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HomeMy WebLinkAboutProduct Approvals (2) Florida Building Code Online 4/6/21;7:54 AM f _ T -Yra u+ t rr i u t i` ��}` "1 "•' © � ���� c ar���f �s< r �t .'c�a x ��,s�z ' �it , � � ➢ � �' ,f f� k.�r R �; ., <--�• � rk ti...; .-:�':ir�,��'��:./�t.}�r� o-, ;�.�rV." I��,��' l f1:t�'i`f-iE�L*L E,k fy S� ; - r %r4„f ��Y�" �`t {:., :;y ."v .4 t t-��tiYr�' +. BCIS Home Login User Registration I Hot Topics I Submit Surcharge �J StEt PJ �t o I Contact Us ! BCIs Site Map I Links Search dbor Product Approval USER:Public User - ` F? VIEWED OR Product Approval Menu>Product or Application Search>Application List08se1 AN � [9c� L OR L4 Application Type New Code Version - •2020 c _ Lucie County' Permitting kY3 ' Application Status Approved Comments Archived Product Manufacturer Gulf Coast Supply&Manufacturing, LLC. �' V .a•; Address/Phone/Email 4020 S.W.449th Street Horseshoe Beach, FL 32648 p (352)498-0778�?;Ext 0565 jared.pearce@gulfcoastsupply.com r Authorized Signature' Jared Pearce ( . ; jared.pearce@gulfcoastsupply.com :<< Technical Representative r T , Address/Phone/Email Qua-lity,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- Evaluation Report- Hardcopy Received - ti 5:: gar Florida Engineer or Architect Name who developed Zachary R. Priest R} r the Evaluation Report Florida License PE-74021 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2023 Validated By Steven W Urich, PE s ,5 _. ✓I Validation Checklist-Hardcopy Received 1 Certificate of Independence FL33818 R COI GCS20002a 2020 FBC Eval Metal Roofing NonHVHZ finaLadf A, � s Referenced Standard and Year(of Standard). Standard Year ia3 A +; ASTM B 117 2016 ASTM G 155 2013 FM 4471 1992 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtcpgfIynXQVdmda12NzCFrvwxga1rDe5JEWw%2fIDICxxw%3d%3d Page 1 of 3 Florida Building Code Online 4/6/21,7:64 AM i TAS 100 v. 1995 # s s der TAS 110 2000 �6 TAS 125 2003 UL 1897 2012 t' UL 580 2006 L{I Equivalence of Product Standards i, Certified By t 1 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/11/2020 Date Validated 10/31/2020 ] Date Pending FBC Approval 11/05/2020 Date Approved 12/16/2020 Summary of Products , _ d FL* Model,Number or Name' Description i v 33818.1 Metal Roofing Systems(HVHZ) GulfLok,VersaLoc, 5V Crimp, GUIfPBR and GulfRib g III Limits of Use Installation Instructions Approved for use in HVHZ_:Yes,.,, FL33818 R _U_G S20002b 2020 FBC Eval Metal Roofing Approved for use outside HVHZ:No: HVHZ final.pd .Y� Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 t Design Pressure: +0/-164.25 Created by Independent Third Party: Yes a 1 Other: See evaluation report for limits of use. Evaluation Reports KIB Rf Q__AE GCS20002b 2020 FBC Eval Metal Roofing i HVHZ final.pdf Created by Independent Third Party: Yes t,t [ 33818.2 Metal Roofing Systems(nonHVHZ) GulfLok, GulfSeam, Megal-oc,VersaLoc, 5V Crimp, GUIfPBR, f 1J GulfRib and GulfWave Limits of Use Installation Instructions Approved for use in HVHZ: No FL33818 RO II GCS20002a 2020 FBC Eval Metal Roofing n Approved for use outside HVHZ:Yes NonHVHZ final.pdd Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 rtl,v` -Design Pressure:+0/-164:25 Created by Independent Third Party:'Yes (( Other:See evaluation report for limits of use. Evaluation Reports I FL3381 RQAE GCS20002a 2020 FBC Eval Metal Roofing II NonHVHZ final.pid } p { Created by Independent Third Party: Yes i Contact Us,::2601 Blair Stone Road,Tallahassee FL 32399.Phone:850-487-1824 The State of Florida isan"AA/EEO employee CODydght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement w Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to apublic-records request,do not send electronic 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 t , ; 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 x ? 