|
NOTES
<br />"FAT* THACK I YPE
<br />SHOWN BELOW
<br />NOTES:
<br />IMPACT IRFSIF�TANT GiAZING OPTICN-, IMPACT
<br />13 CA HORIZ ANGLE
<br />13 CA ROLLER SIL[JE ATTACHFC TO
<br />BRACKFT NTH 5/16-IB FIOLT & NUT
<br />RESISTANT G-LA71tr, SY�ITEV MAY 017 INSTALLED
<br />N %)p O�4 INITmiMLOIAfE SIECIION (WITH VIR
<br />IN C047CR SLUT AND 1/4-204/16
<br />WIIHUUf DECORATIVE 4NSERTS). GLALINC SHALL
<br />GE 1/4' POLYCARBONATE MAXIMUM GLAZING
<br />13 :;A FLAC ANrLE
<br />-RACK DOLT &. 1/4-?Q HEX NUIT
<br />'HROUfil( ANY TWO ALIGNING HOLES
<br />DIMENSIONS SHALL BE 2 11" � 18,53' CJTOUT,
<br />',I CA QQMIAIEROIAL 'A' FRAME
<br />FA',TfNLJ WIh4 #8 X 1" 5MS: 3X ALONG THE
<br />HORIZONTAL AND 2X ALONG THE VERTICAL.
<br />16 CA VIN HORI7
<br />TOP FIRACKET ATTACHED WITH
<br />SEE
<br />VLrAR. A ON SHEE:1 2 FOR A55EMBLY ULIAILS
<br />TRACK
<br />1/4 14X7/8" SEL�
<br />LLING CRIMPFIIE SCHM
<br />L�. NUN-IMPALT REI�,TANT GLAZING OPITION -
<br />D9U, M!�IMUM SSIJ GLAIING IN MOLDED Ff�AMLS
<br />LAG SCREW (MIN 4
<br />SORE WE, rOUrHER W17H A MINIMUM OF (10)
<br />AS SHOWN)
<br />tie.0' SCREWI !N�,TALLEO N TOP OR
<br />(4) '/4-2Ox1)/16` ARG�
<br />ADD '") 1/4_14�7/8"
<br />INTERMEDIATE St(,T):TJ ('010H �A AIHOLT
<br />HEAD TRACK BOLTS OF,
<br />SELF ORILLJNr cpimrITTE SCREWS
<br />(NSDE OF EACH END HINGE)
<br />115 CA END 'STILE
<br />DECORATIVE hSER_r:;) MEETS JNIFORM STATIC
<br />1/4-20 STUDS WiTH
<br />WINDZESS1,RES SHOWN ON TIIS DRAWING.
<br />1/4-20 HFX Nt-T-,
<br />C,[-A/N(: SHALL HAVE A MAXIMJW HEIGHT OF
<br />15 CA MIN VERT --
<br />2" NYI ON WINDLOAO ROLLER
<br />10,69" AND A MAX,Mt.W I FNTH OP 16.94".
<br />TF
<br />RACK
<br />WITH 4-1/2" STEM
<br />GLAZING IS NOT !MPAC.7 Rr�VTANT AND DOES
<br />N01 MEZ THE RECUIREMENTS FOR WNO-HORNL
<br />DEBRIS RFF(IN)N�1,
<br />1/4 - 20.lj/*6" 1KA1JK
<br />FIC-T AND 114-2j IIEX
<br />.5. MNYt C* W00t) )�)OR SIOP NAILFD A
<br />NUT At EACH JU-JS
<br />MAXIMUM OF 6'* O.0 MUST OVERLAP TOD AND
<br />JAMB RRACXE7 LOCATION
<br />UUTH LNOS Of PANL-S MINIMUM 7/16" TO MU
<br />14 GA WIDE BODY END
<br />NEGATII�E PRESSUIRFS
<br />5/16xl-5/5" LAC
<br />HINCE ATTACHED NTH
<br />4. KEY LOCK SLI10F 10'�K, OR C�PFRATOR
<br />SCREW AT EACH
<br />(4) 1/4-14x5/8" SELF
<br />RFOL)f RFD.
