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HomeMy WebLinkAboutProduct Approval "a MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)3 15-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w .miamidade.eov/economy MFM Building Products Corporation 525 Orange Street Coshocton, OH 43812 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to corr.,:Iy with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Ultra HT Wind & Water Sea1T" High Temperature LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami- )ade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion o the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA 13-1125.06 consists of pages I through 3. %%1 6I40P The submitted documentation was reviewed by Freddy Sentino J File Copy NOA No.: 18-1015.01 rwwoaot eotr�nr Expiration Date: 03/27/24 V1EWE[) 03I{rgval Date: 12/20/18 COMPLt P� Page 1 of 3 4 s^ •r1 AiV, � 1 , . C VNTy ROOFING COMPONENT APPROVA!: Category: Rooii;g Sub-Category: _ Underlayment Material: SBS SCOPE: Water Seal'„� High Temperature roof underlayment as described in this This acceptance is for Ultra HT Wind and Notice of Acceptance,for use with approved prepared roof assemblies. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Ultra HT Wind and Water 36"x 67' :')lls ASTM D 1970 45-mils thick(nominally), self adhering, Scaf"High Temperature membrane composed of a white,non-slip cross- laminated polymer film, laminated to a rubberized asphalt adhesive with a split release liner. . MANUFACTURING LOCATION: 4 1. Coshocton, OH EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name/Report Date PRI Construction Materials Technologies, MFM-039-02-01 ASTM D 1970 08/15/13 Inc. APPROVED ASSEMBLIES: Deck Type 1: Wood,non-insulated Deck Description: New construction or reroof minimum 19/32"or greater plywood or wood plank. System E(1): Anchor sheet mechanically fastened deck,membrane adhered. Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4"head lap and a 6"end lap mechanically fastened to deck with approved nails and tin caps 6"o.c. at the laps and two staggered rows 12"o.c. the field of the roll. Membrane: One or more plies of Ultra HT Wind&Water Seal"'High Temperature underlayment with a minimum 3"side lap and 6"end lap. Place the first course of membrane parallel to the eave, rolling the membrane to obtain maximum contact. Remove the release membrane as the membrane is applied Surfacing: r ' Approved for mecha<.ically fastened metal roofing, asphaltic shingles,wood shakes and shingles, quarry slate roof assemblies. NOA No.: 18-1015.01 QMIAMI-DADE UNTY Expiration Date: 03/27/24 COC' Approval Date: 12/20/18 Page 2 of 3 LIMITATIONS: 1. Fire Classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications.Minimum deck requirements shall be in compliance with applicable building code. Ultra HT Wind&Water Seal""High Temperature underlayment shall be installed,in strict compliance with applicable Building Code. 3. Ultra HT Wind&Water Seal"'High Temperature underlayment may�.�e used in mechanically fastened metal roofing, asphaltic shingles,wood shakes and shingles,quarry slate ro..'":assemblies. Ultra HT Wind&Water Seal' High Temperature underlayment shall not be used as roof tile 1 -.derlayment. 4. Ultra HT Wind&Water Seal"High Temperature underlayment shall be applied to a smooth, clean, and dry surface with deck free of irregularities. 5. Ultra HT Wind&Water Seal"'High Temperature underlayment shall not be applied over an•existing roof membrane as a recover system. 6. Ultra HT Wind&Water Seal"'High Temperature underlayment shall not be left exposed as a temporary roof for longer than 30 days of application. 7. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with <. specific prepared roofing products. 8. Ultra HT Wind&Water Seal"'High Temperature underlayment may be used with any approved roof covering Notice of Acceptance listing Ultra HT Wind&Water Seal"'High Temperature underlayment as a component part of an assembly in the Notice of Acceptance. If it is not listed, a request may be made to the Authority Having Jurisdiction(AHJ) or the Miami-Dade County Product ContrLj Department for approval provided that appropriate documentation is provided to detail compatibility of the I'w ducts,wind uplift resistance, and fire testing results. 