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HomeMy WebLinkAboutENGCO METAL ROOFING - NON STRUCTURAL-t Date: tOk1812dtK S� y/? -rho no . REFA' �. 1.5" MECHANICAL SEAM 24 GA STEEL 1791 Mount Road unit 907 ' Pompano Beach - Florida - 33069 Tel: (tS4) 307-IS19 Fax. (754 2oS 6846 Emak Engco@AOL.com 1.0 Product Manufacturer: Dynamic Metals, LLC SCANNED 3,40 Pike Road BY West- Palm Beach Florida 33411 St Lucie Coeinty . Florida Building Code 2017 - 6th Edition Z,0 Cade Edition: - Applicable for Non HVHZ & HVHZ Chapter 15 • 3.0 Evaluation Method: Engineering Evaluation method 1D in accordance with 61G20-3,QQS F.A.C. 4.0 Product Classification: Category: Roofing Subcategory: Metal hoofing - non structural'. including the High Velocity Hurricane Zones (HVHZ) Bro-retard &Miami -dada Counties s.0 Product Description: ' 5.1 Trade Name- Dynamic 1.5 Mechanical Seam 24 Gauge Steel 5.2 Panel Properties: Material. Average Fy=60.5 ksi - Tensile test G3443,30 Panel Thickness:. 24 gauge - 0.0212" Coverage: ZQ"` maximum width x various lengths Rib Height:1.5" major rib height at 20" o.c. 5.3 Panel Clip Properties: Material. 26 gauge Galvanized Steel Dimensions- 26, gauge - 0.01975" thick x 2" long Distributiom 13"oc for Field installation and for Edge installation 5.4 Minimum Deck Requirements: Minimum 1513V 4 pty APA CDX plywood secured to Zx SYP with Sd ring shank nails spaced at 4"oc. 2x SYP joists spaced no more than 24"oc. Deck to be property installed as per the FRG requirements over minimum 2x. SYP rafters spaced no more than. Z4"o c. Slope Range: ��pta,re�rrri�a� HVHZ,:: 2:.12 or greater (table 1515.2) 'g6 ©©��.Non-HVHZ, 3:iZorgreater-withoutlapsealant(sectiol' 42, � . Eton-HVHZ: less than 3:12. -with lap sealant (section 1SE}1.4��,�,,�°'_ aR C r�•. _ � ••: a FILE COPY a r Date: 101/612017 t o Ar N G 0, REF.tF: 17- B 4 ! NEB - C •. b n' _ 1791 Blount Road unitSOT Pompano Beach - Florida - 33069 Tel: (7-54) 307-13.19 Fa)r (754) 205-6846: Email. Engco@AOF .com S.5 Minimum Underlayment: 3G# 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, any underlayment having a current product approval. - i 5.6 Minimum Fire Barrier Board: E VersaShield with a minimum 4" side lap and 6" end laps. VersaShield shall be fastened with corrosion resistant approved fasteners as per the Florida BUildino Code spaced at 6"oc at the perimeter and overlaps and two intermediate staggered spaced rows at Voc. Or, any approved fire barrier having a current Produck Approval. See Limitations. #k11.2 5.7- Fasteners: Clip: (2) #10-9 x 1" Pandip MTW fasteners 6.0 Product anchorage to hoof [deck: 6_1 - Z" long Clips made of 26 gauge galvanized steel, spaced at 13" o.c for field and for corner installations 6.2 - Clips are to be secured with (2) 410-9 x1" Panclip MTVfasteners into the deck 7,0 Uplift Pressures Rating: I i TAS 125: 03 - Standard Requirements for Metal. Roofing Systems i Safety Clips, InstallationDesign Pressure Factor Spacing Field: 171 psf Z 1T" oc Corner Extrapolation i s not allowed - s r' j f i � - I I I r Date. 1011&t2017 G inc, - � .� ''� � c.: REF* 1 v-`?9& 4 1791 Blount Road unit 907 Pompano Beach -Florida - 33069. Tel: (754) 307-1319 Fax: (75:4). 205-6846 Email. En9ao@,A0L,com. I,..0 Summary of Test Results; s 3.1 Architectural Testing, Inc., West Palm Beach, FL. 8.2 Report G3443.18-450-44, dated 0.611512017. I 8.3 TAS 125-03 - Standard Requirements for Metal Roofing Systems. 8.4 Test. Specimens: IN" x IN" with Z0" x 1Z0" panel coverage 8.5 Testing Assembly 8-6 Report H6854-01-106-31, dated 10/1912017. 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 Voc in the field of the roll, Or, any underlayment having a current product: approval. , I i Layer 2: VersaShield with a minimum 4" side tap and 6" end laps. Versa5hield shalt 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 W'oc. Or. any approved fire barrier having: a current Product Approval, See Limitations ##11.2 Layer 3: 244 Gauge x 20" Galvalume Steel panels and 2 partial widths panels secured to the wood. deck Fwd utilizing 2" long clips spaced 13" oc and hand seamed to 90 degrees i tMultation 2" long Clips were made of 26 GA galvanized steel secured to the deck using two #10-9 x 1 Panclip Comer ra4telratior, MT t fasteners. 9.0 Installation Instructions: Panels to be Installed as per manufacturer instructions and fastening patterns described herein, f E N C � `,., Date 10�18;-201Z 0 s4€ - REF #: 1 39B 4 r - 1791 Blount Road unit 907' Pompano. Beach - Florida - 330.69 Tel_ (754) 307-1319 Fax, (754) 205-6M i Email. Engco@AOL.com 10.0 Design Procedure: 10.1- In order to verify product adequacy for an specific project, contractor must compare Uplift Design Rating on section 7 above with the Project Design Wind pressures calculated based on FBC chapter 16 requirements. 10.2 - Product Pressures Rating must be greater than the Project Design Wind Pressures 10.3 - Supporting structure are to be designed by others and in compliance with the FBC 10.4 - Deck sheet must meet the minimum thickness specified on item 5.4 above 111.0 Limitations and Conditions of Use: 11.1- Installation must not exceed the maximum allowable design pressures listed in this report, Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeter, extended corners and corners) 11.2 - Fire Classification is not part of this acceptances refer to a current Approved Roofing Material Directory for fire rating of this product. f 11.3 - Product were not evaluated structurally to resist shear diaphragm, axial, transverse or racking loads 11.4 - All Products listed herein shall have a quality assurance audit in accordance with the Florida Building Code Rule 6IG20-3 of the Florida Administrative Code 11.5 - Drawing numbered 17-296.4 dwg are part integral of this report. �12.0 Certificate of independence: TAS 125- 03 - Uplift Resistance Test - 63443.18-450-44 TAS 100- 95 - Wind Driven. Rain Test--14t2687.02-450-44 ASTM G26/G 155 - Accelerated Weathering 2000 hours - PRI Report VLS-004-02-01 ASTM B117 - Salt Spray Testing of Coasting 100D hours - PRI Report - VLS-0,05-02-01 13.0 Certification: In the prafessional opinion: of this evaluating engineer the product herein described meets the requirements of the Florida; Building Code 2017 - 6th editions for use in the NON-HVHZ and HVHZ (Br. ow.ard and Miam -Grade cauntlesj when utilized within the limits of use noted herein