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HomeMy WebLinkAboutProduct Approval I. I certificate of Authorization No.29824 ��. CREEK r_+ 17520 Edinburgh Dr Copy Tampa,FL 33647 j TECHNICAL SERVICES, .LLC k'i7 (813)480-3421 T" N 2020 EVALUATION REPORT FLORIDA BUILDING CODE,7 EDITION( ) Manufacturer: DREXEL METALS, INC. REVIEWEOTOW9,2020 1234 Gardiner Lane Y� Louisville,KY40213 CODE COMPLIANCE 43 www ST. L CIE COUNTY www.drexmerexmet.com 77 �Manufacturing: Port St.Lucie, FL CC Quality Assurance: Architectural Testing, Inc.,An Intertek Company(QUA1844) SCOPE Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Architectural Testing(TST1558) D9330.03-450-18 TAS 125 2003 Architectural Testing(TST1558) C8008.01-450-18 TAS 125 2003 Architectural Testing(TST1558) C8009.01-450-18 TAS 125 2003 Architectural Testing(TST1558) B3862.01-450-18 TAS 125 2003 Architectural Testing(TST1558) D0841.01-450-18 TAS 125 2003 Architectural Testing(TST1558) B8437.02-450-18 TAS 125 2003 Architectural Testing(TST1558) B8437.01-450-18 TAS 125 2003 Architectural Testing(TST1558) B8438.02.450-18 TAS 125 2003 Architectural Testing,Inc(an Intertek Company)(TST1527) F8542.01-450-44 UL 580 2006 UL1897 2012 Architectural Testing,Inc(an Intertek Company)(TST1527) G1899.01-450-18 UL 580 2006 UL1897 2012 Architectural Testing,Inc(an Intertek Company)(TST1527) F0755.01-450-18 TAS 125 2003 Architectural Testing,Inc(an Intertek Company)(TST1527) F9156,01-450-18 TAS 125 2003 Architectural Testing,Inc(an Intertek Company)(TST1527) F9156.02-450-18 TAS 125 2003 Architectural Testing,Inc(an Intertek Company)(TST1527) 0412-1012-06 TAS 125 2003 Architectural Testing(TST1558) C6413.02-450-18 TAS 125 2003 Architectural Testing(TST1558) D6207-01-450-18 TAS 125 2003 Architectural Testing(TST1558) 0412-0621-07 TAS 125 2003 Architectural Testing(TST1558) C6413.01-450-18 TAS 125 2003 Force Engineering&Testing(TST5328) 72-019TOT-07 UL 580 2006 UL1897 2012 Force Engineering&Testing(TST5328) 72-0314T-06A-C UL 580 2006 UL1897 2012 Force Engineering&Testing(TST5328) 72-0313T-06A-C UL 580 2006 UL 1897 2012 Hurricane Test Laboratory(TST1527) 0412-1203.07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0412-1017-05 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0412-MO12-06 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0412-0305-07 TAS 125 2003 Hurricane Test Laboratory(TST1527) 0412-0306-06 TAS 125 2003 UL LLC(TST9628) 02NK11243 UL 580 2006 UL1897 2012 UL LLC(TST9628) 03NB13142 UL 580 2006 UL1897 2012 DRX19002.1 FL30304-RI Page 1 of 6 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. l . I i DREXEL METALS,INC. CREEK Metal Roofing Non-HVHZ F4- TECHNICAL SERVICES. LLC i . PRODUCT DESCRIPTION 1.5" Profile: 1.5-inch mechanical seam;Max.20-inch coverage Mechanical Description: Non-structural,min. 180'mechanical lock standing seam roof panel; Lock Material: MinA 6 ozW ASTM B370 copper;Shall conform with FBC Section 1507.4.3 Min.24 ga.Fluropon@)coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.50 ksi); Shall conform with FBC Section 1507.4.3 Min.0.032-inch Fluropon@ coated ASTM B209 aluminum(Fy=min.24 ksi); Shall conform with FBC Section 1507.4.3 16"-20" 1.5"Nail Strip Profile: 1.5-inch snap lock seam;Max.15.5-inch coverage Description: Non-structural,snap lock standing seam roof panel;slotted nail strip; Material: Min.24 ga.Fluropon@ coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.50 ksi); Shall conform with FBC Section 1507.4.3 15, /2 PBR and Profile: '/-inch rib;Max.36-inch coverage Econ Line Description: Non-structural,through fastened roof panel PBR Material: Min.26ga.Fluropon@ coated ASTM A792 AZ50,or ASTM A653 G90(Fy=min.40 ksi); Shall conform with FBC Section 1507A.3 - e+f 54-Crimp Profile: %-inch ribs;Min.20.5-inch,Max.24-inch coverage Description: Non-structural,through fastened roof panel Material: Min.0.032-inch Fluropon@ coated ASTM B209 aluminum(Fy=min.23 ksi); Shall conform with FBC Section 1507.4.3 .20.6'-24Z O,tmi- e (ustria 24.01-27.5'Coil} 3m,Un. Stiffening Ribs t£Panel sbiatians are Optional DRX19002.1 FL30304-Rl Page 2 