9. When applying the membrane in the valley,start at the low point and work to the high point,rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100%contact with the surface,giving special attention to overlap areas. 11. Flash vent pipes, stacks,chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6"piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusions to ensure a tight fit. A second layer of Ultra HT Wind& Water Seal"High Temperature underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61 G20-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable ma�.ing of the manufacturer's name or logo, city and state of manufacturing facility, and the following statement: 'Miami-Dade County Product Control Approved" or the Miami-Dade County Product Control Seal as shown below. MIAMI-DADE COUNTY END OF THIS ACCEPTANCE , NOA No.: 18-1015.01 MIAMI•DADE COUNTY Expiration Date: 03/27/24 Approval Date: 12/20/18 Page 3 of 3 r 1. 1/4/2018 Florida Building Code Online BCIS Home lag 1n User R gistration Hot Topics Submit Sv6 &Mif Stats a Facts Pubilabons FBC Stan acts Ste Map UPKs Sa d r Product Approval VIER:Public User - Product Aooroval Menu>Product or Aoarcatien Search>Aadlatlan U9>APaaeean uwboll FL 4 FL17022-R7 Application Type Revision Code Version 2017 Application Status Approved Comments 08/18/2017v. date reapply 08/21/17 Archived Product Manufacturer Extreme Metal Fabricators, LLC Address/Phone/Emall 2160 SW Ponta Drive Palm City,FL 34990 (772)872-80:.4 f lval idationll ."oo.com Authorized Signature Richard McKuhen flvalldation/yahoo.com Technical Representative Richard McKuhen Address/Phone/Email 2160 SW Ponta Drive Palm City,FL 34990 (772)872-8034 richardlemfab.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Rt. 1rt from a Florida Registered Architect or a Licensed Fir Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed LOCKE BOWDEN the Evaluation Report ,` D Florida License PE-49704 Q Quality Assurance Entity Keystone Certifications,Inc. >�Q Coo Quality Assurance Contract Expiration Date 04/22/2024 i Vr Validated By Zachary R. Priest, P.E. Validation Checklist- Hardcopy Received Certificate of independence FL17022 97 COT FL 21011-1� Referenced Standard and Year(of Standard) TAS 125 . '.►1���`A TA5 125 v 1^ 003 UL 5897 O�f"O�GOV 0 12 UL BO�O 200606 Equivalence of Product Standards Certified By httpsJ/wWW.floridabuilding.org/pr/pr_app_d8.aapx7param=wGEVXOWtDgv28BOpHpQoe6rMZMkUEoR%2bGxHGxFe5MCHZEgvOQvee9�/o3di3d I 1 i:7u i 8 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/18/2017 Date Validated - 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 PL! Model, Number or Name Description (� 26 Gauge steel, 3/8"rib height, 24'wide lapped roof panel 17022.1 1 -"SV Crimp'(R6) 9 9 i mechanically attached to 15/32" plywood or Wood Deck wll fasteners Limits of Uss Installation Instructions Approved for use In HVHZ: No F'"ed ": " e . 9704 «rDdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden, P.E. 49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A I Evaluation Reports Other: Rarer to evaluation repnK for conditions.Install the i F' "c E t7n77 t 5 V CRIMP Or Odf """ "' - - assembly in compliance with t' installation method listed In i Created by Independent Third Party: Yes this report and applicable cork sections of FBC. Refer to ,Manufacturer's installation inssuctions. ----- _- - - - Ir 17022.2 12-"SV Crimp" (R6) 0.032"Aluminum, 3/8"Rib height, 21"wide lapped roof pa mechanically attached to 15/32"plywood or Wood Deck wil exposed fasteners - - i Installation Instructions Limits of Use 11, rr e 17022.2 5 V CRIMP 0 032 ALUM SSr.D Approved for use in HVHZ: No Verified' :Locke Bowden, P.E.49704 Approved for use outside HVHZ:Yes Created by Independent Third Party: Yes Impact Resistant: No Evaluation Reports Design Pressure: +N/A/-Table A 7 5 ;CRIMP 0 032 ALUM a5r.1 other: Refer to evaluation report for conditlons.Install the FLIZQZLRL EL assembly In compliance with the Installation method listed in Created by Independent Third Party: Yes this report and applicable code sections of W.Refer to manufacturer's installation instructions. —� 1.5"rib height, 16"wide,24 gauge steel,standing seam rc 17022.3 3- 1.5"Mechanical Seam"(R5) panel