Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL METAL ROOFING Florida Building Code Online 11/30/21,7:59 PM �Ay %'xtd;, ��r sa' t'#,3:,5Jst ?_. 57" P(v�7�'Y" x : :.1i',3E . . °• '.4 + '•< " "A' BCIS Home i Log In i User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us I BCIS Site Map Links Search Rod a Product ApprovalUSER:Public User ..^yvi�tCt 8u ecu Product Approval Menu>Product or Application Search>Application List>Application Detail FL#. FL33818-Ri Application Type Revision Code Version 2020 Application Status Approved Comments Archived O 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 lared'Pearce jared.pearce@gulfcoastsupply.com Technical.Representative,, Address/Phone/Email Quality Assurance Representative. Address/Phone/Email- ' Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer. O 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 1] Validation Checklist- Hardcopy Received Certificate of Independence FL33818—RJ_COI GCS20002.1a 2020 FBC Eva] Metal Roofing NonHVHZ final•gc�f Referenced Standard and Year(of-Standard) Standard . Year ASTM B 117 2016 ASTM G 155 2013 FM 4471 1992 https://www.floridabuilding.orglpr/pr_app_dtl.6spk?param=WGEVXQWtDgtcpgflynXQVdmdal2NzCFr3eBif5nkalq%2bwSsQ9vG6mg%3d"/o3d Pagel of 3 Florida Building Code Online 11/30/21,7:59 PM 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 Date Submitted 04/13/2021 Date Validated 04/15/2021 Date Pending FBC Approval 04/19/2021 Date Approved 06/09/2021 Date Revised 10/18/2021 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 FL3381 RI I GCS20002Ab 2020 FBC Eval Metal Roofing Approved for use outside HVHZ: No HVHZ 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 LF 33818 RIAE• GCS20002.1b 2020 FBC Eval Metal Roofing HVHZ final.pdf Created by Independent Third Party: Yes 33818.2 Metal Roofing Systems(nonHVHZ) GulfLok, GulfSeam, MegaLoc,VersaLoc, 5V Crimp, GulfPBR, GulfRib and GulfWave Limits of Use Installation Instructions Approved for use in HVHZ: No FL33818 RI IT GCS20002.1a 2020 FBC Eval Metal Roofing Approved for use outside HVHZ:Yes 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 R1 AE GCS20002.1a 2020 FBC Eval Metal Roofing NonHVHZ final.Ddf Created by Independent Third Party: Yes Back Meat Contact Us::2601 Blair Stone Road,Tallahassee FL 32392 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 mail to this entity.Instead,contact the office by phone or by traditional mall.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 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: cCliEck 15AW. https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtcpgflynXQVdmdal2NzCFr3eBjf5nkalq%2bwssQ9vG6mg%3d%3d Page 2 of 3 ^ Registry No.29824 17520 Edinburgh Dr R 1 Ew E ,K a Tampa, FL 33647 TEcHNICALb SERVICES, LL.0 (813)480-3421 EVALUATION REPORT :'Ft:owDA BUILDING-CODE-IT"EDITION(2020); , Manufacturer: GULF COAST SUPPLY&.MANUFACTURING LLC Issued April 13, 2021 ` 14429'8W 21 Place, Suite'G30` Newberry, FL 32669 (352)498-7852 www.gulfcoastsupply.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,7h Edition(2020) High-Velocity Hutricane26nes(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) 69000.01-450-18_ TAS 125 2003 'Farabaugh Engineering&Testing,Inc.(TST1654) T126-07 TAS 100 1995 t Farabaugh Engineering&Testing,Inc.(TST1654) T128-07 TAS 100 1995 Farabaugh Engineering&Testing;Inc.