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 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 d t 455,F.S.,please dick here. + I Product Approval Accepts: P;771 � aChcl S� d •{ 1 http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtcpgflynXQVdmdal2NzCFrvwxgalr,DeSJEWw%2f]DlCxxw%3d%3d Page 2 of 3 t b Certificate of Authorization No. 29824 C1 j=�EEK 17520 Edinburgh Dr Tampa,FL 33647 `C ECI�i�IICAL. SERVIC Es, LLC (813)480-3421 EVALUATION REPORT* FLORIDA BUILDING CODE,7'"EDITION(2020) Manufacturer: GULF COAST SUPPLY& MANUFACTURING, LLC Issued October22, 2020 14429_SW 2"d Place, Suite G30 Newberry, FL 32669 (352)498-7852 www.g u lfcoastsu pply.co rri 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;6.5.2.4,11523.6.5.2.4.1 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Architectural Testing, Inc.(TST1527) 139000.01-450-18 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.(TST1(354) T271-0.8 TAS 100 1995 Farabaugh Engineering&Testing,Inc.(TST1654) T272-08 TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T273-08 TAS 100 . 1995 Farabaugh Engineering&Testing, Inc.(TST1654) T356-10 TAS:100 1995 Force Engineering&Testing(TST5328) - 72-0313T-'06A-C = . TAS 125 2003 Force Engineering&Testing(TST5328) 72-0198T-07A-.0 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-I TAS 125 2003 Force Engineering&Testing(TST5328) 117-0062T-07J-L TAS 125 2003 Force Engineering&Testing(TST5328) 117-0065T-07A-C TAS 125 2003 Force Engineering&Testing(TST5328) 117-0238T-09D FM 4471 1992 Force Engineering&Testing(TST5328) 117-0238T-09E FM 4471 1992 Force Engineering&Testing(TST5328) 117-0238T-11A FM 4471 1992 Force Engineering&Testing(TST5328) 117-0378T-11A FM 4471 1992 Force Engineering&Testing(TST5328) 117-0378T-11 B FM 4471 1992 Force Engineering&Testing(TST5328) 117-0378T-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 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 GULF COAST SUPPLY&MANUFACTURING,LLC ` CREEK -- Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC Enti Report No. Standard Year PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 TAS 110. 2000 PRODUCT DESCRIPTION GulfLok 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; Fy= min. 50 ksi; Shall conform with FBC Section 1507.4.3 6 , and 1681 C®verage. Versal-oc 'Profile: 1.5 in.:mechanical;seam; Maz. 18 in. coverage Description: Non-structural, mechanical lock'180°standing seam'roof panel Material: Min. 24 P a.ASTM A792 AZ50 coated with Floru -on®or ASTM A653 G90; 9 F = min. 50 ksi; Shall conform with FBC Section 1507.4.3 16".18'coverago 5V Crimp .- Profile: 7/16 in. ribs at 12 in. o:c.;�24 in. coverage Description: Non-structural,throe h 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; F =min.25 ksi; Shall conform with FBC Section,-1507.4.3 7l16"# 1.21" .24 GulfPBR Profile: 1 1/4 in. ribs at 12 in. o.c.; 36 in. coverage 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. I 1 j ". CREEK' GULF COAST SUPPLY&MANUFACTURING,LLC CREEK ;' Metal Roofing(HVH2) 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 Sfd'it 2,i. t 1 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 coated with Flo'rupontor ASTM A653 0.90; F = min:'80 ksi; Shall conform with FBC Section 1507.4:3 4_ 3/4" .9". 