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<br />F•otai;�na! �p PhMwaAapawNn
<br />R a RI41)a-a)
<br />Aposait s, Ikpe aeanbn
<br />case 1Y,aa, 2014
<br />Aapa ~Shag Aplea"aa
<br />dasinama Dap, Cadarefien
<br />2501 S. state eery. 121. 5wh 200
<br />(ass)e, Tx R067
<br />(46p)sap-7e31
<br />orb �.paa
<br />tins taro,
<br />amaaaa aro,imeawna
<br />rhrksaatrw
<br />ade manha, wEanW
<br />mil 5, shw they u), sae zoo
<br />"n( 75067
<br />(LEA�%
<br />�xaakepa'anae"Id"ar-
<br />QwataY AeaxwYeR naNae
<br />Caa Cwrenae
<br />AdwtwlTpWEmai
<br />One Doarenas
<br />I.O, a a 67
<br />nit. Nape. tat ME60
<br />(()763-8D91
<br />4,ww,e-aaNa,,.aa,m
<br />fdepmY
<br />s,Aaawpar
<br />Eaawb ease
<br />s mon.l axm,hw digs An.,eas
<br />Coripewxe rlsa,od
<br />Ewq,wbp rwpwe Morn•flo,las aRahared Araatr watkeaM Noes
<br />nehsstuaa EnPnO
<br />eaaaaaar neDwh- NweanpY aap d
<br />aroe,tp Amhhac thane raw aeaeapm end
<br />Nark A. saaua
<br />f1aW <kMW
<br />PE72613
<br />Q,een, AfwAa,a 6YRY
<br />hhpg nea TeaseavNea as Nat. en W k
<br />nbew
<br />Q,ewy AaanratM:e Contrao Ewt"
<br />IN)Uz01s
<br />Vaaaeh0 ew
<br />1an6ey A. Ammon, P.E.
<br />vatam, amdait - ra.6awv awalea
<br />Cwpeee, a bdePatl
<br />_ - -..
<br />aaa9,,aa shmaa and err tin samara)
<br />Alrsebe
<br />...
<br />rim
<br />At59aA5aa In
<br />2OD2
<br />M15YOASNA its
<br />20D5
<br />Ta5-201
<br />1991
<br />TAS-302
<br />7aS4-70J
<br />1991
<br />1999
<br />a araaue Shrwaaa
<br />canines or
<br />sr:TL
<br />2. SCOPE OF EVALUATION
<br />Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Press- Rusfanco. Since every
<br />door sae cannot be tested. angireering arc lloM using a comparable analysis. as Pennand Per the Florida
<br />Nodwt tip M 9N3, were used to ~a the doom and make Uri wind bad designs.
<br />3.t"
<br />The seders number garage doors Noted in Table 1 are used for residential and commercial applications with
<br />specilled aaailable dash pressures-
<br />4. DESCRIPTION
<br />The number ga ape donor filled N Tabs t we sectional overhead garage deals and sin constructed of
<br />goWantriwen Wnplend and Oaa^'e sections. See fadea" arksons with a led Coal d das4ns and he thash. The doors orepad"rp tmM thicknesses.T hush.
<br />pools are 24 and 25 pope I" A853 gaNwazed FS Type B sheet, and fbLShW with an ASTM A525 made up
<br />of G-30 we", covero l with arse, coast of polyester pairs. Each section is ransomed with 16 or 20 gage end
<br />stln and 20 gage steel center stake.
<br />AN data assemafea listed b In repot him both vertical and horizontal tracks ranging tram a nwYlnuxn 16 gaho
<br />to minimum 15 gage. 33 kv steel and 6nrohed with an ASTM A525 G-40 galvanized an". The Vertical tracks
<br />are allKW to fens supporting structure with Woo hacker as spocftd on the mine racers mmdacOver s
<br />The drmid ge Tabs in Table 2 of this apart ash *.it operutgs the meat tine reausenhems for sapCU
<br />resstanm have glasng that s meat of %' pohcemaste conssadee per droop 410776 or m eapheers
<br />product approved for use b Flans, and can be Installed in the tap or ote nNrmle 5.05" of the garage sots.
<br />These assemblies are available for use with fhb 9" option in'einobome 00" ragbre and are "edlealed m
<br />in Table 2. The maxis mn glazing dartenaions "I be 18.56' x 12.28.'
