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Home My WebLink AboutProduct Approvals Florida Building Code Online �4/6/21,7:54 AM i r r•�U-k$t}'t.Y ;LA.� #,tia4 gt�� 9t s.��y��4�ti�Yr*:ak:.� �. �i�,��t i.�i�{r,�yt.��.ri„P:y°'✓s T"t` s. ?Pc�+;t�s"t"r'`�if��' +Y��tr'��•,�.:..;W 3�itl M.sy',: y+ - _ Y ti,�'."F li7',�:�`'y.�a.�•,`�,.,f�^,��,n„s.'�;�,r�..:m:��+_, �i r k +c:./y,'.+�;:-:?��t ,"rs�"� �{��'iy.,a,.i..;�..�•;,'�L;' ^ cx.r 4�4..,�'r s.;,.r�.iv, "f '.;� 1i ,��' BCIS Home f Log In User Registration Hot Topics Submit Surcharge I Stats&Facts i Publications ! Contact Us BCIS Site Map Links Search Wda F- USER: Approve! A'1�e Co Y USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail VIEWE6 FO/T FOR FL# FL33818C OD COMPLIANCE Application Type Newrpy� pyy t� pq��r �`i.B 017��'" 29 �BtSCode Version 2020 axt,y` Application Status Approved �f Comments ° FF Archived S� iy Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. t � ti a Address/Phone/Email 4020 S.W.449th Street _ Es tz I, Horseshoe Beach, FL 32648 :rF (352)498-0778; 'Ext 0565 Jared.pearce@gulfcoastsupply.com l, t Authorized 51 9nature Jared Pearce " jared.pearce@gulfcoastsupply.com Technical Representative Address/Phone/Email .. r w s Ass r QUality.Assurarice Representative ` s Address/Phone/Email ?� Category Roofing . Subcategory Metal Roofing y' C� tri2z Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida I Professional Engineer. Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report k 'r * Florida License PE-74021 5 - �h� ; y Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2023 �3 " f Validated By r.:. Steven M. Urich;.PE . - rk.Validation Checklist-:Hardcopy.Received .. ry ' qe'A—ificat'e,of.Indep6ndence 133818 RO:CQI GCS20002a 2020 FBC Eval Metal Roofing NonHVHZ fbAL.P�f + Referenced Standard and Year(of Standard) Standard Year W ASTM B 117 2016 ASTM G 155 2013 FM 4471 1992 n u rL http://www.fIoridabuiIding.org/pr/pr_app_dt1.aspx?pararn=wGEVXQwtDgtcpgfIynXQVdmda12NzCFrvwxga1rDe5JEW,w%2fIDICxxw°/a3d%3d Page 1 of 3 Florida Building Code Online r 4/6/21;7:54 AM TAS 100 1995 TAS 110 2000 * �=; TAS 125 2003 UL 1897 2012 UL 580 2006 4 a 9' , F"' i Equivalence of Product Standards ;4 f W)�� Certified.By Sections from the Code z k iM r0j'. ., Product Approval Method Method 1 Option D Date'Submitted 10/11/2020 Date Validated 10/31/2020 , tkm= Date Pending FBC Approval 11/05/2020 " u Date Approved 12/16/2020 s befit vh ,d'�a .�.,.-.. Surrimary of Products ' k FL# Model,Number,or Name. Description s t4x ,` k 33818.1 Metal Roofing Systems(HVHZ) GulfLok,VersaLoc, 5V Crimp, GuIfPBR and GulfRib `f it g uKga! a * a Limits of Use Installation Instructions Approved for use in HVHZ:Yes .; FL33818 RO II GCS20002b 2020 FBC Eval Metal Roofing r � Approved for use'outside HVHZ: No HVHZ final.p�f Impact Resistant: N A Verified B Zachary R. Priest PE-74021 n t wlfq,��x r � z P / Y: y r# rFN Design Pressure: +0/-164.25 Created by Independent Third Party:,Yes fn � Other: See evaluation report for limits of use. Evaluation Reports x FL33818 RO A GCS20002b 2020 FBC Eval Metal Roofing HVHZ final.pdf Created by,Independent Third Party:'.Yes,; -- 33818.2. Metal Roofing,Systems(nonHVHZ) GulfLok;.GulfSeam;,MegaLoc,VersaLoc, SV Crimp, GuIfPBR, GulfRib and Guftaye, k t tllY 31F t ,. is Lmrits:of'Use ' Installation Instructions ": • Approved for use'in HVHZ No FL33818 RO' II GCS20002a 2020 FBC Eval'Metal Roofing, Approved for use o i ide HVHZ-Yes NonHVHZ final „gyp va.' Impact.Resistant: N A Verified B 'Zachar R.Priest PE-74021 -. Design"Pressute:+0/-164'25 Created byIndependentThird Party, Yes Other: See evaluation report for Ilmits'of use Evaluation Reports.''