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Home My WebLink AboutProduct Approval 1' MAX ::FL17022.01-R8 ,. fle COPY 203 � P EVIEWED FlU CODE COMPLIANCE EXTREMEMETAL sum CIE FABRICATORS CCU SKILLED CRAFTERS OF METAL ROOFING SYSTEMS C 26ga ( min ) VMAX over 15/32" ( min ) plywood Extreme Metal Fabricators 2120 SW Poma Dr I Palm City FL 34990 • ; Product Description 5V Crimp style exposed fastener panel with 24" max coverage and nominal rib height of 3/8". Product Material 26ga (min) steel Corrosion resistant per FBC 1507.4.3 .;,ere required Fastener #9 or #10 x 1.5" fastener with sealing washer Compliant with FBC 1506.6 where required. Substrate/Deck 15/32" (min) plywood or 3/4" (min) thick wood plank (min S.G. of 0.42) Evaluated by: David Eng, PE Timberlake Cove, LLC 3324 W Univ Ave #206 1 Gainesville FL FL PE 81377 1 FL CA 3334a www.TimberLakeCove.co •_• p E. PA .........Fib, �\ O•' 0CENSF r David E Eng = No.81377 E��-2020.10.06 00:08:33+01'00= -0 _- STATE OF �(/�� T R<OR10P.•' N rrrrili+� This item has been digri A e • seated o e o t j, •. • •e oo VMAX o •o an • o e „r verified o e e- r Crimp Exposed • y S v - ^^^- MAX „t F L 17022.OI R8 Underlayment: Comply with local building code or FBC 1507.1.1 where required. Slope: Comply with local building code or FBC 1507.4.2 where required. Re-Roofing: This panel may be installed over a single layer of existing shingles as permitted by local building code or FBC 1511, provided the existing roof meets the conditions required by the applicable code. Maximum Allowable Loads & ?nstallation Requirements: 1. G?'+ Method A: #9 x 1.5" fastener in 12"-7 !'pattern cit 16" o.c.: 86 PSF G Method B: #10 x 1.5" fastener in 12"-:.12" pattern at 16" o.c.: 93.5 PSF Method C: #10 x 1.5" fastener in 12"-i2" pattern at 8" o.c.: 101 PSF Method D• #10 x 1.5" fastener in 12"-12" pattern at 6" o.c.: 228 PSF A factor of safety of 2 has been applied. Technical Documentation: This product has been tested to the UL 580 standard by Architectural Testing (now Intertek Testing, TST-1527), report D05893.01-450-18, F3366.01-450-18, and D05893.02-450-18. As referenced in FL 17022.01-R7 Compliance Statement: This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2 (non-HVHZ) as required by FL Rule 61G20-3, method 1D. This product'as described h-as been tested and demonstrated compliance with: • UL580 - Test for-Uplift Resistance c f Roof Assemblies • UL 1897 - Uplift test for .roof cover ig systems. ,y Design Process: The load tables in this report provides one prescriptive option for the fastening requirement for the applicable wind loads for roofs within the parameters described. For roofs outside of the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use of these tables assumes that the structure is: Enclosed and conforms to wind-borne debris provisions and is a regular shaped building • Is not-subject to across-wind loading, vortex shedding, or instability; nor does it have a site location for which channeling or buffeting warrant consideration i Engineering analysis may be completed by other licensed engineers for project specific approval by local authorities having jurisdiction. Certification of Independence: David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any company manufacturing or distributing products under this evaluation. The same entities do not have, nor will acquire, a financial interest in any othe, entity involved in the approval process of the product. Exclusions and Limitations: Design of deck and roof structure (to inciude attachment of plywood or wood plank) shall be completed by others. Fire classification and shear diaphragm design are outside the scope of this evaluation. Accelerated weathering/salt spray is outside the scope of this evaluation. This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible for any conclusions, interpretations, or designs made by others based on this evaluation report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no express or implied warranty regarding fR• performance of this product. Installation shall be subject to the local building code and authority having jurisdiction; this report shall not be construed to supersede local codes in force. + � S i-` E_X7REMEMETALFABRICA TORS.COM rrEMETAL ti i"`.: ', p MAX I .. : !�'` a ' rr '`v , a°. r �';?i��`�•'� �� 1�=,�� 3�`rit1�� .��u a -_ � _ .. F L 17 0 2 2-`01(14 R to Instructions: fh Select the appropriate load table that applies to the structure in question. Ij 2 2 3 Determine the design wind speed for the project location. 2 1 1 2 Use the attachment method indicated for that 2 windspeed within each roof zone. 2 2 2 1 3 a 2 2 3 TT- a .tip NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone concept. } For the load tables below, the worst case was taken 2 for each zone and reported using the standard zones II 2 1 1 2 1-2-3: L 2 3 a f Zone 1 includes zones 1 and 1' I a Zone 2 includes zones 2e, 2r, and 2n �-.Ja� HIP ROOF GABLE ROOF -aL �i Zone 3 includes zones 3e and 3r Combining these zones creates a clear, simple i:IQ%OF'EA'TM0iZO"TAL°'"EK'MONORM. """ � tA "' RISSLLEAB°TNOT p E.83 THAN ER ER 4%OF LEAST HORIZONTAL O ENSION OR SFT B—) scheme, at the expense of some design efficiency_ "AS °E'E"""'"EOBY DESIGN°"OTHER APPLICABLE,CODE. Contact the manufacturer for further information, ROOF ZONES FOR GENERIC BUILDING or consult a licensed design professional. METHOD A: METHOD B: METHOD C: METHOD D: #9 AT 16"-O.C. #10 AT 16"O.C. #10 AT 8"O.C. #10 AT 6"O.C. —12"(NOM) 12"(NOM) 1 NR: NOT RATED. CONSULT DESIGN •�'' PROFESSIONAL AS NEEDED Use this load table for structures which meet the following criteria: Use this load tz.ale for structures which meet the following criteria: Are located in Exposure B area Are located in►'..- C,or D exposure area Have either a flat roof,or gable/hip roof with max slope of 12:12 Have either a f;A roof,or gable/hip roof with max slope of 12:12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26cia 5V Crimp on 15/32" plywood FL17022.01: 26 a 5V Crimp on 15/32 lyv��od Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 105 110 120 130 140 150 160 170 180 190 200 Zone 1: .A A A A A A . A A A A A Zone 1: A A A A A A A C 'D D D Zone 2: A A A A A A A A C D D Zone 2: A A A A C r D D D D D D Zone 3: A A A A A A ' B C D. ::D D-'; Zone 3: A A A `,'C I, D' D D `t D D p Use this load table for structures which meet the following criteria: Use this load table for structures which meet the following criteria: Are located in Exposure B area Are located in B,C,or D exposure area Have either a flat roof less than 7°,hip roof with Have either a flat roof less than 70,hip roof with max slope of 12:12,or gable roof with slope between 4.4:12&12:12 max slope of 12:12,or gable roof with slope between 4.4:12&12.12 Have a mean Roof Height of 30 feet or less Have a mean Roof Height of 30 feet or less FL17022.01: 26 a 5V Crimp on 15132" &wood FL17P?2.01: 26 a 5V Crimp on 15/32" I ood Wind 105 110 120 130 140 150 160 170 180 190 200 Wind 11 110 120 130 140 150 160 170 180 190 " '.= Zone 1: A A A A A A. A A A A A Zone 1: A A A A A A A B C D D Zone 2: A A A A A A A A A B C"` Zone 2: A A A A A B D D D D U Zone 3: A A A A A A A Zone 3: A A A B D: . D p D D D D ® -4,g EXTREMEMETAL s=`1 II File Cone M IAMI•DADE 44 �V W� _ 3 C.{J MIAMI-DADE COUNTY p�py PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCEME' EFt�ELP F 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION ®eHA A"��g� Miami,Florida 33175-2474 eH®A" f�1 315-2590 F(786)315-2599 ,• NOTICE OF ACCEPTANCE (NOA) ST° CIE C® vvwvw.miamidade.gov/economymy MFM Building Products Corporation OC 3 Z f 525 Orange Street Coshocton, OH 43812 I SCOPE: ;1 This NOA is being issued under the applicable rules and regulations govern .ng 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 comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Ultra HT Wind &Water Seal"' High Temperat;i;re ' 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-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of.the NOA is displayed, then it shall be done -r, in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user b. 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 1 through 3. The submitted documentation was reviewed by Freddy Semino NOA No.: 18-1015.01 M1AM1•DADECouIJTY Expiration Date: 03/27/24 Approval Date: 12/20/18 Page I of 3 s ;y ROOFING COMPONENT APPROVAL Category: Roofing Sub-Category: Underlayment Material: SBS SCOPE: This acceptance is for Ultra HT Wind and Water Seal"'High Temperature roof underlayment as described in this Notice of Acceptance, for use with approved prepared roof assemblies. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product DimenFi,.as Specification Description Ultra HT Wind and Water 36"x 67' ,'olls ASTM D 1970 45-mils thick(nominally), self adhering, Seal'"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: 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 I1 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. a Membrane: One or more plies cf'Jltra HT Wind&Water Seal"'High Temperature underlayment with a minimum 3"side lap tnd 6"end lap. Place the first course of membrane parallel to the eave, fi. rolling the membranc'to obtain maximum contact. Remove the release membrane as the membrane is applied. Surfacing: Approved for mechanically fastened metal roofing, asphaltic shingles,wood shakes and shingles, quarry slate roof assemblies. NOA No.: 18-1015.01 MIAMI•DADE COUNTY Expiration Date: 03/27/24 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 Tempu::ature 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 roof assemblies. Ultra HT Wind&Water Seal'High Temperature underlayment shall not be used as roof tile underlayment. 4. Ultra HT Wind&Water Seal""High Temperature underlayment shall be applied to a smooth, clean, and dry surface with deck free of irregularities. S. 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 •:' g p 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 Te.�,Perature underlayment as a component part of an assembly in the Notice of Acceptance. If it is not listed,a r .quest may be made to the Authority , Having Jurisdiction (AHJ) or the Miami-Dade County Product Conti i Department for approval provided that appropriate documentation is provided to detail compatibility of the products,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. •'y 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 th;:underlayment. 13. All products listed herein shall have a quality assurance audit in acco dance 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 marking of the manufacturer's naive 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. MIAM!•DADE COUNTY END OF THIS ACCEPTANCE .y NOA No.: 18-1015.01 ,, MIAMI-DADE COUNTY Expiration Date: 03/27/24 Approval Date: 12/20/18 Page 3 of 3 I I