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HomeMy WebLinkAboutProduct Approval (2) ` 2014-Code Version Application Status . ����Q������ Approved D��� ��K���Q�O� &��� FEBComments 15 207 ArchivedLJ ' pERX8[r7NG ' St.Lucie Coun�� FL Product Manufacturer Dynamic Metals 32D1SEDominica 7e,aca Stuart, FL34997 772) 872-8030 juan@dynammicnmeta|.net 0 " Authorized Signature ' Juan Martinez juan@dynanmicmeha}.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phune/smail Category Roofing Subcategory Meta/ Roofing Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer nrArchitect Name who developed Thomas D. Sullivan the Evaluation Report Florida uce nsc . PE-55358 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/06/2026 Validated By Charles L. Anderson, PE Validation Checklist- Hardcopy Received Certificate u[Independence FL2138 _RQ COI Letter of Independence -Sullivan,pdf Referenced Standard and Year(of Standard) Standard' Year uLsuo auoo Equivalence cfProduct Standards Certified By Sections from the Code ' Product Approval Method Method 1Option D Model, Number or Name Descrlptlon 388.1 1" Nailstrip-24 Ga Steel Galvalume 1" Nailstrip, 24 Ga Steel Galvalume non-structural '7 roof panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL213 8_RO II_Dynamic 1.0 24 gage steeLpdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 y Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206 Evaluation Reports Other: Fasteners at 6" OC and 6" from ends. Uplift FL21388 RO A�_Dynamic 1.0 24 gage steeLpdf DP equals 206 psf(includes FS=2) Created by Independent Third Party: Yes t 21388.2 1-1/2" Nailstrip-.032 Aluminum 1-1/2" Nailstrip, .032 Aluminum non-structural roof panel . • f: Limits of Use Installation Instructions i ;-x - - Approved for use in HVHZ: No L2138 _RO II_1.5 nailstrip 032 Aliuminum SS.pdf Approved for use outside-HVHZ: Yes Verified By: Thomas D. Sullivan 55358 „ Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-337 Evaluation Reports *x. Other: Fasteners 6” OC and 6" from ends FL21388 RO_AE_1.5 nailstrip 032 Aliuminum SS.pdf Created by Independent Third Party: Yes 21388.3 1-1/2" Nailstrip-24 Ga steel 1-1/2" Nailstrip, 24 Ga Steel non-structural roof , panel Limits of Use Installation Instructions f Approved for use in HVHZ: No FL21388_RO LI 1.S Nailstri--14—g age steel SS.odf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 =�• Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-307 Evaluation Reports Other: Fasteners 6" OC and 6" from ends FL21388 RO AE-1.5 Nailstrip 24 gage steel SS.pdf }" # ; Created by Independent Third Party: Yes �r 3 21388.4 1-3/4"Snaplock .032 Aluminum 1-3/4" Snaplock-.032 Aluminum non-structural roof panel Limits of Use Installation Instructions s Approved for use in HVHZ: No FL21388_RO II_1.75 Snaplock 032 Alum SS.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 � y Impact_Resistant: N/A Created by Independent Third Party: Yes " Design Pressure: +N/A/-191 Evaluation Reports ti Other: Field Installation Uplift DP: clips at 16" OC FL21388 ROAE_1.75 Snaplock 032 Alum SS.pdf and 4"from ends equals 146 psf(includes FS=2); Created by Independent Third Party: Yes Corner Installation Uplift DP: clips at 8" OC and 4" from ends equals 191 psf(includes FS=2) 4 21388.5 1-3/4"Snaplock-24 Ga Steel 1-3/4" Snaplock, 24 Ga Steel non-structural roof i panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL21388 RO_1_1.75 Snaplock 24 Gage SS.pdf F ' •:' Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N?A/-243 Evaluation Reports � xa Other: Field Installation Uplift DP: Clips at 16" OC, FL21388 RO DP: Snaplock 24 Gage SS.pdf "= equals -176 psf(includes FS=2); Corner Installation Created by Independent Third Party: Yes Uplift DP: Clips at 8" OC, equals 243 psf(includes FS=2) 21388.6 5V Crimp-.032 Aluminum 5V Crimp, .032 Aluminum non-structural roof panel Limits of Use Installation Instructions 71 Approved for use in HVHZ: No FL21388 RO II-5V Crimp 032 Alum SS.pdf Approved for use outside HVHZ: Yes Verified By: Thomas D. Sullivan 55358 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-183 Evaluation Reports Other: Fasteners at 12" OC and 6" from ends. Uplift FL21388 RO AE 5V Crimp 032 Alum.SS.pdf Z s m DP..of 183 osf(includes FS=2) Created by Indeoendent Third Partv: Yes . JB&B ENGINEERING, LLC DCONSULTING ENGINEERS YNAMIC METALS, LLC 5203 Silver Charm Terrace 3201 SE Dominica Terrace Presley Chapel, FL 33644 Stuart, Florida 34997 Phone (813)646-1323 Email TSullivaneng@gmail.corn FL Certificate of Authorization #30903 Drawings 16" 1A �- Parcel Profile 16"ox, Wood Heck /r IntegrilSnapLock WIG xV ` --� Pianclip Screws p egress p w^ J S0DO°O MAXIMUM DESIGN UPLIFT PRESSURE=206.0 PSF ��� ®� ANCHORS TO BE SPACED '6" FROM ENDS & 6" O.C. L o o .0 v�\G m 0 $ e ® Client Name:DYNAMIC METALS, LLC U0 a � ° o Project Name:DYNAMIC NAIL 1.0" STRIP 24 go STEEL �+ N"G � [/yy THOM0 LLIVA1tl T. E 0COMPLI@&� T FLORIDA BUILDING CODE 5TH ED. (2014) Project Address: FLORIDA PRODUCT APPROVAL � 35 n `'•�V✓ s� Q 5'� oJ�B N0. 