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Home My WebLink AboutProduct Approval - Metal Roofingt ,Florida Building Code Online 3/14/22, 3:39 PM � � r �d #r "�+ ,�`� ��a�x&�Fi tr•U.s " � ,+3 . i � rr�a "^ v� 1R� i r " q x T ,.��u�:�,�+ ' Aa°��'� ;�"� •�i �± , fstit _i ,1� Qt'��tt4� p�Y#'�4�il;+p�R: dbr a E`t x Product Approval USER: Public User 1 A Product Approval Menu > Product or Awlication Search > Aagjga iun List > Appkation History > Application Detail y u FL # FL33818-RO Application Type New Code Version 2020 Application Status Approved Comments Archived f'a Dy Product Manufacturer Gulf Coast Supply & Manufacturing, LLC. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 Ext0565 jared.pearce@gulfcoastsuppiy.com ZG76'G Authorized Signature Jared Pearce �d, jared.pearce@guifcoastsupply.com O Itt b� �J `'v6 Technical Representative Address/Phone/Email 2,W S - o i{S1 REVIEWED FOR Quality Assurance Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY Category Roofing BOCC Subcategory Metal Roofing ��LLV Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2023 Validated By Steven M. Urich, PE lei Validation Checklist - Hardcopy Received Certificate of Independence FL33818 110 COI GCS 000 a 2020 Fe —Evil Metal Roofing NonHVHZ haRLP& Referenced Standard and Year (of Standard) i5tandard Year ASTM B 117 2016 ASTM G 155 '2013 FM 4471 1992 https://www.floridabuilding.org/pr/pr_app—dtl.aspx?param=wGEVX...2YOPr4PF4dQoT5r%2fFA9th%2fha%o2b7jjUUQKUnMLX1o1ESECSIK6g%3d%3d Page 1 of 3 Florida Building Code Online 3114/22, 3:39 PM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Cmimmane ni Drnelur4a TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL 580 2006 Method 1 Option D 10/11/2020 10/31/2020 11/05/2020 1Z/16/2020 04/13/2021 FL # Model, Number or Name Description 33818.1 Metal Roofing Systems (HVHZ) GulfLok, VersaLoc, 5V Crimp, GulfPBR and GulfRib Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL33518 RO Z�G- C520002b ?020 FBC );v-al Metal Roofing HVHZ finaLp-d Approved for use outside HVHZ: No Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-164.25 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL33818 RO AE GCS20002b 2020 FBC Evai Metal Roofing HVHZ final.p-df Created by Independent Third Party: Yes 33818.2 Metal Roofing Systems (nonHVHZ) Gulkok, GulfSeam, MegaLoc, VersaLoc, 5V Crimp, GulfPBR, GulfRib and GulfWave Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL33818 R _H GCS20002a 2020 FBC Eval Metal Roofing NonHVHZ final.pd Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +0/-164.25 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL33818 RO AE GC520002a 2020 FBC (<yal Metal Roofing NonHVHZ final.gdl Created by Independent Third Party: Yes Sack —7 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 650-407-1924 The State of Florida Is an AA(EEO employer, CoRyHaht 2007-2013 State of Florida.:: Privacy Statement :: Axessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this enilty. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to Section 45S.275(1), 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 emalis provided may be used for official 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 determine if you are a licensee under Chapter 455, F.S., please dick bgrg. Product Approval Accepts: FM M 9 R] K https://www.floridabuilding,org/pr/pr_app_dtl.aspx?param=wGEVX...2YOPr4PF4dQoT5r%2fFA9th%2fha%2b7jjUUQKUnMLX1o11 SECSIK6g%3d%3d Page 2 of 3 ` rmHNICAL SERV'iCES9 LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 