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<br />( 750 7
<br />(46s) Sts-x�h31
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<br />Olaylar®wayredahon.cdn
<br />a k s-ki
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<br />-tiauon it- frimi a Roriaa Repisterea ArcMtett d a lirenzed F-
<br />ohsa,dul ere nee,
<br />evvew,en 2epart - HarOcopy Pecdvea
<br />Hart A. sawrki
<br />PE )2413
<br />,mend Tiswg Scones NA Inc. - Eij,1ti- A Her-
<br />lrreY IeP. n
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<br />icson, P.E.
<br />VaiMtiwt Cnetllwt HaNcopy RecdveW
<br />FeMmcM Sfanaare arb Year in Sesex4l 51"I'Masad yyE
<br />AHSVD45NA me EOOE
<br />AN51/O-I Is
<br />i005
<br />fir 20, 1"4
<br />TAS 211 1990
<br />tAs-,of 199a
<br />Edevdgee d Prnaurt Am Wares
<br />c e,a or
<br />S 'r
<br />.iuPG
<br />s, "et" ••
<br />2. SCOPE OF EVALUATION
<br />Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every
<br />door size cannot be tested, engms wing analysis using a comparative analysis, as pennglod per the Florida
<br />Product approval 9N3, were used to analyze the dose and make the wind loatl designs.
<br />3. USES
<br />The series number garage dbiws listed in Table i are used let residential and commercial applications with
<br />speodied allowable design pressums.
<br />4. DESCRIPTION
<br />The Shies rwndear garage doers listed in Table 1 are smuohai overhead garage deers and are constructed of
<br />galvanized steel sections with a two Coal polyester finish. The doors are two-inch thick, raised pared or gush,
<br />with longue and groove se -turns. See table 2 for door designs and corresponding panel thicknesses. The
<br />panels are 24 and 25 gage ASTM A653 galvanized FS Type B steel, and finished wish an ASTM A525 made up
<br />of G-30 coaling. covered with two coats of polyester paint. Each section ,s reinforced with 16 or 20 gage end
<br />stiles and 20 gage Bred center stiles.
<br />Dow Tr kss
<br />All floor as rn ies doled in this report have both vertical and horizontal tracks ranging from a minimum 16 gage
<br />to rommum 15 33 Ink steel lima won an ASTM A -4 lv rated t The vertical tra171s
<br />gage, and led S e G 0 ga a coating
<br />are attached to the Supporting sauctlxo with jamb brackets as spedTod on the most recent manufacturers
<br />I mstnllW r,siwawings.
<br />EUazed seefioare
<br />The drawings listed in Table 2 of this report with glazed openings that meet de requirements for impact
<br />resistance have glazing that is made of IW polyCabonale constructed per drawing 410776 or an equivalerd
<br />product approved for use in Florida and can be installed W he lop or inlem-date sections of the garage door.
<br />These assembd ate available for use with the lion in will borne deal a are indicated w
<br />9ll be19 ,5 low rag oru rid rldw
<br />In Table i The ma -morn glazing dimensions use
<br />in shalt be 18.56` ri 12 26 `
<br />The a iinim that are trot inch
<br />indicated to use in wind bane debris regions ins the glazing es an are evadable
<br />with a mlrNmum o10.09Dinch thick standard S58 grass windows that are Installed m lames all inserted in this
<br />top or intermediate Section of the door. The glazing is hot impact resistant and does nil meet the requirements
<br />for windborne debris regions. Refer to the most recent manufacturer s instadatln inshith iionsdrswings for glass
<br />Si201 nstlns.
<br />Wind Load Spacing
<br />All drawings fisted o Table 2 of this report are braced on the inside of the doors with three inch ho iomal
<br />Spanning U-bars. Each U-i is made of either 18 gage or 20 gage ASTM A653 steel with a minimum yield
<br />strength of 80 list and are finished with an ASTM A525 minimum G-40 galvanized mating The gage and
<br />quantity of U bar braces varies depending on the amount of windlad msstance mqured all the knight of the
<br />dow.
<br />In addipon to three inch he izmnial spanning U-bars, some of the assemblies listed in Tables 2 of gas report are
<br />braced with vertical aluminum porn made up of 0.125-inch thick 6063-T6 aluminum alloy. The post is a
<br />telescoping post assembly. The outer member outside diameter is 1.75` wide x 4.00- long. The'mnw member
<br />outside diameter is 1.47 wide x 3.72" long. Reference drawing 411061 for additional information on In.
<br />installation of the post assembly
<br />Overhead Door Corporation
<br />pore ,
<br />Pmaurt `,gongs Henn
<br />-,0-.
<br />Gate Submiftd
<br />02/2372015
<br />Date yNiaatea
<br />03/27/2015
<br />Date Penang FK ft wiI
<br />es"V1015
<br />Dare A0wsv L
<br />%123/2015
<br />11170 to 9 kites 170-175, 177, IN 185,187
<br />w57, I5' Max will. 14' H twi9K Gann,, aawbN m rip a
<br />m0. n,NXe 5C[Ucn
<br />shall use
<br />trr.eaadorh s.arrcmrw
<br />Ha
<br />AlKrhrn e4 snr Iwo In akia
<br />aee Imo uaa pulps HVH2: Yes
<br />-
<br />I>Prar
<br />iaaMN Rmwtaal:
<br />.38 3
<br />goatee Prwnw doors
<br />01Mn Pvmladc 1Naibg s Impdetn. Mall mttts le
<br />wnaHa ay: Mad A Samcli d Pint
<br />Qoaea eY thpa Party. No
<br />I�uirtM+45 d 1ne winabdne acid re9Hms.