. a FL3381$3 AE_CCS20002a 2020 FBC Eval Metal Roofing x" �, ; )j k d NonHVHZ final pd x�, 1 9 Created by Independent Third Party:;.,Yes ' ;x Contact"Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824: Skit i� �� The State.of Florida.is an AA EEO ernen to Copyright 2007-2013 State of Florida,;:Privacy Statement::Accessibility Statement::Refund Statement r Yi +� •% Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public4ecords request,do not send electronic i �� 4; mail 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 a 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 t,i, 4 a 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 �MEry 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,FS.,please click here. Product Approval Accepts: http;//www.floridabullding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtcpgflynXQVdmdal2NZCFrvwxgalrDeSJEWw%2flDICxxw%3d%3d_ Page 2 of 3: NMI Certificate of Authorization No. 29824 s 17520 Edinburgh Dr CREEK Tampa, FL 33647 "TECkMICAL, SERVICES,•LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODEJT"EDITION(2020) Manufacturer: GULF COAST SUPPLY&MANUFACTURING; LLC Issued Oct6ber22,-2020 14429 SW..2nd Place, Suite.G30 :......_ Newberry, FL 32669 (K2)49877852 , www..qulfcoastsupgly com ;Manufacturing Locations: Alachua, FL Sebring, FL Montgomery,AL Quality Assurance: Keystone Certifications, Inc. (QUA1824) SCOPE Category: Roofing Subcategory: .Metal.Roofi ng Code Edition: Florida Building Code,°7th Edition(2020)•High-Velocity Hurricane Zones(HVHZ) Code Sections: 8.9.1,.1523.1.1, 1523,:6.5, 1523.6:5.2.4,,,1,523.6.,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.(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) 3272-08 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) : , "T273=08, TAS.1.00 1995 Farabaugh Engineering&Testing,Inc.(TST1654) T356-10 -TAS 100 1995 :.Force Engineering&Testing(TST5328)`; - J., '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) 11 7-0238T-1 1 A 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 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 qualityassurance 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 ,jj,-CREEK, . �, Metal Roofing(HVHZ) TECH-N' ICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 ,; . . , .r TAS.110 2000 PRODUCT DESCRIPTION GulfLok Profile: 1 in. snap lock seam; Max.16 in. coveraq e Description: Non-structural, snap lock standing sear»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 1507.4.3 • Syr; n _ - .. VersaLoc Profile: .,:,%, 1.5 in.:mechanicalseam;Max. 18,in: coverage ; Description: Non-structural,-mechanical Iock=180°+standing seam roof panel Material: Min. 24 ga.ASTM A792 AZ50 coated with Flon p—o' n'`or ASTM A653 G90; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3 18�.'8"COVera4a' r 5V Crimp Profile: 7/16 in. ribs at 12 in. o.e. 24 in. coverage Description: Non-structural,through.fastened roof panel, i f . Material: Min.26 ga.ASTM,A792AZ50 coated with Florupon®,or'ASTM.A653 090; Fy= min. 50 ksi; "Shall conform with FBC Section,1507.4.3 Min. 0.032 in.ASTM-6209, 3105 H24 aluminum;,Optional Florupon®'paint finish' .. F = min. 25 ksi; Shall•conform with FBC Section'1507.4.3 7t16"., ;1.z,,., ;. . . . • 4"Coierage� .. .2 GulfPBR ,:` Profile:, 1 1/4 in. ribs at 12 in:o;c.; 36 in. covera e 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 GULF COAST SUPPLY& Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC 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- 110 #;... - 36"Coverage 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 AZ50•coate_d with'FloruponO o'r'ASTM A653'_G90; F =mifiAa ksi Shall conform'with FBC`Section 1507.4'3 3.6."Coverage GCS20002b FL33818 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 otherproduct attributes that are not specifically addressed herein. .. GULF COAST SUPPLY&MANUFACTURING, LLC CREEKMetal 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 manufacturers 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 61 G20-3. COMPLIANCE STATEMENT The products evaluate'herein by Zachary, R.. Priest, P.E. have demonstrated compliance with the Florida Building Code, 7" Edition (2020) High-Velocity.Hurricane Zones(HVHZ)-as evidenced in the referenced documents submitted by the named manufacturer. ``®ee®etol�elo,�so� n �>,° ,PRY . !' ;"..