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20,3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. ,i D METALS,INC. CREEKMetalal Roofing Non-HVHZ TECHNICAL SERVICES,LL,C i PAC-150 Profile: 1.5-inch mechanical seam;Max.20-inch coverage j Description: Non-structural,min.90°mechanical lock standing seam roof panel; j Material: Min.0.032-inch Fluropon®coated ASTM B209 aluminum(Fy=min.22 ksi); Shall i conform with FBC Section 1507.4.3 Min.24 ga.Fluropon®coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.55 ksi); Shall conform with FBC Section 1507.4.3 12"-20" Snap-Clad Profile: 1.75-inch snap lock seam;Max. 18-inch coverage Description: Non-structural,snap lock standing seam roof panel; Material: Min.0.032-inch Fluropon®coated ASTM B209 aluminum(Fy=min.25 ksi); Shall conform with FBC Section 1507.4.3 c optional factory Sbffemng ritrs and or G01d apWm sitiatom optional. 6ealant bead' Tite-Loc Plus Profile: 2-inch mechanical seam;Max.18-inch coverage Description: Non-structural,min. 180°mechanical lock standing seam roof panel; Material: Min.24 ga. Fluropon®coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.60 ksi); Shall conform with FBC Section 1507.4.3 Min.0.032-inch Fluropon®coated ASTM B209 aluminum(Fy=min.20 ksi); Shall conform with FBC Section 1507.4.3 2" 16"or 18" SnFftVPtG RIPS AS'n SMIATIO.\S OITIOYAL DRX19002.1 FL30304-R1 Page 3 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. CREE'" DREXEL METALS,INC. K Metal Roofing Non-HVHZ TECHNICAL SERVICES, LLC Econo Line 1" Profile: 1-inch snap lock seam;Max.164nch coverage Clipless Description:' Non-structural,snap lock standing seam roof panel;slotted nail strip; j Material: Min.26 ga.Fluropon®coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.40 ksi); Shall conform with FBC Section 1507.4.3 Min.0.032-inch Fluropon®coated ASTM B209 aluminum(Fy=min.24 ksi); Shall conform with FBC Section 1507.4.3 - T Striations Optional (Flat.Shown) Jacksonville Profile: 1.5-inch snap lock seam;Max.19-inch coverage Beach Series Description: Non-structural,snap lock standing seam roof panel;slotted nail strip; 1.5"Clipless Material: Min.24 ga.Fluropon®coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.50 ksi); Shall conform with FBC Section 1507.4.3 Min.0.032-inch Fluropon®coated ASTM B209 aluminum(Fy=min.21 ksi); Shall conform with FBC Section 1507.4.3 15"- 19"Coverago ---�-( t so• Flat vrCLp RF•et t (Opliaeal&tt!rHuj-�)Min AvaiaUel Miami Series Profile: 1.75-inch snap lock seam;Max.18-inch coverage 1.75 Snap Description: Non-structural,snap lock standing seam roof panel; Lock Material: Min.24 ga.Fluropon®coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.50 ksi); Shall conform with FBC Section 1507.4.3 Min.0.032-inch Fluropon®coated ASTM B209 aluminum (Fy=min.24 ksi); Shall conform with FBC Section 1507.4.3 l I , Palm Beach Profile: 1.5-inch mechanical seam;Max.20-inch coverage Series 1.5 Description: Non-structural,min.90°mechanical lock standing seam roof panel; Mechanical Material: Min.24 ga.Fluropon@ coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= Seam min.50 ksi); Shall conform with FBC Section 1507.4.3 Min.0.032-inch Fluropon®coated ASTM B209 aluminum(Fy=min.24 ksi); Shall conform with FBC Section 1507.4.3 - 12" - 20" Widths Available ---} l 1 ii2 Stiffening Ribs Optional j (Flat w/Clip Relief Shown} DRX19002.1 FL30304-R1 Page 4 of 6. This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. �.r Metal Roo METALS,INC. �+ Metal Roofing Non-HVHZ I—ATECHNICAL SERVICES, LLC j Key West Profile: %Z-inch ribs; Max.24-inch coverage Series 5-V Description: Non-structural,through fastened roof panel Crimp Material: Min.26 ga.Fluropon@ coated ASTM A792 AZ50,or ASTM A653 G90 steel(Fy= min.50 ksi); Shall conform with FBC Section 1507.4.3 24"Maximum Net Coverage C_ N I Stuart Line Profile: 1-inch snap lock seam;Max.16-inch coverage Series 1"Nail Description: Non-structural,snap lock standing seam roof panel;slotted nail strip; Strip Material: Min.24 ga.Fluropon®coated ASTM 092 AZ50,or ASTM A653 G90 steel(Fy= min.50 ksi); Shall conform with FBC Section 1507.4.3 f� 16" ' 1" I DRX19002.1 FL30304-RI Page 5 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. FA CREEK DREXEL METALS,INC. �_ Metal Roofing Non-HVHZ TECHNICAL SERVICES, LLC LIMITATIONS I 1. This report is not for use in the HVHZ. 2. Fire classification is not within the scope of this evaluation. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 4. Roof slope shall be in accordance with FBC Section 1507.4.2. 5. Reroofing shall be in accordance with_FBC Section 1511. 6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,7t'Edition(2020)as evidenced in the referenced documents submitted by the named manufacturer. ,,•�'� R.'E N S 9%cs 2020.08.09 No 74021 15:13:43 -04'00' �:_• STATE OF :�<U �����•�� O Fi t O P,••N 4% Zachary R.Priest,P.E. Florida Registration No.S�'•••... . '• C? 021 AL �� Organization No.A E9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest, P.E.does not have, nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A—Installation(2 pages) 2) APPENDIX B—Approved Roof Systems(8 pages) 3) APPENDIX C—Design Wind Loads(4 pages) DRX19002.1 FL30304-R1 Page 6 of 6 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. C R E E DREXEL METALS,INC. Metal Roofing TECHNICAL SERVICES,.I_L-C APPENDIX B Approved Systems for Econo Line 1"Clipless over Wood Deck(New or Existing) System Fire Barrier/ ; MDP Deck Underlayment Roof Panel Panel Attachment No. insulation (pso Min.15/32 OPTIONAL 26 ga,Econo Line 1"Clipless One(1)#10 PH wood screws EL1C-W1 CDX plywood Versashield Solo As required per FBC Max.16-inch coverage spaced 6-inch o.c.along the nail strip -71 fl One(1)#10 PH wood screws EL1 C-W2 Min.15/32 OPTIONAL As required per FBC .032 Al Econo Line V Clipless spaced 6-inch o.c.along the nail strip; -78 5 CDX plywood Versashield Solo Max.16-inch coverage Bostik 70-05A applied to both sides of the male rib prior to seam engagement; Approved Systems for,Jacksonville Beach Series 1.5"Clipless over Wood Deck(New or Existing), System Deck Fire Barrier/ No. Insulation Underlayment Roof Panel, Panel Attachment MDP(psf) OPTIONAL .032 Al Jacksonville Beach One(1)#10 PH wood screws Min.15/32 spaced 6-inch o.c.along the nail strip;J1.5C-W1 Approved fire As required per FBC Series 1.5"Clipless p 9 p' -76.75 CDX plywood barrier or insulation Max.19-inch coverage Bostik 70-05A applied to both sides of the male rib prior to seam engagement; OPTIONAL 24 ga.Jacksonville Beach One(1)#10 PH wood screws Min.15/32 spaced 6-inch o.c.along the nail strip; J1.5C-W2 Approved fire As required per FBC Series 1.5"Clipless -97.25 CDX plywood barrier or insulation Max.19-inch coverage Bostik 70-05A applied to both sides of the male rib prior to seam engagement; OPTIONAL .032 Al Jacksonville Beach One(1)#10 PH wood screws Min.15/32 spaced 3-inch o.c.along the nail strip; J1.5C-W3 Approved fire As required per FBC Series 1.5"Clipless -108.5 CDX plywood Bostik 70-05A applied to both sides of the male rib barrier or insulation Max.19-inch coverage prior to seam engagement; OPTIONAL 24 ga.Jacksonville Beach One(1)#10 PH wood screws Min.15/32 spaced 3-inch oc along the nail strip; J1.5C-W4 Approved fire As required per FBC Series 1.5"Clipless o.c. -161 CDX plywood barrier or insulation Max.19-inch coverage Bostik 70-05A applied to both sides of the male rib prior to seam engagement; DRX19002.1 FL30304-R1 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. i f Certificate of Authorization No. 29824 CREEK 17520 Edinburgh Drive Tampa,FL 33647 (813)480-3421 TECHNICAL SERVICES, LLC EVALUATION REPORT FLORIDA BUILDING CODE,7T"EDITION(2020) Manufacturer: MID-STATES ASPHALT AND CANT STRIP, INC-File Cb ctober 16, 2020 1637 51 st Street Tuscaloosa,AL 35401 (800)489-2391 www.msaroof.com �f 03-XX Manufacturing Location: Tuscaloosa,AL REVIEWED FOR Quality Assurance: UL LLC(QUA9625) CODE COMPLIANCE SCOPE ST. (L� CIE COUNTYNT Category: Roofing `M B®CC'-�'f" 2� Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES 9n2y Report No. Standard Year PRI Construction Materials Technologies(TST5878) BWR-514-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) BWR-522-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) BWR-534-02-01 