(TST1654) T12.9-07 TAS 100 1995 l Farabaugh Engineering&Testing;Inc:(TST1654) 7130-07 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T132-07 TAS 100 1995 :'_Farabaugh`"Engineering&Testing,Inc.(TST1654) T215-08 TAS 100 __1995 Farabdugh Engineering&Testing,Ina(TST1654) T270-08 TAS 100 1995 Farabaugh Engineering&Testing, Inc.-(TST1654) T271-08 _ -TAS 100- _ 1995 Farabaugh Engineering&Testing,Inc.(TST1664) : T272-08' `-TAS'-100 . 1995 Farabaugh Engineering&Testing;Inc.(TST1654) - _ T273:08 TAS'1W-' 1995 Farabaugh Engineering&Testing;anc.:(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) - 117-006.5T-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-11 C' FM 4471 1992 PRI Coristruction-Matedals 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 GCS2000211b FL33818=R1 Page 1-6f4, 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. n CREEKGULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVH2) _TEC9 NV1CAL SERVICES, LLC PRODUCT DESCRIPTION Gulftok Profile" . `1 in, snap'lock seam; Max.16 in..coverage . Description: Non-structural, snap 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 ksi; Shall conform with.FBC Section 1.507.4.3 1�°'and��6"Coverage... VersaLoc Profile: 1.5 in. mecha I seam; Max. 18 in. coverage Description: Non-structural, me nical lock 1800 standing seam roof panel Material.:j, -„ Min.24.ga.:A$TM A79 50 coated,with,:FIorupon@ or ASTM A653 G90; . FY=min::50"ksi; ;Shall co m with FBC.Section 1507.4.3 �Z1z. IV,COKM90 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®;orASTM A653 G90;. Fy= min. 50 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.032 in-,.ASTM 1320.9, 3105 H24 aluminum;.Optional Florupon®paint finish; F = min.25 ksi; Shall conform with FBC Section-1507.4.3 24"Coverage: - GCS20002.1b FL3381&R1; ,-Page 2 of 4 This evaluation report is provided for-State of Florida product approval under,Rule 61 G20r3. 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� 11�1 ` GULF COAST SUPPLY&MANUFACTURING,LLC lt<1 Metal Roofing(HVHZ) 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 A250,coated with Florupon®or ASTM A653`'690; F =ruin: 80'ksi; Shall`conformwith 1 FBC Section 50T .3' 3. . ttc1+} r 120 ; 360°Coverage GUIfRib Profile: 3/4 in. ribs at o.c.; 36 in. coverage Description:; Non-structural;ffiNqhlastened roof panel Material:' Min. 29 ga.ASTM A792§ 50'coated with Florupon®or ASTM A053_G90; Fy= min. 80 ksi; Shall co with FBC Section 1507.4.3 Coverage::. GCS20002.1 b FL33818=R1 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. a;s CREEK , GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC LIMITATIONS 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, 7th-Edition.(2020) High-Velocity Hurricane Zones,(HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. ,e`,��IIIE11111�0`� , RO This item has been e,• QG•��c E N S�•.�`�0�� digitally signed and sealed by Zachary R. No 74021 Priest,PE,on 4/13/2021. Printed copies of this e-p document are not STATE OF considered signed and >�O •. ,� ��� sealed and the signature T •. P.�_ , Zachary R. Priest, P.E. i`sS< R 1�•��� , electronic comust be verified ies.n any Florida Registration No. 74021 BONA �� 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-RI 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 CREEK" Metai Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX A INSTALLATION Note-Refer to the APPROVED RooF SysTEms section of this report for specific installation details-of.a selected system. . Unless otherwise specified in:thisl report the following installation details shall be met for the named products: Component Product fnstallation getail': #9-15-HWH wood screw with sealing washer #9-15 HWH WoodZAC screw Shall penetrate through the sheathing a minimum 3/8 in hall 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 corr on resistant in accordance with FBC Lap screw section 1507A.4. 