<br />impsini,
<br />EvaNstlow Ralrorl
<br />CrexM Ay Ireepeneent THE Party: Ib
<br />p4
<br />36,
<br />dandle Attachment a, `SrGNa1_YNme
<br />Method of securing the dos to the mounting surface is detailed in the Jamb CoraiRkOhPN AhPPN nl, R N
<br />411241.
<br />6. INSTALLATION
<br />All drawings listed in this report are to be InsfelWd In accordance with Ow most recent manufacturer's published
<br />installation instmctionsldnevings and this repon.
<br />The most -coil manufacturer's installation instmch--drawings shall be strictly adhered to and a copy of these
<br />instrucherold awings shall be available at all ones on the job No during insulation.
<br />For information about the mounting of the door to the budding structure surface, ploaso utterance rk-rq.
<br />411060.
<br />7. ALLOWABLE TRANSVERSE WIND LOADS
<br />Design wind load pressures for garage doors shall bo, determined in accordance with section 1609 of the 2014
<br />Floods Sm iIg Code and shall hot exceed the allowable transverse wind Wads shown in the followmg tables:
<br />Table 2: Models 17W180 Allowable Tr>agverse Wmd Loads and "MCI Rating
<br />For Series Number Shown In Table 1
<br />WinMlaad
<br />W.k-Sin
<br />Positive
<br />NegelWe
<br />ow Impact
<br />spxl0cetlon
<br />Code
<br />1YIWh
<br />Design
<br />PSF
<br />DGalgh
<br />PSF
<br />Readdwmen[
<br />AGlarding Nable
<br />yssNn
<br />Y-No
<br />411039
<br />9'A`
<br />14 P
<br />15.90
<br />18.20
<br />_31, 20 gape U bit
<br />yes
<br />No
<br />41,040
<br />_
<br />9p
<br />11 -0'
<br />22.90
<br />_
<br />2630
<br />_
<br />3 20gege U-bars __. _-
<br />vas
<br />No
<br />4t1041
<br />411042
<br />9 0'
<br />9 0`
<br />14 0
<br />14 0
<br />26.90 _
<br />3570
<br />30.80
<br />d1.00
<br />3' 208age Ube
<br />3_20_pa�e U bit s
<br />Yes
<br />Yes
<br />No
<br />No
<br />6110d3'
<br />i-0
<br />46.iA1
<br />200
<br />3.20 gape Ube
<br />Y.
<br />Yes
<br />yes
<br />No
<br />411044
<br />6-.4
<br />16!:q
<br />14'-0`
<br />1240
<br />_13
<br />T _20�aga U-Gts
<br />_ 4111 N5
<br />411046
<br />1$-0`
<br />16-0"
<br />I4 0`
<br />16 0'
<br />1=30
<br />23.do
<br />17------OO���YYT���YYT�������
<br />T.5.00
<br />3_ W jjaq !L rs _
<br />U
<br />$. 211�age bars__
<br />Yes
<br />yes
<br />he
<br />No
<br />41104P
<br />19'-0-
<br />140
<br />woo
<br />33.50
<br />3'. lagag Ube __.- -
<br />Yea
<br />Ves
<br />Yos
<br />Yes
<br />41f048
<br />16-0'
<br />40
<br />34A0
<br />38.30
<br />3'. IB pap Ups ___
<br />411040-I_-16-0`
<br />-
<br />+ -
<br />11'0' -
<br />_ 4600
<br />52.00_
<br />_
<br />3_j- pgaga U-Gus _-
<br />Yes
<br />Yes
<br />12.40
<br />13 N.3'.
<br />20 Utras
<br />Yez
<br />M
<br />411U5
<br />411052
<br />411053
<br />611054
<br />$w
<br />180'
<br />16
<br />140'
<br />110'
<br />d 0
<br />18:�
<br />3d.40
<br />1 34.60
<br />-
<br />46 00
<br />3831)
<br />38.J0
<br />38.10
<br />- ..--
<br />52.00
<br />3 le gageUG
<br />- 3' 18 gaw UG
<br />3 20-0 {a0e U-bit (il AW - - P &
<br />-
<br />3 20 gage U-0as 111 Al ium Post
<br />yes
<br />Ho
<br />Yes
<br />Ves
<br />Ves
<br />Yes
<br />Yes
<br />Ves
<br />- Not I The
<br />omlku: ndP
<br />assembnes
<br />mdcat(e
<br />in Table I
<br />nave oeoonal .1-111, Iles been tested
<br />for rowed
<br />resit , all me- may be usoa twit shows, gharng in - who -- heir¢ region
<br />& SUBSTANTIATING DATA
<br />1. Test Report Numbers ETC-06-976-185(M 0 and ETC-06 976-18504.1 in accordance with ANSI, DASMA I
<br />2002 for transverse wind load and ANSI DASMA 115-2005 Ion large mssae impact resstance by ETC
<br />Laboratories, 297 Sued Road, Rochester. N.V.