ASTM D 1970 2015a ASTM D 4798 2011(2016) PRI Construction Materials Technologies(TST5878) BWR-543-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) WRMI-011-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) MSA-004-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-007-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST6049) MSA-026-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-047-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-048-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-054-02-01.1 TAS 103 2020 TAS 110 2000 PRI Construction Materials Technologies(TST6049) MSA-056-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-057-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-060-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST6049) MSA-060-02-02 TAS 110 2000 PRI Construction Materials Technologies(TST6049) MSA-062-02-01 ASTM D 1623 2017 PRI Construction Materials Technologies(TST6049) 1085T0002 TAS 110 2000 PRI Construction Materials Technologies(TST6049) 1085T0007 ASTM D 1623 2017 PRI Construction Materials Technologies(TST6049) 1085T0011 ASTM D 1623 2017 TAS 103 2020 i MSA17001.2 FL17401-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. C R K MID-STATES ASPHALT AND CANT STRIP,INC Self-Adhering Underlayments TECHNICAL SERVICES, LLC I PRODUCT DESCRIPTION AND LIMITS OF USE QUIK-Stick Ice&Water QUIK-Stick Ice & Water Granular is an ASTM D 1970 self-adhesive underlayment Granular constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice &Water Granular is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick Ice&Water QUIK-Stick Ice & Water Sand is an ASTM D 1970 self-adhesive underlayment Sand constructed from SBS modified asphalt with a fiberglass mat reinforcement and surfaced with sand. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. QUIK-Stick Ice & Water Sand is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIK-Stick HT Smooth QUIK-Stick HT Smooth is an ASTM D 1970,TAS 103, and FRSA/TRI Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition compliant self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and woven poly-fabric surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft or 3-ft 3-in x 61-ft and has a nominal thickness of 60 mils. QUIK-Stick HT Smooth (Woven Facer) is to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1. QUIK-Stick HT is permitted to be used with mechanically attached or adhered clay or concrete tile roofing using either DAP Touch 'n Seale Storm Bond Roof Tile Adhesive or DuPontTm TILE BONDTm Roof Tile Adhesive. Exposure on the roof deck shall be limited to a maximum 180 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. ' QUIKStick HT Pro QUIK-Stick HT Pro is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and poly-fabric surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 60 mils. QUIK-Stick HT Pro is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. QUIKStick FS QUIK-Stick FS is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt with a fiberglass mat reinforcement and textured film surface. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 45 mils. QUIK-Stick FS is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. I MSA17001.2 FL17401-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i CREEK MID-STATES ASPHALT AND CANT STRIP,INC Self-Adhering Underlayments TECHNICAL SERVICES, LLC PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with the FBC Application: All underlayments shall be installed in accordance with the FBC. Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck.The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6"end laps staggered min.6-ft.from preceding course. It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —QUIK-Stick HT Smooth only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: QUIK-Stick HT Smooth shall be fully adhered to the optionally primed plywood deck. Maximum Design -52.5 psf Pressure: I MSA17001.2 FL17401-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein.