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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 3 'Mn— a• k t# Florida WO=AMEMM' :rJ.tl'1(i>; SCIS Home j Log In User Registration M. HotTopics Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Unks ; Search Bus ihess;, Professional ( Product Approval USER:Public User Regulate Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL12765-R4 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived L1 Product Manufacturer Janus International Corporation Address/Phone/Email 134 East Luke Road Temple,GA 30179 (770)562-2850 Ext 360 curts@janusintl.com Authorized Signature Curtis Schroeder curts@janusintl.com Technical Representative Curtis L.Schroeder Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext 360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple,GA 30179 (770)562-2850 Ext 304 jakel@janusintl.com Category Exterior Doors Subcategory Roll-Up Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Joseph H.Dixon,Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 05/22/2015 Validated By Gordon Thomas,P.E. D Validation Checklist-Hardcopy Received Certificate of Independence F1.12765 R4 COI 2901.8 cert of fi.indep.odf 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=wGEVXQwtDgsmFBeODh9XI... 8/10/2015 Florida Building Code Online Page 2 of 3 Sections from the Code 661 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 OYes r No O N/A FL12765 R4 COC 3. self affirm 12765 R3.odf Product Approval Method Method 1 Option D Date Submitted 03/10/2015 Date Validated 03/10/2015 Date Pending FBC Approval Date Approved 03/15/2015 Summary of Products FL# Model,Number or Name Description 12765.1 Series 1100 Series 1100-26 Gauge Door Assebmly Max Size: 8'-8"x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ:No FI.1.2765 R4 II 2.9018 Dwa 1-1.01.2 Rev A.odf Approved for use outside HVHZ:Yes FL12765 R4 11 29018 install 750 L100A) Impact Resistant: No Verified By:Joseph H. Dixon,Jr.7768 Design Pressure:+24.4/-27 Created by Independent Third Party: No Other:Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R4 AE ER-09-0008-R.odf Created by Independent Third Party:Yes 12765.2 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 FL1.2765 R4 11 2.901.8 Dwa T1.01.3 Rev A.ndf Approved for use outside HVHZ:Yes FL1271�5 R4 11 2901�_illstall 750 1100.1)df 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 R4 AE ER-09-0008-R.odf Created by Independent Third Party:Yes 1 72 65:3 Series 3102 � 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 II 34012 Dwa T1004 E.odf Approved for use outside HVHZ:Yes FL12765 R4 II 34022 Mod 3100 inst.instr.p_df 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 FL12.765 R4 AE M3100 FI.12765 T1005G P2.1)df Hurricane Zones Created by Independent Third Party:Yes 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 II 32041 FL T1005-F 0002.odf Approved for use outside HVHZ:Yes FIA2765 R4 II 34022. Mod 3100 inst instr.odf 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 32041 ER-09-0007-R2 120112 0005.odf Velocity Hurricane Zones Created by Independent Third Party:Yes 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 FL12765 R4 II 29018 Dwa T1000 Rev B.odf Approved for use outside HVHZ:Yes F1..1.2765 R4 II 2901.8 install 750 1100.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?para,tn=wGEVXQwtDgsmFBcODh9Xl... 8/10/2015 GARAGE DOOR DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIONS'6 V„ir 100 110 120 130 140 150 160 170 180 190 200 V-d 78 85 93 101 108 116 124 132 139 147 155 For SI: 1 mile per hour=0.447 m/s a.Linear interpolation is permitted. b.V•,d=nominal design wind speed. c.Vm,=ultimate design wind speed determined from Figures 1609A,1609B,or 1609C. TABLE 1609.7(1) GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B(psf) EFFECTIVE WIND AREA V„d determined in accordance with Section 1609.3.1 Width Height (ft) (ft) 85 90 100 110 120 130 140 150 Roof Angle 0-10 degrees 8 8 10.5 -11.9 11.7 -13.3 14.5 -16.4 17.5 -19.9 20.9 -23.6 24.5 -27.7 28.4 -32.2 32.6 -36.9 10 10 10.1 -11.4 11.4 -12.7 14.0 =15.7 17.0 -19.0 20.2 -22.7 23.7 -26.6 27.5 -30.8 31.6 -35.4 14 14 10.0 -10.7 10.8 -12.0 13.3 1-14.8 1 16.1 -17.91 19.2 -21.4 -25.1 26.1 -29.1 30.0 -33.4 Roof Angle>10 9 7 1 11.4 1 -12.91 12.8 1 -14.51 15.8 1 -17.9 1 19.1 1 -21.6 1 22.8' 1 -25.81 26.7 -30.2 31.0 -35.1 1 35.6 -40.2 16 7 1 10.9 -12.2 1 12.3 1 -13.71 15.2 1 -16.9 1 18.3 1 -20.4 1 21.8 -24.3 1 25.6 1 -28.5 1 29.7 -33.1 1 34.1 -38.0 For SI:1 Square foot=0.929 m',1 mph=0.447 m/s,1 psf=47.88 N/m' 1.For effective areas or wind speeds between those given above the load may be interpolated,otherwise use the load associated with the lower effective area. 2.Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table 1609.7(2). O� 3.Plus and minus signs signify pressures acting toward and away from the building surfaces. 4.Negative pressures assume door has 2 feet of width in buildings end zone. TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE,(2) MEAN ROOF HEIGHT EXPOSURE (feet) B C D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 .1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.1'6 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 For SI:1 foot=304.8 mm. a.All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. R612.8.5 Garage door labeling.Garage doors shall be labeled with a permanent label provided by the manufacturer. The label shall identify the manufacturer, the garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable,the installation instruction drawing reference number, the Florida Product Approval or Miami-Dade Product Approval number if applicable,and the applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist format on the label. If a checklist format is used on the label, the installer or manufacturer.shall mark the section components on the checklist that are required to assemble an approved garage door system. The installation instructions shall be provided and available on the job site. Rev.4/12/12