<br />2. Test Reports CTLA 1672W. CTLA 1672W 1, CTLA1672W-3, CTLA1734W. CTLA 1734W-4, and CTLA
<br />1734W-2 tested in accordance with Waml'Dede County Protocol TAS-202 for transverse wind bad all TAS
<br />Overhead Door C,orporalion ., i. n P � Nut �u`T
<br />'I kr G-k inP,'I'he Original.
<br />February 20. 2015
<br />•�Tas A!uJA�r,r
<br />Subjocl Evaluation Report for Models 110-177. 180-187
<br />� 1, I•-r w
<br />To W Iwnt II May Concern:
<br />"'✓ 4
<br />SUBMITTED BY:
<br />Overhead Door Corporation
<br />P
<br />t �.••
<br />2501 S. State Hwy 121. Suite 200
<br />.�', p,+, �LE�a•••
<br />Lewisville, TX 75067
<br />1. PRODUCT NAME
<br />Reference Table 1 for Product names
<br />Exterior
<br />Section Type
<br />Steel
<br />Thickness
<br />Panty Design
<br />Series
<br />Number
<br />Short Panel
<br />170
<br />long Panel -
<br />171
<br />172
<br />25 Ga
<br />Pan
<br />�V12
<br />VS
<br />17S
<br />Short Panel, --
<br />173
<br />24 Ga
<br />L.. Panel
<br />__ 174
<br />VS
<br />176
<br />V12
<br />377
<br />25 Ga
<br />Short P el, 1 5/8 mnil_
<br />L nF P el, 1 5/8 I 1 -
<br />V12,1-5/8"Insof
<br />ISO
<br />Insulated
<br />�
<br />In I
<br />Short Panel. 1 5/8 Insul
<br />185
<br />_.
<br />183 I
<br />Long P net, 1 5/8 1 124
<br />VS 1 5/8"Insul
<br />784'.
<br />186
<br />1
<br />Ga
<br />187
<br />Overhead Door Corporationes,n.,.,.,.e... .r._.. 6L-�J
<br />201 and TAS 203 is largo missile impact a,d cyclic resistance by Certified Testing Labo,wo ieb, 7252
<br />Narcooesee Rd Orlando. FI 32822.
<br />3. Test reports 85948,02 B01-18, 35948.04 801-18, and 85948,06 801-181estm o, accordance with ASTM
<br />E1886, AS1M E 1996 and ASTM E330 by ATi.
<br />4, ma rider- instructions and Supplemental data Shoats prepared by Overhead Dow Cwporwish.
<br />9. CODE REFERENCES
<br />Florida Building Code 2014 Edition and/or Standards
<br />Section 1609 Wind Loads
<br />Section 1710.5.2A TAS 202
<br />Section 1710.5.2.1 ANSVDASMA 108
<br />ANSVDASMA 115
<br />TAS 201,203
<br />10. REPORT SUMMARY
<br />Upon review of the data submitted by Overhead Door Corporation, a is my opinion that the models as de-Nd
<br />in this report corNorm with safe a suitable alternative Is the lock standards and sections in the Fluids Building
<br />Code 2014 add- Wed l section 9 of this mpid.
<br />I7. UMITATIONS
<br />Any reference in this report to the manufaclur., S'most recent' information is a direct eforence to the most
<br />recent intormalion submitted by Overhead Door Corporation to the Florida Building Commission as pan of their
<br />Florida Nei Approval appllalion for the drawings listed in Table 2 of this raped
<br />This evaluation report and the most recent installation instructions, when required by the building official, shall
<br />be submitted ar the time of permit application
<br />The design of the Supporting Sirmhkal elements shad be the responsibility DI the design protaNiorwl for the
<br />building structure and In BlowdanC9 with Curtom building codes for the loads listed in Table 2 0 this report.
<br />The dews shall not be located in areas whore the transverse wind bads exceed the allowable bads shown in
<br />Table 2 of this report.
<br />Theo garage door assemblies wood in Table 2 of this report are not approved for use in the "High Velocity
<br />HwriCare Zone' as defined in the Florida Bondi Cure.
<br />12. IDENTIFICATION
<br />Each Model series covered by this report shad be labeled with the mamufacti rers name ardts trademark for
<br />field identif anon.
<br />Please feel free to contact me if you need any additional inlomdien.
<br />•.` �e Ar. S r
<br />T� fN 4
<br />Mark A. Sawicki Y' ,
<br />FL PE 72613 'ia Ntin"!7 A 1 =•-; � ,
<br />°)sUr nesssP`
<br />Overhead Door Corporation .•
<br />REVISIONS
<br />NO DATE DESCRIPTION
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<br />1OB NO.
<br />DATE
<br />F13C 2014
<br />DRAWN BY
<br />MANUFACTURE
<br />SHEET NO.
<br />OH-1
<br />
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