mechanically attached to 15/32"plywood or wood de with clips and fasteners. Limits of Use - Inetallatlon Instructions El 17022 „7 11 FL 17072.3 t 5 MFCHANICAL Approved for use In HVHZ: No seam 24Ra ssrodf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-Table A !valuation Reports Other: Refer to evaluation report for conditions and limitations of use. Install the assembly In compliance with the L17024Da cc F FL 17022 3 i 5 MECHANICAL installation method listed in this report and applicable code Created Third Party:Yes scctiona of FBC. Refer to manufacturers installation instructions, --- seam 17022.4 4 -"1.S"Mechanical Seam"(RS) f roo rib helmh�'hab ir l wide,cached Cou15/32"plywood gor wo' tDeckith dips and fasteners. Llmits of Use ation Instructions Approved for use In HVHZ: NoApproved for use outside frVHZ:Yes d By: Locke Bowden, P.E.49704 Impact Resistant: NO e A d by Independent Third Party: Yes Design Pressure: +N/A/ tionReportother: Refer to evaluation ry port for condltlons and n R7 AEFL 17027 4 MECHANCIAL SEAM limitations of Use. Install the assembly In compliance with theI installation method listed in this report and applicable code CreMIated by Independent Third Party:Yes sections of FBC.Refer to manufacturer's installation instructions. - _ -"1 In.Nall Strip"IRS) 1"rib height, 16"wide, 26 gauge steel,standing seam roof 5 17022.5 — - .,,r..ucnbl`u.Fnurl0VwM1%3dYe3d 2/4 1/4/2018 Florida Building Code Online panel mechanically attached to 15/32"plywood or wood de with fasteners. ° Limits of Use Installation Instructions, Approved for use in HVHZ: No FL17022 0 II FL 17022.5 1 0 NAILSTRIP ssrx Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact.Resistant: No i Created by Independent Third Party: Yes Design Pressure: +N/A/Table A I Evaluation Reports - Other:Refer to evaluation report for conditions and i F.'-17022 R7 AE FL 17022 5 1 0 NAILSTRIP ssr.pdf limitations of use.Install the assembly in compliance with the C±sated by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturerVinstallation Instructions. 17022.6—^ 6-% in. Nail Strip"(115) ;1"rib height, 16"wide, 0.032"aluminum,standing seam n panel mechanically attached to attached to 15/32"plywooc Wood Deck with fasteners, Limits of Use Installation Instructions Approved for use in HVHZ:No FL17022 R7 II FL 17022.6 1.0 NAIL STRIP 0.032 Approved for use outside HVHZ:Yes ALUM ssr.odf Impact Resistant:No Verified By: Locke Bowden, P.E.49704 t Design Pressure: +N/A/Table A Created by Independent Third Party: Yes Other: Refer to evaluation report for conditions and Evaluation Reports limitations of use.Install the assembly in compliance with the FL37022 R7 AE FL 17022 6 i 0 NAIL STRIP 0.032 installation method listed in'this report and applicable code ALUM ssr.pdf sections of FBC. Refer to manufacturer's Installation Created by Independent Third Party: Yes instructions. 17022.7 7-"1.5 In. Nall Strip" (115) 1`!"'rib height, 19"wide,26 gauge steel, standing seam rc p ;API mechanically attached to 15/32"plywood or wood de v i.h fasteners. _ Limits of Use Installation.Instructions Approved for use In HVHZ:No FL17022 R7 II FL 17022.7 1.5 Nail Strip 26GA ssr.pdf Approved for use outside HVHZ:Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant: No Created by Independent Third Party:Yes Design Pressure: +N/A/,-Table A Evaluation Reports Other: Refer to evaluation report for conditions and FI 17022 R7 AE FL 170223 1.5 Nail Strip 26GA ssr.pdf limitations of use.Install the assembly in compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC: Refer to manufacturer's installation instructions. 17022.8 8-"EMAX Rib" (R5) 7 29 gauge steel, lapped roof panel mechanically attached to : 15/32"plywood or wood deck with exposed fasteners. Limits of Use Installation Instructions Approved for use in HVHZ: No �- F 17022 R7 II FL 177022.8 EMAX Rib ssr.pdf Approved for use outside HVHZ:Yesrrified By: Locke Bowden, P.E.49704 Impact Resistant:No ,:�:ated by Independent Third Party: Yes Design Pressure:+N/A/Table A 4.1 i-aluation Reports Other: Refer to evaluation report for conditions and I 'i,17022 R7 AE FL 177022,8 EMAX Rib ssr pdf limitations of use.Install the assembly In compliance with the Created by Independent Third Party:Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's installation instructions. 