<br />JAMB 13RACKET
<br />TAprING SCRIEWs-
<br />5 LOUVER OPTION - .04C�" MINIMUM L(X;VERS IN
<br />M(;�DLJ IHAMtS SOKLWt.) iO�;ETHER WITH A
<br />tAINIMUV OF (IC,) #t,I" SCREWS INSTAL I ED IN
<br />I E 01 ION ISECIRIN, I JLV�RS ARF NOT IMPACI
<br />RHIASIAN I AND 00 NO� M�E,f THE
<br />15 CA SIIFI`FNFO-
<br />rO,? WND-00^L JLUNIS
<br />JAMB BRA' KETS
<br />le CA NIARRQW UOUY
<br />rcGIONS
<br />SEE SCHELDULE FOR
<br />INTCRMEDIA-FE HINnE
<br />6. SC01101, �jILLL K) 1AVL A MINIMUM 25 CA
<br />QJANI:Y, LOC
<br />AND Y�E
<br />ATIAIJILL) W1111 (4)
<br />1/4- ' 4.5/5"ZILF
<br />_i4g
<br />TH�CKNCS' ,
<br />TAPPNG Sr
<br />I 'A
<br />4
<br />IHE DESIGN OF THE SUPPORT1NC SIRUCTURAL
<br />FI-FMFNTS SHALL BE T14F RESPONSIBILITY OF THF
<br />KFY OCK OR K)F
<br />I �OCK ON[ END (NoT
<br />PRO+1,1.3�iIUNAL QF HELORD FOR THE 9UILOINC O-�
<br />�EUJIRG) W-111
<br />�A CA BOTTOM BRACKILT
<br />STRUCTURE ANI) IN A,,COROANCL W11H CURRENT
<br />(XIERAFUR -- SEE
<br />ATTACHED MITI (2)
<br />LILALOING GOOFS 0" �IIF ;,)A-)S LISILD ON IHIS
<br />NOTE 4), SLJOL LUCK
<br />1/4 '4.7/8* SELF DRILLING
<br />rRAWNG
<br />SHOWN FOR CLARITY
<br />CRIMPTITE SCREWS AND (1)
<br />B. DOOR JAME IU HE MINIMUM 2Y6 STRILICT-JIRAL
<br />1/4-14xt/8' SELF DRILLING
<br />1 TAMPER RE'SISTANT S-_r?rW------_
<br />GRADE LUMBER. r?L1EH 10 JAMB CONNFf.TI4)N
<br />. i®r,7�
<br />SUPPt_FMFNT FOR ATIAt;HMENT TO SUPPORTINC.
<br />NOTE- (4) VCTION S0111)
<br />TURE
<br />DOOR SHOWN. SEE SHEET
<br />2 FOR U-BAR LOCAIIONS
<br />Aln . III.
<br />9 FOR LOW HEAD ROOM LIFT CONDITIONS, TOP
<br />ON DOORS WTH OTHFR
<br />RRACKIFT SHALL BE A 13 A LHR //4 rap
<br />SECTION OLIANVPES AND
<br />BRACKFT WITH A VINN-IM 0� (3� 1/4-14XI/8"
<br />SEE NOTES I AND 2 THIS
<br />B
<br />DRhLINr CRIMPTITE SCREWS IN LIEU OF 7).,F
<br />SHEET FOR OLAONG
<br />r;iFt�
<br />RACKET SHOINN ON T�,IS UI�AWINQ. U-EIAR ON
<br />OP'ION' ,
<br />11-P S CTION SHAII 4r INSTALIFO ON 1OP O�
<br />1HR I (WACKF I,.
<br />10 IN I IFI! * IHV ';H(:,H I PANEL EMBOSSMENT
<br />JAMB BRACKET
<br />SCHED
<br />SH(.,ft, LONG FANNE_ FM6CSSVEhT. V`12 PAN417�
<br />NO. OF JAMB
<br />LOCATION 0
<br />EMbOSSEMENT OP NI,' EMBOSSMENT MAY BE
<br />DOOq NO
<br />!)P
<br />BRACK ETS
<br />BRACKETS M
<br />HEICHT SECTIONS
<br />I
<br />'EACH JAMS)
<br />UF TRACK
<br />FAT-7
<br />7- ',JB-JS). TO- (Jtl-US). 21-5/4' (J3-US), 29-3/4 �JB-US
<br />I
<br />14 CA M IN
<br />HEADPLATEL
<br />Z_ �F CA HnRI?1,)NTAL
<br />TRACK
<br />LAC
<br />SCREW
<br />I b GA MIN
<br />AT EACH
<br />TRANSITION ELIAPSF
<br />JAMB
<br />16 CA MIN VERT
<br />311ACA
<br />,2 CA JAMS
<br />(2
<br />R R ACKF.T$
<br />SCHEDULE FOR
<br />011ANTITY
<br />LOCATION AND
<br />TYPE
<br />TYPF
<br />. ..........