<br />The drawings that are not indicated for use in wind-bome deters region with the glazing option we avallable
<br />with a mWmum of 0.090-kd, thick standard SSE glm windows mist we installed In hones and snorted in the
<br />top m Wsarmadate exam of the door. The QMZkV a rot impact resistant and don not most tee requirements
<br />for wiMborne debris regions. Refer to the most recent mamdacture,a imsbbstbn satrudoWdrawthipt for glass
<br />sae r kerb e.
<br />AN drawlrgs listed in Table 2 at ass report are braced an Ste inside of the dean with three inch hat onod
<br />rpwhmnp NFbws. Each Ubw s made of ~ ISVilge m 2b~ ASTM A653 sWl will a,aklirrlur, yea
<br />Mantle; of 80 kv and are finished with m ASTM A525 mlranten G40 permired coating. The gage and
<br />quarto" of Ubw braces wades depending on the amoure of wirdmd resistance rowinif and ter alight dthe
<br />doal.
<br />In addition to th iatetm maaog U ttal spannk-bome ars, sd the awmi9in lased in Tables 2 of aft report are
<br />traced with vertetl aluminum posts made up of 0.126-h Oncta 6063-T6 steel- allay. TM post is a
<br />telescoping post asnmbiy. The omer member weekle diameter is 1.75' wide x 4.00' long. The inner monber
<br />OAsbe diameter is / 4T aide x 3.72- bug. Retwence drawing 411061 tail adddonal irsormation m tee
<br />installation of tee post assembly
<br />Overhead Door Corporation .ss.e-, w:._.w•s e.cap.> ., Hai:' ,*--m
<br />S.nsent-t ecede
<br />llaaua 1 Opeon O
<br />date SW,Mbp ezr2vm
<br />bear V.Ndehd W271" S
<br />bass "reC Apwewh owtma14
<br />Us. Appewd 042312015
<br />141>0.10 19aiw lTF175.ln, IaOUs, Iil) w5).16'Nar>aan l4'NVI,eNla raedrq aaawate Ntwa
<br />alwa. a uw n..huan.,, t.mate.w.
<br />Appinivial For AppeaeaaMMe loads
<br />,
<br />Lap maassimesn xvaa wee d.
<br />0s.4,a praerwa ♦31.4r•b.3 Vwlnaa tip: IWk A Sawncid 72613
<br />01Mc: Naartle p,eriN 6 sepia ra'bwa end mints tlw Oesee b, tndepe,daa team P.": No
<br />r«awenea4atne wa,o-Nwnwaaxa,eVana. haMaes Aspawa
<br />a,4- F2 .11 IM F5�: cs �:,.::.::. .s.r1f
<br />.aeq M Irdapa dent ewe Awns: ate
<br />�a f26�3 �; a
<br />=v 3R,
<br />G : STATE OF : 2wtea`z
<br />Jamb AtlaclasaM a `SAONppLE�N���,��
<br />Methea d of aamg m the door to the euneng surface a detailed in ft Jamb ConANwamltisWlR 11 PM
<br />411241.
<br />S. INSTALLATION
<br />AN drawings listed in this report are to be installed in accordance with the most recent manufacairer's published
<br />installation Inst-ft-wineings it Nis report.
<br />The ma9) recent mamdachser's installation Wwauctionsklrawxr8s shall be sbx#Y adhered to and a copy Of these
<br />wraft tsWi rawegs stall be available at all sense on the job age during installation.
<br />Re edormabon about the rocaef rg Of cite door t0 tee belting structure solace, please reference dresbg
<br />411060.
