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Home My WebLink AboutEVALUATION REPORT ;1 Certificate of Authorization No. 29824 REEK 17520 Edinburgh Dr :- Tampa,FL 33647 ' 'T'ECHNICAL SERVICES, 1LLC (813)480-342,1 EVALUATION REPORT FLORIDA BUILDING CODE,7'"EDITION(2020) Manufacturer: GULF-COAST-SUPPLY-4 MANUFACTURING, LLC _.Issued October22;2020- _ -. -.-:14429 SW 2"-d_Place,..Suite G30 _. File-Cory Newberry, FL 32669 _ " ;:(362)498-7852: .. ,.;�. elmwye�10 wv w.oulfcoastsupply.com; r -Manufacturing Locations: Alachua; FOR Sebring, FL Montgomery.,AL CODE COMPLIANCE ,Quality Assurance: •,Keystone'Certifications,'Inc. (QUA1824) �" CIE COUNTY Me s,SCOPE Category: Roofing `Subcategory: Metal Roofing Code Edition: Florida Building•Code,.7th Edition-(2020)•High-Velocity Hurricane Zones'(HVHZ) - Code Sections: :41 18.9.1„1523.1.1 1623.6:5;;-1,523.6.5.2.4;-1523.6.5.2.4.1 ;Properties:;._. Wind Resistance REFERENCES 1 Enti Resort No. Standard Year Architectural Testing,.lnc (TST1527) B9000.01-450-18 TAS 125 2003 Farabaugh Engineering&Testing, Inc.(TST1654) T126-07 TAS 100 1995 Farabaugh Engineering&Testing,Inc.(TST.1654) T128-07, TAS 100 1995 Farabaugh Engineering&Testing, Inc.(TST1654) .T129-07 TAS 100 1995 ` ;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 Farabaugh Engineering&Testing, Inc. (TST1654) T270-08 TAS 100 1995 Farabaugh Engineering.&Testing, Inc.(TST1654) . . _ _ T271-08 TAS 100 1995 ;Farabaugh Engineering&Testing,Inc.(TST1654) :• `T272=08 TAS 100, 1995 9Farabaugh 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-07XC TAS 125 2003 ,Force Engineering&Testing(TST5328) 117-0062T-07A-C, TAS 125 2003 Force Engineering&Testing(TST5328) I17-0062T-07D-F TAS 125 2003 i,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 NPRI Construction Materials Technologies(TST5878) HTL-018-02-01 TAS 100 1995 a PRI Construction Materials Technologies(TST5878) 1272T0002 ASTM B 117 2016 r 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 evaluetion-report is'provided for,State'of-Florida'product approval under Rule 61G20-3: The�manufacturer shall notify'CREEK Technical Services, LLC of any product charige's,or quality assurance changes throughout the duration for which this'report is valid. This evaluation'report does-not express nor imply warranty, installation, recommerided•use, or other product attributes that are not specifically addressed herein. GULF COAST SUPPLY&MANUFACTURING, LLC CREEK - ,` Metal Roofing(HVHZ) �TECHNICA.LSERVICES, LLC Report No. Standard Year PRI Construction Materials Technologies(TST5878) 1272T0006 ASTM G 155 2013 TAS 110 r-2000 PRODUCT DESCRIPTION GUIfLok -Profile: ` 1 in. snap lock seam; Max.16 in. coverage Description: Non-structural, snap lock standing se6mT6of pariel with 7/8 in. slotted nail strip -'Material: Min. 26 ga.ASTM A792 AZ60 coated with FloruponO or ASTM A653 G90; Fy= min. 50 ksi; Shall conform with FBC Section 1507.4.3 12"and 16" Coverage•, VersaLoc „. Profile: ,.,- d.511n. mechanical seam;-.Max. 18 in. coverage, Description: : `Non-structural, mechanical,lock`ll800 standing seam-roof panel Material: Min. 24 ga.ASTM A792 AZ50 coated with;FloruponO or ASTM A653 G90; Fy=min. 50 ksi; Shall conform with FBC Section 1507.4.3 dui" . �-; •, - - 16^.18-covoragc . ... _ 5V Crimp Profile: 7/16 in. ribs all in':o.c.;.24 in. coverage Description: Non-structural,through fastened roofpanel' - Material: Min. 26 ga.ASTM A792 AZ50 coated with FloruponO or ASTM A653 G90; F = min. 50:ksi;:Shall conform with FBC Section 1507:4.3: ;.nn Min. 0. m. aluminum; Optional Florupon®paint finish; Fy= min. 25 ksi; Shall conform with FBC e 07.4.3�" 7/16"t.tv 12„ 24"Coverage . . GuIfPBR Profile: 1 1/4 in. ribs at in. - GCS20002b FL33818, Page 2 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,at ibutes.that are not specifically addressed herein. t-i GULF COAST SUPPLY&:MANUFACTURING;LLC', -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; Fy= min. 80 ksi; Shall conform with'FBC Section 1507.4.3 i :C t. .. 't .. .. �,. .�. �,r` FP,-"j• tea« 12'.' , ,'•, 36,Coverage GulfRib Profile: 3/4 in. ribs at 9 in. o.c.; 36 in.,coverage Description: Non-structural,through fastened roof panel `x Material"-''`-,' Min.'29'"ga:ASTM A792'AZ50,coated with'Flot•up6ri0,orASTM A653'G90; :' =`m'in:80`ksi; Shall`conorm`with`-FBCSection 1507.4:3{ ` 36" Coverage 1• .. 1 .. - r is ll' .- :bn ' - .r;, ;.)+: , ,. .. �. .- .._ --_ _�l GCS20002b FL33818 _ _ _ __ __ <Fage 3 of,4- ThW'evaluationreport is provided for$tat'8f-Florida product approval underRule 61 G20-3.=The manufacturer`shall"riotify!CREEK Technical Serviced,;LLC of any�prod'uct bhanges or'qualify=assurance changemthroughout the'd`uration'fdr•whioh thisreport is valid: This evaluation:report does not)ezpress.nor implymarranty,.installation, recommended use or other-product,attributes that-are,not specifically addressed herein. '• `- ac, CGULF COAST SUPPLY&MANUFACTURING, LLC CREEKMetal Roofing(HVHZ) TECHNICAL SERVICES, LLC LIMITATIONS , 1. Fire classification is not within the scopp�ofthis;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: RY R.CN•E• • /��,, _ :.,�Q-,.•�,� Sic ..tP�,.�'No 74021 :• S TAT E O F : cCl �'��• < O R t P••��:�� Zachary R. Priest, P.E. ,0 - , Florida Registrat� Organization No.'on ANE9641021 - 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 FL33$18 Page 4 of 4 This evaluation reportis;provided for State of Florida product approval under Rule 61G20-3.- The manufacturereshall 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' IR K ' ' GULF COAST SUPPLY&, Metal Roofing(HVHZ) ATECHNICAL SERVICES, LLC APPENDIX A INSTALLATION :• i '_i y: 's2 ; _ _. _ Note 7-Refer to-the APPROVED RooF SysT9ms,s®ction_of this.report for-specific instal/ation,Mails..of a'se/ected'system,: ':'Unless otherwise specified in,this�report''the foliowing;installation details shall be met for the named products: Component Product Installation Detail #9-15 HWH wood screw a with sealing washer ` #9-15 HWH WoodZAC j screw Shall penetrate through the sheathing a minimum 3/8 in. Shall be corrosion #10-12 Pancake Type'A resistant in acc'ordance,with FBC section 1507.4.4. Fasteners _screw--. #12-11 Pancake Type A } r screw 1/4-14 HWH ZAC Impax - ''Installed it panel side lap;Shall be corrosion resistant in accordance with FBC Lap screw section 1507.4.4. 