®® 2020.1' ®.22 E N No 74021 1` 1 5:53:10 � •diLGYaMG MIachN'fl.PMal 4 ®-:13 STATE OF 4U op o w m R ti O ��o`® Zachary R. Priest, P.E. RegistrationFlorida 021- `Organization No.ANE96 1 - - -- - 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 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. NUFACTURING, LLC CREEK- GULF COAST SUPPLY&Met I Rooting(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 this report the following installation details shall be met for the named products: Component;;; Froduct`�, ,nstallation Detach, #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 1/4 sa . GulfLok Clip ` as s Clips 0J8 2" NC-33003-3 Sliding Clip 1/2" . .. Sealants TiteBond Weathermaster' Shall be applied in 1/4%5116"continuous beads on the male rib along the seam Metal Roof Sealant 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-productLattributes°that are not specifically addressed herein. Wa GULF COAST SUPPLY&MANUFACTURING, LLC CREEKMetal Rooting(HVH2) TECHNICAL SERVICES, LLC APPENDIX A Fastening Details Nomenclature Attachment ,. u - MAX. 1 6 COVERAG E GulfLok Type 1 (1) #10A2 X 1"TYPE,A PANCAKE Gu&ok"°' CLIP 24 GA. GulfLok Type 2 (1) #10-12 X 1"TYPE A PANCAKE Max. 18" VersaLoc Type 1 rtN 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". 12" 12" . GuItPBR Type 1 (1) #9-15 x 1 A/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. GULF COAST SUPPLY&MANUFACTURING,LLC CREEKMetal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX A.,." . Fastening Details ' Nomenclature Attachment,". #1/4-14 x 7/8"Lap Screw @•2411 O.C.Max. 5�� 511 :7' I GulfPBR Type 2 (1)#9-i5 x 17112" At Panel Lap GulfRib Type 1 L(1)'#9-15 x 1.1/21 w/Sealer Washer .: 6.51 2.5" 6.5" 2.5" 6.5" 2.51" 6.5" 2.5" T T GUIfRib Type 2,. L(1}#9-15•x 1-1/2°w/Sealer Washer GCS20002b FL33818 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. GULF COAST SUPPLY&MANUFACTURING, LLC ti-- CREEK Metal Roofing(HVHZ) 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 Existin - VL-W# 1.5"VersaLoc over Wood Deck new or Existing) 5V-W# 5V Crimp over Wood Deck New or Existin 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 M No. ps Min.15/32 OPTIONAL 26 ga.,Grade 80 GulfLok GUIILok 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 5-3/16 in.o.c -63.5 or insulation OPTIONAL Gu#Lok Type 1 attachment with#10-12 x 1" Min.15/32 Min.26 ga.Gulf-ok Pancake Type A screws spaced 5-3/16 in.o.c. LOK-W-2 CDX plywood Approved fire barrier As required per FBC Max. 16-inch coverage Titebond Weathermaster Metal Roof Sealant -121.75 or insulation applied to male rib. Min.15/32 OPTIONAL 26 ga.,Grade 80 GulfLok GUIILok Type 2 attachment with -. LOK-W-3 g_C plywood Approved fire barrier As required per FBC -inch coverage #10-12 x 1"Pancake Type A screws through -161 Max.. ge or insulation clip and spaced 5-3116 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. GULF COAST SUPPLY&MANUFACTURING, LLC <y" REIE _ Metal Roofing IHVHZ) TECHNICAL-SERVICES, LLC APPENDIX B. Approved Systems for VersaLoc'"over Wood Deck(New or Existing) System MDP No. Deck ,_:.Fire Baer ,-.