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Home My WebLink AboutSUMMARY OF PRODUCTSu�3 = W V ~ OC Q C:) O O O �— 22 W Ma W W 0 C> Z C" G= b W 0 W CDO cc cc W MC 40 O a U a- ce Z 4L 0 -9 cLL., w ;I ce "'�"�. a R W Z LU = Q W j W1 = an R �5 o N' Florida Building Code Online Y Product Approval Method sftcli CountyMethod 1 Option D Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Prndur_tc r ERECEIVE—D— MAR18 rm iting Model, Number or Name Description V24212-1.tl D namic Metals 1" Nailstrip (26 Ga 1" Nailstrip, 26 Ga Galvaluine Steel, Non-structural roof panel Steeof Use I Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +N/A/-131.0 Other: Maximum fastener spacing 6" o/c FL24221, RO Il 17-296 10 DW__yC pd Verified By: Pedro De Figueiredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 10.pdf I Created by Independent Third Party; Yes 24221.2 Dynamic Metals 1-1/2" Mechanical (Aluminum) 1-1/2" Mechanical Seam, 0.032" Aluminum, Non-structural roof panel Limits of Use I Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure. +N/A/-198.5 Other; -198.5 psf at maximum clip spacing 10-1/2" o/c -179.8 psf at maximum clip spicing 13" o/c FP4221 RO II 17-296.02 DWG.pf Verified By: Pedro De Figueiredo, P.E. 57-609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 2,odf Created by Independent Third Party: Yes 24221.3 Dyn4m(c Metals 1-112" Mechanical (24 9a Steel) 1-1/2" Mechanical Seam, 24 Gauge Galvalume Steel, Non- structural roof panel Limits of Use Installation Instructions Approved for use In HVHZ: Yes I Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +N/A/-17I1.0 FL24221 RO II 17-296.04 D-WG.pdf Verified By: Pedro De Figueiredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports Other: Maximum clip spacing 13" o/c. F174221 RO AE RIZ-226 4.pdf r Created by Independent Third Party: Yes 24221.4 Dynamic Metals 171/2" Mechanical (26 Ga Steel) 1-1/2" Mechanical Seam, 26 Gauge Galvalume Steel, Non- structural roof panel Limits of Use I Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A I Design Pressure: +N/A/i221.0 FL24221 RO IF 17-296.05 DWG,pdf Verified By: Pedro De Figueiredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports Other: Maximum clip spacing 12" o/c FL_ 24221 RQ AE R17-296 5,adf Created by Independent Third Party: Yes 24221.5 Dynamic Metals 1-1/2" Mechanical (Copper) 1-1/2" Mechanical Seam, 16 Oz Copper, Non-structural roof panel Limits of Use I Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-198.5 Other; -198.5 psf at maximum clip spacing 12" o/c -153.5 psf Installation Instructions FL24221 RO II 17-296 06 DWG plif Verified By: Pedro De Figueiredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 6.0df at maximum clip spacing 16" o/c Created by Independent Third Party: Yes 24221.6 I Dynamic Metals 1-3/4" Snaplock (Aluminum) 1-3/4" Snaplock, 0.032" Aluminum, Non-structural roof panel Limits of Use I Installation instructions Approved for use InIHVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-228.5 Other: -228.5 psf atlmaximum clip spacing 9" o/c -168,5 psf at maximum clip spacing 19" o/c FL24221 RO II 17-296.09 DWG.2df Verified By:'Pedro De Figuelredo, P.E. 52609 Created by Independent Third Party: Yes Evaluation Reports FL24221 RO AE R17-296 9.odF Created by Indepengeit Pagjaes EMM 24221.7 Dynamic Metals 2" Mechanical 2" Mechanical Seam �3 "; lum , N -stL urIV, https://www.floNdabuilding,org/pr/pr app_dtl.aspx?param=wGEVXQwtDquUsDrhuM3DGM%2bm17wFt13%2fYFSE6n� wt /° HJB�chAN 3A%3d I ' a I Date: 811712017 ;! E N , C �q Inc. REF.