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<br />Lewisvae, Tx 75067
<br />((6v) sie-7031
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<br />pie Doer Drive
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<br />Box 67
<br />Hope - 496611
<br />®w ,kniton.-
<br />caxroory
<br />Tin- Down
<br />s,arcalegpry
<br />Serbnal F.- Door Assemblies
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<br />vakinxlpn Repaint ram A risods "Issmid A-hA- or A lkmud Wtda
<br />ndczsiw,af awiaee.
<br />Evdeetiw, Repo- - xarxopv vrwwe
<br />i-fA foe- or Pala
<br />E a(uation Report
<br />FIOMe Lkan,se
<br />pWRy Asstnarce Emty
<br />quem, ASRmaarn c m.aa lxpvarxv`.- iz,U/2ols
<br />Vakdmed By I i, P. Mnemn. P.E.
<br />vaXOalon OweYlef ilamcom Receivep
<br />r:mRrate of lrmep.,,eeare .- -
<br />adne.ved St 01 .,o rear con sxwand) filaw" yap
<br />AnSVa- toe 1.
<br />ANSUDAms Is 1m1
<br />T.-loAs -1st rrs4
<br />2 1.4
<br />TAs-20; 1994
<br />fgwvalenm d Prod,rt s-ds
<br />cembed Br
<br />�f4%Y//YYYYY3
<br />_ h/8 1 ^_
<br />2. SCOPE OF EVALUATION
<br />Missile Impact and Cyclic Wind Pmasurr, Resistance. Since eve
<br />door size Transverse stid. Loads and Large ss i pa a yd every
<br />door Size cannot to tested, engineering analysis using a and
<br />m a ma analysis, as permitted per tie Florida
<br />Product approval 9N3, were used Io analyze the doors and makee the wind batl designs.
<br />3, USES
<br />The canes number garage doors listed in Table 1 are used for residential and commercial applications with
<br />specified allowable design w-uns.
<br />C DESCRIPTION
<br />wines,The clumps garage doors Nstad in Table 1 are sectional overhead garage doors and are constructed of
<br />galvanized steel sections with a two cast polyester finish. The doors am two-inch Nick, raised panel or flush.
<br />with toque, and groove sections. See table 2 for door designs and corresponding parol Ihick esses. The
<br />panels are 24 and 25 gage ASTM A653 galvanized FS Type B steel, and finished with an ASTM A525 made up
<br />of G-30 coaling. covered with two Well of polyester palm. Each section rs rmnlonad with 16 or 20 gage end
<br />stiles and 20 gage steel ,ether sales.
<br />Door Tracks
<br />All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage
<br />b minimum 15 gage. 33 list steel and finished with an ASTM A525 G40 galvanizod coating. The vertical Vacks
<br />are attached to the supporting structure with jamb brackets as spectred on the moat recent manulactwels
<br />installation insbuctbnsidrawiags.
<br />Gland Sir:11
<br />The dceshigs listed in Table 2 of this report with glazed openings that meet the requirements forunpact
<br />resistance have glazing that is made o1 IW Oticarbonate constructed par drawing 410776 or air wivalent
<br />product approved for use In Ftanda, anti can be installed in the fop or intemborkate sections of the g ego door.
<br />These assembles are available for use with the 9fazmg option in vnrld4errte debris regions and an, indicated so
<br />in Table 2. The maximum glazing dimensions shag be /8 56 x 1226
<br />The drawings that are not indicated Ion use in wind-borne debris regions with the glazing option are available
<br />M. In a minimum of 0 090inch thick standard SSB glass windows that are installed in frames and inserted in Inc
<br />top or intermediate section of the door. The glazing is all impact resistant and does not most the requirements
<br />for wfndbome, debris region$_ Refer to the moat recent manufacturer's installation inaWetlormcrawiags for glass
<br />size limitations.