-- Underlayment Roof Panel Ranel Attachment Psf) Min.15/32 OPTIONAL Min:24 ga.VersaLoc VersaLoc Type 1 attachment -Ni 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 in.24 ga.VersaLoc VersaLoc Type 1 attachment VL-W-2 g_C plywood or or insulation fire on _ _As required per FBC _.- Max. 16-inch-coverage with clips spaced 6 in.o.c. - -123.5 Approved Systems for 5V Crimp over Wood-Deck(New or Existing) " System Fire Barrier/ NIDP --:Na :Deck Underlayment Roof Panel Panel Attachment- Insulation (PS-9 OPTIONAL Min.15132 Min.26 ga.5V Crimp 5V Crimp Type-1 attachment with#9-15 HWH wood 5V-W1 g_C plywood Approved fire bamer or-insulation As requi'r`ed per FBC 24-inch coverage screws with sealing washers spaced 12 in.o.c. -108.5 OPTIONAL Min.15/32 Min.26 ga.'5V Crimp 5V Crimp Type'1.attachment with#9-15 HWH wood 5V B-C plywood Approved fire barrier As required per FBC 24inch coverage I screws with sealing washersspaced 6-in'.o.c. -156.5 or insulation - ApprovedSystems for.GuIfPBRover Wood Deck(New or Existing)" . .' System - Fire Barrier/ MDP Deck Underlayment Roof Panel- Panel Attachment, No• ., Insulation OPTIONAL" Gu1tPBR Type 1 attachment with:#9-1515 HWH WoodZAC Min.15/32 Min.26 ga.GuIfPBR screws spaced 24 in.o.c. PBR-W-1 g_C plywood Approved,fire barrier As required per FBC 36-inch coverage:. Laps fastened with 1/414 x 7/8"HWH ZAC impax Lap 60.5. or insulation 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 GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNICAL SERVICES; LLC" APPENDIX B Approved Systems for GuIfPBR over Wood Deck(New or Existing) System Fire Barrier/ MDP Deck Underlayment Roof Panel Panel Attachment No. Insulation (Psfl Min. 1x4 No.2 SYP wood GuIfPBR Type I attachment with#9-15 HWH WoodZAC purlins spaced OPTIONAL Min.25 ga.GulfPBR screws spaced 24 in.o.c.into wood purlins PBR-W-2 24'in._o.-o.c. Approved fire barrier As required per FBC -100.5 over or insulation 36-inch coverage Laps fastened with 1/4-14 x 7/8 ZAC Impax Lap screws Min. 15/32 spaced 24 in.o.c. - B-C plywood Min.1x4 No.2 SYP wood GulIPBR 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 151.75 over or insulation = 36-inch coverage _ Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap - Min. 15/32 screws spaced 24 in.o.c. B-C plywood OPTIONAL GuIfPBR Type 2 attachment with#9-15 HWH WoodZAC Min.15/32 screws s o.c.' PBR-W 4 B-C plywood Approved fire barrier As required per FBC Min.26 ga:GuIfPBR paced 12 in:36-inch coverage Laps fastened with 1/4-14 x 7/8"HWH ZAC Impax Lap -154.75 or insulation - screws spaced 24 in.o.c. Approved Systems for GulfRib over Wood beck(New or Existing) System Fire_Barrierf MDP Deck Underlayment Roof Panel Panel Attachment.-- No. Insulation (Psfl.. OPTIONAL Min.15/32 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.GutfRib. GuffRib Type 9 attachment with#9-15 HWH WoodZAC RIB-W-2 24 i Approved fire barrier As required per FBC 36-inch coverage screws spaced 24 in.o.c.into wood purlins -10(i.75 ovverr or insulation Min.15132 - B-C plywood GCS20002b FL33818 .- 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. GULF COAST SUPPLY&MANUFACTURING,LLC C Metal Roofing(HVHZ) TECHN IcAL SEwicEs, LLC. - . . APPENDIX B Approved Systems.for GulfRib over Wood Deck(New,or Existing) S stem :Fire Barrier/ MDP Sp tern Underlayment Roof Panel Panel Attachment =No Insulation _ psf) OPTIONAL Min.15132 Min.26 ga.GulfRib - GulfRib Type2 attachment with#9-15 HWH WoodZAC RIB-W-3 B C plywood Approved fire or insulation barrier 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 WbodZAC RIB W 4 12 in.o.c. ' Approved fire barrier As required per FBC 36 inch coverage screws spaced 12 in.o.c.into wood purlins 464.25 over or insulation Min.15132 B-C plywood` GCS20002b 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. GULF COAST SUPPLY&MANUFACTURING, LLC