24 ga.in-seam clip. 114- «a . GUIfLok Clip C� �tr rs Clips 0.78 - 2" N 00 -3 Sliding Clip 1/2" Ll TiteBSealants Metal o f Sealant -Shall be applied in 1/4%5116"continuous beads on the male rib along the seam Metal Roof Sealant GCS20002.1b FL33818-R9 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 duratiomfor 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 CREEK Metal Roofing(HVH2) -f•EC-' HNICAL SERVICES, LLC APPENDIX A Fastenin6 Details Nomericlature, Attachment MAX. 16" COVERAGE i Gu/fLok Type'4 1 10-1 X 1"TYPE # 2X EZCAKE , ( ) Gulf `" CLIP 24 GA. Gulf-ok Type 2 1) #10-12 X 1°TYPE A PANCAKE Max. 18" VersaLoc Type 1 rIN 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 1211 12 ll At Panel Lap—� At Panel Lap #1/4-14 x 7/8"Lap @ 24°O.C.Max. r---12" 2" —12�� Gu11P8R Type 7 (1)#9-15 x 1-1/2" GCS20002.1 b FL33818-Rl 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. CREEK GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC. APPENDIX A Fastehlh !Details Norrienclatu`re. Attachment #1/4-14 x 7/8"Lap Screw @ 24"O.C.Max. 11 It rr U I 5 -J .' - J it GuitPBR Type.2 �-(1)#9-15 x 1-1/2" 911 11 ..i7 � At Panel Lap • GuItRib Type f 1 #9-15 x 1-1/2'w/Sealer Washer •'{-6.5" 2,511-gyp--6.5" 2.5" 6.5" 2.5" 6.5" 2.5" I : GulfRib Type 2- (1)#9.15 x 1-1/2°w/Sealer Washer GCS20002.1 b FL33818-RI 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. ANUFACTURING, LLC C GULF COAST SUPPLY&MMetal Roofing(HVHZ) TECHNICAL SERVICES, L.LC 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 DMITATIONS 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.a_nd Definitions, LOK-W# GuIfLok 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 focGulfLok over Wood Deck(New or Existing) System Deck`_ Fire Barrier -Undedayrnent 'Roof Panel °Panel Attachment' MDP No. (PSfl OPTIONAL Min. 15/32 26 ga.,Grade 80 GulfLok GulfLok Type 1 attachment #10-12 x 1" LOK-W-1 B-C plywood Approved fire barrier As required per FBC Max.16-inch coverage Pancake Type A screws spaced 5-3116 in.o.c -63.5 or insulation OPTIONAL GuffLok Type 1 attachment with#10-12 x 1" LOK-W-2 Min.15/32 Approved fire barrier As required per FBC Min.26 ga.GulfLok Pancake Type A screws spaced 5-3116 in.o.c. _121.75 CDX plywood or insulation Max.16-inch coverage Titebond Weathermaster Metal Roof Sealant applied to male rib. n.15/32 OPTIONAL ga,Grade 80 GulfLok Gu/fLok Type 2 attachment with Mi LOK-W-3 Mi plywood Approved fire barrier As required per FBC Ma 26 x.16 inch coverage #10-12 x 1"Pancake Type A screws through -161 or insulation clip and spaced 5-3/16 in.o.c. f, GCS20002.1 b FL33818-RI 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. CRE�� GULF COAST SUPPLY&MANUFACTURING, LLC , Metal Roofing(HVHZ) TlEbk ICAL-StkvICES;LLC'" ; APPENDIX B Approved Systems'for'-VersaL66,over.11Vood Deck(New'or'EA t n System Deck Fire Bamer Underlayment Roof Panel Panel Attachmerit MDP No v aso 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.15132 Min.24 ga.VersaLoc VersaLoc Type 1 attachment VL-W72 B-C-plywood Approved fre barrier. „ As regwred per FBC _ _Max.16-inch coverage - - with clips spaced-6-in.