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HomeMy WebLinkAboutProduct Approval Florida Building Code Online 10/18/21,7:46 AM -- -- ---- -- -- _._---. r3�aws.cr..l�__" •, ate'" M' ilt�ltf� ... <j�l BCIS Home 4 Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications, Contact Us BCIS Site Map Links + Search Floriday j;= FILE Product ApP USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail f� ✓ Gy _ FL# FL33818-RI Zile Application Type Revision R Code Version 2020 Application Status Approved CODE; PUIANCE To LUC��� � 14 Comments Archived O G C Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach, FL 32648 (352),498-0778' Ext 0565 Jared.Pearce@gulfcoastsupply.com Authorized Signature Jared Pearce jared.pearce@gulfcoastsupply.com Tech nical`Rep resentative Address/Phone/Email Quality Assurance Repre'seriiative Address/Phone/Email, Category Roofing Subcategory Metal Roofing Compliance Method... Evaluation Report from,a Florida Registered Architect or a Licensed Florida Professional Engineer [I 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 - Chi Validation Checklist- Hardcopy Received Certificate of Independence EL3381 RI COI GCS20002,1a 2020 FBC Eval Metal Roofing NonHVHZ i a Pcff . Referenced Standard and Year:(of Standard) °. Standard Year ASTM B 117 2016 ASTM G 155 2013 FM 4471 1992 httpsi//www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtcpgflynXQVdmda12NiCFr3eBjf5nka1q%2bw5sQ9vG6mg%3d--3d`' Page'1 of 3 Florida Building Code Online 10/1,8/21,7:46 AM S TAS 100 1995 TAS 110 2000 TAS 125 2003 UL 1897 2012 UL"580 2006 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D PP P Date Submitted 04 13 2021 Date Validated 04/15/2021 Date Pending FBC Approval 04/19/2021 Date Approved 06/09/2021 Summary of Products 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 FL33818—Rj 11 GCS20002.1b 2020 FBC Eval Metal Roofing. Approved for use outside HVHZ: No HVHZ final.pff 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 1 A GCS20002.1b 2620 FBC Eval Metal Roofing HVHZ_final.pdf Created by Independent Third Party: Yes 33818.2 Metal Roofing Systems(nonHVHZ) GulfLok,GulfSeam, Megal-oc,VersaLoc, 5V Crimp, GulfPBR, GulfRib and GulfWave Limits of Use Installation Instructions Approved for use in HVHZ: No FI-33818 R1 RI GCS20002.1a 2020 FBC Eval Metal Roofing Approved for use outside HVHZ:Yes NonLjVHZ 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 RI AE GCS20002.1a 2020 FBC Eval Metal Roofing NonHVHZ final,pdf Created by Independent Third Party: Yes Contact Us i;2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 , The State of Florida is an AA/EEO employer.,copyright 2007-2013 State of Florida,::Privacy Statement::Accessibility 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 mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(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 emails 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 click here. Product Approval Accepts:. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtcpgflynXQVdmdal2NzCFr3eBjfSnkalq%2bw5sQgvG6mg%3d%3d... Page 2 of 3 Registry No. 29824 CREEK 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION- EPORT FLORIDA BUILDING CODE,7T"EDITION(2020) - Manufacturer;' GULF:COAsT;SUPPLY&MANUFACTURING, LLC . issued April 13, 2021 14429 SW 2"d Place, Suite G30 Newberry, FL,32669 (352)498-7852 www.gulfcoastsupr)[y.com Manufacturing Locations: . Alachua, FL Sebring, FL Montgomery,.AL `Quality Assurance: Keystone Certifications, Inc. (QUA1824) SCOPE 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 Enti Report No. - 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.(TST1654Y 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) - : r_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) -` 1.17-0062T-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) 1.17-0238T-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-11 C 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 PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 TAS 110 2000 GCS20002.1b FL33818-R1 Page 1 of.4 This evaluation'repoit.