CREEKL'AA Metal Roofing(HVHZ) TECHNICAL SERVICES, 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, ll, 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 13 1 a 3 2 a 2 1 2 2 1, 2 2 1 2 2 1 2 3 a 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 nor imply warranty,installation, recommended use, or other .product attributes that are not specifically addressed herein. ' GULF COAST SUPPLY&MANUFACTURING,LLC , Metal Roofing(HVHZ) `1'ECH=HH lCAL SE1RV"10Es,'LLC _ IX APPENO C. G le/Hip Roofs in Ex sure:G-irrMiami-Dade:&Broward County. Roof,slo es-between 2;12 and 12:.12 : i 9ht ft ' J Ris ee mancdBWinS h R►WCa t skCaIl,I/- k Risk Building T Mea f Risk Caf eH 156.,,` _ _'<165 <170 20 -62.3 --69.7 -74.0 -78.5 -83:0 -88.6 _ 25 -65.1 -72:8, _ -77:3 81:9: 786.7 -92.6 30 -67.9 -75.9 -W.6 -95.4 -90.4 -96.5 40 -72.0 -80.6, -85:6 -90.7 -95.9, -102A 50 775.5 -84.5 -89:7 -95.0 -100.5 -107.3 60 - -78.3_.. . -87:6;. -93:0 -98.5 -104.2 - -111.3 20 -90.9. -101.7 -108.0 -1.14.4 -121:1 -129.3 25 95.0 -106.3 -112.8' -1.19.5 -126.5 -135.0 Enclosed/ 30 -99.0: -110.8 -117.6 -124.6 -1318 -140.8 Partially Open 2-__, 40 -105.1 _ -117.6 _124.8.. . .. '_132.2 -139.9 _144.4 50 -110A -123.2 -130.8 -138.6 -146:6 -156.6 60 -114-.2 127.7.. -135.6 -143.7_ 1162.0 -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 30- -117.7 1317 -139.8 148.1 -156.7.. -167.3 .. 40.. 124.9 n _139.7 .. . -148.3 -'A 67.2 :. .-166.3 _. 1. 7.6 . 50 - -1'30.9 -146.5 -- -155.5 ---_1647_.. ._. -174:3 -. -186.1 "- 60 =135.7 _-1518 =161.2 -170.8 -180.7 -192.9 20 -72.91 =81.6 -86.6 -91.8: -97.1 -103.7 25 776:2 -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 -1W.7 .._-... _. .._ ..-115.2 -121.9. ._ ._..... __130.2 20 -101.5 _ -113.6 -120.6 -127.8 -135.2 -144.3 25 406.0 -118.6 --125.9 -1 MA -141.2 -150.7 Partially 30 11:0.5- -123 7 -131.3 -139.1 -147 2 -157.1 2 .. _. Enclosed 40` -117.3 -131.2 -139:3 147:6 -156.2 -166:8 50 -1210 -137:5 -146.0 -154.7 -163.7 -174.8 60 -1275 -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 -1720 -183.7 40 -137:1 -153.4 -162:9. _ -172.6+ -`-1:82.6 -195.0 50 -143.7 -160.8 -1707 ':--180.9. 191.4. . .... -204.3 W -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 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 _q CREEKMetal Roofing(HVHZ) _Aj TECHNICAL SERVICES, LLC APPENDIX C Gable/Hi Roofs in Ex sure D in Miami-Dade 8�Broward Count Roof slopes between 2:12 and 12'.12 _. . Basic W d(mph)_ and Speed Mean Roof. Building Type, Zone Risk Cat I Risk Cat I F2isk•Caf11 _ Risk Catll Risk Cat III IV Risk Cat III;IV Height(ft) ._ =156- .�165 •, �170 175 x. 180 ` .186.- , 20 -74.8 83.7 88.8 -94:1 - -99:6- -106.3 25 -77.6 _86.8 . 792.1 -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 1.13.2 -126.6 -134.4 -142.4 1501.__ -160.9 Enclosed/ 30 -117.2 4131.1 139:2� 147.5 -156.0 -166.6 Partially Open 2 40 423:3 -187.9 1146.4 -155.1 -164.1 -175.2 50 -128.3 - 143.6 452.4_.. _.. _161.5. -170.8 482.4 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 -1345- -150.5 -159.7 -169.3 179.1 191.2 30 --139.3 -155.9 -165.4 -175.3- -185.5 -198.1 3 40 -146.5 -163.9 - 174.0 -184.4 -195.1 -208.3 50 -152.5 -1706 -181.1_- 192.0 -203.1- -216.8 60 -157.3 - A 76.0 -186.8 -198.0 -209.5 -223.7 - =97.9 -103:9 -110:1 20 -87.5- -116.5 -124.4 25 -90.7 -101.5 -107.8 -114.2 -120.8 -1250 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 - -1029 -115.1_. -122.2 -120.6 137.0 -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 30 -153.0 -171.1 -181.6 -192.5 -203.6 -217.4 3. 40 -160.9 -180.0 -191.0 -202:4 -214.2 -228.7 50 A 67.5 187.3 -198.0 -210.7 -223.0: -238.1 60 -172.7 193.2 -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 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.