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Home My WebLink AboutPRODUCT APPROVALS3l8/Yu19 Florida Building Code Online �r T %q 1 ct+'T'�!�1 BCIS Home ; I LAg In Uscr Peglstratlon ; Hot Topla Subm{t Surcharge . Stals6facb PubAratbns tpnt]Q Us i 11a551[e Map Unfs Search Facer1;� n'+� Product Approval ,4.i USER: Public User pndutt Approval Menu> pmduRarnvpllaXan .Mfft> AppQrnNon Lbt> Apppcaeon aetall Application Type Code Version .��►I SCANNED Application Status Comments BY StLudecoflMy Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address(Phone/Emall Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL12765-RS Affirmation 2017 Approved ]anus International Group, L-C. 135 Janus International Blvd. Temple, GA 30179 (770) 562-6135 Ext 360 carts@)anuslntl.com Curtis Schroeder torts@)anusintl.com Curtis L Schroeder 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 torts@)anusintl.wm lake Lyons 134 Janus Intemational Blvd. Temple, GA 30179 (770) 562-2850 Ext 304 )akel@Janusinti.com Exterior Doors Rolf -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcepy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/2019 Gordon Thomas, P.E. Validation Checklist- Hardcopy Received FL12765 RS COI 29018 cert of 6, indeo pdf Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 ASTM E330 TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Year 2005 2002 1994 1994 1994 htlpsdhvww.floridabuilding.orglptlpr app dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI1XBsnGJOdClnkksXGIKzXFAL9Frg12vKOY3d%3d 1/3 nonaa ouna0:g woe unane _ Certified By . . Sections from the Code ' I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity yes No N/A ELIZZ65 RS CDC F1.127ASAffirm for FBC 6th 2017s.pdf Product Approval Method Method Option D Date Submitted 10/04/2017 Date Validated 10/04/2017 Date Pending FBC Approval Date Approved 10/07/2017 Summary of Products FL* Model, Number or Name Description 12765.1 Series 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: B'-B" x 14'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No EL12765 RS 11 29018 Ow T1012 Rev A.odf Approved for use outside HVHZ: Yes FL2765 Pc rr 7,9018 Install 0 1 0 -df 75 Impact Resistant• No Verified By: Joseph H. Dixon, ]r.7766^ Design Pressure: +24.4/-27 Created by Independent Third Parry: No Other. Not for use In High Velocity Hurricane Zones Evaluation Reports FL32765 RS AE ER-O"008-R odf 'Created by Independent Third Party: Yes 12755.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0° x 14'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R N 018 Dwa T1013 Rev A.odf Approved for use outside HVHZ: Yes FL12765 R5 R 018 Install 750 f 100 odf Impact Resistant: Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +9.4/-22.7 1 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0008-R odf Created by Independent Third Party: Yes 12765.3 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 16'-0" x 20'-0' Limits of Use Installation Instructions Approved for use In HVHZ: No EL12765 R5 11 3401Z Dwa T1004 E.odf Approved for use outside HVHZ: Yes FL12765 RS ii 34022 Mod 3100 Inst i *•( Impact Reslsta tLNo Verified By: Joseph H. Dixon, Jr. 7768 Pressure:+36/-41 6 41 treated by Inde endent Third Party; No EDOig er• + psf at 12'-0" wide. Varying loads are s MvtLnidths a 0' to 16'-0'. Not for use In High Velocity Hurrich e s Created by Independent Third Party: e 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max e: 20'-0" x 20'-0. Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 R5 N 32041 FL T1005-F 0002.0� Approved for use outside HVHZ: Yes FL12765 RS fi 34022 M d 3100 I t r str"d Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-3B treated by Independent Third Party: No Other: +35/-38 psf at 16'-O' wide. Varying loads are shown Evaluation Reports for widths 15'-0" to 20'-0". Not for use In High Velocity EL12765 RS AE 32041 E6&2-Q00Z-R2 120112 000 odf Hurricane Zones Created by Independent Third Party: Yes 12765.5 Series 750 Series 750 - 26 Gauge r Assembly Max Slze: -0° x 12'-0" Limits of Us a n actions -Approvedfor use In HVH : o FL12765 RS Ii 29018 Dwa T3000 Rev B.odf Approved for use outside HVHZ: Yes EL12765 RS II 29018 Install 750 1100 odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 httpslAvww.fladdabuilding.org/prIpr epp dB.aspx7param=wGEWQwtDgsmFBeoDh9XIlxssnGJOdCfnkksXGtKzXEALgFrgf2vKQ%3d°/,3d 213 rmiva Duminig4 Vlllirle t Design Pressure: - -. 35 Created by InucPmWent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FLIZZ65 RS AE ER-09-0007-R g4P Created by Independent Third Party: Yes 12765.6 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 6'-0" x12'-0- Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 RS It 29018 Diva T1001 Rev B.odf Approved for use outside HVHZ: Yes FL12765 RS H 29018 Install 750 1100.odf Impact Resistant: No Verified By: Joseph H. Dixon, It.. 7768 Design Pressure: +19.9/-24.4 Created by Independent Third Party: No Other. Design pressures listed is at test width of 6'-0". For Evaluation Reports pressures versus widths, see Table 1, Page 4 of evaluation FL12765 RS AE ER-09-0007-R.pdj report Not for use in High Velocity Hurricane Zones. Created by Independent Third Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door Assembly Max Slze:B'-B' x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RS H 29018 Dwa T1002 Rev B.odF Approved for use outside HVHZ: Yes FL12765 RS 11 29018 Install 750 1100.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27.0 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 RS AE ER-09-0007-R.adf Created by Independent Third Party: Yes 12765.8 Series 750 Series 750 - 26 Gauge Door Assembly Max Sim: 30'-0" x 12'-O" Limits of Use Installation Instructions Approved for use In HVHZ: No FL12765 RS li 2901E Dwa T1003 Rev B.odj Approved for use outside HVHZ: Yes FL12765 RS R 29018 Install 750 I100 odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R5 AE ER-09-0007-R.udf Created by Independent Third Party: Yes 12765.9 Series 850-S Series 850-S, 26 Gauge Door Assembly Max Size: 8'-8" x 17-U" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 RS H 29018 Dwa T1006-S Rev B.Ddj Approved for use outside HVHZ: Yes EL12765 RS II 29018 Install 850.12df Impact Resistant: Yes Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +46/-54 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports EL12765 RS AE ER-09-0007-R.pdf Created by Independent Third Party: Yes 0 El Gonad Us :: 7601 BlAraMne eaad. PaVahassee R 32399 Phone: aso487-1824 The state Of Florida is an AAfEEO employes. Cbovdaht 2007-2013 Rate or Fl"dda.:: Pdvacv Statement:: AmesslbaiN Statement n Neknd statement Under Fludda law, email addresses are public moords. Ryou do net want yaw e-mall address released In respanse to a pub0c-remtds request, do not send