24 ga.in-seam clip : p e ' I GulfLok Clip " v Clips r 0.78 — — — — — — f — — — Zn r, NC-33003-3 Sliding Clip /2". ' Sealants Metal Roof Se Sealermant aster' Shall be applied in 1/4%5/16"continuous beads on the male rib along the seam ;1 e Metal Roof Sealant ;.,.. , 1 i C ' GCS20002b - -_ FL33818_ _-Page 1 of 3. This evaluation,report is provided•for State of Florida•'product approval under Ruld-61020-3: The manufacturer•-shall-notify'CREEK Teohnical'Services, LLC of'any-product changes orAuality assurance changes-throughout the duration for which this report"is valid. This evaluatiorr`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) Eil-TF-CHNICALSF-IRVICES, LLC APPENDIX A Fastening Details Nomenclature -Attachment - = MAX:A6 COVERAGE GulfLok Type 1 s (1) #10-12 X;1",TYPE'A PANCAKE 5 Gultoklm-CLIP,24 GA. Gulf-ok Type 2 (1) #10-12 X 1"TYPE A PANCAKE Max. 18" VersaLoc Type 1 TIN T TT_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 #114-14 x 7/8"Lap Screw,.@,24°O.C. Max., . 1 T7 Gu1tPBR Type 9 �(1)#9-15 x 1-1/2" GCS20002b FL33818 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The,manufacturer,shall,notify*CREEK Technical Services, LLC,of any product changes or:quality assurance changes throughout-the duration for.which this report is valid.- This,evaluation report does not express nor imply warranty, installation, recommended use,,or other-product,attributes that are not specifically addressed herein. CREEK GULF COAST SUPPLY&MANUFACTURING, LLC Metal Roofing(HVHZ) TECHNICAL SERVICES,LLC APPENDIX A ! Fastening Details Nomenclature Attachment-` } #1/4-14 x 7/8"Lap Screw @ 24"O:C.Max. <<. y - 1i { IN Gii6 7 J 7 7 L GuhPBR Tyt 2, I e =:. (T)#9 15,x 1-1/2 911 At Panel Lap G&'IfRib Type i 1 #9-15 x 1-1/2°wJSealer Washer - _ - � ) I n li n u u- n ', u =6.5 2.5. 6.5 2:5 6:5 _2:5 '6.5 2.5 Gulf;Ub Type'.2, .. = i c—(1)#9-15 x 1-1f2"w/Sealer Wastier 1. � t - IT"�- ' _l. .. 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. r GULF COAST SUPPLY&MANUFACTURING,LLC CREEKt Metal Roofing(HVM 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=mih.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. z 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 Existin RIB-W# GulfRib over Wood Deck New or Existing) Approved Systems for GulfLok over Wood Deck(New or Existing) System Deck Fire Barrier Underlayment Roof Panel Panel Attachment MDP No. (pso OPTIONAL Min.15/32 26 ga.,Grade 80 GulfLok GuMok Type!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 -f 3'S or insulation OPTIONAL GUIfLok Type 1 attachment with#10-12 x V Min.15/32 Min.26 ga.GulfLok Pancake Type A screws spaced 5-3/16 in.o.c. • , LOK-W-2 Approved fire barrier As required per FBC -121.75 - CDX plywood or insulation Max.16-inch coverage Titebond Weathermaster Metal Roof Sealant • - -- -- ---- - applied lied to male rib: - - OPTIONAL GUIILok Type 2 attachment with Min.15/32 26 ga.,Grade 80 GUIfLok LOK-W-3 g_C plywood Approved fire barrier As required per FBC Max.,16 inch coverage #10-12 x 1"Pancake Type A screws through .461 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-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. CR�"�" GULF COAST SUPPLY&MANUFACTURING,LLC 4••v.l K.,,:,_;•- Metal Roofing(HVHZ) •TE'CHNIGALSERViCES;-LLC APPEND 'IX:B . Approved Systems for VersaLoc over Wood Deck(New or Existing) Y S stem Deck. Fire Barrier Underlayment •_- Roof Panel Panel Attachment MDP _. No: _ __- _ _. __.._...