#: 17-29610 •-+----T-- =r< 1791 Blount Road unit 907 Pompano Beach - Florida ; 33M 1" NAILSTRIP 26 GAUGE STEEL PANEL Tel: (754) 307-1319 Fax: (754) 205-6846 Email: Engoo@AOL.com I _ _ 9 1.0 Product Manufacturer: Dynamic Metals, LLC $40 Pike IIoad West Palm Beach, Florida 33421 2.0 Code Edition, erida Building Code 2017 - 6th Editi Applicable' fo_rR_on_RVRz Unly Chapter15 3.0 Evaluation Method: Engineeril g Evaluation method ID in accordance with 61G20-3.005 F.A.C. 4.0 Product Classification: Category: Roofing Subcategory: Meta Roofing - non structural Not Applicable for 6VHZ 5.0 Product Description: 5.1 Trade Name: Dynamic 1" Nailstrip 26 Gauge Steel Panel 5.2 Panel Properties: Material: Average Fy=64 ksi Panel Thickness: 0.0165" Coverage:16" maXimum width x various lenghts Ribs Height: V rib heigh mating with 3/4" lower rib at 16" o.c. 5.3 Panel Clip Properties: Not available 4.4 5.4 Minimum Deck Requirements: Minimum 15/321' 4 ply APA CDX plywood secured to 2x SYP with 8d ring shank nails spaced at 4"oc. 2x SYP joists spaced no more than 24"oc. Deck to be properly installed as per the FBC requirements over minimum 2x SYP rafters spaced no morelthan 24"o.c. Slope Range: ,yet:Lttr pig Qc 3:12�or greater - without lap sealant �...... .. '( lesslthan 3:12 - with lap sealant � �o OFRID . o- I 7 E N G C 0, inc. 1791 Blount Road unitJ907 Pompano Beach - Florida - 33059 Tel: (754) 307-131 g Fax: (754) 205-5846 Email: Engco@AOL.cgm 5.5 Minimum Underlayment: Date: 8/1712017 REF.#: 1,7-29610 30# Asphalt saturated organic felt paper installed with a minimum 4" side lap and 6" end laps. Underlayment shall be fastened with corrosion resistant approved fasteners as per the Florida Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the field of the row. Or, �ny underlayment having a current product approval, 5.6 Minimum. Fire Barrier VersaShield with a i inimum 4" side lap and 6" end laps. VersaShield shall be fastened l with corrosion resistant approved fasteners as per the Florida Building Code spaced at 6"oc at the perime#er and overlaps and two intermediate staggered spaced rows at 6"oc. Or, any approved fire barrier having a current Product Approval. See Limitations #11.2 5.7- Fasteners: installed through ail Strip Panel (Not Pre-existing slots): #10-94" Panclip MTW fasteners spaced at 6"oc 6.0 Product anchorage to Roof Deck: 6.1- Panels are to be secured through the nail strip leg of the panel using #10-9x1" Pandip MTW fasteners spaced at 6"oc. The! fasteners are to be positioned to go through the nail strip panel and not the pre existing slots. The female leg of the panel snap fit to the male leg of the panel. 7.0 Uplift Pressures Rating: UL 580 - Standard for Safety, Tests for Uplift Resistance of Roof Assemblies Safety Anchors Installation Delsign Pressure Factor Spacing Field 231 psf 2 6" oc Corner Extrapolation is notallowed • Na, 52609 . -� STATE ri ` ' I Date: 8f1712017 E ! e G 0J/iG. REF.: 17 29610 1791 Blount Road unit Pompano Beach - Fla Tel: (754) 307-1319 F Email: EngcogMOL.m 8.0 Summary of Test Results: 8.1.4rchitectural Testing, Inc., 8.2 Report G3443.08-450-44, 8.3 UL 580 - Standard for Safe 8.4Test Specimens: 120" x 12 8.5 Testing Assembly 8.6 Report H6854.01-106-31, - $3069 ,754) 205.6846 Iest Palm Beach; FL. ted 06/15/2017. Tests for Uplift Resistance of Roof Assemblies with 16" x 120" panel coverage ted 10/19/2017., Layer 1: 30# Asphalt saturated organic felt paper installed with a minimum 4" side lap and 