<br />7. ALLOWABLE TRANSVERSE WED LOADS
<br />Flanda Bidding Code and dill noteexi read asdoors �allowable trensvosewind keds shown A ft killowng tables:
<br />Table L Models 17WISO Allowable TraaaVWfa Wind Leads and aryect Rs*V
<br />For Berea Number Shawn In Table 1
<br />Wbo[O.d
<br />BGothe" CodePoo
<br />WIdN
<br />PUaalvp
<br />�
<br />.-Ow--
<br />�
<br />F.Ro nareha
<br />tweating
<br />AvaBWls
<br />Y
<br />Door lived
<br />ihsbbnt
<br />aalb
<br />411039
<br />e-w
<br />14'-W
<br />Ism
<br />1820
<br />3_'. 20 Wge U-b-
<br />Yea
<br />rb
<br />_
<br />_.. 411040
<br />90
<br />14'0
<br />22.90
<br />2830
<br />3•.20 U-b m
<br />Yee
<br />No
<br />411041
<br />9-0'
<br />IV-0'
<br />26.90
<br />30,90
<br />3, 20 U-bua
<br />Yw
<br />No
<br />a11042
<br />90
<br />140-
<br />35.70
<br />41-M
<br />_
<br />T,20 u4b-
<br />Y.
<br />No
<br />41f0/31
<br />90
<br />t4'0
<br />46.00
<br />52DD
<br />r.2DpVULats _
<br />Yea
<br />Y
<br />4110"
<br />190
<br />Pro
<br />12.40
<br />13M
<br />_
<br />3', 20 U bus
<br />Yet
<br />No
<br />_
<br />411046
<br />16'0
<br />lw' w
<br />1630
<br />17.w
<br />T. 20 U
<br />YK
<br />No
<br />411046
<br />190
<br />14'0
<br />2.00
<br />25.00
<br />T.20 U-bm
<br />Yee
<br />No
<br />4/1047n
<br />16'-0'
<br />14'0
<br />30A0
<br />33.W
<br />_ T Isgape Ubam
<br />Yas
<br />Yb
<br />_
<br />411
<br />18'0
<br />14'0
<br />34.40
<br />38.m
<br />T,/8 Ubae---
<br />Yes
<br />Yes
<br />411049"
<br />two
<br />14'0
<br />4600
<br />52.00
<br />T.IS ~ U4aam
<br />Y.
<br />Yoe
<br />411050
<br />1r-0'
<br />14'0
<br />u.40
<br />1330
<br />T. 20 U4Nm
<br />Yes
<br />No
<br />411051
<br />19 0'
<br />id'0
<br />18.50
<br />20.70
<br />T. /Bgey-eU-0am_.
<br />----T, tit Ubae
<br />Yb
<br />Yet
<br />No
<br />Yes
<br />411052�n
<br />190
<br />14',W
<br />34.40
<br />38.30
<br />411
<br />lr-0'
<br />90
<br />34.40
<br />1 3430
<br />1 T. 20 U-0wa a (/) AYxriwm Pow
<br />Yes
<br />Yin
<br />411W
<br />190
<br />FW
<br />40.00
<br />1 SHOD
<br />3-.20 U-Doe 1(7)Aamewm Pow
<br />Yn
<br />i Yes
<br />nefstw,ro. endend IMelore mayhe ahrOvaN apsoW gs2ag N tle wind eons ntive mym.. •�.�._ _..r•.
<br />S. SUBSTAmnATOO DATA
<br />1. Test Report Numbem ETC-W976-18504.0 and ETC-1*976.18504.1 N accordance with ANSVDASMA 108-
<br />2D02 for trarnBa9me wind load and ANSVDASMA 115-2D05 for large miaaAe argact resieMnCe by ETC
<br />Labonseaies, 297 Built Road, Rochester, N.Y.
<br />2. Test Reports CTLA 1672W. CTLA 1672W-1, CTLA7672W-3, CTLAI734W, CTLA 1734W-1, And CTLA
<br />1734W-2 asses in wwtdanw Will Kami-Dsda Candy Prdocol TAS-202 for Varrsvems wind bed and TAS•
<br />Overhead Door Corporatenarw<w.ds....,am..a- kij-^ "' G! t•.'_""J
<br />Tate N:ewinr.7'be ()rigioal.
<br />r 9�:
<br />Axe Ooa,Ce.ae,x'
<br />February 20.2015
<br />Subject: Evaluation Report for Models 170-177. 1WI87
<br />'`��4J•P�,CENB<c7C�r'¢�
<br />28h '_fib
<br />TO Wham it May Comm,:
<br />SUBaNTTED BY:
<br />�,p•�•< OP.":,`�
<br />'�.�C-,`+..� a
<br />Overhead Door Corporation
<br />2501 S. Stake
<br />�721. slate zoo
<br />•: �Cj s
<br />eji S,olgr„ ;E„P,
<br />TX
<br />1. PRODUCT NAME
<br />Reference Table 1 for product nemm
<br />s4stfon TYPs
<br />Eaterlor
<br />steel
<br />TMdahhess
<br />pawDeatAn
<br />Sues
<br />mundhw
<br />Pan
<br />256.