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� CREEK GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVH2) TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION GulfLok Profile: 1 in. snap lock seam; Max.16 in. coverage Description: Non-structural, snap lock standing seam roof panel with 718 in. slotted nail strip: Material: Min. 26 ga.ASTM A792 AZ50 coated with Florupon@ or ASTM A653 G90; F = min. 50 ksi; Shall conform with FBC Section 1507.4.3 1 � - - 12"and 16" Coverage VersaLoc Profile: 1.5 in. mechanical seam; Max. 18 in. coverage Description: Non-structural, mechanical lock 180e 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 11./2. W.is-coverage 5V Crimp Profile: 7/16 in. ribs at 12 in. o.c.; 24 in. coverage Description: Non-structural,through fastened roof panel Material: Min. 26 ga.ASTM A792 AZ50 coated with Florupon@ or ASTM A653 G90; ' 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; Fy= min. 25 ksi; Shall conform with FBC Section 1507.4.3 12" 24" Coverage GCS20002.1 b FL33818-RI 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 Y GULF COAST SUPPLY&MANUFACTURING,.LLC :> CREEK; Metal Roofing(HVH2)" TECHNICAL SERVICES, LLC GuIfPBR Profile: 1 1/4 in, ribs at 12 in. o.c.; 36 in. coverage - Description Non-structural,through fastened roof panel Material: Min.26 ga.ASTM A792-AZ50-.coated.with�Floruoon®:orASTM A653'.G90; F, =min::80,ksi;.Shall conform with FBC Section,1507:4:3 111410t 2n 36"Coverage GulfRib' Profile: 3/4 in. ribs at 9 in. o.c.;36 in. covers e Description: Non-structural,through;fastened-roof panel.:'; Material: Min.29 ga;'ASTM A792 AZ50 coated'with Florupon®or.ASTM A653 G90; F =min. 80 ksi; Shall conform with FBC Section 1507.4.3 3/4" g„ v 36" Coverage GCS20002.1b FL33818-Rt Page 3 of 4 This evaluation report,is" id ed,'for:State.of-Florida product approval under Rule 61'G20-3. The rnanufactu�er shall notify CREEK Technical Services, LLC of-any,product.changes or quality assurance changes through"out.the duration for_which this report-is valid. This evaluation:report does note_xpress nor imply warranty, installation, recommended use,-or other product attributes that are not specifically addressed herein. GULF COAST SUPPLY&MANUFACTURING, LLCCREEK . Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC LIMITATIONS 1. Fire classification is,not withimthe'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.. `oG ptY,R, p9��i,�� This item has been 8•. Fs digitally signed and ti. F� '• sealed by Zachary R. No 74021 - Priest, PE,on 4/13/2021. ' Printed copies of this 7t — o document are not STATE, OF : 14 considered signed and O •. sealed and the signature T •.� P =o` g Zachary R. Priest, P.E. R 1'�.��o`,` electronicco must be 1ees.n any Florida Registration No. 74021 p 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) GCS20002.1b _ _ FL33818-R1 Page 4 of 4 This evaluation report is"provided for State of"Florida product approval under Rule61G20-3. 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, orother product attributes that'are not specifically addressed herein. CREEK- GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX A INSTALLATION Note-Refer to the APPRoigo RooFSYsreMssection 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 --resistant in accordance with FBC section 1507.4.4. Fasteners screw #12-11 Pancake Type A screw 1/4-14 HWH ZAC Impax Installed at panel side lap;Shall be corrosion resistant in accordance with FBC Lap screw section 1507.4.4: 24 ga.in-seam clip 1% -T GulfLok'Clip 14i4' Clips 0.76 [71 _ - H - 4-1/4" 2" NC-3300373 Sliding Clip 1/2" TiteBond Weathermaster. Sealants Metal Roof Sealant Shall be applied in 1/4"=5/16"continuous