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Home My WebLink AboutPRODUCT APPROVALFlorida Building Code Onli Page 1 of 3 rd aclSHame mein Userit.gEt.bvn Hot Topics Submit SurdrarpeSUU&Fads publicsi.s I FBCStaH j MSSih Map I unls I search I Ronda Product Approval a USER: Product user Flaauct Aovrovah Nenu>ProayR or Aoolicativn SearcM1>Avvlica[rvn FL # R4 SCANNkuApplication Type n�� Code Version Application Status 7Approved St. LUG2 COUnty Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 ]anus International Corporation 134 East Luke Road Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Curtis Schroeder curts@janusind.com Curtis L. Schroeder 134 ]anus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 360 curts@janusintl.com Jake Lyons 134 ]anus International Blvd. Temple, GA 30179 (770) 562-2850 Ext 304 jakel@janusintl.com Exterior Doors Roll -Up Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report- Hardcopy Received Joseph H. Dixon, Jr PE-7768 National Accreditation and Management Institute 12/31/2018 Gordon Thomas, P.E. ❑ Validation Checklist - Hardcopy Received FL12765 R4 COI 29018 cert of fi, indep.ndf Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsmFBcODh9XI... 9/20/2016 Florida Building Code Onli Page 2 of 3 Sections from the Code FQQ 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 0Yes ONO ON/A FL12765 R4 COC 35008 self affirm 12765 R3.odf Product Approval Method Method 1 Option D Date Submitted 03/10/2015 Date Validated 0311012015 Date Pending FBC Approval Date Approved 03/15/2015 Summary of Products FL 7r Model, Number or Name Description 12765.1 Series 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-B" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 It 29018 Dwa T1012 Rev A.odf Approved for use outside HVHZ: Yes R112765 R4 II 29018 install 750 1100Adf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27 Created by Independent Third Parry: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE ER-n9-0008-R.pdj Created by Independent Third Parry: Yes 12765.2 Seres 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 R4 JI 29018 Own T1013 Rev A.Odf Approved for use outside HVHZ: Yes FL12765 R4 IT 29016 install 750 I100.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.41-22.7 Created by Independent Third Party: No Other: Not for use In High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE E11-09-0008-R.Ddf 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 FL12765 R4 li 34012 Dwa T1004 E.odf Approved for use outside HVHZ: Yes FL12765 R4 II 34022 Mod 3100 inst instr.pd Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +36/-41 Created by Independent Third Party: No Other: +36/-41 psf at 12'-0' wide. Varying loads are Evaluation Reports shown for widths 8'-0" to 16-0". Not for use in High Velocity FLIZ76S R4 AE M3100 FLIZ765 TIOOSG P2.odf Created by Independent Third Party: Yes Hurricane Zones 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No FL12765 R4 li 32041 FL T1005-F 0002. Ddf Approved for use outside HVHZ: Yes FL12765 R4 II 34022 Mod 3100 Inst Instrod( Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-38 Created by Independent Third Party: No Other! +35/-38 psf at 16'-0" wide. Varying loads are Evaluation Reports shown for widths 15'-0" to 20'-0". Not for use in High FL12765 R4 AE 32G41 ER-09-0007-R2120112 d Created by Independent Third Party: Yes Velocity Hurricane Zones 12765.5 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No EL12765 R4 11 29018 Dw0 TI000 Rev B.odf Approved for use outside HVHZ: Yes FL12765 R4 Ii 29018 install 750 I100.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-45 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgsmFBe0Dh9XI... 9/20/2016 GARAGE DOOR DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIONS j"-�_ Vi41 100 1 110 1 ITA. 130 140 150 160 1 1,70 1 180 ' 1 190 1 200 78 85 )3 101 108 116 tj I24 A 133 1 139 1 147 1 155 FmSE 1rude parbour=0.44zds. a. lineerintMwIatlen is permitted. . b. F�;,r=aominaldesigo wuttl,gFaed,appllceble;)o motbpds specified mPalceptiolls:l througb-51oESectiaa 1609.1.1. C. V„y = Ultimate design wiad4Peeds determierd from Patina IY509A, 10*m 1609C. TABLE, 1609.7(1) NOMINAL (ASO) GARAGE DOOR AND R&LING00GF11NIND LOADS' FOR A BUILDING WRH A MEANROOF HEIGHT OF 30 FEET LOCATED FWE)O )SURE B (PSF) ezza e ULTIMATE OESIGNWIND SPEED '(VJiDETERMINEDIN'ACOOROANCE WITH SECTION 1609.3 (MPH - 3 SECOND GUST) Widfh ' t+n _. Ha9v 1H) 10010PH 110MPM 120'MPH 130:MPH � 140'NPH:�� 160BPH 1tD'IdPH 1TOMPH 180MPH 180MPH 2OOMPH Rao} Angle 0-10 dotpme 8 .8 9.7-9.9 103-119 123-14,2 14.7-16.6• 17.1-193 1,9:6-225. 213-352 25A-2.93 282-319 31.4-355 34.8-39A 10 10 8A-.9A 102-11A 12.1-:13.6 14.2-160, 165'-18.5 189-2112 213-7A3 24:3-273t Z/3-30.6, 30A-34a 33.7-37.8 14 i4 BA-8.9 9.7-10.8 11.5-128 133-150 15.7-11.4 18.0-2. 205-22:8 d-25.7 25.9-28.8' 28.9-32.1 310-35.6 Root Angle > 10 degmes ' 9 7 9.G-1D9 11.4-129 13.7--153 I6.1-182 185-21.9 213-24.1 7h3-27.5 27.fi-312 30.6-34'6. 342-38.6 38A-43.0 16 T 92-]0:3 10.9-172 13.1-14:6 153-172 17.7-197, 2eA-220 23;3-26.0 26A-29.4 293-326 317-365 MA-40,6 78 MPH 85 MPH :93 MPH 101 MEN 108 MPH; 116MPH' :124MPH 132 MP1) 139WH 1471,Pn. 155 MPH For SI: 1 foot - 364.8 mm, TABLE 1609:7(2) AD:IUSTMENT FACTOR'fOR:BUILDING HErotrT ANp ExFlisuRrl {�); MEAN ROOFilE1GHTtfect) EXPOSURE B. c O IS 1.00 121 1.47, 20 1. 7 29 ` _ ' sSS 25, 1.00 135 30 1.00 1.40 " _ U0 35 .1.05 1.45 :' 1.70 40 1.09 1.49 =.1.74 45 1.I2 1.53 ',. ' 1.78 50 1.16 1.56 1.81 55 1.19 IZ59 1.94 60 1.22 1.62 1;87 avAse-use the load-assooetetl with the Iowa effectivetrea 3em-in:Table1609.7(2). 1;4� cam= doors shall -.be by.the.garage * the garage format is used on the label .the door installer or the garage doormannfacbner shall mark.the.selected components on the check7lst that are required to -assemble an. approved garage door system. The in don, instructions shall be provided and available tin-thisjob site. FLORIpA�U1LD11�O..000E Bl)ILAING,4th,EOITII)1{(2014) "'