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HomeMy WebLinkAboutINSTALLATION INSTRUCTIONS'NO' i 12-018 Florida Building Code Of SCANNED BY st Lucie caunty rn W cn a� c� LU ,� 3 lL it U Y d ai Z j J i— (Aluminum) panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO II 17-296 O1 DWG ad{ Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 52609 Impact Resistant:. N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-206.0 Evaluation Reports Other: -206.0 psf at maximum clip spacing 9" o/c -202.3 psF EU4221 RO AE R17- 961�FRO AE R17- 96 i�F at maximum clip spacing 19" o/c Created by Independent Third Patty: Yes 24221.8 Dynamic Metals 2" Mechanical (24 2" Mechanical Seam, 24 Gauge Galvalume Steel, Non- Ga Steel) structural roof panel Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO IT 17-296 03 D G Ddf Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 52609 Impact Resistant: N/A f Created by Independent Third Party: Yes Design Pressure: +N/A/-228.5 Evaluation Reports Other: -228.5 psf at maximum clip spacing 9" o/c -194.8 psf FI-24221 RO AE R17-296 3 Ddf at maximum clip spacing 19" o/c/ Created by Independent Third Party: Yes i IDyrlami�3MetalSgSfil. �riTm-pj(26 Ga: 5 Crimp,—,2ug hgalvaiue me Steel;, Nan struetvralgroof el, spane - Limits of Use l Installation Instr4rctlons Approved for use in HVHZ: Yes EL24221 RO IT 17-296.07 DWG odf Approved for use outside HVHZ: Yes Verified By: Pedro De Figueiredo, P.E. 52609 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-243.5 Evaluation Reports Other: -243.5 psf at maximum fastener spacing 8" o/c -142.3 psf at maximum fastener spacing 16" o/c FL24221 RO AE Ri7-296 7 odf Created by Independent Third Party: Yes r 24221.10 Dynamic Metals SV Crimp 5V Crimp, 0.032" Aluminum, Non-structural roof panel (Aluminum) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL24221 RO II 17-296.09 DWG Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A/ Verified By: Pedro De Figueiredo, P.E. 52609 Created Design Pressure: +N/A/-183.5 by Independent Third Party: Yes Evaluation Reports Other: -183.5 psf at maximum fastener spacing 8" o/c -119.8 psf at maximum fastener spacing 16" o/c FL24221 RO AE R17-296 B.Ddf i Created by Independent Third Party: Yes CONCEALED FASTENERS OR ATTACHMENTS aodr K:-t ARE THE RESPONSIDILITYOFTHE CONTRACTOR OR RECORD contact Us :: =I Blair Stone Road lbtlaha FI32399 phone- 850-487-1824 The state or Florida Is an AA/EEO employer. COOVrioht 2007-2013 State of Florida*!: Prl M Statement ;: AccessfbRity Statement :: Refund Statpment Under Florida law, -mall addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. I6stead, contact the office by phone or by traditional mail. If you have any Questions, please contact 850,487.1395. 'Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S, must provide the Department with an email address if they have one. The emaiis provided may be used for aMcial Communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To d@termine if you are a licensee under Chapter455, F.S., please dick he rr . Product Approval Accepts: THESE PLANS AND ALL ARE SUBJECT TO ANY C REQUIRED BY FIELD INE MAY BE NECESSARY IN COMPLY WITH ALL APP ST. LA�. REVIREVIDATE PLANS AND PERMIT SITE OR NO INSPFr WORK TO CODES. 3E KEPT ON 3 BB ) WILL BE MADE FILE COPY 3%2fYFSE6n3NWN%2bZFHJBJBchAw%Sd%3d 3/3 1791 Blount Road unit 07 Pompano Beach - Florida - 33069 Tel: (754) 307-1319 Fak (764) 205-6M Email: EnCTMOAOL.com Rate: 10/10/2017 REFS. 17--2967 5V CRIMP 26 GAUGE STEEL 9 1.0 Product Manufacturer: 2.0 Code Edition: Dynamic Metals, LLC 340 Pike Road West Palm Beach. Florida 33411 Building Code 2017 - 6th Edition ble for Non HVHZ & HVHZ -15 3.0 Evaluation Method: Engineering Evaluation method 1D in accordance with 61620-3.005 F.A.C. 4.0 Product Classification: Category; Roofing Subcategory: Metal Roofing - non structural Including the High Velocity Hurricane Zones (HVHZ) - Broward & Miami -lade Counties 5.0 Product Description: 5.1 Trade Name: Dynamicl5V Crimp 26 gauge Galvalume Steel Panel 5.2 Panel Properties: Material: Average Fy-60.9 ksi - Tensile test G3443.30 Panel Thickness: 0.0163" Coverage: 24'11maximum width x various lenghts Rib Height: 3/8" "V" ribs height at 12" o.c. 5.3 Panel Clip Properties. Not available) 5.4 Minimum Deck RegV.irements: Minimum 15/32" 4 ply APA CDX plywood secured to Zx 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 more than 24"o.c Slope Range: iHVKZ: 2:12 or greater (table 1515.2) Non-HVHZ: 3:12 or greater - without lap sealant (section 1507.4) . uL E if, Non-HVHZ: less than 3:12 - with lap sealant (sectiozi I502 .� • . 