beads on the male rib along the seam GCS20002.1b FL33818-Rl 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. C CREEKGULF COAST SUPPLY&MANUFACTURING, LLC- Metal Roofing(HVHZ). TECHNICAL SERVICES, LLC APPENDIX A Fastening Details Nomenclature Attachment , MAX. 16" COVERAGE GulfLok Type 1 (1) #10-12 X 1"'TYPE A PANCAKE Gullok'" CLIP 24 GA. GulfLok Type 2 (1) #10-12 X 1"TYPE A PANCAKE Max. 18" VersaLoc Type 1 —Icv T \-1500SC SLIDING CLIP (2)#12-11 x 1"Panhead per Clip (1) #9-15 x 1-1/2" HWH w/Sealing Washer 5V Type 1 12" 12" At Panel Lap At Panel Lap #1/4-14 x 7/8"Lap Screw @ 24"O.C. Max. 12" 1211 12" GWIPBR Type 1 (1) #9-15 x 1-1/2" GCS20002.1 b 171-33a18-R1 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. �R=g � GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ( TECHNICAL SERVICES,LLC APPENDIX A Fastening Details Nomenclature Attachment; #1/4-14 x 7/8"Lap Screw @ 24'.'O.C.-Max 5n 7a 5u- 7u 5n 7u �u GultPBR Type.2 (i) #9-15 x 1-1/2", i At Panel Lap GuIfRlb Type 1 ' �-(1)#9-15 x 1-1/2"w/Sealer Washer _ �6.5"�2.5" 6.5" 2.5" , 6:5" 2.5".. 6.5" Gulfft Type 2 -(1)#9-15 x 1-1/2"w/Sealer Washer GCS20002.1 b FL33818-Rl Page 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 GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVH2) TECHNICAL SERVICES, LLC .. APPENDIX B APPROVED ROOF SYSTEMS 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 LIMITATIONS and sections of this evaluation when using the table(s)below. 3. Refer to INSTALLATION 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 II 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 1.5-inch 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 Existing) VL-W# 1.5"VersaLoc over Wood Deck new or Existing) 5V-W_# 5V Crimp over Wood Deck New or Existing) PBR-W# GulfPBR over Wood Deck New or Existing) RIB-W# GulfRib over Wood Deck New or Existing) Approved Systems for GulfLok over Wood Deck(New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP No. (psf) OPTIONAL Min.15/32 26 ga.,Grade 80 Gulf-ok Guff-ok Type 1 attachment #10-12 x 1" LOK-W-1 Approvedfire barrier As required per FBC -63.5 B-C plywood Max.16 inch coverage Pancake Type A screws spaced 5 3/16 in.o.c or insulation OPTIONAL GUIfLok Type 1 attachment with#10-12 x 1" Min.15/32 Min.26 ga.Gulf-ok Pancake Type A screws spaced 5-3116 in.o.c. LOK-W-2 Approved fire barrier As required per FBC -121.75 CDX plywood Max.16-inch coverage Titebond Weathermaster Metal Roof Sealant or insulation applied to male rib. OPTIONAL Gu/fLok Type 2 attachment with LOK-W-3 Min.plywood Approved fire barrier As required per FBC' 26 ga.,_ -inchrade o Guge #10-12 x 1"Pancake Type A screws through 461 B-C I ood Max.16 inch coverage p� or insulation g clip and spaced 5-3116 in.o.c. GCS20002.1 b FL33818-Rl � 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 GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL:SERVICES, LLC - APPENDIX B Approved Systems for VersaLoc over Wood Deck(New or Existing) System Deck. ,- _ _ .- .Fire Barrier, _ _ Underla ment_-, , , Roof Panel" Panel Attachment MDP Y . P OPTIONAL Min. 15/32 Min.24.ga..VersaLoc VersaLoc Type 1 attachment VL-W 1 B-C plywood ' Approved fire.barrier As required per FBC. Max.16-inch coverage., with clips spaced 24 in.o.c.- -59.75 or insulation OPTIONAL Min.15/32 Min.24 ga.VersaLoc VersaLoc Type 1 attachment VL-W 2 B-C plywood Approved fire barrier As required per FBC . Max.16 inch coverage with clips spaced 6 in.o.c.- -123.5 or insulation Approved Systems for 5V Crimp over Wood Deck(New or Existing) System Fire Barrier/ MDP Deck Underlayment Roof Panel . ,Panel Attachment No. Insulation : (Psfl OPTIONAL Min.15/32- Min.26 ga.5V Crimp 5V Crimp Type 1 attachment with#9-15 HWH wood 5V-W1 B-C plywood Approved fire barrier As required per FBC 24-inch coverage screws with sealing washers spaced 12 in.o.c. -1l)8:5 or insulation . 