216-1062 DATE: 10-29-2016 °00 NAt� ,+ G ff.48 t:kp 4� JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1323 Email:TSullivanengftmail.com Florida Certificate of Authorization#30903 Product Evaluation Report Dynamic 1,0" Mail Strip 24 gage Steel. Non-HVHZ 1.0 Product Manufacturer: Dynamic Metals, LLC 3201 SE Dominica Terrace Stuart, FL 34997 2.0 Code edition: Florida Building Code 5th edition (201,4)-Building Volume-Non-HVHZ Sections 1504.3.2 and 1504.7 3.0 Evaluation Method: Engineering Evaluation (method 1 D) in accordance with 61 G20-3.005 F.A.C. 4.0 Product Category: Roofing 4.1 Product Sub-Category: Metal Roofing 5.0 Product Description: 5.1 General Description: Dynamic 1.0" nailstrip 24 gage steel non structural roof deck 5.2 Fy=50 ksi 5.3 Panel Thickness:20 Gage(0.0276")minimum coated thickness 5.4 Corrosion Resistance to comply with Florida Building Code 511,ed. (2014), section 1507.4.3 5.5 Width: 15"maximum coverage 5.6 Rib Height: 1.0"major rib height @ 15"o.a. 6.0 Panel Fastener:#10 x V pancake head fastener through the nail strip 6"from ends and 6`'o.c. with an integral male/female integral snapiock with adhesive.Corrosion resistance per Florida Building Code 51h edition(2014), sections 1506.6 and 1507.4.4 6.1 Substrate Description: 1 layer of 30#organic felt paper over minimum 7./16" OSB(or 15/32" 4-ply APA plywood),over 2x SYP rafters spaced no more than 24"o.c. Substrate must meet all applicable requirements and be designed with the Florida Building Code 51h edition (2014) 6.2 Design Uplift Pressures: Field Installation 412.0 psf/2=206.0 psf(Fasteners spaced 6"o:c:And 6"from ends) 7.0 Code Testing Performance Requirements: 7.1 UL 580-06-Test for Uplift Resistance of Roof Assemblies 7.2 UL 1897-04-Uplift Test for Roof Covering Systems 8.0 Performance Test Results Summary: 8.1 Architectural Testing, Inc.West Palm Beach, FL(TST 1527), Report#G1195.06-450-44 8.1.1 Signed/Sealed by Charles Anderson, P.E. on October 21St, 2016 8.1.2 UL580-06/UL 1897-04 Field Installation (-412.0.0 psf) 9.0 Installation Instructions: 9.1 Per manufacturer's installation instructions and fastening patterns described herein P a g e 1 2 JB&B Engineering Consultants, LLC 5203 Silver Charm Terrace Wesley Chapel, FL 33544 Phone: 813-545-1323 Email:TSullivaneng aagmaii.com Florida Certificate of Authorization#30903 10.0 Design Procedure: Based on the dimensions of the structure,appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2014 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable design pressures listed herein. The design professional shall select the the appropriate erection details to reference in his drawings for proper fastener attachment to his/her structure and analyze the panel fasteners for pullout and.pullover. Support framing must be in compliance with Florida Building Code 2014 chapter 22 for steel, chapter 23 for wood and chapter 16 for structural loading. 11.0 Limits and Conditions of Use: 11.1 Maximum allowable design pressures listed in this report 11.2 Fire classification has not been considered and is outside the scope of this report 11.3 Panels were not evaluated structurally'to resist shear diaphragm, axial, transverse or racking loads 11.4 Alternate conditions not specifically addressed by this approval shall be designed by a registered Florida Professional Engineer or Architect 11.5 The structural adequacy of the substrate bearing the wind loads superimposed by this product are the responsibility of others 11:6 Underlayment shall comply with the Florida Building Code 51h edition (2014) 11.7 Minimum slope shall comply with the Florida Building Code 51h edition (2014, including section 1507.4.2 and in accordance with the manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps 12.0 Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance agency. 13.0 Certificate of Independence:Pursuant to the requirements of 61 G20-3 F.A.C, I hereby certify that this Florida Professional Engineer, performing this evaluation, does not have nor will acquire an interest in any company manufacturing or distributing products for which the report is being issued.This is also to certify that this Florida Professional Engineer, does not have,nor will acquire a financial interest in any other entity involved in the approval process of this product. 14.0 Certification: In the professional opinion of this evaluating engineer the aforementioned product, meets the requirements of the Florida Building Code 2014 (5th edition), specifically sections 1504.3.2 and 1504.7 for use in non-HVHZ,when utilized within the limits of use noted,herein. 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