<br />8 7
<br />4
<br />9
<br />AMON$
<br />? I*N -Am 0II/CZ/It ONOPI 'J s, -F 19row 9L/1 V NO (13SOL W 4�1
<br />In IOWWW -INON Gio T XXX
<br />�*o -0 'A
<br />IL PER F,`
<br />NOW10', ED T W COO-/4". oou*
<br />JO JJNn
<br />W =Q*o 1,,I -_ . 1' T X" 2M., /000, � ON, 01
<br />30IM x*4 '6SM
<br />�6 SZ' 4 :SWOMAN Lrz,
<br />QIAyl �,�o *
<br />IM02t 'OLI S31N3S I"N TXXIIA I
<br />14SNIA ��Nw_ ____
<br />Noitnuj" aboa (wAtE_,vko jo iRENDo tapam =33ds 3HI InDRIIA ISO.Wnd �W SOJ U 3Sn 01 MUnNORIN HO 3SNVI V SW 2i"3dO 01 03ON3W SI WaWWOM W 911!�YHU SHL .40 AW
<br />JO 3blulova CN Now UY11,10" .40 JMSNQO KMW Wflid 301 1rMA aNOAMV 01 OM-MIG bU H�NNM AW N11 111103 4 ION AVVI '1111d N HO 3100 N1 "DW041WNI ONY
<br />ONVIAV40 SM _53wywim, ggn4 SIJ ON* t4lywamo Woo W JO AU3Md MS2MLW N4PQq1JN03 IHI AN N04:111 03NWIWO WIV"WJNI 11310 IN S-imAkwo :1111
<br />siNLN Neuxwswo M1 am* 4 NoilvaA3t,,
<br />OOR
<br />D
<br />801 Aft aiavow rGs sWN I ow NNQI
<br />L6zqot 3i X1
<br />ELM 3d 13
<br />009L Xi 'FITASK31
<br />ooz 3iins izt AmH kvis q Logr
<br />r
<br />:Id 'OiOlmVS v )4ajvr4
<br />A dAl .3-11s 17V IV
<br />SM380S al.UdAW ON1111W
<br />313S W
<br />J-Lum save-n Hovjiv
<br />ALVNOaMV:YA_I0d
<br />,V/1
<br />C
<br />LE
<br />F CE14TERUNE OF jAM9
<br />EASURED FROM BOTTOM
<br />(ALL DIMENSIONS ± 2-)
<br />), 39- (�0-97_49- (JE-US), 57-1/4- TJU-US)
<br />_N G: H - C,
<br />!)41/4" (STO). 6 (STO'
<br />FAT�7
<br />2" IJU_tA�). 10* (Jd=u�). ;.!--'/4- (JB-US1, ?9-3/4 e 52-1/'i" (ai-LS). fjI-1/4* NIJ-Us)
<br />,JL
<br />NOR-6
<br />5* (STD). ?2" (570). 55 3/4' (STD). 54-3/4" (STD,. 67" (STD), 73" (Sm)
<br />7'-- 6'.
<br />FA--b-
<br />2. 'J8.-uSI, 10- is US�. 18- 4' 41-T'. 26-30L JSA 3763- 5 -1/4" 08-US). 74-1/2' ,Ja-us
<br />NOR- 7
<br />W-USiLA06-US1.
<br />)J, 6�_ 5
<br />-its tie-US2, Z1-.1ZZ LM
<br />NGR-7_k�SID
<br />n- I$TD�_,55_.1/4- (S�Bt, n LSTV�
<br />NOt SEILOW - __ ,
<br />7i
<br />....... .. ............ .. I - ... I —
<br />S f A I R, P� J. RA I INOi APPROVr -D lzc�,
<br />--------------------- -
<br />MAY, WV)PH:
<br />MAX liC16IT: 14'
<br />RATCL): MP�X �;E",. 14- )N H E K T-, 2 1
<br />B
<br />OR AND Nl-.R) FrAI-OWNG UIVEN�JCIN OLINUILS 5LOTTEE) JAMB BRACKET ATTACHED 10 [RACK NTH 114-20.9116' TRACK SOLT AND NUT AS SHOW ABO%?E
<br />MARK A. SAWICKI, PE
<br />ALL DOORS GREATER "'HAN 8' IN HETCHT RFOIARE USE OF CONTINUOUS WALL ANCLE SEE SUPPLEMENT TRACK CHARI FOR DETALS. 2501 51. STATE HWY 121, SUITE 200
<br />LEWISVILLE, TX 75067
<br />FIL PE 7261,1
<br />TX PE 106291
<br />I PROFESSOA EN0NEER'S A
<br />SERES 11170-177, 18n 187 SM PROVIDED ONLY FOR U
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />DOOR
<br />WOTH
<br />DOOR
<br />FEICHT
<br />UNIFORN LOAD EACH JAMS (PLF)
<br />,.-n.
<br />ALL
<br />W-O,
<br />I IMFICOCIN OF MNID LM CONSTRUCTION MTAII
<br />TIC DRAIIIINIO� AND ALL OT!IER INFOR"TION COWrA44ED HOWN ARE THE CONFIDID111101L " PA"CARY PROPERTY OF OVEMIEW WOR CORPOR00 A14D M AFFILIATED COMPANAM NIS. DOWING
<br />AND INFORMATION, IN WHOLE OR IN PART, MAY NOT BE COMM IN ANY 0)".R OR OMLOSED TO MYORE WITMT THE FRIOR WRITTEN CONSENT Or OW*M DOOR CO"ORATION. NO OISOLOSAE OF
<br />AW OF THIS MMNG OR WORA70 IS WDM 70 OPERAlt AS A LICERSt OR AUTHORIZATION TO USE IT rOR ANY PU%VSE WITHOIDT IRE SITEM VAMA C049W OF MkIM WO 06*MTION.
<br />..... .....................
<br />.1.9m I FINISH
<br />rAYLOR 10/15/101
<br />WMItul lu*14111 5 110. 18OWL
<br />25 V G. 9' VAX 0 1,
<br />.25, TO 1.006/ DO3 �v WDE
<br />aylk�41 aVER .500 .00V_ A I UNIT or W. IQ,
<br />OOJ ,E SAVACXI /25/10
<br />D-411043
<br />W.Y C 31A
<br />REF llifr� USED 01. F. TJONG IwAr. PJ T 7; �w I w 2 1 me .8
<br />4 SNOISIA3H
<br />,,1 41 0 MINDS
<br /><1 J"V
<br />11 — 2
<br />sbvb�n is)i Do vo oz x (s)
<br />HLIM SdOOG N0110S W
<br />LNMOHS SY 031V�101
<br />S6V6__rI ISS 09 V0 OZ .9 U)
<br />H1101k S600a NOLL03S (9)
<br />e<
<br />WOH5 SV OaLIVD01
<br />8vR-n r,)4 ov v!�, oz: c (s)
<br />—Rum SNOOD MD11135 (q)
<br />L 9%OHS SV 031V301
<br />I'm OQ V1 Oz V, (a)
<br />14111A S8000 1,101038 (L)
<br />WOHS Sy 031VD01
<br />shys-I IS)l ON VO 04 .5: (01)
<br />�_HLLVA 50OLYJ WJI1D3S M
<br />90FFfflrN8:7T
<br />__F_
<br />W*
<br />v
<br />IP
<br />3
<br />U
<br />SA f'-'
<br />IV
<br />A- SAtk
<br />2 3
<br />The Genuine.The Original. C, E n
<br />4
<br />7?6113
<br />00
<br />Nwk ;2�6 3
<br />6, All a,
<br />Overhoad Door Corporation W ft
<br />J Z
<br />S:.,� H.y.;I, Su,te 200 =-D-. 1 /14,1 -�P* STAfE OF
<br />I.- TX 75567 P
<br />0
<br />%
<br />rh�t,e 4 9 �497 I00 STATE OF 4 0
<br />P.- 4e� 4977R�
<br />oz, 0
<br />JarnbAftechmen MIA
<br />N 201 and -203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />Method of securing the door to the mounting surface is cletalle Narcocissee, Rd. Orlando. F1 3282-2.
<br />d In th Supplement, P/N
<br />11.1"rZ 111
<br />November 131h 2012 4112411. 3, Test reports 85W.02-801-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
<br />Z SCOPE OF EVALUATION tillillest . E 1886, ASTM E 1996 and ASTM E330 by ATI.
<br />Structural Transverse Wind Loads and Largp Missile Impact and Cyclic Wind Pressure Resistance. Since every 6. INSTALLATION 4. Installation instructions and suotarmental data sheets prepared by Overhead Door Corporation.