'OPTIONAL Min.15/32 B `'Min.26 ga.SV Crimp 5V Crimp Type 1 attachment with#9 15 HWH wood W2 B-C plywood Approved fire barrier. As required per FBC 24-inch coverage, screws with sealing washers spaced 6 in.o.c. -156.5 or insulation - _ _ -.-Approved.8 stems,for.GuIfPBR over Wood Deck New or Existin System Deck.' Insulation Fire Barrier/ Underlayment Roof Panel Panel Attachment MDP No. OPTIONAL GWIPB W R Type 1 attachment with#9-515 HWH WoodZAC Min.15/32 Min.26 ga.GulfPBR . . . . .screws spaced 24 in.o.c. PBR-W-1 g-C plywood Approved fire barrier As required per,FBC or insulation 36-inch coverage Laps fastened.with 1/4-14 x 7/8"-HWH.ZAC Impax Lap 60.5 screws spaced 24 in.o.c: GCS20002.1 b - FL33818-R1 ..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 GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX B Approved Systems for GulfPBR over'Wood Deck(New or Existing) System Fire Barrier/ MDP No. Deck Insulation Underlayment Roof Panel Panel Attachment (psf) Min. 1x4 No.2 SYP wood GultPBR Type I-attachment with#9-15 HWH WoodZAC pur4 i spaced OPTIONAL' Min.26 ga.GulfPBR screws spaced,24 in.o.c.into wood purlins PBR-W-2 24 in.o.c." .Approved fire barrier As required per FBC 400.5 over or insulation 36-inch coverage Laps fastened with 1/4-14 x 718 ZAC Impax Lap screws - spaced 24 in.o.c. Min.15132. B-C plywood Min.1x4 No.2 SYP wood purlins spaced OPTIONAL GuIfPBR Type 2 attachment with#9-1515 HWH p P Min.26 ga.GuIfPBR WoodZAC screws spaced 12 in.o.c.into wood purlins PBR-W-3 12 in-o.c. Approved fire barrier As required per FBC - `461.76 over or insulation 36-inch coverage Laps fastenedwi4h 1/414 x 7/8"HWH ZAC Impax Lap Min.15f32 screws spaced 24 in.o.c. . . . . . - . B-C plywood OPTIONAL GulfPBR Type 2 attachment with#9-15 HWH WoodZAC Min.15/32 Min.26 ga.GulfPBR screws spaced 12 in.o.c. PBR W 4 B-C plywood App or insulation roved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap -154.75 - J screws spaced 24 in.o.c. Approved Systems for GulfRib over Wood Deck(New or Existing) System Fire.Barrier/ MDP Deck. Underlayment Roof.Panel, , Panel Attachment, No._ Insulation. (psf) Min.15/32 OPTIONAL Min.29 ga:GulfRib GulfRib Type 9 attachment with#with#9-15 HWH • RIB-W-1 B-C plywood approved fire barrier As required per�FBC 36-inch coverage WoodZAC screws spaced 24 in.o.c -71.75 or insulation Min.1x4 No.Z SYP wood purlins spaced OPTIONAL Min.26 ga.GulfRib GulfRib Type 9 attachment with#9-15 HWH WoodZAC RIB-W-2 24 in.o.c. Approvedfire barrier As required per FBC 406.75 over or insulation 36-inch coverage screws spaced 24 in.o.c.into wood purlins - Min.15/32 B-C plywood GCS20002.1 b FL33818-R1: Page 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. CREEK , GULF COAST SUPPLY&MANUFACTURING, LLC, MetalRoofing(HVHZ) c i . . L SERvicEsL.L.,- G .. : : . E : APPENDIX B Approved Systems for GulfRib over Wood Deck(New or Existing) V System Fire Barrier/ MDP Deck Underiaymerit Roof Panel. Panel Attachment No. Insulation (psf) OPTIONAL Min.15/32 . Min.26 ga.GulfRib GulfRib Type2 attachment with#9-15 HWH WoodZAC RIB-W-3 B-C plywood Approved fire barrier As required per FBC 36 inch coverage screws spaced 12 in.o.c. 459.25 or insulation Min.1x4 No.,2 SYP wood purlins spaced OPTIONAL Min.26 ga.GulfRib GufffWb Type 1 attachment with#9-15 HWH WoodZAC RIB-W-4 12 in.o.c. Approved fire barrier As required per FBC 464.25 over or insulation 36-inch coverage screws spaced 12 in.o.c.into wood purlins Min. 15132 B-C plywood 6C820002.1 b . . FL33818-Rl Page 4 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. GULF COAST SUPPLY&MANUFACTURING, LLC CREEKMetal Roofing(HVHZ) TECIitV cAL SERVICES;LLC' APPENDIX.0 DESIGN WIND LOADS 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 I, II, 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 10-ft2 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 Pasd=0.6P„it. 