<br />Will Load Bneim
<br />Aa drawings listed in Table 2 Of this report we braced on the inside at the doss with Ihres inch horizontal
<br />spanning U bars Each U-bar is made of Onher 18 gage or 20-gage ASTM A653 steel with a mviimum yAW
<br />strength of 80 As, and are firestnV with an ASTM A525 minimum G-40 galvanized coming. The gage and
<br />quantity of U-bar b,- varies depending on the amount of windbad msislaroe regiled and the height of me
<br />door.
<br />In addition to three inch bo izOmal spanning U-bam, some of the assemblies f¢dd in Tables 2 Of this report are
<br />traced with vertical aluminum posts made up of 0.125-inch mice 6063 T6 aluminum alloy. The past is a
<br />telescoping post assembly. The outer member outside diamelor is 1 ]5" wide x 4.007 long. The inner member
<br />outside diameter is 1,47" wide x 3.72" long. Reference drawing 411061 for additional information W the
<br />installation of Ile pull assembly
<br />Overhead Door Corporation 4 0ft
<br />Produce ApOrorai NRAad kidod 1 Option D
<br />Dad Siaxdeed OV23/toss
<br />t,dr vaamRa m/noel s
<br />DAM Pamir, FOC Al vat osn2/1o1 s
<br />Date A-vwd a6713/20i5
<br />141 Rite 3. woes 1 m-175. In, I80-185, 197 W57, 16' Mx wkM. 14' Isae heigra Gumni; evalhbb m top w
<br />vane wrr carom
<br />lArxb a i to wwNlow 7e.r.eruem
<br />xsop-yW M me in NY1R: No
<br />IrPPAet a W me adal4e mrva: Yez ,
<br />...4.RmbWb Yes -.
<br />Omlys Pr 1- a34.d/ 36.3 VenAed 8Y Mark A. Saxdb 7 to
<br />better, s, Available eNmN 6 enpectraNem nM nacb [M Qes, by sn's A TF,N Pao'. tb
<br />reguiremwns of tM wind bwr,e dM,fs rMtwd. FMYIRiwt RaParU
<br />Credo by hstAox ant TNrd 1A,,
<br />i=
<br />Jamb Attachment '�'/ON 1_�� `
<br />Method of securing the door to the mounting surface Is detailed in the Jamb Con/gVkgj�WpP cot, PIN
<br />411241.
<br />6, INSTALLATION
<br />All drawings. listed in this report are to be iinstalled in accordance with the most recent rswgfactumr's published
<br />installation 4uv-tions/drawin9saad this report.
<br />The most recent mannfactw2rs installation ihancoons'drawings sha11 be modify whiled to oral a Copy of these
<br />w,v,bb w,vd,awings shall be available at all limas on the job sae during installation.
<br />For Information about the mounting of the dew in the building structure surface, please reference drawing
<br />411060,
<br />7. ALLOWABLE TRANSVERSE WIND LOADS
<br />Design wind bad Weasums for garage doors shall be determined in accordance win section 1609 of the 2014
<br />Florida Braiding Code and shell not exceed the aMwable transvese wind With; shown in the following tables.
<br />Table 2: Models 170i180 Allowable Transverse Wind Loads and Impact Rating
<br />For Series Number Shown In Table I
<br />WlnAwd Mudmwn
<br />See
<br />Pashto
<br />Naggovs
<br />Gisela,;oor
<br />Dhnpabt
<br />Spse Code WNIh
<br />t
<br />DesignAvaaabis
<br />PSF
<br />�PSFn
<br />Raorremm� eht
<br />Yes"e
<br />Neslatanl
<br />Yw14o
<br />4t1039 a-0'
<br />14-0'
<br />15.90
<br />a.20
<br />3.20 yy Ubws
<br />Yes
<br />No
<br />l
<br />14-0'
<br />22.90
<br />2630_
<br />3 20 gage U-04rs
<br />Yes
<br />He
<br />_4I1M LW
<br />4110,11 t 9'-0,
<br />140'
<br />T.20 gotta U-bars
<br />Vas
<br />No
<br />411642 9'-0'
<br />fd 0"
<br />_M990
<br />35.70
<br />_30.80
<br />41.00
<br />_
<br />_3_20.pp�e U-mare _ - ..