<br />door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida All drawings listed in this report are to be installed in accordance with ft most recent manufacturer's published 9. CODE REFERENCES
<br />Product approval 9N-3, were used to analyze the doors and make the wind load designs. installation instructions/drawings and this report. Florida Building Code 2010 Edition and/or Standards
<br />Subject: Evaluation Report for Models 170-177, 180-187 The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these Section 1609 Wind Loads
<br />3. U$ES instructions/drawings shall be available at all times on the job site during Installation. Section 1715.5.3 TAS 202
<br />The series number garage doors listed in Table I are used for residential and commercial applications with For information about the mounting of the door to the building structure surface, please reference drawing Section 1715.5.3.1 ANSI/DASMA 108
<br />To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA 115
<br />SUBMITTED BY: 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS TAS 201,203
<br />Overhead Door Corporation General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY
<br />The series number garage doors fisted In Table 1 are sectional overhead garage doors and are constructed of Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following t
<br />2501 S. State Hwy 121, Suite 200 �ables: Upon review of the data submitted by Overhead Door Corporation, It is my opinion that the models as described
<br />Lewisville, TX 75067 galvanized steel sec6ons with a two coat polyester finish. The doors are two-inch thick raised panel or flush, Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating In this report conform with or are a suitable alternative to the code standards and sections in the Florida Building
<br />with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. Tho Code 2010 edition listed in section 9 of this report.
<br />1. PRODUCT NAME panels are 24 and 25 gage ASTIM A653-OO galvanized FS Type 9 steel, and finished with an ASTM A525 made For Series Number Shown in Table 1
<br />up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end 11. LIMITATIONS
<br />Reference Table 1 for product names emaL nm on c, a &11 11— HI � A �# ; W; 1 4
<br />Section Type
<br />Exterior
<br />Steel
<br />Thickness
<br />Panel Design
<br />Series
<br />Number
<br />ShortPanel
<br />170
<br />el
<br />25 Ga
<br />172
<br />V5
<br />Pan
<br />.175
<br />F_
<br />Short Panel
<br />1/3
<br />Long Panel
<br />174
<br />24 Ga
<br />V5
<br />176
<br />V12
<br />177
<br />25 Ga I
<br />Short Panel, 1-5/8" Insul
<br />Long.Panel, 1-5/8" Insul
<br />180
<br />181
<br />V12, 1-5/8" Insul
<br />182
<br />Insulated
<br />_T:s7m_�
<br />V5,1-5/8" Insul
<br />18S
<br />183
<br />Panel,i-5/8" Insul
<br />24 Ga
<br />LongPanel, 1-5/8" Insul
<br />184
<br />V5 1_�/8"_I.n.sul
<br />186
<br />1.87
<br />V1 , 1_�
<br />/8" Insul
<br />Door Tracks
<br />All door assemblies listed In this report have both vertical and horizontal tracks ranging from a minimum 16 Me
<br />to minimum 15 gage, 33 ksl steel and finished with an ASTM A525 0-40 galvanized coating. The vertical tracks
<br />are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's
<br />installation instructions/drawings.
<br />Gla_z&d Seplions
<br />The drawings listed in Table 2 of this report with glazed openings that meet, the requirements for impact
<br />resistance have glazing that is made of 'Wpollycarbonate constructed per drawing 410776 or an equivalent
<br />product approved for use in Florida, and can bo installed in the top or intermediate sections of the garage door.
<br />These assemblies are available for use with the glazing option in wind-bome debris regions and are indicated so
<br />In Table 2.7be maxim urn glazing dimensions shall be 18.66" x 1.2.26.'
<br />The drawings that are not indicated for use in wind-borne. debris region& With the glazing option are available
<br />with a minimum of 0,090-inch thick standard SSB glass Windows that are installed in frames and lnserled�lh the
<br />top or intermediate section of the door, The glazing is not impact resistant and does not mW the requirements
<br />for windborne debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass
<br />size: limitations.
<br />Wind Load Bracing
<br />I
<br />All drawings listed In Table 2 of this port are braced on the insideof the doors with three inch horizontal
<br />ny , eience it I, s epon to tive manulacturers most recent imormation is a direct rulerence to the most
<br />recent information submitted by Overhead Door Corporation to the Florida Building Commission as part of their
<br />Florida Product Approval application for the drawings listed in Table 2 of this report.
<br />This evaluation report and the most recent 1 ristallation instructions, when required by the building official, shall
<br />be submitted at the time of permit application.