__. (Psfl._. OPTIONAL Min.15/32 r. Min.24:ga.VersaLoc VersaLoc.Type 1 attachment,: VL-W-4 gSC plywood Approved fire' ' As required per FBC j�ax.16 inch coverage :., with clips spaced 24.in;.o.c. -59.75 or insulation OPTIONAL i Min..15132, Min.24 ga.VersaLoc VersaLoc Type 1 attachment VL_W 2" g-C'plyviro-d' Approved fire barrier _ As required per FBC ;_ - Max.16 inch coverage - -- - with clips spaced 6 in.o:c. or insulation fApproved Systems for 5V Crimp over Wood'Deck(New or'Existing) System Fire Barrier/ MDP Deck Underlayment. Roof Panel Panel Attachment NO, Insulation - . . . i,. . . (Psfl. OPTIONAL _ },: ,.i. ,a, Min._-15/32 _ Min.•26 ga..5V-Crimp. :::�5V.Crhr ip.Type-l.attachment with#19-15-HWH wood,- - 5V_W1 B-C plywood „ Ap oo e_dit6i bWer: -As?equired iper'FBC-'- 24inch coverage screws with sealing washers spaced 12 in.o.c. -108:5 - ,. 'OPTIONAL „ << <�•-•1-re-. ;.._ . . .... Min.15/32 - 'Min.26 ga.'5V•Crimp 5V Crimp Type;9 attachment with#/9-15 HWH wood B-C plywood Approved fre'barrier As required per FBC 24-inch coverage ��screws'with sealing washers spaced 6 in.o:c.' ' -156.5 or.insulation-. _ A roved S stems for:GuIfPBR over Wood'Deck Neirv'o�'Existin System Fire Barrier/ " ' MDP Deck Underla ment Roof Panel Panel Attachment _No,._.__� Insulation.'. y (Rsfl f i Gu#PBR Type 1 attachment with-#9-1.515 HWH WoodZAC OPTIONAL g a screws spaced 24 in.o.c. Min.15/32 . Min.26 a:.GulfF?BR PBR;W;1; 6-C plywood- Approved fire barrier As required per FBC 36-inch,coverage,-: ; Laps fastenedmith 1/4"14 x.7/8",HWH,ZAC Impax Lap -60:5.• or,insulation I screws,spaced•24 in:-o.c: i •r d a i r, • GCS20002b_._ .- . __ s.. . . ._ _ -� �• , ._,� ;. .FL33818' }�'"'_ ;�� . _. .• _ , .,`_ ._; � ._Y ...=.._ .- Page 2 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,Roofing LLC CREEKMetal TECHNICALSERVICES, LLC APPENDIX B Approved Systems for GulfPBR over Wood Deck(New or Existing) System Fire Barrier/ MDP No. Deck Insulation Underlayment Roof Panel Panel Attachment (psfl Min.1x4 No.2 -- - - SYP wood GulfPBR Type 1 attachment with#9-15 HWH WoodZAC purlins spaced OPTIONAL Min.26 ga.GuIfPBR screws spaced 24 in.o.c.- wood purlins PBR.-W-2 24 n.'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.15132 space in o.c. B-C plywood Min.1x4 No.2 SYP wood GuffPBR 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. Approvedfire 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_ Min.15/32. _ screws spaced 24 in.o.c. B-C plywood OPTIONAL GulfPBR Type 2 attachment with#9-15 HWH WoodZAC Min.15/32 Min.26'ga.GulfPBR' screws'spaced 12 in.o.c. PBR-W-4 B-C plywood 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 Deck Fire.Barrier/ MDP Underlayment Roof Panel Panel Attachment No. Insulation _ (psf) OPTIONAL-. RIB-W-1 Min.15/32 Min.29 ga;GulfRiti- -Gulfl?Jb-Type 1 attachment with#with#9-15 HWH __ Approved fire barrier As required per FBC -71.75 B-C plywood 36 inch coverage WoodZAC screws spaced 24 in.o.c r - - _ --or insulation- -- .- __.