<br />Short Panel
<br />170
<br />LongPanel
<br />171
<br />V12
<br />172
<br />vs
<br />175
<br />24 Ga
<br />short Paw
<br />173
<br />Long Panel
<br />174
<br />V5
<br />176
<br />V12
<br />177
<br />Insulated
<br />Ga
<br />--
<br />24 Ga
<br />Shod Panel, 1.5/81-
<br />m25
<br />Low Panel, l-5/8' InaW
<br />181
<br />V12, 1-5/8' Isul
<br />182
<br />VS<1-5/8 _msW _____
<br />Short Permit,1-5/6' Inwl
<br />_
<br />185
<br />183
<br />Pane41-5/8' ln,W
<br />184
<br />v5, 1-5/8" asul
<br />Lit,V12,
<br />1-S/8'new
<br />187
<br />Overhead Door Corporation U L 1 7-W-
<br />201 and TAS203 for large missile Wnpact and CYCk resistance by C"Oed Tesnrg Laboratobs. 7252
<br />Nercoossee Rd. Orlando. Ft 32822.
<br />3. Test reports 95948.02-801-18. 85M.04-801-18, and 85948.08-801-Ill reeled in accordance with ASTM
<br />Et SEE. ASTM E Ind and ASTM E330 by ATI.
<br />4. Instaaabon instructions and supplemental data shoes prepared by Overhead Door Corporation.
<br />9. CODE REFERENCES
<br />For da BuNthg Code 2014 Edition and/or Standards
<br />Section 1609 Wind Loan
<br />Section 1710.5.2.1 TAS 202
<br />Section 1710.5.2.1 ANSVDASMA 108
<br />ANSVDASMA115
<br />TAS 201.203
<br />10. REPORT SUMMARY
<br />Upon review of the data submitted W Chastised Door Corporation, A is my opinion that the modals as described
<br />in this repot conform with as are a suitable aNtanatne to the code startherds and aectio e In the Florida Bustling
<br />Code 2014 edition Wted in section 9 of fhis repot.
<br />11. LMRATIONE
<br />Any reference in this report to the mwMa04uepa'most recerit' adomaatim is a dreol reference to the most
<br />record nAomwbon submitted by Omrhamd Door Corporation lo the Florida Busk" 9 Cmmsallon ate Pan of Vw
<br />Florida Product Approval application for the drawings fisted In Table 2 of ties repair.
<br />This evaluation report and tee mast reeent installation Instructions, when recluses by the building oMcile, she"
<br />be submitted as the time of pemdt spptcallon.
<br />The deign of tic shpporug struchaal aemwrss shd be the taspos8tdly 01 the desfin prdenlonal for the
<br />bnNang structure and In awordence with whom buAdmg codes its tee kbdt fished in Table 2 of the repot.
<br />The debris "not be braked in areas whine She transverse wad bads exceed the allowable bads shown in
<br />Table 2 of She report
<br />The gentile dote aewrnDSes listed in Table 2 of mils repot are not approved for Me in that High Velocity
<br />Nunkane Zone' as defined in the Florida BuACin9 Cade.
<br />12. IDENTIFICATION
<br />Each Model saris covered by ths report stall be Wooled with the mmWacWrels rising and/o baderrark for
<br />field identification.
<br />Please too boas to contact m¢ a you reed my additional inamwim.
<br />♦Q ya_NpSRWAA
<br />Sincerely.
<br />�9 STAT 0� . 40 4
<br />,
<br />Mark A. Sawicki
<br />FL PE 72619 'r�SS7•••.• LQ1
<br />vw1jONAVyaMyy
<br />Overhead Door Corperatlon:a.a.,e_rns>-,rw.a<..ex.-• L! T,;R
<br />ISIONS
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<br />JOB NO.
<br />DATE
<br />F8C 2014
<br />DRAWN BY
<br />MANUFACTURE
<br />SHEET NO.
<br />OH-1
<br />
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