2" Nailstrip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Please see Eval report for Limits of Use. 27499.4 ( DM Class 1050 1 1/2" Nailstrip Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Please see Eval report for Limits of Use. 1 27499.5( DM Class 1500 1 1/2" Mechanical Seam Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Please see Eval report for Limits of Use. 27499.6( DM Class 1500 1 1/2" Mechanical Seam Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Please see Eval report for Limits of Use. 27499.7( DM Class 1500 1 1/2" Mechanical Seam Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Description 26 Ga. galvalume coated steel roof panel, 16" wide, with 1" snap fit seams. Installation Instructions FL27499 Rl II NSSI6HZ.pdf Verified By: Scott Wolters 62354 Created by Independent Third Party: Yes Evaluation Reports FL27499 RI AE DM Evall pdf Created by Independent Third Party: Yes .032" Aluminum roof panel, 16" wide, with 1" snap fit seams. Installation Instructions F1,27499 RI II NSAI6HZ pdf Verified By: Scott Wolters 62354 Created by Independent Third Party: Yes Evaluation Reports FL27499 R1 AE DM Eva12 pdf Created by Independent Third Party: Yes .032" Aluminum Roof Panel, 19" Wide, with 1 1/2" snap fit seams, Installation Instructions FL27499 RI II NSAI9HZ pdf Verified By: Scott Wolters, PE. FLPE# 62354 Created by Independent Third Party: Yes Evaluation Reports FL27499 Rl AE DM Eva]3.pdf Created by Independent Third Party: Yes 24 Ga. Galvalume coated steel roof panel, 19" wide, with 1 1/2" snap fit seams Installation Instructions FL27499 RI II NSSI9HZ.pdf Verified By: Scott Wolters, P.E. FLPE# 62354 Created by Independent Third Party: Yes Evaluation Reports FL27499 Rl AE DM Eval4 pdf Created by Independent Third Party: Yes .032" Aluminum roof panel, 20" wide, with 1 1/2" standing seams. Installation Instructions FL27499 R1 II 15MSA20HZ Pdf Verified By: Scott Wolters 62354 Created by Independent Third Party: Yes Evaluation Reports FL27499 R1 AE DM Eval5.pdf Created by Independent Third Party: Yes 16 oz. Copper roof panel, 16" wide, with 1 1/2" standing seams. Installation Instructions FL27499 Rl II 15MSCHZ.pdf Verified By: Scott Wolters 62354 Created by Independent Third Party: Yes Evaluation Reports FL27499 RI AE DM Eval6.pdf Created by Independent Third Party: Yes 26 Ga. galvalume coated steel roof panel, 16" wide, with 1 1/2" standing seams. Installation Instructions FL27499 RI II 15MSS1626HZ.pdf Verified By: Scott Wolters 62354 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquHOE2Ywe%2bOsCepABg3%2bkM6B4KrS3X7m7RLNDTr%2fv7QaQ°/ 3d%... 2/4 ENGINEERING, DRAFTING, CONSULTING PRODUCT MANUFACTURER To all concerned, 15211 971^ Road N West Palm Beach, FL 33412 Ph/Fx: (561) 225-1982 PRODUCT EVALUATION (FOR HVHZ APPROVED PRODUCT) DM CLASS 1500 .032" ALUMINUM 1%" MECHANICAL SEAM 20" WIDE ROOF PANEL (FLPA# 27499.5) DYNAMIC METALS, LLC 340 PIKE ROAD WEST PALM BEACH, FL 33411 The DM Class 1500 Series .032" Aluminum 1'/2" Mechanical Seam 20" Roof Panel, manufactured by Dynamic Metals LLC, is a non-structural Fluropon painted aluminum roof panel (25 ksi min) that meets the requirements of Sections 1507,4 and 1518.9 of the 6th Edition (2017) Florida Building Code. The panel has been tested per TAS 100 and TAS 125 by Intertek, with results shown in test reports G3443.43-450-44 and H2687.02- 450-44, and per TAS 110 by PRI Construction Materials Technologies, with results shown in test reports VLS-004- 02-01 and VLS-005-02-01. Technical Documentation: 1. Drawing "15MSA20-HZ' dated 8/15/19, signed and sealed by Scott Wolters, PE, 2. Test Reports listed above by Architectural Testing, Inc. signed and sealed by Vinu Abraham, PE, and by PRI Construction Materials Technologies, signed and sealed by Zachary R Priest, PE, 3. Supplemental Calculations to support "15MSA20-HZ" drawing, signed and sealed by Scott Wolters, PE. I have reviewed this submittal per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). Based on the limitations listed below and those provided in the documents above, this product meets all the requirements of the 6th Edition (2017) Florida Building Code generally, and chapter 15 specifically, including the HVHZ provisions. Limitations: This panel is approved for use inside and outside of the HVHZ. Overall Limitations: Maximum Panel Width: 20" Minimum Rib Height: 1 %' Clip Anchors: 26 Ga galvanized steel, 2" long Min. Slope: HVHZ: 2'/12" Non-HVHZ: ''/i/12" 5FLCIAIZIN6 IN IMPACTF55fANI CUP1"AINWAI,I-5, 510FFFF0Nr5, & WINDOWS Fire Barrier: Where required by code, install an approved fire barrier. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. (See note #2 below) Note: Outside of the HVHZ, 1" round plastic caps may be used to prevent galvanic reactions. Underlayment: Minimum ASTM D 226 Type II with 4" overlaps and 6" end -laps, anchored with 12 Ga. x 1 '/" galvanized roof nails with 32 Ga. Tin caps spaced 6" O.C. in rows at the perimeter, at overlaps, and two intermediate rows staggered and spaced 12" O.C. (or) Any underlayment with a valid FLPA or Miami -Dade NOA Note: Outside of the HVHZ, 1" round plastic caps may be used to prevent galvanic reactions. Minimum Substrate: %' (15/32" min) 4 -ply CDX Plywood, nailed to 2x rafters spaced 24" max. O.C. with 8d ring -shank nails spaced 4" O.C. Other Limitations: 1. Roof slope must meet requirements of FBC Sections 1507.4.2 or 1515,2. 2. Fire classification is not a part of this evaluation. Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3. Design of substrate is by others and is not a part of this evaluation. 4. Rational analysis, provided by a Florida licensed Architect/Engineer per FAS 61 G20.3.005(e), may be used for project specific approval by the local authorities having jurisdiction. 5. All panels shall be permanently labeled with the manfacturer's name and/or logo, and the following statement, "Dynamic Metals FL# 27499.5, DM Class 1500". 5 fCIA RING IN IMPACT Y.H5fANTCUp1AINWAU,5, 5fOfffF0NT5, & WINPOWS Field Installation Perimeter & Corner Installation Max. Design Pressure: -156 psf -198.5 psf Clip Anchor Spacing: 4" From Ends, 13" Max. O.C. 4" From Ends, 101/2" Max. O.C. Min Panel Fasteners: #10x1" Panclip Fasteners (2) Per_Clip #10x1" Panclip Fasteners (2) Per Clip Panels are Seamed to 900 Panels are Seamed to 90° Fire Barrier: Where required by code, install an approved fire barrier. Refer to a current fire directory listing for fire ratings of this roofing system assembly as well as the location of the fire barrier within the assembly. (See note #2 below) Note: Outside of the HVHZ, 1" round plastic caps may be used to prevent galvanic reactions. Underlayment: Minimum ASTM D 226 Type II with 4" overlaps and 6" end -laps, anchored with 12 Ga. x 1 '/" galvanized roof nails with 32 Ga. Tin caps spaced 6" O.C. in rows at the perimeter, at overlaps, and two intermediate rows staggered and spaced 12" O.C. (or) Any underlayment with a valid FLPA or Miami -Dade NOA Note: Outside of the HVHZ, 1" round plastic caps may be used to prevent galvanic reactions. Minimum Substrate: %' (15/32" min) 4 -ply CDX Plywood, nailed to 2x rafters spaced 24" max. O.C. with 8d ring -shank nails spaced 4" O.C. Other Limitations: 1. Roof slope must meet requirements of FBC Sections 1507.4.2 or 1515,2. 2. Fire classification is not a part of this evaluation. Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 3. Design of substrate is by others and is not a part of this evaluation. 4. Rational analysis, provided by a Florida licensed Architect/Engineer per FAS 61 G20.3.005(e), may be used for project specific approval by the local authorities having jurisdiction. 5. All panels shall be permanently labeled with the manfacturer's name and/or logo, and the following statement, "Dynamic Metals FL# 27499.5, DM Class 1500". 5 fCIA RING IN IMPACT Y.H5fANTCUp1AINWAU,5, 5fOfffF0NT5, & WINPOWS Panel Forming: These panels may be jobsite roll formed with the following Dynamic Metals machines, per approval of 31d party CIA provider, to the dimensions shown on Drawing 15MSA20-HZ: SSO-6800617 SSQ-5150216 SSQ-6810617 SSO-6690517 SSQ-4560615 SSQ-8681118 5VC-0490718 5VC-0360516 5VC-052121 8 Re -Roofing: The DM Class 1500 Series .032" Aluminum 1 Y2" Mechanical Seam 20" Roof Panel may be installed over a single layer of existing asphalt shingles, provide the existing roof meets the requirements of Section 1521 (HVHZ) or Section 1511 (outside of HVHZ) of the Florida Building Code, If you have any questions or need more information concerning this approval please contact me. Thank you, 0 � i I A �00� C'o Vv F N No 62354 FI_ PEff 62354 AUG 69 71f'1 '°. - STATE OF 4u 0 R k r� A 9KCIA ZIN(4 IN UPA(' , I , 0`515TAN'r CURIANALL, ,, PUNI'7 & 4AiNt2(7/v5 C) N SIV13N -DINVNA(J I I 10 z 1-71 LU cl ld Y3o t3 LLI ui CL 0 0 LO qL— cn C4 Cl I I 10 z 1-71 LU Y3o t3