elemaNe mall to this entity.Instead, sontad the oflico by phone or by budidwal all. Drou have any puestloro, please canted 8S0A87.139S. •Parsuantlo Seddon 455.275(1), Flodda stabiles, effective 0staber I, 2012, Ilmnsees licensed under choPler 4SS, F.S. must provide Me Departlnentwlth en email addresslithey have one. The emalls provided may be used for offldal mmmunlsatian with the r9msse. However eme0 addresses are pub8c reard. D you do not wish to supply a personal address, please provide the Department with an email wdress whltlr an he made available to the public To determine B you are a Ilcensee under chapter 455, F.S., please dirk tg. product Approval Asapts: s.� � E9 0 Credit Card Safe https•1Mnvw.floddabuilding.orglprlpr app_dll.aspx?param=wGEVXQwIDgsmFBcODh9Xl7X8snGJOdClnkksXGtKzXEAL9Frqf2vKQola3d%3d 313 N.6 K¢¢YLG.XY¢4Y•{tlYYLM.uWIYp ��¢;;K�;Y;� " f4 V ou1.ONC.v 101i: Wrtp[t¢MFM, I SIDE VIEW WINDLOCN WITERN'GW p V.AMAM 9lRYCRIML 912gOM0E 50 IY•SON61 O.WXSI ♦Pf AP YY HYI[rtNX¢Y¢Cfll l INSIDE ELEVATION wmpa �m .oVYUYCi1Y wuw,m¢mwmuYvm i A nra�m¢aPpinwN�iM �p nlfAYfl WNOLOOKAT319•OC. EE SHEET 2 FOR Nf f Wl roP STATE OF CNN '::c<ORIOP. iss�ONA'E, 40•n VN00,0251 OVER 0.5w .¢me r DW"�l f Ji�•0 wvuamYamr.Y (ANUS INTERNATIONAL CORPORATIO INJANUSINIERNATIONALBLVD TEMPLE,OA 001T9 77a9E24Z8%FaxI7MG2.220. ®2012JP0V!IAIvw00 gCo,m wAll N90b R..m¢ CERTIFIED VAND LOAD RATED 20 ' O/L SERIES 3100 DOOR ASSEMBLY MAN.SIZF-W X2V-0 NONE I OF.2 J [a6� lI y aCVYGw I L�OLYY r n•nwl w•>'+wl �' l � awl nar1N1 M®NI +� no w.woowltnld Damao n.o:munw+m n[tum.[u[vnrmam.'m low YY[mcm¢wn oLuaumartc mrwuuwrwLoaavwMr rMINMYgf My1YfLIGWQO N.RWMId Mn YrlglgOMNCNRL( /CC6dWnlmmlrfLttn�tltV KMMrMMTIICGLLCurDMwia[!M ngiMM 1rtnGYd{7DMYY06�W W IOtVEllefeft�NrrrN[~®160.IN1'RRtaV Y•a NIffO0401r..t n[tlOM6laYnmllpW NYYFIMYf{4 amvian•;r[ •y a mradrdLamoon.nawuursiw.mm�..enmuamu+uavc nariditvermer�u¢wlimrmliu r+ewaa�o �LN..L[eulmL.areneutalun 4 YUTAIGYIVIIDdiMLY.Ia IPW M1NdIAMWII®Mv.YvnKORI [d�.�[v�Y1i YYL W'LGnY11ROMCrVIL➢M t1MK1YLLnMval `unrt'�'�':et mr°YieL°lnnme°11ia.°uw`a'adau�a•ccdvwo��warrcrnmo. L p9pvulal'IMGQOnnICCtIQfaWawt.l+pvlldOlNMt n� �num L.oaowuuanvw®war.watrutreM.rwdlueumricrx `c�uoe n.•�rinwrmio.ae eliwo cl�i..iYruw�"ir td unmow.n ou"anrolui now * a No.7768 r ATE OF Al s'ONA LST ac..nmNMM. V fpl�)Lr�ul nYnIWfOP.Io o� p rCCMIr uNDERa25r g2l1-g.SGa - wertasm .a® ALLOWABLE TRANSVERSE DESIGN WIND LOADS (PSF) is4• 20'-0• 38.9 42.2 1E-a• 2W 35.0 39.0 1T-0- 20'-0• 31.7 34.5 18W 20''.W 29.0 31.5 181-0' 20'4• 28.9 28.9 2&. 2W-• 244 2&1 q 13/ J S INTERNATIONAL BLw TEMPLE, GA 30178 77G6"-285WFu770 -229J ®2012Jwma ImemallmalC wmS NIBg1nt Ruemd CERTIFIED WIND LOAD RATE02G G0. SERIES 31M DOOR ASSEMBLY cuRT8CN0omEA 11a1.12 MAXSQE:2W-0X20'-0- OR 9/20/2018 Florida Building Code Online - •il 101 • `—_- �/L . ��.,rrr r' - ".. , _tom' a� BCLS Home Log In Usti Registration ! Hot Topics i Submit Sumharge State a FaM I publications Contact Us Bas Site Map unks , Scare ba p I Product Approval '' DSER: public user f ro A nmval Menv> pmd= orAaniiration Seartl,> Appliation ❑st> Application Detall , FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email SCANNED BY St. Lucie County Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL27403 New 2017 Appmved Carports Anywhere 10858 S.E. County Road 721 Starke, FL (352)468-1116 bodom@carportsanywhere.com Brendle Odom bodom@carportsanywhere.com