<br />Vas
<br />No
<br />4it1313 90'
<br />IJ0
<br />4600
<br />52.00
<br />3.20gafi U-b s_
<br />Yes
<br />Yes
<br />411044 i6' 0'
<br />14 0
<br />/200
<br />13 a0
<br />3 . 20�AL U ba
<br />Yes
<br />No
<br />411045 1$-0'
<br />IJO
<br />1530
<br />1]80
<br />3,20 Ubrs
<br />Yne
<br />No
<br />4l t pq6 16' 0'
<br />14 -0'
<br />23.00
<br />25 00
<br />3'. 20 gage 0 "Is
<br />Yes
<br />No
<br />41 t04/ 1$0'
<br />140'
<br />30.00
<br />33.50
<br />3', leg."Utters_
<br />- ___ __-.-
<br />Yes
<br />yes
<br />d1104B' 15-0'
<br />-
<br />14'-0'
<br />34.W
<br />38. 30
<br />3' 18 U
<br />__.gam bars
<br />Yea
<br />yes
<br />tit 1049t't j 16, 0'
<br />1 16' 0"
<br />46 00
<br />.52 M
<br />,___ 3',,189age U-0ars _-
<br />Yes
<br />Yes
<br />411050 $ 0'
<br />14 0'
<br />2AO
<br />13.80
<br />3-. 20 gage LLnals _
<br />Yes
<br />Ne
<br />d�105 8�m
<br />t4 Q'
<br />Ie ell
<br />2070
<br />J.18 gaw U-ows
<br />Yes_
<br />No
<br />t1t052 1$0'
<br />140'
<br />34.40
<br />3830
<br />3,18gage U4las-
<br />Yes
<br />yes
<br />411653-j 18-0`
<br />$4Y'
<br />3J d0
<br />98.30
<br />i 20_�a�e U_ba (1 I1htm,wum Po4
<br />Yes
<br />Yes
<br />41105,s IF 0-
<br />8 0'
<br />- d6_Oo
<br />52.00
<br />3 20 gage U_lfers I l l A4mvlum Posl
<br />Yes
<br />Yes
<br />res¢fance. and Innetwe maY bo used vqh aiWMna glazing m me Wmtl borrz debts rag -tit.
<br />& SUBSTANTIATING DATA
<br />1. Test Report Numbers ETC-0&976-18504.0 and ETC-06-976-18504.1 in accordance with ANSVDASMA 108-
<br />2002 for varlsverse wind laid and ANSI'DASMA 115-2005 for large missile impact resistance by ETC
<br />Laboratories, 297 Bugg Road, Rochesum, N.V.
<br />2. Test Repots CTLA 1672W, CTLA 1672VV 1, CTLA1672W-3. CTLA1734W, CTLA 1734W-I, and CTLA
<br />1734W-2 tested in accordance with Miami -Dade County Protocol TAS 202 for transverse Wild bad and TAS
<br />Overhead Door Corporation r.:�w•+.,.,- ,. 7 P HARM `LOnC';�
<br />TOr Graehrr. The Original.
<br />February 20. 2015
<br />s+p4eNUf?:b;nP
<br />Subject Evaluation Report for Models 170-1 77.180-187
<br />N cr;' f�
<br />To Whom It May Concern:
<br />.7'+�•.C'
<br />SUBMITTED BY:
<br />Overhead Door Corporation
<br />`. '<!, k3
<br />2%1 S. State Hwy 121, Suite 200
<br />"U'; ^'LENr`+,
<br />Lewisville. TX 75067
<br />..... u.