-. ... � .. , Min.1x4 No.2 - SYP wood purlins spaced OPTIONAL Min.26 ga.GUIfRib GulfRib Type 1 attachment with#9-15 HWH WoodZAC RIB-W-2 '24 in:o.c. Approved fire barrier As required per FBC, 406.75 over or insulation :36-inch coverage screws spaced 24 in.o.c.into wood purlins Mim 15/32 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 ' Metal Roofing(HVHZ) TECHNICAL SERVICES',,LLC = :APPENDIX B_i. ` Approved Systems for GUIfRib over Wood Deck(New or,Existing) System Fire Barrier/ MDP No. Deck Insulation Underlayment Roof Panel Panel Attachment (Psi OPTIONAL Min.15/32 Min.26 ga.GulfRib'-• =GulfRib Type2 attachmr ent-with#9-15 HWH WoodZAC RIB W-3 B-C plywood: Approved'fife tSamer As required per FBC 36-inch coverage. - screws spaced 12 in.o.c. -159.25 or insulation - Min.1x4 No.2 a SYP wood purlins spaced OPTIONAL Min.26 ga.GulfRib- Gulf;Ub Type 1 attachment with#9-15 HWH WoodZAC -164.25 RIB-W-4 12 in.o.c. Approved fire barrier As r wired per FBC pp p 36-inch coverage screws spaced 12 in.o.c.into wood purlins over or insulation Min.15/32 '4 B-C plywood: J GCS20002b t.: : ' 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 CREEK - Metal Roofing(HVHZ) TECHNICAL SERVICES, LLC APPENDIX C, DESIGNMIND 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, 11, 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„n. 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 3 2 3 a 3 2 a 2' 1 2 2 1, 2 2 1 2 2 1 2 2 3 a- a a 1 a alal_.. - 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. _ GULF COAST SUPPLY&MANUFACTURING,LLC Metal Roofing(HVHZ) TECHNlCAL4SF_RV10Es,-LLC APPENDIX C. Gable/Hi Roofs in Ex sure C in Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 Basic B W and eed(mph),- - S - Building-Type Zone Mean Roof_ Risk Cat I Risk Cat 1 ',Risk Cat'll_ -_ Risk Gat II Risk Cat III,-IV- RiskCat III,IV - w.Heighf,(ft). -- -156` - 165 _,. ...170 :_ _-.._,,, .1,75.,,_ 1 _. 186"---,.... - '20,---- _:62.3, - -69:7:. -74.0;._ _78:5,, ._...._ - =83.19, _ :-88.6 -25 --_ ..-- - =65.1._._. . . _72:8:---- - -77:3,... =81.9 _ -86.7. -- ' - ---92.6. - - - - - - - 30 -67:9: - -75:9�. -80.6- _.. -85.4:. �0:4=;.__ -96.5="-- _ �. _ -72-:0: _ =80:6`- -. �. _85:6' -907�..�...__..._ -95.9..,.: _ -102 4`. _.._ '50' - -" =75.5' - -84:5 89.7, - -95.0 100:5� -107:3 60 -- -_78.3 _.._.--87:6 93:0.'- =98.5' 'A 04.2 --1`f1:3 - -90:9 ..-101.7- :- -108.0' A 14.4 - -121".1-- -129.3 25;-- - -%.0 -106.3 - 112.8' -119.5, -126.5 -135.0 - Enclosed/ _._ 30, --- .-99.0.'_ _ -1.10:8 - -T17.6 "- - --124.6.- -131.8 -140:8 Partially Open :.:2.- __,.. 40. -. -1051 = -117:6- = 124.8. ..• . •. -1322 ..,. . --_139.9 �-:Y _-149:4. _ 50-- - 110:1 123.2 130.8--- -138:6-- -146.6' -1.56.E - - _ A 7.7.. -135.6 -- - 143.7- -152:0-- -162.3 - 20' ---.- . _108:1 =120.9" - _128.4 _ . -13&0 - -1.43.9- --- - --1537. - -25.- -- - -•----1;12:9 - - -- ._126:3-. -- --• _134:1>_7 -- ---- =142:1- _ __. .-150.3 _--160:5_..- -- 30 _�._ .___ _1c17.7- -131:7-- - 139:8` ---- =148:1 -156.7 =167.3 40 ., -124:9 - '-139.7. �_ -148.3 1.57:2.. .. 166.3 -177:6 50 _ -130.9.-- ------_146:5. - =155.5`-----------_164.T -174.3 - - -186:1 - 60 =135.7_ . ._ - -151:8, _ ,_161.2,._._. _170.8 A80.7 --192.9 - - -- --- "-"---20,----20, - .._. __-- 72:9,_--_ _,-_-.__..$1.6; __.. ,--- -86:6 - '-25.' _ -76.2: --85.2 - - ,90:4;... --=95.8: - =1,01.4 -108:3.