Structural Components Structural wall Evaluation Report from a Florida Registered Architect or a Licensed Florddi Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/13/2023 Validated By Gary Hartman, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL27403 RO COI Letter of Certification. Referenced Standard and Year (of Standard) standard C,0 Year ASiM E 1592 2005 ASTM E 330 , 2002 Equivalence of Product Standards Certified By Sections from the Code ,,VIEWED FOR ` "'COMPLIANCE ".L'JCIE COUNTY SOCC httpsJ/wcw¢8oddabuilding.org/pr/pr app_dill.aspx7param--vGEVXQwtDquHOE2Ywe%2bOsAuSaRIOp/o2fsNjidto6lC%2fa/o2bLV98RAA3xJ6YAp/a3d°/p3d 112 9/20/2018 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 06/18/2018 06/19/2018 06/27/2018 08/15/2018 s a Products FL # Model, Number or Name Description 27403.1 Hampton Rib Wall Panel Hampton Rib Wall Panel over open Framing Limits of Us pP for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-57.3 psf Other: See Evaluation Report for various Design Pressures. Install per Manufacturer's Details. Not for use In HVHZ Zones. Installation instructions FL27403 RO 11 Hampton Rib Wall panel Semred.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL27403 RO AE Hampton Rib Wall Panel Secured odf Created by Independent Third Party: Yes i 27403.2 Resi-Lap Siding Wall Panel Resi-Lap Siding Wall Panel over open Framing Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +40.0 psf/-37.0 psf Other: +40.0 psf at 4'-0" o.c. -37.0 psf at 4'-0' o.c. Install per Manufacturer's Details. Not for use In HVHZ Zones. Installation instructions EL27403 RO R Resi-Lao Wail Panel secured pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL27403 RO AR Resi-Lao Wall Panel secured gdf Created by Independent Third Party: Yes agar Ne:d Contact Us :: 2601 Blair Rune Road, Tallahassee FL 32399 Phone: es0.482-1824 The State of Florida Is an AA/MO employer,.Q vjj1 ht 2007.2013 Bata of Florida.:: privily Statement:: Arroodbmty Statement:: Refund staff me Florida law, mail addresses are pubne records. If you do not want your e-mall address released In response to a public -records request do not send electron his entity. Instead, contact the ogre by phone or by traditional malL If you have any questlons, please contact B50A87.1395. *Pursuant to Section 455.275(1 5tatutes, effective Octabcr 1, 2(1 Promotes licensed order chapter 455, IS. mum provide the Department with an emaa address Ir they have one. The emal d may be used for official communication with the 0consec. However email addresses are public record. If you do not wish to supply a personal address, pleas the department with an email address which an be made avallable to the pubPc To deterMne If you are a licensee under Oiapter 455, IS, please click boo product Approval Accepts! � �� Credit Card Safe httpslAvwy.floridabuilding.org/prlpr_app dU.aspx7pmm-wGEVXOwtDquHOE2Ywe%2bOsAuSaRiO%2fsNJldto6lCp/p2N/p2bLV98RAA3xJ6YADA3d%3d 212 FL# 27403.1 rForcegineering g & Testing Inc. 19530 Aamble od DA,e H.ble,TX 77338 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Wall Panel over open framing Florida Product Approval # 27403.1 Florida Building Code 2017 Per Rule 61G20.3 Method: 2—B Category: Structural Components Subcategory: Structural Wall Compliance Method: 61G20-3.00S(2)(b) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID: 1920 Validator: Gary Hartman, P.E. 1173227 Contents Evaluation Report Pages 1-4 �%% N.S E IC /7 q No. p,• STATE OF 4 11, FL O R 11) �4 au 90i� PS • 1, m4i , 'J O Ntiin ?G,�� Ju.h.e.18, 2018 Force Enguacezing & Tcsting Inc. 19530 Rambl.od Drive Humblo,TX77118 Compliance Statement: The product as described In this report has demonstrated compliance with the Florida Building Code 2017, Sections 1709.2. Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Wall Panel, 36" Wide, through fastened structural wall panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1405.2. Panel Dimenslon(s): Thickness: 26 Ga.: 0.0185" min. order thickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height: Y" major rib at 9" D.C. Panel Raliformer. MRS Metal Rollforming Systems Panel Fastener: 912-14 z Y." HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed In accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table W 29 Ga. Mwmnfen Rib W"II P"""t Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf +54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 5'-010.11 4'-0* O.C. 4'-0" O.C. Y-V O.C. 4'4r O.0 Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing MIn. 14 Ga. Steel Framing Min. 18 Ga. steel Framing Min. 18 Ga. Steel Fmming veslgn rreswre mouoes a batety tamr a Z.u. E. F STATE OF a+•rrw rr f'. �. %+ iuor6n �i'tl - • ... • • �fs'�% FM 27403.1 JV*L&18, 2018 Force Engineering & Testing Inc. 195M Rsmbiewoed Drive Humble,TX 77338 Tsble' V 24 Ga_ Nar..nlnn Maximum Design Pressure: —573 psf -150A psf +39.0 psf +143.1 psf Fastener Pattern: 6'-3°-6'•3'-6'-3'fi' 6'-3'•G•3'-6'-3'-6' 6'-3'-6" 3'-6'-3'•6' 6'-3'3'-3'-r-313' Fastener Spacing; 4'-0'O.0 Y-0.O.0 4'-0'O.C. 2'-0'O.C. Design Pressure includes a Safety Factor-2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Cade 2017, Section 1709.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Cade 2017, as relates to Rule 63G20-3. Performance Standards: The product described herein has demonstrated compliance with: • ASTM E 1592.05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference Reference Data: 1. ASTM E 1592.OS (2012) Test Force Engineering & Testing, Inc. (FBC Organization W TST-5328) Report No. 667-0060T-ISA-E, 667-OOSIT-ISA-D 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Farce Engineering & Testing, Inc (FRC Organization It ANE ID: 1920) Quality Assurance Entity- The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Installation: Install per manufacturer's recommended details. Insulation: Manufacturers approved product (Optional) Panel Fire Classification: Fire classification is not part of this acceptance. FU 27403.1 ,,'tttutrtryrr, i� C P,• STATE OF ; r 4 00,%. � L O R.I � A 24, sa.mms 10 FS •. A io°m�s *11J OfN 1L SG,,, Jwvt.¢,18, 2018 Force Engineering g &Testing Inc. 19530 Mt ble .d Drive HumblgTX 77338 Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for wall cladding wind loads. These component wind loads for wall cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 for steel, and Chapter 16 for structural loading. FL# 27403.1 ,,111[ttrtrr1rr %� 6N C E• E �'^• STATE OF i %off ALORIDA S. 46 •S? oas �� t. G axm ab EOM n/t%N3,3` Jt4w18, 2018 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 14 N 3/4' MH SD3 W/ 14MM BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6 6- #12-14 r 3/4" WIN S03 W/ 140M BONDED NEOPRENE WASHER UUda jo 0lam NO.44923 vC �� STATE 0A 1MN182ota .. t BCIS Home LDp In Usc