1V CoVerag@ GCS20002b FL33818 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 ohanges: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 CREEKGULF 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, 7tn Edition (2020) High-Velocity Hurricane Zones(HVHZ) as evidenced in the referenced documents submitted by the named manufacturer. a,,ove►��s���oo��s° PaY R .p 2020.10.22 C•E N No 74021 15:53:10 � uowW.a:w M rewn a,rrai 4 04'00' S TAT E OF :44/ 10 O <v 00's'��'�,< O R t Zachary R. Priest, P.E. °°°OSe��ONA'E �°�o Florida Organisation No.Registration n No. 41 74021 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) GCS200O2b 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. 1 CREEKGULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX A INSTALLATION - Note-Refer to the APPRoveo RooF SrsrEMs section,of this report.for specific installation details of a selected system. Unless otherwise specified in this report the following installation details shall be met for the named products: Component Product Installation.Detail #9-15 HWH wood screw with sealing washer #9-15 HWH WoodZAC screw Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion #10-12 Pancake Type A 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 GulfLok Clip r3 I� Clips 0.78 4-1/4" 2" NC-330034:81iding Clip 1/211 Sealants TiteBond Weathermaster Shall be applied in 1/4%5/16"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 product attributes'that are not specifically addressed herein. = CREEK ,. GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVH2) TECHNICAL SERVICES, LLC APPENDIX A Fntening Details Nomenclature,... Attachment -MAK 1.6" COVERAGE x GulfLok Type 1 (1) #10-12 X 1".TYPE A PANCAKE Gullok'"' CLIP 24 GA. Gulf-ok Type 2 ::(1) #10-12 X 1"TYPE A PANCAKE Max. 18" VersaLoc Type 1 *=�N JT \-1500SC SLIDING CLIP (2)#12-11 x 1"Panhead per Clip�-5 5 x 1 -1/2" HWH w/SeP�aling washer 5V Type 1 1 211 211 At Panel Lap---/' At Panel Lap #1/4-14 x 7/8'Lap Screw @ 24"O.C. Max. 12" 12" GuIfPBR Type 1 I -(1) #9-15 x 1-1/2" GCS20002b FL338,18 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 " u CREEKGULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC , APPENDIX A,, Fastening,Details- Nomenclature ' AtfachmenY� #1/4-14 X 7/8"Lap Screw @ 24"O.C.Max.' ! 11 GUIfPBR Tyo 2 J 11 J .: (1)#9-15 x 1-1/2" 9" 9„ 911 At Panel l.ep GulfRib Type 1 �=1 #9-15 x 1-1/2,w/Sealer Washer 6.5" 25.11 6.5" 2.5' 6.5" 2.5 6.5" 2.5" GulfRib Type 2 Z(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 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) 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 EAstin RIB-W# GulfRib over Wood Deck New or Existin 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 GulfLok Gulfl-ok Type 1 attachment #10-12 x 1" LOK-W-1 B-C plywood Approved fire barrier As required per FBC or insulation Max.16-inch coverage Pancake Type A screws spaced 5-3/16 in.o.c -63.5 OPTIONAL GulfLok Type 1 attachment with#10-12 x 1" LOK-W-2 Min. 15/32 Approved fire barrier As required per FBC Min.26 ga.Gulf-ok Pancake Type A screws spaced 5-3/16 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 26 ga.,Grade 80 GulfLok Gulf-ok Type 2 attachment with Mi LOK-W-3 Min. plywood Approvedfire barrier As required per FBC Max. 16-inch coverage #10-12 x 1"Pancake Type A screws through A61 B-Cge or insulation clip and spaced 5-3/16 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 =' CREEK. Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC , APPENDIX B Approved Systems for VersaLoc over Wood beck(New-or Existing) .. .System .. MDP beck Fire Barrier Underlayment Roof Panel' Panel Attachment -No psf) OPTIONAL Min.15132 Min.24 ga.VersaLoc VersaLoc Type 1 attachment VL-W-1 B-C plywood ApproveOre barrier As required per FBC Max. 16-inch coverage. with clips spaced 24 in.o.c. -59.75 or insulation Min.15/32 OPTIONAL Min.24 ga.VersaLoc VersaLoc Type 1 attachment VI.-W-2 B-C plywood Approved fire barrier,or insulation 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 Bamer/ MDP Deck Underlayrrient � Roof Panel Panel Attachment No Insulation 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. 408.5 or insulation - •_ Min. 15/32 OPTIONAL Min.26 ga.5V Crimp 5V Crimp Type 1 attachment with#9-15 HWH wood 5V-W2 B-C plywood Approved fire barrier As required per FBC or insulation 24-inch coverage screws with'sealing washers spaced 6 in.o.c:.. -156.5 -. •- -.- . Approved:Systems#or GulfPBWover Wood Deck(New or Existing) System Fire Barrier/ - MDP Deck-,, Underlayment ° Roof Panel Panel Attachment. No Insulation OPTIONAL. GuIfPBR Type 1 attachment with#9-1515 HWH WoodZAC Min. 15/32 Min.26 ga.GulfPBR 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. 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 No Deck Insulation Underlayment Roof Panel Panel Attachment (psf) Min.1x4 No.2 SYP wood purlins spaced OPTIONAL Gu1tPBR Type 1 attachment with#9-15 HWH WoodZAC 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 1/4-14 x 7/8 ZAC Impax Lap screws Min.15/32 spaced 24 in.o.c. B-C plywood Min.1x4 No.2 SYP wood Gu1tPBR 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-W3 12 in.o.c. Approved fire barrier .As required per FBC 451.75 -over -or insulation 36 inch coverage Laps fastened with 1/414 x 7/8"HWH ZAC Impax Lap _ Min. 15/32 screws spaced 24 in.o.c. B-C plywood OPTIONAL Gu11PBR 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 Approved fire barrier As required per FBC 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 Deck(New or Existing) System Fire Barrier/ MDP Deck Underlayment Roof Panel Panel Attachment No. Insulation (psf) OPTIONAL Min.15/32 Min..29 ga.GulfRib GulfRib Type 1 attachment with#with#9-15 HWH RIB-W-1 B-C plywood Approvedfire barrier As required per FBC or insulation 36-inch coverage WoodZAC screws spaced 24 in.o.c -71.75 Min.1x4 No.2 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. Approvedinsulation fire barrier As required per FBC 36 inch coverage screws spaced 24 in.o.c.into wood purlins -106.75 over or Min. 15/32 B-C plywood GCS20002b FL33818 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. y J> GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNICAL SERVICE% LLC .APPENDIX B Approved Systems for GulfRib over Wood Deck(New or Existing) -System Fire Barrier/ MDP Deck Underla ment Roof Panel Panel Attachment No.: =Insulation y - - (psfl OPTIONAL Min.15/32 Min.26 ga.GultRib GulfRib Type2 attachment-with#9-15 HWH WoodZAC RIB-W-3 B-C plywood Approved fire b or insulation arrier As required per FBC 36 inch coverage screws spaced 12 in.o.c. 459.25 Min.1x4 No.2 SYP wood purlins spaced OPTIONAL Min.26 ga.GulfRib Gulflib Type 9 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 r GCS20002b. -.. FL33818 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) 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, 