------ r• -79:4: 88.8 _ --94:3. __.. ., -99:9. . _ . ._105:7 __912.9'--- - - `=94:3„ _ _ _100.1: -__,_- --_106A.,'__ -� 112:2. _119.8 , - -50- - _ .. =88:3-'--... -98.8 --_104.9.- - --1_1I--: __..._117:6,._._ .. 3- _125.5 _ "'_91•.6-,. --102.4, - -----108:7- 20,- 101.5 _.. ._ -113.6'- -120.6 ..._ .. ---127.8;- _135:2;. =144.3- 25- - - A 06:01_____. _. - -- 18.6• - - -125.9 --- -133.4 Partially - -30.- - i -110.5-- _ -123.7-._ _ .: _-..._431.3,'_, _ A39.A -147-2` - -157.1 Enclosed - 40. r - =11,7:3.. -._. __b 131:2.-_ = _139.3 -147.6 156:2: -166.8 -- 50' -123.0 -137.5 - . -146.0 -154.7 -163.7. -174:8 -60--- -127.5_ -142.6 151.4; -160.4 -169.T 1812 ` 20 -' _ -118.7 A 32.8 "-140.9 - -149.3 -158.0 -168:7 - "25- `- --124.0 -138.7 147..2 -156.0 -165:0! 47,6:2- { - -'30--. _ -,-_T29:2_ - -144.6- 153.5-- -_-162.6 - - "-172.0 40"" _ ; -137.1-" . .. __a _153A—- ,.- -162.9 r-172s 182:6 -195:0 -' 50 143.7:" :.-160.8 _:_. :7 .180.9 191.4" -20 7.3"._170 60 -149:0 .-_166:7` �._- 1.77:0:;,:,, 187:5 =211.8' _.... . GCS20002b _ - - ;� FL338]8 - -: - Page 2 of 3 This evaluation report is provided for State of Florida-product approval under Rule 61 G203. 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. CREEKGULF COAST SUPPLY&MANUFACTURING,LLC .. Metal Roofing(HVHZ) TECHNICAL SERVICES,'LLC,., APPENDIX C G le/Hip Roofs in Ex sure D in Miami-Dade&Broward Count Roof slopes between 2:12 and 12:12 _.. Se B ind.�W _-ed_m h _... .. _ . Mean Roof asic Building Type Zone Risk Cat-IRisk Cat I Risk Cat 11 Risk-Cat II Risk,Cat-III,IV 'Risk Cat III,IV Height(tt) `156,"' _ '` 165 170 175 180 186 20-- -7774.8 -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 40 - '-84.5 - -94.5 100.d` 106.3 --112.5 -126.1 50 - -88.0 :-98.4 ---104.5 " -110.7 117.1 -125:1 ` 60' - -90.7--- 101.5` -107.8 -114.2 -120.8 --- -129.0 20---- -- ' _ -109.1 - 122:1"- ----129.6 --137.3 -145.3 -155.1 25 -113.2 - -126.6 -134.4 --142.4 --150:7 A60.9 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 1"64:1 -175.2- ` 50- -128.3 -143.6 - -152.4` =161.5 -170:8 -182.4 ---'--60 __ . - --132.47 - -148.1 -- -157.2_ -166.6 -- =176.2_ . -188 2 _._..20 _129.7 - -145.1 154.0 -163:2- __..- 172.7- -184A_ -25 -134:5 " -150.5 -159.7 -169.3 179.1 _-191.2- 30_ -139.3 " A 55.9 -165.4- .._-.175.-3 - 1855 -198.1 40 - 146.5' 'AM.9: -1.74.0 184.4`-- -195.1 -208.3 50' -152.5- -- -170.-6 - --181.1 - --192.0 -203.1 -216.8 60- - --- --157.3_ .__ ----176.0- -_ --186.8---- -1.98.0 - -- -209.5 _ - -- --223.7 -87.5" -97.9 - .- --103.9 - 110.1- -116.5 =1,24.4 25 - --- .=90.7• -A 01.5 - ---_107:8 -- ----114.2_ -120.8-- -129.0 30- - =94:0 =105:1 -111.6 -- -118.3- _ -125.1 A 33.6 ___---40 -.. ----98:8 w __-110.13 - -117.4' '`. - .--124.4:. _131.6- -_140.5 50 " -102.9 - -1151 -122.2 -129.5-- -137.0 -146.3 -A06.1 -118.7 ._ 126.0-- -133.6 _-141.3 150.9- - - -20 -121.8 A 36.3 -144.7- -153.3" --162.2 -1712 - - -----25- " _ - -126.3 -141.3 - --150.0 - -159.0 -168.2 -179.6 Partially 30.-. - -130.-8 -146A _.. -155.4 -164.7 - -174.2 -186.0 ` Enclosed -' ' 2- 40 - ' _-137.6 -154.0 -163.4 -178. -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 -1,60.9. -180.0 -191-.0 ' -202.4 -2142 -228.7 50 -167.5 -187.3 198.9 - -2101- -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 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. J. _ .