-o.c: -123.5 or insulation ;Approved Systems;for°SV.Crim over Wood Deck New.or'EAstin P l 9) System Fire Marti = MDP Deck Underlayment Roof Panel Panel Attachment No „.Inn sulatio ` Ppo OPTIONAL fire ba ,< Min.15/32 Min:26 ga.5V Crimp 5V Crimp Type-9 attachment with#9 15 HWH wood 5V W1 A roved fire barrier As required per FBC-` -108.5 B-C plywood _ 24-inch coverage screws with sealing washers spaced 12 in,o .- insulatOPTIONAL Min.15/32 Min.26 ga.5V Crimp. 5V Crimp Type 1 atta'chment with#9-15 HWH wood - B-C plywood Approved fire barrier As required per FBC 24-inch coverage screws with sealing washers spaced'6 in.oz -156.5 or insulation.., Approved Systems for GuIfPBR:over 1Nood Deck(New%_or Existing) System Fire Barrier/ MDP Deck Underlayment Roof Panel Panel Attachment ,,. o ... nsulation (Ps . OPTIONAL Gu#PBR Type 1 attachment with#9-1515 HWH WoodZAC Min.15132 Min.26 ga.GUIfPBR screws spaced 24 in.o.c. PBR-W-1 B-C plywood Approved fire barrier. As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap 60.5" or insulation 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'Systeme'for GulfPBR over Wood Deck(New,or Existing) System Fire Barrier/ MDP Deck - Underlayment Roof Panel Panel Attachment No ":Insulation (psi Min.1x4 No.2 SYP wood GulfPBR Type 1 attachment with#9-15 HWH WoodZAC purlins 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 -100.5 over or insulation 36-inch coverage Laps fastened with 1/414 x 7/8 ZAC Impax Lap screws Min.15/32 spaced 24 in.o.c. B-C plywood Min. 1x4 No.2 SYP wood GulfPBR Type 2 attachment with#9-1515 HWH purlins spaced OPTIONAL Min.26 ga.GulfPBR WoodZAC screws spaced 12 in.o.c.into wood purlins PBR-W-3 12 in.o.c. Approved fire barrier As required per FBC 451.75 over _ -or insulation 36-inch coverage Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap ,_. screws spaced 24 in.o.c. Min.15/32 B-C plywood OPTIONAL GU#fPBR Type 2 attachment with#9A5 HWH WoodZAC Min.15132 Min.26 ga.GulfPBR screws spaced 12 in.o.c. PBR W-4 B-C plywood Approved fire barrier As required per FBC 36-inch coverage Laps fastened with 1/4-14 x 718"HWH ZAC Impax Lap -154.75 or insulation screws spaced 24 in.o.c. Approved Systems for GulfRib over Wood Deck(New or Existing) System'.- -Fire Barrier/ _ MDP Deck Underlayment .-Roof Roof Panel Panel Attachment -No Insulation _ = (Psfl OPTIONAL Min.15132 Min.29 ga.GulfRib GulfRib Type 1 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.,2 _ SYP wood purlins spaced OPTIONAL Min.26 ga.GulfRib Gu/fRib Type 1 attachment with#9-15 HWH WoodZAC RIB-W-2 24 in.o.c. Approved fire barrier As required per FBC -106.75 over or insulation 36-inch coverage screws spaced 24 in.o.c.into wood purlins Min. 15132 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. r CREEK GULF COAST SUPPLY&MANUFACTURING,Metal Rooting(HVHZ) TECHNICAL SERVICES; LLC APPENDIX B A roved_;S. stems for;GulfR-ib,over Wood Deck New or-Existin Barrierl System MDP°- Fire Deck Underlayment Roof Panel Panel Attachment i No nsulation (Psfl Min. 15/32 OPTIONAL Min.26 ga.GulfRib GulfRib Type2 attachment with#915 HWH WoodZAC RIB-W-3 B-C plywood or insulation Approved nation r As required per FBC 36-inch coverage screws spaced 12 in.o.c. -159.25 Min.1x4 No.2 SYP wood purlins spaced OPTIONAL Min.26 ga.GulfRib GulfRib Type 1 attachment with#9-15 HWH WoodZAC RIB W-4 12 i Approved fire barrier As required per FBC 36-inch coverage screws spaced 12 in.o.c,into wood purlins -164.25 ovverr or insulation Min.15132 B-C plywood. GC820002.1 b FL33818-R1 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. GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL SE14VICES, LLC APPENDIX C 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 B. 