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 Pa,d=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 2 3 a 2 1 2 2 1 2 2 1 2 2 1 2 3 2 3 3 2 3 a 2 3 a . Ial'al a Ia.l lal GCS20002b FL33818 Page 1-of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use, or other product attributes that are not specifically addressed herein. A GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) ' TECHNIC.AL.SEF:M'CES, LLC-" :APPENDIX C Gable/Hi Roofs in`Ex sure G in Miami-Qade 8�Broward County'(Roof slopes between 2::12 end 12:12 Mean Roof Basic.Wind S eed m"h Budding Type Zone Risk Cat_I Risk Cat I Risk Cat II» Risk Cat II ` Risk Cat IJI IV. Risk Cat IIU Height(ft) ;:,' .156': �1`65170. 175- r 1$0 20 -62.3 -69.7 -74.0 -78.5 -83.0 -88.6 25 -65.1 -72.8 -77.3. -81.9. -86.7 -92.6 30 -67.94 - -75.9, -80.6 -85.4: -90.4': -96.5 40 -72.0 80.6- -85.6.- -907 -95.9 402A 50 -75.5 84.5; -89.7. 95.0, _ _. -100.5 -107.3 60 -78.3 -87.6 -93.0 -98.5 -104.2 111-.3 20 -90.9 -101.7 -108.0 -114.4 -121.1 -129.3 26 -95.0 -106.3 -112.18 -119.5 126.5 -135.0 Enclosed/ 30 -99.0-, -110.8 117.6 -124.6. -131.8 -140.8 Partially Open a"" -40 -105.1 -117.6 124.8- 132.2 -139.9 -149.4 50 .__ -110.1 - -123.2 -130.8 138.6 . . -146.6 -156.6 60, -114.2 -" -127.7 -135.6 -143.7 -152.0 .. -162.3 20 -1081 -120.9 -128.4 -136.0 -143.9 -153.7 25 -1.12.9 -126.3 -134.1 142.1. -150.3 160.5 3. .. . . . 30 -1.17:7 -131.7 -139.8 -148.1 -156.7 -167.3 40 -124.9 -135.7 -148.3 -157.2 -166.3 177.6 50 -130.9 -146.5 155.5 -164.7 -174.3 60 -135.7 _15.1•.8 161..2 -170.8 -180.7 -192.9 20 72.9 81.6 -86.6 -91.8 -97.1 -103.7 25 762 -85.2 -90.4 -95.8.' -101.4.. -108.3 30 79:4 -88.8 -94.3 -99.9.. -105.7 -112.9 40 -843 44.3 . .... _ -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 -1.35.2 -144.3, 25 -106:0 .-. - 418.6. -125.9 -139.4 -141.2 -1.50.1 Partially 30 110.5 ;­1 123 7 131.3. 139.1 -147.2 -157.1 Enclosed 2 40 -117.3. 131.2 - -139.3 _-147.6 -156.2 -165.8 50 123.0' -137.5 -146.0 154.7. -163.7 -174.8 60 -127.5 -142.6 -151.4 -160.4 -169.7 -181:2 20 -118.7 -132.8 -140.9 -149.3 -158.0 -168.7, 25 -124.0 -138.7 -147.2 -156.0 -1,65.0 -176.2 <_... .3.- 30' -129.2 -144.6 -153.5 -162.6 -172.0 -183.7 40 -131.1 -153.4 -162.9 -172.6 -182.6 -195.0 50 -143.7. .160.8 -170.7 ;180.0, - -191.4 -204.3 60 1 Q.0 166.7 -177.0 -187.5 - -198.4 1 -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 CREEK , Metal Roofing(HVHZ) TECHNICAL SERVICES;LLC, APPENDIX C. Gable/Hi Roofs in Ex sure D in Miami-Dade&Broward Count Roof slopes between'2:12 and 12:12 -Mean-Roof- Basicind peedm Building Type Zone Risk Cat�l Risk-Cat I Risk Cat 11 Risk Cat If Risk Cat III,IV Risk Cat III,IV Height-(ft) 165 170 1,75. 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 =95A -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 7109.1 -122.1 -129.6 -137.3 -145.3 -155.1 25 -113.2 -126.6 -134.4 -. -142.4 -150.7 -160.9 Enclosed/ 2 30 1.17.2 -131.1 A 39.2 -147.5 -156.0 -166.6 Partially Open 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 -1762 -188.2 20 A 29.7 -145.1 -154.0 -163.2 -172.7 -184.4 25 -134.5 -150.5 -159.7 -169.3 -179.1 -191.2 30 -1393 -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 -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 -9.4.0 -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 1.06.1 -118.7 -.126.0 A 33.6 141'.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 -175A -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 A 98.9 -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. w