6" end laps. Underlayment shall be fasteneId with corrosion resistant approved fasteners as per the Florida Building Code and spaced 6"oc at all laps and two staggered rows 6"oc in the field of the roll. Or, any underlayment having a current product approval. Layer 2: Versa Shield with a minimum 4" side lap and 6" end laps. VersaShield shall be fastened with corrosion resistant approved fasteners as per the Florida Building Code spaced at 6"oc at the perimeter and overlaps and two intermediate staggered spaced rows at 6"oc. Or, any approved fire barrier having a current Product Approval. See Limitations #11.2 Layer 3: 26 Gauge - 0.01875" thick x 15" Gavanized steel panels secured to the wood deck using #10-9 x 1" Panclip MTW fasteners spaced at 6"oc. The fasteners were positioned to go through the nail strip Field comer panel and not the pre-existing slots. The female leg of the panel snap -fit to the male leg of the Installation adjacent panels 9.0 Installation Instructions: Panels to be installed as per manufacturer instructions and fastening patterns described herein. NO.5260 '� '• STATE ? c. OCT 2 0 2011 7 •,ENGCO inc. I 1791 Blount Road unit 907 Pompano Beach - Florida - 33059 Tel: (754) 307-1319 Fax: (754) 205-BM Email: Engoop__AOL corn 10.0 Design Procedure: 10.1- In order to verify pro Design Rating on section 7 chapter 16 requirements. 10.2 - Product Pressures R.- 10.3 - Supporting structure 10.4 - Deck sheet must met 11.0 Limitations and Conditions of Use 11.1- installation must not Neither rational analysis, ni pressure zones (i.e. perimtj 11.2 - Fire Classification is r Directory for fire rating oflt 11.3 - Product were not e i i loads I Date: 8117/2017 REF.#; 17-29610 adequacy for an specific project, contractor must compare Uplift e with the Project Design Wind pressures calculated based on FBC hg must be greater than the Project Design Wind Pressures •e to be designed by others and in compliance with the FBC the minimum thickness specified on item 5.4 above cceed the maximum allowable design pressures listed in this report. extrapolation shall be permitted for enhanced fastening at enhanced r, extended corners and corners) t part of this acceptance; refer to a current Approved Roofing Material s product. gated structurally to resist shear diaphragm, axial, transverse or racking 11.4 - All Products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 61G20-3 of the Florida Administrative Code 11.5 - Drawing numbered 17-296.10 dwg are part integral of this report. I 12.0 Certificate of Independence: TAS 125- 03 - Uplift Resistance Test - G3443.09-450-44 TAS 100- 95 - Wind Driven Rain Test - H2687.02-450-44 ASTM G26/G 155 - Accelerated Weathering 2000 hours - PRI Report- VLS-004-02-01 ASTM 8117 - Salt SpraylTesting of Coating 1000 hours - PRI Report - VLS-005-02-01 I 13.0 Certification: i In the professional opinion of this evaluating engineer the product herein described meets the requirements of the Florida Building Code 2017 - 6th edition, for use in the NON-HVHZ and HVHZ (Broward and Miami iDade counties) when utilized within the limits of use noted herein it v No. 52609ST i 1 i DRAWINGS #: 1 7-29G. t O REPORT : 1 7-20G. 10 s STAIE 0 DRAWINGS #: 17-29G. ! O REPORT: 17-29G_ 10 - DYNAMIC I " NAILSTRIP 2G GAUGE GALVANIZED- STEEL PANEL PANEL I C-01X I PANCL I P MTW FASTENERS SPACED AT 6"OC FASTENER POSITiCiNED THROUGH THE CIA I L STRIP NOT THROUGH / THE PRE-EXISTING SLOTS iNO. ROOF DECK. t4 ^vVININ_M 15/3c L-4-PLY CDX PLYWOOD SHEATING 61