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 aft Gable Hip \ a 3 2 3 13 2 3 a 3 2 3 a 2 1 2 2 1 2 2 1 2 2 1 2 '• 1 3' 2 3 3 . 2 3 -a 2 3 a lal La-lal a lal la� GCS20002.1 b FL33818-R1 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 nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ANUFACTURING, LLC CREEK GULF COAST SUPPLY&MMetal Roofing(HVHZ) TECt-NICAL'SERVICES, L:LC ., ;APPEiVDIX C G le/Hip Roofs in Ex sure C in Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 Mean Roof Basic Wind Speed(mph) Building Type Zone. - (ft) _Risk Cat I Risk Cat I Risk Cat II Risk.Cat ll. Risk-Cat III IV Risk Cat III,IV • ... _Height; 156 165: 170 175 180 _ . 186, 20 -62.3 -69.7. -74:0 J&5 -83.0 -88.6 25 -65.1 -72.8 -77.3 =81.9 -86:7- -92.6 1 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. -05.0- -100.5 -107.3 60 -78.3 -87.6 -93.0' -98.5. -104.2 -111.3 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 -117.6 -124.6 -131.8 -140.8 Partially Open 40 -105.1 -117.6 -124.8 -132.2 -139.9 -149.4 50 -110.1 -123.2 -130.8 -138A =146.6 -15E6 60 -114.2 427.7 -135.6 -143.7 -152.0 -162.3 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 3 30 -117.7 -131.7 -139.8 -148.1 -1.56.7 -167.3 40, -124.9 -139.7 -148.3 -157.2 -166.3 -177.6 50 1.30.9. - -1465 -155.5 -164.7 -174.3 -186A 60, -135.7 -151.8 161.2 -170.8 -1801 -192.9 20 -72.9 -81.6: -86.6 -91.8 -97.1 -1031 25 '-76.2 -85.2 -90.4 -95.8 A 01.4 -108.3 1 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 20 -101.5 -113.6 -120.6 -127.8 -135.2 -144.3 25 -106.0 -118.6 -125.9 -133.4 -141.2 -150.7 Partially _ 301 -110.5 -123.7 -131.3 -139.1 -147.2 -157.1 Enclosed 2 40 -117.3 -131.2 -139.3 -147.6 -156.2 -166.8 50 -123.0 -137.5 -1.46.0 -154.7 -163.7 -174.8 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 3 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. .7160.8 -170.7 -180.9, A91.4. -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. GULF COAST SUPPLY&MANUFACTURING,LLC CREEKMetal Roofing(HVHZ) TECHNICAL SERVICES, L'LG APPENDIX C G le/Hip Roofs in Ex sure D in Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 _.Mean Roof Basic Wind Speed(mph) Building�T.ype :Zone_ . Risk Cat I - ,Risk Cat I - _- -. Risk Caf IL" Risk Cat It Risk Cat lll,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 30 -80.4 -89.9 -95.4 -101.1 -107.0 -114.2 1 40 -84.5 -94.5 -100.4 -106.3 -112.5 -120.1 50 -88.0 -98.4 -164.5 -110.7 -117.1 -125.1 66 -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 A 13:2 -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 -1283 -143.6 -152.4 -161.5 -170.8 -1.82.4 60 -132.4 -148.1 -157.2 466.6 -176.2 -1882 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 30 -94.0 -105.1 -111.6 -118.3 -125.1 -133.6 1 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 30 -130.8 -146.4 -155.4 -164.7 -174.2 -186.0 Enclosed 2 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 1-60 -172.7 -193.2 -205.1 -217.4 -230.0 -2-45.6 GCS20002.1 b FL33818-RI 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.