17022.9 9-"PBR MAX"(115) 26 gauge steel, lapped roof panel mechanically attached to !15/32" plywood or.wood deck with exposed fasteners. i Limits of Use Installation Instructions Approved for use in HVHZ: No FI-17022 R7 II'-FL 17027 9 PBR RIB ssr.pdf , Approved for use outside HVHZ:Yes - Verified By: Locke Bowden, P.E.49704 Impact Resistant: No. Created,by Independent Third Party: Yes Design Pressure; +N/A/Table A Evaluation Reports other: Refer to evaluation report for conditions and i FL17022 R7 AE FL 17022 9 PBR RIB ssr.pdf limitations of use.Install the assembly in compliance with the Created by Independent Third Party: Yes installation method listed in this report and applicable code sections of FBC. Refer to manufacturer's Installation instructions. 0 Contact Us:: 601 -ir Stone Road Tallahassee Fl,3239a Phone:850-487-1824 - - The State of Florida Is an AA/EEO employer. roovrloht 20o7-2t113 State of Florida.::Privacy Statement::Accecsibitlty statement::Refund Statement k•s, ii..,.....fl—ahidirlinn nminr/nr ano dtl.asox?oaram=wGEVXQwtDgv2aBQpHpQQe6rMZMkUEoR%2bGxHGxFe5QkCHzEgvOQveeg%3d%3d 3/4 IBM. 2160 SW Poma Drive Palm City,FL 34990 772)872-8034 Compliant with Florida Building Code 2017(61h ed.) Compliant with Florida Product Approval Rule#61G20-3 . Compliant: Keystone Certifications Product: 5 V Crimp 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min. 15/32"plywood or Wood Deck w/min.0.42 specific gravity with screws. 24" Coverage Rib Height 3/8" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1 (Method 1 Attachmer; ;):#9 x 1-1/2" Hex-Washer Head wood screw* to penetrate 3/16" min.thru deck or 5/8"em��,edment into wood plank. (*or sufficient length to meet requirements) Fastener 2(Method 2,3, &4 Attachment):#10 x 1-1/2 Hex-Washer Head wood screw*to embedment into wood plank. (*or suffi penetrate 3/16" min.thru deck or 5/8" cient length to meet requirements) Underlayment: To be compliant with FBC Sec. Chart 1507.1.1 Slope:Shall be in compliance with FBC Sec. 1507. See Fastener attachment specifications above Install Details: Table A Allowable Loads METHOD 1 METHOD 2 METHOD 3 METHOD 4 DES6GN PRESSURE* -96 PSF .93.5 PSF -101 PSF -228 PSF ROW SPACING 16"o.c. 16"O.C. 8"O.C. 6"o.e. FASTENER SPACING (ALONG Panel width) 12"o.c. 12"O.C. 12810c. i2#°ioc. FReference NER SIZE #9 #10 Data: ARCHITECTURAL TESTING,INC.TST Ift 1527 L9L 0-06 sIa 1897-041 Test Report p�893.01-450-18 o5/oa/14 Test Report F3366.01-450-18 12/18/15 TAS 125-03 Test Report D05893.02-450-18 07/22/14 *EQUIVALENCY-UL 1897-04 is equivalent to test standard UL 1897�--1?fl r r *Design pmsure margin of safety 2.1 -------------- ` X ��° t° ` facturin or distributing products Locke Bowden,P.E.does not have,not will acquire a financial inttrq a� c49Y�d�W g under this evaluation. • Locke Bowden,P:E.is not owned,operated,or controlled by aQy comparil PMbilafabures0 or�istr'buting products under this a report. fir �; 7/7 e N 4 , . P' o'?asBaNAl�,e�. 4 FL17022.1 5V Crimp (26GA Steel), 24"Wide Roof Panel - Details Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6th ed. 2.Minimum slope to be compliant with Florida Building Code 2017 61h ed.,and per with Manufacturer's installation reference. 3.Products are compliant for State of Florida product approval.per Rule 61 G20 `r. Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authorities w/jurist ;`51tion is allowed by other registered engineers. 5. Fire classification is not part of this acceptance.Shear diaphragm values are utside this report. 6.Support framing in compliance w/FBC 2017 6th ed., Chapter 22 for Steel, Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty, installation, recommended product use outside of this report. Fasteners- #9 x 1-112"Min,or #10 x 1-112"Min.perTebre A'for Row 5-V Cruttp Root Panel Spacing and Design Pressures Hex Washer Head Wood Screws ° Q. 0 Qg' Deck: -ism-or greater Plywood,or Wood plank `.. X 12' 3. ppTioNALy?RIflTiDNS �✓ Panel Profile Nominal 12 Nominal 12" O.C. O.C. Fasten Min. or #10 x 1-112"Min.per Table"A" Hex Washer Head Screw Spaced 12"o.c..across the Panel Width Panel Refer to Table"A"�;or Spacing Along Panel Overlap Length Deck-15/32"or greater plywood,or -Wood plank