5C: Igo. sno �' '• CIF � f STATE - 1791 Mint Rnad a I907 Pompano Beach - Fior - 3M Tel: (754) 307-1319 Far. (7" 205.6846 Email: Eixico(DAOLeam 5.5 Minimum Underlayment: 30# Asphalt satuo laps. Underlaymei the Florida Buildin field of the row. 0 Date: 10/18/2017 REFA17-2967 - :d organic felt paper installed with a minimum 4" side lap and 6" end shall be fastened with corrosion resistant approved fasteners as per Code and spaced 6"oc at all laps and two staggered rows 6"oc in the any underlayment having a current product approval. 5.6 Minimum Fire Barrier Board: Versa5hield 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 #112 5.7- Fasteners: Panel Overlaps al d middle "V" rib: #10xi 1/2" WoodZAC Hilo HWH fasteners with bond washer 6.0 Product anchorage to Roof Deck: 5.1- Panels are secured at overlaps and center ribs using #10 x 1-1/2" WoodZac Hilo HWH fasteners with bond washer spaced at 16"oc for field and 8"oc for corner installations. 7.0 Uplift Pressures Rating: TAS 125-03 - Standard Requirements for Metal Roofing Systems I Installation, Design Pressure Safety 'Factor Anchors Spacing Field 142.3 psf 2 16" oc Comer 243.5 psf 2 8" oc Extrapola0on is -t allowed ` ,� ' ��'sF c ftto 52 • A =_ SiRf� flfi �r (` 0 inc. ENGC 1791 Blount Road unit 907 Pompano Beach - Florlda - 33069 Tel: (754) 307-1319 Fait: (754) 205,6846 Email: EngcoCAOL.co 8.0 Summary of Test Results: 8.1 Architectural Testing, Inc., 8.2 Report G3443.19-450-44, c 8.3 TAS 125-03 - Standard Req 8.4 Test Specimens:120" x 17-1 8.5 Testing Assembly 8.6 Report H6854.01-106-31, i lest Palm Beach, FL. :ed 06/15/2017. cements for Metal Roofing Systems with 24" x 120" panel coverage ted 10/19/2017. Date: 10118/2017 REF.#: 17-295 7 Layer 1: 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 roll. Or, any underlayment having a currelnt product approval. Layer 2: VersaShield 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 an itwo intermediate staggered spaced rows at 6"oc. Or, any approved fire barrier having a current Product Approval. See Limitations #11.2 Layer 3: Field 26 Gauge - 0.01875" thick x 24" Galvalume steel panels secured to the wood deck using #10 x 11/2" Installation WoodZAC Hilo HWH fasted, ers with bond washer spaced at 16" oc at each overlap and at each middle rib. Layer 3: 26 Gauge - 0.01875" thicklx 24" Galvalume steel panels secured to the wood deck using #10 x 11/2" Corner. WoodZAC Hilo HWH fasteners with bond washer spaced at 8" oc at each overlap and at each middle Installation rib. 9.0 Installation instructions: Panels to be installed as per manufacturer instructions and fastening patterns described herein. Na. 52609 0 STAX OF 'c �c`•'' fi�OR0 .• i �'1. , inc, 1791 Blount Road unit 907 Pompano Beach - Florida - 33069 Tel: (754) 307-1319 Fax: (754) 205-6846 Email: EngcOOAOL_co' m 10.0 Design Procedure: 10.1- In order to verify prod Design Rating on section 7 al chapter 16 requirements. 10.2 - Product Pressures Rati 10.3 - Supporting structure a 10.4 - Deck sheet must meet 11.0 Limitations and Conditions of Use: 11.1- Installation must not, Neither rational analysis, nG pressure zones (i.e. perimet 11.2- Fire Classification Is ni Directory for fire rating of tP 11.3 - Product were not eval loads 11.4-All Products listed her Building Code Rule 61G20-3 11.5 - Drawing numbered li 12.0 Certificate of Independence: TAS 125- 03 - Uplift Res TAS 100- 95 - Wind Drip ASfM G26/G 155 - Acce ASTM B117 -Salt Spray 13.0 Certification: In the professional o requirements of the (Broward and Miami Date: 1011800117 REF.#: 17-295 7 adequacy for an specific project, contractor must compare Uplift e with the Project Design Wind pressures calculated based on FBC must be greater than the Project Design Wind Pressures to be designed by others and in compliance with the FBC e 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) part of this acceptance; refer to a current Approved Roofing Material product. ated structurally to resist shear diaphragm, axial, transverse or racking ein shall have a quality assurance audit in accordance with the Florida of the Florida Administrative Code '-296.7 dwg are part integral of this report. nce Test - G3443.19-450-44 Rain Test- H2686.02-450-44 ated Weathering 2000 hours - PRI Report - VLS-004-02-01 ting of Coating 1000 hours - PRI Report- VLS-005-02-01 of this evaluating engineer the product herein described meets the I Building Code 2017 - 6th edition, for use in the NON-HVHZ and HVHZ counties) when utilized within the limits of use noted herein SUMt1E OCR�OT� N,hr, r is 4 DYNAMIC 5V CP,[Mp 2 G GAUGE GALVALUME 5TEEL PANEL DRAWING5 #: 17-29G.7 REPORT: 1 7-29G. 7 52609 4 sTAE �Z9 ZORiD,N r R'nnF- 1)E I::1. 1'11 f'11 1'1UM 1 C?r"J�" F 4-PLY CDX PLYWOOD ;HEATING ©RAWI11G5 #: 17-29G.7 REPORT: 1 7-29G.7 ,,,—PANEL MIDDLE P I P .r PANEL ❑VERLr' P— # 10-1--1 / "' WOODZ AC H I L ❑ HWH F—A T E N E P:30 EPA��ED AT 16' ❑C AT FIELD ARID tJt. err• ,• :�y-� : pA(.F'F', AT 44T C❑PHEF"' . 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