<br />1. PRODUCT NAME
<br />Reference Table 1 for product names
<br />Section Type
<br />IbrtKior
<br />Steel
<br />Thickness
<br />Panel Design
<br />Series
<br />Number
<br />Short Panel
<br />170
<br />25 Ga
<br />tong Panel
<br />171_
<br />Pan
<br />in
<br />V12
<br />-`
<br />Short Panel
<br />F _ _-
<br />LL g P ru!I
<br />172
<br />175
<br />1]3
<br />174
<br />24 G.
<br />VS ^_
<br />l76
<br />177
<br />Short Panel, 1 5/8' Insul
<br />180
<br />- -25 Ga
<br />Long ➢aeI,15/81 1
<br />-._
<br />V 12 I S/8' I S I
<br />V5 1 5/B" Inwl _
<br />191
<br />182
<br />185 1
<br />�Sn rt P rlel, 1 5/e 1 ul
<br />183
<br />24 G.
<br />t L n6 Panel 1 5/8 I
<br />184
<br />-1
<br />VS 1 S/8"Ins I
<br />186 =.
<br />rs
<br />Overhead Door Corporation.. v,. NNW I+T'j"--
<br />201 Oral TAS-203 for large missile impact and cyclic resistance by Cenged Testing Laboratories, 7252
<br />Nw-m se Rd. Orlando, FI 32822.
<br />3. Tesf ,¢pens 85948.02-801 18, 85948 04-801-18, and 85948.06-NI-18 tested in accordance with ASTM
<br />E 1886. AS1 M E 18J6 and ASTM E33 ATI
<br />4. Instalatbn instn lions and supWem Door l Toda sheets prepared by Overhead Coror pation.
<br />9. CODE REFERENCES
<br />"add. Budding Code 2014 Edition and/or Standards
<br />tier 160 -9 Wind Loads
<br />Sacron 1710.5.2,1 TAS-102
<br />Section 1710 5.2.1 ANSbOASMA 108
<br />ANSUDASMA 115
<br />TAS 201,203
<br />10. REPORT SUMMARY
<br />Upon renew of the data submitted by Overhead Dom Corporation, a is my opinion that the models as described
<br />in this ropod conform An or are a suitable alternative to the code standards and sections in the Florida Building
<br />Code 2014 edition lamed in section 9 of this report
<br />it. LIMITATIONS
<br />Any inference in this report le, the manufacluBrs'mosl recall" information is a direct retwe - to the nest
<br />ecem information submitted by Overhead Door Corporation 1. lbe Fkaida Building Commission as pan of thex
<br />Ronda Product Approval application for the drawings listed in Table 2 of tbs report.
<br />This evaluation report and the most recent installation batruCtiois. when re(puired by the building official, shall
<br />be subnined at the time of permit application.
<br />The design of the supporting sebblural edmanoM shad be the responsibility of the design professional for the
<br />building structure and in acCVrdanoe with Current buikgng codes for the leads listed in Table 2 of this report.
<br />1'W doors shall not be located in areas Where the transverse wind bads exceed the allowable bade show-1
<br />Table 2 of this report.
<br />The garage door assemblies fisted in Table 2 of this report are not approved for use in the "High Velocity
<br />'n h Florida Building Col,.
<br />Hurricane Zorn as defined I the g
<br />12. IDENTIFICATION
<br />Each Model series covered by this report shah be labeled with the manulacturer 5 name and/or trademark for
<br />lied identircabon.
<br />Please feel bee to cordect me if you need any additional latemnaion.
<br />Sincerely. 6> _
<br />( 7
<br />Mark A. Sayncki ,4 OR 1 C:`.;C� ew
<br />FL PE 72613 `1
<br />rNAi si++s
<br />Overhead Door Corporation --....-,.• ,• , ,•, � i 801106'j,
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<br />JOB NO.
<br />DATE
<br />FBC 2014
<br />DRAWN BY
<br />MANUFACTURE
<br />SHEET NO.
<br />OH-1
<br />
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