RnIRrRWi Hot Topes d b d� (aProduct S� Product Approval USER: PUMk User hIl �� . Submit SVngTlpe t�g{h ED Publia i., Contact u5 BCIS SIN Map Wks SarN St. LucieGon* E'o "C Annrwal Men u> P�ur� r�liord a SIICalbn Sea 1> Aoolk>Ibn LM> AppIIWHOn ENtul FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL27402-RI Revision 2017 Validated Carports Anywhere 10858 S.E. County Road 221 Starke, FL (352)468-1116 bodom@nrportsanywhem.com Brandie Odom bodom@v rportsanywhem.com Structural Components Roof Deck RECEIVED SEP 12 2019 ST. Lucie County, Permitting Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 PRI Construction Materials Technologies, LLC. 06/23/2023 Brian Saks, P.E. Validation Checklist - Hardcopy Received FL27402 RI COT Letter of C rtifcatinn adf Standard Year ASTM E 1592 2005 FM 4471 1992 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Method 1 Option D BOCC Goo Date Submitted 08/08/2019 Date Validated O8/09/2019 Summary of Products I FL # Model, Number or Name Description 27402.1 Hampton Rib Roof Panel Hampton Rib Roof Panel over Open Framing Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL27402 RI If Hampton Rib Roof Panel over open framina.odf Impact Resistant: N/A Design Pressure: +46.9 psf/-57.3 psf Othen See evaluation report for various design pressures Install per Manufacturer's details. Not for use In HVHZ Zones. Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL27402 R3 AE Hamnton Rib Roof Panel over open fmminoxilf Created by Independent Third Party: Yes fi9110C U,:: 2601 eleh4ann Read. ThOahiame R 32199 plane: BS0-497•1820 The state of Rondo IS an AAIEEO emplWm L4ovmM 2007-2011'all or nerid» 1: 1,11 Statement:: p.....110l:: 111nd Sumidem Under Horlde law, email addmmae am patio moves. Ryou do dot wane your. malladdress released In response to a InIloremrds redoes[. do rotated decboN, DepaNnent WM an email Product Approval Accepts: 1!199 F a0� Lj -a- - 4 ' jsecui'jt}7S1h'TlijrS; !i in email addrei If they have iY do net Nbh b leady a area laaeat under Olapter FL# 27402.1 RI Force Engincenng & Testing Inc. 1933011.1,1 wood Ddvc Humblc l'X 77339 Product Evaluation Report CARPORTS ANYWHERE Hampton Rib Roof Panel over open framing Florida Product Approval # 27402.1111 Florida Building Code 2017 Per Rule 61G20-3 Method:1—D Category: Structural Components Subcategory: Roof Deck Compliance Method: 61G20-3.005(1)(d) NON HVHZ Product Manufacturer: Carport Anywhere 10858 S.E. County Road 221 Starke, Florida 32091 Engineer Evaluator: Terrence E. Wolfe, P.E. It 44923 Florida Evaluation ANE ID: 1920 Validator• Brian Jaks, P.E. #70159 Contents: Evaluation Report Pages 1-4 IREVEEWED FOR CODE COMPLIANCE jNO. *� A' STATE OF ; o: a..rren+ ri fs • . ti�'�� August 8, 2019 r:ForccRnj1gein.rreTesting Inc.9amcod Drive Humblc,7X 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2, 1504.7. -Product Description: Hampton Rib 26 Ga. and 29 Ga. Steel Roof Panel, 36" Wide, through fastened structural roof panel. Structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 50 29 Ga. Steel, ASTM A792 or ASTM A653 G90 Grade 80 Conforming to Florida Building Code 2017 Section 1507.4.3. Optional paintflnish. Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimensidn(s): Thickness: 26 Ga.: 0.0185" min. orderthickness 29 Ga.: 0.0142" min. order thickness Width: 36" maximum coverage Rib Height Y." major rib at 9" O.C. Panel Rollformer: MRS Metal Rollforming Systems Panel Fastener: #12-14 x Y.." HWH SD#3 with 14mm neoprene bonded washing or approved equal. Corrosion Resistance: Per Florida Building Code 2017, Section 1507.4.4. Substrate Description: Minimum 14 Ga. (Grade 50) Steel framing, Minimum 16 Ga. (Grade 50) Steel framing, or Minimum 18 Ga. (Grade 50) Steel framing. See Table A & B for steel gauge. Framing must be designed in accordance w/ Florida Building Code 2017. Allowable Design Pressures: Table 'A' 26 Ga. Hamoton Rib Rao/ Panol Maximum Design Pressure: -57.3 psf -72.9 psf -67.7 psf +46.9 psf ♦54.7 psf Panel Fastener Pattern: 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 2-1-2-1 Panel Span: 5'-01 O.C. 4'-0" O.C. 4'-0' O.C. 5'-0" O.C. 4'-0' O.C. Substrate: Min. 14 Ga. Steel Framing Min. 14 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga. Steel Framing Min. 18 Ga' Steel Framing Design Pressure includes a Safety Factor= 2.0. o � No. 449 STATE OFILL q sn.srmx ii fs •. 1�� FIA 27402.1 R1 August 8, 2019 i rForce Engineering & Testing Inc. 19630 Ramblew99d Ddve HumbIgTX77338 Table "R' 29 Ga. Hammon RIb Maximum Design Pressure: -57.3 psf -150.9 psf +39.0 0 +143.1 psf Fastener Paftem: Fastener Spacing: 4'-0" O.C. 2'-0" O.C. 4'-0" O.C. 2'-0" O.C. Substrate: Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing Min. 16 Ga. Steel Framing 'Design Pressure incalees a Safety Fact" =2.0. Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2017, Section 1504.3.2, 1504.7. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61G20.3. Performance Standards: The product described herein has demonstrated compliance with: • ASfM E 1592-05 (2012) Test method for structural performance of sheet metal roof and siding systems by uniform static air pressure difference • FM 4471-92 - Foot Traffic Resistance Test Reference Data: 1. ASTM E 1592-05 (2012) Test Force Engineering & Testing, Inc. (FBC Organization 4 TST-5328) Report No. 667-0060T-18A-E, 667-0061T-18A-D 2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test Force Engineering & Testing, Inc. (FBC Organization N TST-5328) Report No. 667-0060T-18F, 667-0061T-18E 3. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization N ANE ID: 1920) Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to FM 4471-92. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for `s131II111l T/��! �`0F: C E. No. 4119 STATE OF ; 00. 0tOraD swar2ma. �i �"s • i %` ONAL FL# 27402.1 RI August 8, 2019 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,IX 77338 manufacturing under aqua lityassurence program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, Including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Insulation: Manufacturer's approved product (Optional) Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2017 for roof cladding wind loads. These componentwind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2017 Chapter 22 forsteel, and Chapter 16 for structural loading. `,IIIIIu llll�,, i A CENS�((/��-. No. 440 STATE OF �,0^` . 1'L 0 R I'D P ir�r�n ��I�fOh AL•Ba1 /�/111111111, FL# 27402.1 R1 August 8, 2019 26 GA. HAMPTON RIB FASTENER PATTERN 2-1-2-1 j12—I4 • 3/4' HWH SD3 VI/ 141AIA BONDED NEOPRENE WASHER 29 GA. HAMPTON RIB FASTENER PATTERN 6"-3"-6"-3"-6"-3"-6" 6" _ _ 3"— — 6' 3" 6" 3" 6' 3' #12-14 a 3/4" IM SD3 W/ 14MM BONDED NEOPRENE WASHER SWO of RoAdO C.OA #2WM STATE OF RID. OR PLIANCE o rAgusi di 'BOUNTY SOCsC