7"" EDITION (2020) Manufacturer: Manufacturing Locations: Quality Assurance: SCOPE GULF COAST SUPPLY & 14429 SW 2'd Place, Suite :Newberry, FL 32669 (352) 498-7852 wwjulfcoastsugply.com Alachua, FL Sebring, FL Montgomery, AL MANUFACTURING, LLC Issued October22, 2020 G30 Keystone Certifications, Inc. (QUA1824) Category: Roofing Subcategory: Metal Roofing Code Edition: Florida Building Code, 7th Edition (2020) High -Velocity Hurricane Zones (HVHZ) Code Sections: '1518.9.1, 1523.1.1, 1523.6.5, 1523.6.5.2.4, 1523.6.5.2.4.1 Properties: Wind Resistance REFERENCES EntiRenort No.Reno Standard Year Architectural Testing, Inc. (TST1527) B9000.01-450-18 TAS 125 2003 Farabaugh Engineering & Testing, Inc. (TST1654) T126-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T128-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T129-07 TAS 100 1995 Farabaugh. Engineering & Testing, Inc. (TST1654) T130-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T132-07 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T215-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T270-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T271-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T272-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T273-08 TAS 100 1995 Farabaugh Engineering & Testing, Inc. (TST1654) T356-10 TAS 100 1995 Force Engineering & Testing (TST5328) 72-0313T-06A-C TAS 125 2003 Force Engineering & Testing (TST5328) 72-0198T-07A-C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07A-C TAS 125 2003 'Force Engineering & Testing (TST5328) 117-0062T-07D-F TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07G-1 TAS 125 2003 Force Engineering & Testing (TST5328) 117-0062T-07J-L TAS 125 2003 Force Engineering & Testing (TST5328) 117-0065T-07A C TAS 125 2003 Force Engineering & Testing (TST5328) 117-0238T-09D FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-09E FM 4471 1992 Force Engineering & Testing (TST5328) 117-0238T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11A FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11 B FM 4471 1992 Force Engineering & Testing (TST5328) 117-0378T-11C FM 4471 1992 PRI Construction Materials Technologies (TST5878) HTL-018-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) 1272T0002 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0003 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) 1272T0005 ASTM G 155 2013 TAS 110 2000 GC820002b FL33818 Pane 1 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. CREEK TECHNICAL SERVICES, LLC .Entity PRI Construction Materials Technologies (TST5878) PRODUCT DESCRIPTION GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) Report No. -Standard Year 1272T0006 ASTM G 155 2013 TAS 110 2000 Gulfl-ok Profile: 1 in. snap lock seam; Max.16 In. coverage Description: Non-structural, sna lock standing seam roof panel with 7/8 in. slotted nail strip Material: Min. 26 ga. ASTM A792 AZ50 coated with Florupon@ or ASTM A653 G90; F = min. 50 ksl; Shall conform with FBC Section 1507.4.3 12" and 16" Coverage Versal-or, Profile: 1,5 in. mechanical seam; Max. 18 in. coverage Description: Non -'structural, mechanical lock 1800 standing seam roof panel, Material: Min. 24 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G90; F = min. 50 ksi; Shall. conform with FBC Section 1507.4.3 tb"•18`Covarage 5V Cri Profile: 7/16 in, ribs at 12 in. o.c.; 24 in. coverage Descri lion: Non-structural, through fastened roof panel_ Material: Min. 26 ga. ASTM A792 AZ50 coated with Florupon® or ASTM A653 G96; Fy = min.,50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in. ASTM B209, 3105 H24 aluminum; Optional Florupon® paint finish; F = min, 25 ksi; Shall conform with FBC Section 1507.4.3 12• 24" Coverage GuIfPBR Profile: 1 1/4 in. ribs at 12 in. o.c.; 36 in. coverage GCS20002b FL3381a Pace 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. CREEK TECHNICAL. SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC 'Metal Roofing (HVHZ) Description: Non-structural, through fastened roof panel Material: Min, 26 ga. ASTM A792 AZ50 coated with Florupon@ or ASTM A653 G90; F = min. 80 ksi; Shall conform with FBC Section 1507.4.3 1114� � 2,r 36Coverage GulfRib Profile: 3/4 in. ribs at 9 in. o.c.; 36 in. coverage Description: Non-structural, through fastened roof panel Material: Min. 29 ga. ASTM A792 AZ60 coated with Florupon® or ASTM A653 G90; B0 ksi; Shall conform with FBC Section 1507.4.3 3/4",� 9° 36" Coverage GC8._20002b_ FL33818 . Pane 3 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. u, CREEK TECHNICAL SERVICES, LLC LIMITATIONS GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) 1. Fire classification is not within the scope of this evaluation. 2. The roof deck and the roof deck attachment information are provided based on testing. FBC requirements for the rational design of the roof deck, including the attachment, are not within the scope of this evaluation. 3. Roof slope shall be 2:12 or greater, 4. Reroofing shall be in accordance with Section 1521. 5. Installation of the evaluated products shall comply with this report, RAS 133, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 6. All products; listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7t' Edition (2020) High -Velocity Hurricane Zones (HVHZ) as evidenced in the referenced documents submitted 'by the named manufacturer. • No 74021 •: STATE OF : ill: ., �S.0 p R ♦ . E�Ca Zachary R. Priest, P.E. 'Florida Registration No. 74021 Organization No. ANE9641 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 (3 pages) 2) APPENDIX B — Approved Roof Systems (4 pages) 3) APPENDIX C — Design Wind Loads (3 pages) GCS20002b FL33818 .Pane 4 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. TECHNICAL SERVICES, LLC CREEK GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX A INSTALLATION. Note - Refer to the APPRouED RooF SYsrgAis section of this report for specific installation details of a selected system. Unless otherwise specified in this report the following installation details shall be met for the named products: Component Product Installation Detail #9-15 HWH wood screw with sealing washer #9-15 HWH WoodZAC screw Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion #10-12 Pancake Type A screw Fasteners resistant in accordance with FBC section 1507.4.4, #12-11 Pancake Type A screw 114-14 HWH ZAC Impax Installed at panel side lap: Shall be corrosion resistant in accordance with FBC Lap screw section 1507.4.4. 24 ga. inseam clip 1/4 Gulfl-ok Clip Clips 0.78 4-1/4" _. -- - - - - 2" NC-33003-3 Sliding Clip 1/2" Sealants TiteBond Weathermaster Metal Roof Sealant Shall be applied in 1/4"- 5/16" continuous beads on the male rib along the seem GCS20002b FL33818 Page 1 of 3 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 not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Rooting (HVHZ) APPENDIX A Fastening Details Nomenclature Attachment — MAX.16" COVERAGE GulfLok Type 1 (1) #10-12 X 1° TYPE A PANCAKE Gullok'm CLIP 24 GA. Gulf-ok Type 2 (1) #10-12 X V TYPE A PANCAKE Max. 18" VersaLoc Type 1 Acq r V-15a0SCSUDlNGCUP (2) #12-11 x 1" Panhead per Clip (1) #9-15 x 1-1/2" HWH Irv/Sealing Washer 5V Type 1 1211-1211-�, At Panel Lap ---/ At Panel Lap #1/4-14 x 7/80 Lap Screw @ 24' O.C. Max. GulIPBR Type 1 12" 12" 12" (1) ##9-15 x 1-1/2' GCS20002b FL33818 Page 2 of 3 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. ::u. CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX A Fastening Details Nomenclature Attachment #1/4-14 x 7/8" Lap Screw @ 24" O.C. Max. 11 11 11 11 GuliPBR Type 2 J ! 55 I -T, I 'I (1) #9-15 x 1-1/2" 911 At Panel Lap GulfRib Type f Z(1) #9-16 x 1.1/2' w/Sealer Washer 1-6,511—T2.5" T-6.5n 7 2.5" f 6.5" 2.5"1-- ti, 5" —{- 2.5" GulfRib Type 2 Z(1) #9.15 x 1-1/2' w/Sealer Washer GCS20002b FL33818 Paae 3 of 3 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. CREEK TECHNICAL SERVICES, LLC APPROVEo ROOF SYSTEMS GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX B The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressure (MDP) was calculated using a 2:1 margin of safety per FBC Section 1523.4. 2. Refer to LlmrrATIONS and sections of this evaluation when using the table(s) below. 3. Refer'to INsrALLA'noN section of this report for installation detail when the -information is not explicitly stated for the selected assembly. 4.. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Underlayment shall be installed in accordance with. FBC requirements. The minimum underlayment shall be ASTM D 226, Type 11 installed as described in FBC Section 1518.2.1 with nails and tin caps per 1517.5. 6. Steel Deck shall be designed by others in accordance with FBC requirements and shall be minimum 22 ga (Fy = min.40 ksi) Wide Rib Deck (Type WR) conforming to ANSI/SDI-RD1.0 & FBC. In no case shall the panels be installed on less than two continuous spans, which are spaced a maximum 5-ft o.c. At minimum, the deck shall be attached with one (1) #12 x 1.5-inch HWH self -drilling screws at the bottom of each flute (maximum. 6-inch o.c. along the support). At minimum, the deck side laps shall be fastened a maximum 6-inch o.c. with #12 x 1.54nch HWH self -drilling screws. 7. Wood Deck shall be designed by others in accordance with FBC requirements and shall be minimum 19/32-inch thick APA Span -Rated plywood sheathing or wood plank at maximum 24-inch span for new construction. Existing construction shall be the minimum plywood sheathing or wood plank thickness at maximum 24-inch span as stated in the approval tables on following pages. In no case shall the attachment be less than 8d ring shank nails spaced 6-inch o.c. Roof System Numbers and Definitions LOK W# GulfLok over Wood Deck New or EAstin Y—L-W# 1.5" VersaLoc over Wood Deck new or Existing) 5V-W9 5V Crimp over Wood Deco New or Bdstin PBR-W# GUIIPBR over Wood Deck New or Existin RIB-W# GulfRib over Wood Deck New or Existing) Approved Systems for GUIfLok over Wood Deck (New or Existing) System No. Deck Fire Barrier Undedayment Roof Panel Panel Attachment MDP (psf) LOK-W-1 Min. 15132 OPTIONAL Approved fire barrier As required per FBC 26 ga., Grade 80 GulfLok. GultLok Type 1 attachment #10-12 x 1" ma's B C plywood or insulation Max.16-inch coverage Pancake Type A screws spaced 5-3/16 in. o.c OPTIONAL GUIfLok Type 1 attachment with #10-12 x V LOK W 2 Min.15/32 Approved fire barrier As required per FBC Min. 26 ga. GulfLok Pancake Type A screws spaced 5-3/16 in. o.c. _121.75 CDX plywood or insulation Max. 16-inch coverage Tdebond Weathermaster Metal Roof Sealant applied to male rib. LOK W-3 Min.15/32 B-C plywood OPTIONAL Approved fire barrier As required per FBC 26 ga., Grade 80 GulfLok Max. 164nch coverage GuIlLok Type 2 attachment with #10-12 x 1" Pancake Type A screws through 461 or insulation clip and spaced 5,V16 in. o.c. GCS20002b FL33818 Page 1 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. CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVH2) APPENDIX B Approved Systems for VersaLoc over Wood Deck (New or Existing) System No. Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP (psf) VL W 1 Min. 15/32 OPTIONAL Approvedfire barrier As required per FBC Min. 24-ga. VersaLoc VersaLoc Type #attachment -59.75 &C plywood or insulation Max.164nch.coverage with clips spaced 24 in. o.c. VL-W-2 Min.15132 OPTIONAL Approved fire barrier As required per FBC Min. 24 ga. VersaLoc VersaLoc Type 1 attachment 423.5 B-C plywood or insulation Max 16-inch coverage with clips spaced 6 in. o.c. Approved Systems for 5V Crimp over Wood Deck (New or Existing) System Deck Fire Barrier/ Urtderiayment Roof Panel Panel Attachment MDP No Insulation (Psi 5V-W1 Min. 15/32 OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. 5V Crimp 5V Crimp Type 1 attachment with-#R9-15 HWH wood 408S B-C plywood or insulation 244nch coverage screws with sealing washers spaced 12 in. o.c. 5V_V 2 Min.15/32 OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. 5V Crimp 5V Crimp Type 1 attachment with #i9-15 HWH wood 456.5 B-C plywood or insulation 244nch coverage screws with sealing washers spaced 6 in. o.c. Approved Systems for GulfPBR over Wood Deck (New or Existing) System Deck Fire Barrier/ Underayment Roof Panel Panel Attachment MDP No. Insulation (psf) OPTIONAL GulfPBR Type 1 attachment with #19-1515 HWH WoodZAC PBR W 1 Win.15132 Approved fire barrier As required per FBC Min. 26 ga. GuIfPBR screws spaced 24 in. o.c. -60.5 B-C plywood or insulation 36-inch coverage Laps fastened with 1/4-14 x 7/8' HWH ZAC Impax Lap screws spaced 24 in. o.c. GCS20002b FL33818 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. :. CREEK TECHNICAL SERvicEs, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX B Approved Systems for GuIfPBR over Wood Deck (New or Existing) System Deck Fire Barrier/ Underlayment Roof Panel Panel Attachment MDP No. Insulation (psfl Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL GulfPBR Type 1 attachment with #9-15 HWH WoodZAC PBR W-2 24 in. o.c. Approved fire barrier As required per FBC Min. 25 ga. GdfPBR 364nch coverage screws spaced 24 in. o.c. into wood purlins Laps fastened with 1/4-14 x 7/8.ZAC Impax Lap screws _100.5 over or insulation spaced 24 in. o.c. Min. 15/32 B-C plywood Min. 1x4 No. 2 SYP wood purlins spaced OPTIONAL GuNPBR Type 2 attachment with #9-1515 HWH- PBR-W-3 12 in. o.c. Approved fire barrier As required per FBC Min. 26 ga. GuIfPBR WoodZAC screws spaced 12 in. o.c_ into wood purlins 451.75 over or insulation 364nch coverage Laps fastened with 114-14 x 7/8" HWH ZAC Impax Lap Min. 15/32 screws spaced 24 in. o.c. B-C plywood OPTIONAL Gu#PBR Type 2 attachment with #9-15 HWH WoodZAC PBR W-4 Min. 15/32 B-C plywood Approved fire barrier As required per FBC Min. 26 ga. Gu1fPBR 364nch coverage screws spaced 12 in. o.c. Laps fastened with 1/4-14 x 718" HWH ZAC'Irhpax Lap -154.75 or insulation screws spaced 24 in. o.c. Approved Systems for GulfRib over Wood Deck (New or Existing) System Deck Fire Barrier/ Underiayment Roof Panel Panel Attachment MDP No. Insulation (psfl Rt6 W-1 MGn.15M OPTIONAL Approved fire barrier As required per FBC Min. 29 ga. GulfRib GuMb Type f attachment with # with #9-15 HWH -71.75 C plywood or insulation 364nch coverage WoodZAC screws spaced 24 in. o.c Min. 1x4 No. 2 SYP wood RIB-W-2 purlins spaced . 24 in. o.c. OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GUIfRib Guffft Type 1 attachment with #9-15 HWH WoodZAC 406.75 over or insulation 36-inch coverage screws spaced 24 in. o.c. into wood purlins Min. 15/32 B-C plywood GCS2Q0t)2b FL33818 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G2D-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. CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVH2) APPENDIX B Approved Systems for GulfRib over Wood Deck (New or Existing) System Deck Fire Barrier! Underiayment Roof Panel Panel Attachment MDP No. Insulation (pso RIB W3 Mrn.15/32 OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfRib GulfRrb Type2 attachment with #9-15 HWH WoodZAC 759.25 B-C plywood or insulation 36-inch coverage screws spaced 12 in. o.c. Min.1x4 No. 2 SYP wood RIB-W-4 purlins spaced 12 in. o.c. OPTIONAL Approved fire barrier As required per FBC Min. 26 ga. GulfRib GulfRrb Type 1 attachment with #9-15 HWH WoodZ4C -164.25 over or insulation 36 inch coverage screws spaced 12 in. o.c. into wood purlins Min.15/32 B-C plywood GC820002b FL33818 Page 4 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. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) APPENDIX C The following tables provide design wind loads for components and cladding in accordance with -Section 1620 of the FBC and ASCE 7-16 under the following provisions: 1. Wind speeds for risk category 1, Ili III, and IV buildings shall be as defined in Section 1620 of the FBC. 2. Exposure C and D shall be as -defined in section 1620 of the FBC. 3. Design wind load provided only for gable/hip roofs with roof slopes between 2:12 and 6.1 `12 4. All calculations are based on an effective wind area of 1041? or less. 5. 'Topographic factors such as escarpments or hills have been excluded from the analysis 6. Overhangs have been excluded from the analysis. 7.. Wind directionality factor, Kd = 0.85 8. Design wind loads are calculated using:Psd = 0.6P„ K. 9. Zone 2 is inclusive of Zone 2e, Zone 2n, and Zone 2r 10. Zone 3 is inclusive of Zone 3e and Zone 3r 11.. Projects with mean roof heights greater than 60ft shall be evaluated by a licensed design professional 12. Zones 1, 2, and 3 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or'(0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3ft Gable Hip �N 3 2 2 1 2 �o2 1 2 GCS20002b FL33818 Page 1 of 3 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. CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing (HVHZ) :-.... :.. Gab eMi "Roofs-rn x -- sure' n:M a " - ade & -BrdWard Coun Roof:sl es etween :12 and 12 Biildmg-Type Zone Mean Roaf Height (it) - "` Basic Wind S eii m' h ` =' - .- Rrsk-C'at l Rrsk:Cat I Risk Cat ll' " ` Risk Cat 11 , 'Risk.Cat-IIL N : Rrsk:Cat.111 IV .: .' 156: '. :. -"165 ::. `'170_. .' 175` ,. '-180 Enclosed/ Partially Open 1 20 -62.3 -69.7 -74.0 -78.5 -83.0 -88.6 25 -6 i.1 -72.8 -77.3 -81.9 -86.7 -92.6 30 -67.9 -75.9 -80.6 -85.4 -90.4 -96.5 40 -72.0 -80.6 -85.6 -90.7 -95.9 -102.4 50 -75.5 -84.5 -89.7 -95.0 -100.5 -107.3 60 -78.3 -87.6 -93.0 -98.5 -104.2 -111.3 2 20 -90.9 -101.7 -108.0 -114.4 -121.1 -129.3 25 -95.0 -106.3 -112.8 -119.5 -126.5 -135.0 30 -99.0 -110.8 -117.6 -124.6 -131.8 -140.8 40 -105.1 -117.6 -124.8 -132.2 -139.9 -149.4 50 -110.1 -123.2 -130.8 -138.6 -146.6 -156.6 60 -114.2 -127.7 -135.6 -143.7 -152.0 -162-3 3 20 -108.1 -120.9 -128.4 -136.0 -143.9 -153.7 25 -112.9 -126.3 -134.1 -142.1 -150.3 -160.5 30 -117.7 -131.7 -139.8 -148.1 -156.7 -167.3 40 -124.9 -139.7 -148.3 -1572 -166.3 -177.6 50 -130.9 -146.5 -155.5 -164.7 -174.3 -186.1 60 -135.7 -151.8 -161.2 -170.8 -180.7 -192.9 Partially Enclosed 1 20 -72.9 -81.6 -86.6 -91.8 -97.1 -103.7 25 -76.2 -85.2 -90.4 -95.8 -101.4 -108.3 30 -79.4 -88.8 -94.3 -99.9 -105.7 -112.9 40 -84.3 -94.3 -100.1 -106.0 -112.2 -119.8 50 -88.3 -98.8 -104.9 -111.1 -117.6 -125.5 60 -91.6 -102.4 -108.7 -115.2 -121.9 -130.2 2 20 -101.5 -113.6 -120.6 -127.8 -135.2 -144.3 25 -106;0 -118.6 -125.9 -133.4 -1412 -150.7 30 -110.5 -123.7 -131.3 -139.1 -147.2 -157.1 40 -117.3 -131.2 -139.3 -147.6 -156.2 -166.8 50 -123.0 -137.5 -146.0 -154.7 -163.7 -174.8 60 -127.5 -142.6 -151.4 -160.4 -169.7 -181.2 3 20 -118.7 -132.8 -140.9 -149.3 -158.0 -168.7 25 -124.0 -138.7 -147.2 -156.0 -165.0 -176.2 30 -129.2 -144.6 -153.5 -162.6 -172.0 -183.7 40 -137.1 -153.4 -162-9 -172.6 -182-6 -195.0 50 -143.7 -160.8 -170.7 -180.9 -191.4 -204.3 60 -149.0 -166.7 -177.0 -187.5 -198.4 -211.8 GCS20002b FL33818 Page 2 of 3 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 riot specifically addressed herein. CREEK TECHNICAL SERVICES, LLC GULF COAST SUPPLY & MANUFACTURING, LLC Metal Roofing IHVHZ) APPENDIX C . �._:= _ "�-_ '•" :.- "�``Gabie/Hi :Roofs"in`Ex ..' reDinMiamI=Dade�&;Bto�riard:Goun ": Roof io".." °fietween212"a"itd:1Z72 `�.. Bnldusg Type =: Zone '_.-' Mean Roof ; { r • lie�gfrt (ii) Bastc Wing S ad,( RiskCaf-f r= Risk Cat I Risk Ca# 11 Risk Cat 11 :Risk Cat 111 IV - Wsk Cat III IV,,-` �=180 Enclosed/ Partially Open 1 20 -74.8 -83.7 -88.8 -94.1 -99.6 -106.3 25 -77.6 -66.8 -92.1 -97.6 -1033 -110.3 30 -80.4 -89.9 -95A -101.1 -107.0 -114.2 40 -84.5 -94.5 -100.4 -106.3 -112.5 420.1 50 -88.0 -98.4 -104.5 -110.7 -117.1 -125.1 60 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0 2 20 -109.1 -122.1 -129.6 -137.3 -145.3 -155.1 25 -113.2 -125.6 -134.4 -142.4 -150.7 -160.9 30 -117.2 -131.1 -139.2 -147.5 -156.0 -166.6 40 -123.3 -137.9 -146.4 -155.1 -164.1 -175.2 50 -128.3 -143.6 -152.4 -161.5 -170.8 -182.4 60. -132.4 -148.1 -157.2 -166.6 -176.2 -188.2 3 20 -129.7 -145.1 -154.0 -163.2 -172.7 -184.4 25 -134.5 -150.5 -159.7 -169.3 -179.1 -1912 30 -139.3 -155.9 -165.4 -175.3 -185.5 -198.1 40 -146.5 -163.9 -174.0 -184.4 -195.1 -208.3 50 -152.5 -170.6 -181.1 -192.0 -203.1 -216.8 60 -157.3 -176.0 -186.8 -198.0 -209.5 -223.7 Partially Enclosed 1 20 -87.5 -97.9 -103.9 -110.1 -116.5 -124.4 25 -90.7 -101.5 -107.8 -114.2 -120.8 -129.0 30 -94.0 -105.1 411.E -118.3 -125.1 -133.6 40 -98.8 -110.6 -117.4 -124.4 -131.6 -140.5 50 -102.9 -115.1 -122.2 -129.5 -137.0 -146.3 60 -106.1 -118.7 -126.0 -133.6 -141.3 -150.9 2 20 -121.8 -136.3 -144.7 -153.3 -1622 -173.2 25 -126.3 -141.3 -150.0 -159.0 -1682 -179.6 30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0 40 -137.6 -154.0 -163.4 -173.2 -183.2 -195.6 50 -143.3 -160.3 -1.70.1 -180.3 -190.7 -203.6 60 -147.8 -1653 -175.5 -186.0 -196.7 -210.1 3 20 -142.4 -159.3 -169.1 -179.2 -189.6 -202.5 25 -147.7 -165.2 -175.4 -185.8 -196.6 -210.0 30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4 40 -160.9 -180.0 -191.0 -2024 -214.2 -228.7 50 -167.5 -187.3 -198.9 -210.7 -223.0 -238.1 60 -172.7 -1932 -205.1 -217.4 230.0 -245.6 GCS20002b FL33818 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G203. 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.