<br />The design of the supporting structural elements shall be [tie responsibility of the design professional for the
<br />building structure and in accordance with current building codes for the leads listed in Table 2 of this report.
<br />The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in
<br />Table 2 of this report.
<br />The garage door assemblies listed in Table 2 of this report are not approved for use in the "High Velocity
<br />Hurricane Zone" as defined in the Florida Building Code.
<br />12. IDENITIFICATION
<br />Each Model series covered by this report shall be labeled with the manufacturer's name andior trademark for
<br />field identification.
<br />Ploase feel free to contact me if you need any additional information.
<br />%01114111110" 40
<br />* A - SA PV,
<br />.......... Z
<br />N V. .1 celft
<br />Note 1: The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact 06
<br />STATE or :ZZ spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTIM A653-00 steel with a minimum yield Sincerely, N
<br />�� 2
<br />0 resistance, and therefore may be used with optional glazing in the wind bome debris region. N
<br />0 A% h of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating, The gage and
<br />strengt
<br />0 R.t quantity of U-bar braces varies depending on the amount of vAndload resistance required and the height of the 10 t
<br />.... .. door. 8. SUBSTANTIATING DATA S
<br />I � Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108. STATE OF
<br />IWO. 0
<br />silill%0% In addition to three -winch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report aria 4
<br />krO^&A %AA+jA L-4i—I 4� L� — ^4 (1 `1.�K ;�H, +k11-11 arla,3�,rim 1. : -11— -rk- 4 * - 2002 for transverse wind load and ANSI/DASMA 115-2005 for larae missile imDact resistance bv ETC AA-.& A 0—A-L;
<br />Windload
<br />Specification
<br />Oetion Code
<br />Maxim.um Size
<br />Positive
<br />Design
<br />PSF
<br />Negative
<br />Design
<br />PSF
<br />Reinforcement
<br />Qlaming
<br />Available
<br />(Yes/No)
<br />Door Impact
<br />Resistant
<br />(Yo"o)
<br />Width
<br />Height
<br />41 - I * 039
<br />411
<br />91-01.
<br />14'-0"
<br />15.90
<br />18.20
<br />3% 20 gage U-bars
<br />Yes
<br />Yes
<br />No
<br />No
<br />91-0"
<br />14'-0"
<br />22.90
<br />26.30
<br />3", 20 gage U-bars
<br />411041
<br />91-01,
<br />14'-0"
<br />26.90
<br />30.80
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411042
<br />91-0.
<br />14*-0'
<br />35.70
<br />41.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411043t'i
<br />9-_01.
<br />14'-0"
<br />46.00
<br />52.00
<br />3", 20 gage U-bars
<br />Yes
<br />Yes
<br />411044
<br />16'-0'
<br />14'-0'
<br />12.40
<br />13.80
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411045
<br />16-0-
<br />14'-0-
<br />15.30
<br />17.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411046
<br />164'
<br />14'-0'
<br />23.00
<br />25.00
<br />3", 20gage U-bars
<br />Yes I
<br />No
<br />4110471"
<br />16-0"
<br />14'-0"
<br />30.00
<br />33.50
<br />3", 18 gage U-bars
<br />3", 18 gage U-barts
<br />Yes
<br />Yes
<br />Yes
<br />Yes
<br />41104"
<br />161-01,
<br />14'-0'
<br />34.40 1
<br />38.30
<br />411047
<br />16'-0"
<br />14'-0"
<br />46.00
<br />52-00
<br />3", 1 8 gage U�bars
<br />Yes
<br />Yes
<br />411050
<br />W-O"
<br />14'-0"
<br />12.40
<br />13.80
<br />T, 20 gage U-bars
<br />Yes
<br />No
<br />4 t 1051
<br />18'-0"
<br />14'-0"
<br />18.50
<br />20.70
<br />3", 18 gage U-bars
<br />Yes
<br />No
<br />41105211)
<br />18'-0'
<br />T47 0'.
<br />34.40
<br />38.30
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />411053(11
<br />18%6"
<br />8`-0" 1
<br />34.40
<br />38.30
<br />3", 20 gage U-bars + (1) Alurniniurn Post 1
<br />Yes
<br />Yes
<br />41105,01
<br />18'-0*
<br />8'-0" 1
<br />46,00 _I
<br />52�00 1
<br />3", 20 gage U-bars + (1) Aluminium Post I
<br />Yes
<br />Yes
<br />00
<br />CO
<br />
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