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 60-ft 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 a 3 2 3 13 2 3 a 3 2 30 a 2 1 2 2 1 2 2 1 2 2 1 2 1 _ 3 2 13 131 2 3 a 3 2 %3J a GCS20002.1b- :_.. . .FL33818-R1._,- 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 GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) - TECHNICAL SERVICEs, LLC y APPENDIX C. Gable/Hip Roofs in Ex sure C in Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 Basic Wind S eed m h Mean Roof Building Type. :Zone Risk Cat I Risk Cat I` Risk Cat II Risk Cat II Risk Cat III IV Risk Cat III IV _Height(ft) 156 -165 170 77 175-;_ :-"180- 186 .20 -62.3 -69.7 -74.0 -78.5 183.0 :-88.6 - 25 -65.1 -72.8 -77.3 -81.9 -86.7 -92.6 30 -67.9 -75.9 -80.6 -85.4 - -90.4 -96.5 1 40 -72.0 -W6 85.6 -907 -95.9 =1+02.4 50 -75.5 =84.5 -89.7 -95.0 A 00.5. 107•.3 60 78.3 -87.6` -93.0 -98:5 -104:2 -111 c3 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 Enclosed/ 30 -99.0 -110.8 -117.15 -124.6 131.8 -140.8 Partially Open 2 40 -105.1 -117.6 -124.8 -132.2 .139.9 - - -149A 50 -110.1 -123.2 -130:8 -138.6 -146.6. -156.6 60 -114.2 :1127.7 135.6 -143.7' A52.0 - -162.3 20 -108.1 -120.9 -128.4 -136.0 7143.9 7153.7 25 -112.9 -126.3 134.I -142.1 -.150:3 -160.5 3 30 -117.7 -131.7 -139.8 148.1 -156.7 -167.3 :40 -124.9 -139.7 -148.3 -157.2 -166.3 -17T6 50 -130.9. -146.5 -155:5 _._ =164.7 -174.3 =186.1 60 -135.7 7151.8 161:2 A 70.8 -180.7 -192.9 20 - -72.9 - -81.6 -86.6 -_-91.8 -97.1 -103.7 25 =76.2 -85.2 -90.4 -95.8 -161.4 -108:3 30 -79.4 -88.8 -94.3 -99.9 -105.7 -112.9 1 -40 -84.3 -94.3 -100>1 -106:0 -112.2 -119.8 50 -88.3 -98.8' -104.9 -111 i 1' -117.6 -125.5 60 =91.6 -102.4 -108.7 -115.2 -121.9 -130.2 20 -101.5 -113.6 -120.6 -127.8 -135.2 1144:3 25 -106.0 118.6 -125.9 -133.4 141.2 150.7 Partially 30 -110.5 -123.7 - =131.3 -139..1 -147.2 -157:1 T- Enclosed 2 40 -117.3 -181.2 -139.3 -147.6 -156.2 -166.8 50- -123.0 -137.5 -146.0- -154.7 -163.7 -174.9 60 -127:5 -142.6 -151.4 -160.4 -169.7 -181.2- 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 -189.7 3.. 40 -137.1 -153A -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 GCS20002.1 b FL33818-R1 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. C_• CREEKGULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX C Gable/Hi Roofs in Ex sure Din Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 Basic Wind Speed(mph) Building Type Zone Mean Roof Risk Cat I Risk Cat I Risk Cat II Risk Cat II Risk Cat III,IV Risk Cat III,IV Height(ft) 156 165 170 175 180 186 20 -74.8 -83.7 -88.8 -94.1 -99.6 -106.3 25 -77.6 -86.8 -92.1 -97.6 -103.3 -110.3 1 30 -80.4 -89.9 -95.4 -101.1 -107.0 -114.2 40 -84.5 -94.5 -100.4 -106.3. -112.5 -120.1 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 20 -109.1 -122.1 -129.6 -137.3 -145.3 -155.1 25 -113.2 -126.6 -134.4 142.4. -150.7 -160.9. Enclosed/ 30 -117.2 -131.1 -139.2 -147.5 -156.0 -166.6 Partially Open 2 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 20 -129.7 =145.1 -154.0 -163.2 -172.7 -184.4 25 -134.5 -150.5 -159.7 -169.3 -179.1 -191.2 3 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 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 1 30 -94.0 -105.1 -111.6 -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 20 -121.8 -136.3 -144.7 -153.3 -162.2 -173.2 25 -126.3 -141.3 -150.0 -159.0 -168.2 -179.6 Partially 2 30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0 Enclosed 40 -137.6 -154.0 -163.4 -173.2 -183.2 -195.6 50 -143.3 -160.3 -170.1 -180.3 -190.7 -203.6 60 -147.8 -165.3 -175.5 -186.0 -196.7 -210.1 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 3 30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4 40 -160.9 -180.0 -191.0 -202.4 -214.2 -228.7 50 -167.5 -187.3 -198.9 -210.7 -223.0 -238.1 60 -172.7 -193.2 -205.1 -217.4 -230.0 -245.6 GCS20002.1 b FL33818-R1 Page 3 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 nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein.