|
5 4 3 2 1 1 C1 Z
<br />NOTES �- r "w m,r.rmnr ooc xw.e.� r1 _ _ •.0 mFwa �:v,.,, H:i•: + 010 T. XxX
<br />REVISIONS 2 ,• aa,s '`sl'N %wan O:/£Z/It ONO c s 1310M st/I s
<br />•Ofn , RE+.Lt,t FtR l'...,.._r, £�Q. 117-V 0L NOIMYS ,W'�
<br />'FAT" TRACK TYPE SHOWN BELOW I 3ElfI UNrf CO- s xx' fOp' /900'+ OEM" 113A0
<br />/sz/ol
<br />3JC-17 A. eA r Cr I m IK 13 -•fR +. mmo n,amn !0 LNn t' T X' f00'-/900 h DOS' 01 ISL'
<br />- 3 .,A RC1_I F.R SI I A, ATTACHED TO SO% 4 fI aCv �eN -E" 3(11M XVh ,6 '6$M
<br />r aul Ol/SL/Ol >30l/Yl 'O sa s :sN3NnIw L)�+ Ifr rpON,
<br />1. RESISTANT
<br />kLA7IN . GLA2mM OPTION- IN IMPACT 13 GA HORI7. ANGLE "'- RRACKCT WITH b/16-18 ROIT k NUT 1M09L '01. S3163S 'n•vl ftl '�� "$ "�N '"t
<br />RESISTANT NIERNC• 5`fE '4 MAY DC INSTALLED IN CENTER SLOT AND t 4-2Ux9 16" - �a...I" o •erP, t""'" O.""°""'t" H51N13 -0p14 A~-M-XrnmAna
<br />IN TOIL OR IN tEHMEUTA IL SEC t10N (WITH OR / / - 'NOILYNOMOO B000 (M3FW3n0 JO 1R3SN03 N3111F➢A OUI33dS M 1nOH11M 3SOMI d A V 801 if 3SD 01 NOUybiQHInV 80 3SN33n V SV 31"B ,10 01 031W31f4 SI IJOt
<br />WITHOUT DEGCRATIVE INSERTS). GLAZING SHALL 'RACK (JOLT 8c t/4-2tl HEX NUT " ---� - JO JB1350'•0510 ON 'NOLLYd0dNO3 a0IX1 tN9FIHi40 30 JN3SNOO 1gL1IMM flOWd 3Hl 1TKMilYA 3NOANv Ql 0350TOSB) tlU M3HFNN ANY N O31d0O dB 1pN A141 '1mYd
<br />BE 1/4' POLYCARBONATE. MAXIMUM GLAZING 13 GA FLAG ANGLE ?HROU:.M•I ANY TWO ALIGNING HOIES— V_ i K - ONII&M Sutl-S31NVJINOO 031NUN $It OW NO11VW4?J O: WOO Oy3.- JO AU113J031d Aflwki0Nd Q,Y 1Y011WOUNDO All 3LW Nt3$3H (3NTF'1N0O NOo"W
<br />DIMENSIONS SHALL BE '241" x 18.53" CJTOUT, 'J CA CCMMERCIAL 'A' FRAME -� w. 'SlIY13O NOiLX81SNOO 4tl01 QMIA JO NOLLY iak
<br />FASTLNCJ WILT 05 X I' SMS• 3X ALONG THE TO CA MIN HORIZ -. ,w TOP BRACKET ATTACHED WITH . V 90. CA CENTER STILE 00�'TR :
<br />f� DETAIL 4 ON S31LL1 L ON ASSEMBLY CAL.DETSE. ' (t)) 1/4 CRIMPRTE S(:kE'pAS.....-.- -- .. - I (� dDj ^1ND 030N021d 1V3S $,a33NroN3 IYNIxSS?iOHd
<br />L' HORIZONTAL AND 2X ALONG THE VERTICAL. SEE TRACK f -•� (f) r - az//8" SELF L/ L6690L 3d Xl '
<br />5/tsxl-5/d" / 3 \— _ _ £t9�C 3d l3
<br />t NON -IMPACT ItEISTANT GLAZING OPTION - ,. Ilj ? ( s !, - _ 490SL Xi 3111ASIM31
<br />CREWED TO�ETHFR 'A'lll A MINIMUM LU IRAMES �' `CROW (MIN 4 1 -
<br />IN AS SHOWN) — _ ocz ns zt tM 31v1S osz
<br />,rBxU' SCREWS .N' MINIMUM S,9AL E21NN TIN' , R OF ('0) 1 _ - `' ADG ;2) 1/4-14z�/8° 1 - - ;� I 311Jd ' XOIMVS�'V AbVINs
<br />(4)'/4-2Ox9/16' _ARGE .
<br />!h IL4MEUIP It SE:, LION (KITH CYi WITHOUT HEAD BOLTS OR I SELF ORIWNG CRIMPTTE ;CREWS + i li �•i
<br />DECORATIVt INSERTS) MEETS JNIFCRM STATIC 1/4-20 STUDS WTH (NSiDE OT EACH END HINGE)—, i6 GA END 511,.E
<br />WIND PRESSURES SHOWN ON THIS DRAWING. 1/4:-20 HFX NUTS
<br />GLA 1NG SHALL HAVE A MAXIMUM hImH'r Of' '! -+' "„
<br />IO o'? AND A MAXIMUM LENGIH OF 16.94" 15 GA MIN VE31 4 _ NYLON WINDLOAO RCHLER
<br />- _ .
<br />--' GlA71NG IS NOT IMPACT RESISTANT AND OC)ES 'PACK NTH 4119" STEM _- `��� _--,•1i t _ - _
<br />NOl MEtI THE REOGIREMENTS FOR WIND -HORNS
<br />DEBRIS REGION
<br />'. IJG 1- AND 1/I-" L-FX
<br />I 4 2OX9 'U IKACK
<br />J. ANY. OR WDOI) X)OR StOO NAILti1) A NUT AT EACH 6-J'a
<br />MAXIMUM. OF 6' O C MAST OVERLAP TOP AND JAMR RRA( KET LUGAIIUAI
<br />BOTH ENDS OF PANE-S MINIMUM 1111;" TO MEETTNNGE AT?ACHED NTH
<br />14 GA WIDE BODY END
<br />NECALLE I'RE`51;I)RFti < - _ �=' •--"�
<br />5/16x1 5/8" LAG
<br />4 KEY' LOCK 51,10E 107K, OR OPERATOR SCREW AT EACH !)'* (4) 1/4-14x5/8• SELF �/� a,1
<br />t
<br />REQUIRED. JAMB BRACKET
<br />TAPPING SCREWS ----
<br />0 �� s--��
<br />5. IOUVER OPTION - 040" MINIMUM LOUVERS IN
<br />C M -DED, ("NAMES SC:h'LMt.) IOULIHER WITH A _ / y� T�.�---"�~'"• C - : r
<br />MINIMUM OF (10) #8.1' CRFW5 INSTALLED IN I -�1i 4 - - _
<br />RESISES BOTTOM SECTION OI'V t ARE NDl IMVACI e� B pA NARROW OOUY
<br />TANT A'al) DO IM I -U0 T, IS GA STIFFRRAC NFD , ._ .. • " - �� r �-
<br />LGJ!HEMLN IS h0`! WNU-{ill:+NE. 'JF WRI'' JAMB HRA KETr �Ir O�_ "
<br />t EGIONS. r ' IN TERMFMATE HINGE
<br />aEE S(�ELDVLE FUR _ (
<br />6. SECTION STCFL TO HAVE A MINIMUM 26 GA OUANITY, LOCAIION, AT'IALHED WITH (4) _ !
<br />AND TYPE /!. 1/4-1405/8 SELF -�_� - -
<br />THICKNE55. 4 TAPPING SCREWS ---
<br />KEY LOCK OR SLIDE
<br />7 THE DESIGN OF THE :,UPPUit TING STRUCTURAL-
<br />EIFMFNTS SHALL BE THE RESPONSIBILITY OF T4 LOCK ONE END (NOT RFOUI-
<br />RTH '' -4 TOM BRACKET
<br />PROFESSIONAL
<br />PROFESSIONAL OF HECORU FOR THE BUILDING OR PAOPERATOR .. FO BRACKE W.._.�"' ` GA BOTTOM
<br />SIRVGIURE AND IN ACCORDANCE WITH CURRENT ATTACHED WITH (2). �--�"-
<br />POILDING COOLS FON IHE LOADS LISTED ON TF11S NOTE 4). SLIDE LOCK I % 1/4- 14x7/8- SELF DRILLING
<br />f7HAWING. SHSHOWN FOR I CRIMPTITE SCREWS AND (1) - - • _�, - `
<br />.�.
<br />: i E 1/4 14x'S/8° SELF DRILLING
<br />8 UUOR JAMB TO BE MINIMUM 2k6: STRLCTURAL _ --( TAMPER RESISTANT SCREW-'------4
<br />GRAUE ;_UMBER. 4V.FFR TO JAMB CONNECTIO?I1. _ -
<br />ill'P MENT FLXI ATTACHMENT TO SUPPJN 13NG 41Qt1:.. (4) SECTION S01 h) h _¢ - - - _ l '• "TATIL P:?L•,:illtZh RATiNG5 1PPNOV'-C1 'SIZE
<br />STRUCTURE DOOR SHOWN SEE .,HEST �_- 4Y -.--" : - u 1 _ _ - -'-- - _. .. ..... _
<br />2 FOR U-BAR I W.ATION5 -�.—z ,ram .�� i ! _ _ . _ ! a '/ _.DIE'F KE MAX tirJ (F : y'._
<br />9. FOR LOW HEAD ROOM UFT CONDITIONS, TOP ON DOORS. WITH OTHER - - - _ -~
<br />�..- --• . - - �--� it.5'J c.
<br />BRACKET SHALL BF' A 13 CA 1HR 7/4 TOP SECTION QUANTITIES ANO - - - ""� r - �- - MAX I E1C>FiT- 14 -
<br />HHACKFT WITH A MINIMJM 0° (J) 1/4-14x7/8" FEE NOTES 1 RNLI 2 THIS _ _ �•=""`- IUUAL% / Y�-1r RATE[)._ 'YLS MAX sEcTION JILI61 ! 21' :
<br />SFIF DRILLING CRIMPTIT= SCREWS IN ;:EU OF THE SHEET FOR GLAZING
<br />BRACKET SHOWN LIN IFIS WhAWNG. U-BAR ON OF, 3
<br />.10N.i. ---- U t
<br />TDP SF': IION SHAD . dE INSIALLFU ON TO- OF ... J
<br />IHR CUP URACKF IS.
<br />10. IN LIEU OF THE SHORT PANEL EMBOSSMENI
<br />SHOWN, LONC PANNEI FMH055MENT, V12 PANNEL
<br />EMBOSSEMFNT OR NO EMBOSSMENT MAY BE
<br />U SFD,
<br />JAMB BRACKET SCHEDULE
<br />DOOR
<br />NO. DF
<br />O, OF JAMB
<br />BRACKETS
<br />LOCATION OF CLNILRLINE OF JAMB
<br />BRACKEt5 MEASURED FROM BOTTOM
<br />HEIGHT
<br />SECTIONS
<br />(EACH JAMD)
<br />OF TRACK (ALL DIMCNSI-FS t 2"1,
<br />5._,.6..
<br />4
<br />FAT-7
<br />2 ,JB-US. TO JU-V5 , 21-3/ 4 (Ai -US). 29-3 4 ',JB-U , 39- (,L-us). 4 JB-U , P-1 4 50-55
<br />NCI?-6
<br />S STO 22S 35 3 4 54-3 4 f;:/
<br />FAT-7
<br />?" r.JB-JS 1O- �JB-US 71::5 J3-US 1 29-3 4' ,n-US 42" 48-US 52-1 2" (JU-US 63-1/ 4 JR-JS
<br />NGR-6
<br />.AT
<br />5""STD 22 QSTO-, 35
<br />"_SS_DT4
<br />S'. 7:3
<br />FAT-8
<br />_T' t 36'
<br />2' JB--U , 10 U " JD-- ,
<br />S . . J US
<br />--
<br />-i
<br />4._-_-,.1
<br />.
<br />_5._.....
<br />- NGR-7
<br />U.
<br />LIS.
<br />JS»--.1/42"" --
<br />S 'S
<br />-.-.
<br />iB U-73f1
<br />JQ),
<br />..._0R•0„•
<br />..._._.
<br />_d._ ...
<br />NGR-7
<br />TDJD,
<br />,Z[JJ2,41r58
<br />.)�'_SBf-U 771 .Th J ~ ..T 54-1 4 $TDfiJ$l(5
<br />_.8.T 8'
<br />.3 .4
<br />.JbJ,
<br />_-
<br />..__ .. ---_2
<br />B2E.LOW
<br />1v 1 1:.
<br />(.NM AND N,;R) FGLLUWNG DIMENSION DENOIES SLOTTED JAMB RRACKEI A31ACHED TO TRACK 01111 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABDVE,
<br />MARK A, SAWICKI, PE
<br />ALL. DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE -SUPPLEMENT TRACK CHART FOR DETAILS, : 2501 S. STATE :HWY 121, SUITE 200
<br />LEWISVILLE, TX 75067
<br />FL PE 72913`
<br />SERIES 170-177) 180-187 PROFESSX,1NArL ENGITxPE NEER'S'SEALzSI O
<br />SEAL PROVIDED ONLY fON ~
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />DOOR
<br />WGTH
<br />DOOR
<br />FEICHT
<br />UNIFORM LOAD EACH JAMB (PLF)
<br />+184.0/-2080 _...
<br />9,-0"
<br />ALL
<br />+207.0/-234.0
<br />VERIMATIGN OF MNND LOAD CONSTRUCTION DETAILS.
<br />THE DRAWNOS AND ALL OTHER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PRORMETARY' PROPERry OF.GVBHEAO. MOOR CORPORATION AND ITS ArFILMT.EO. COMPANE'S. TIIIS DRAWING -
<br />AND INFORMATION, IN WHOLE OR IN PART: -MAY NOT BE COPIED Mt ANY N718JER OR ppS5��LOSEO TTpp A�NYONE WMOJT THE FRIDR WRI11'EN CONSENT: OF pt�RFW DOOR-L'ORPORRTIDN. NO OISG_tKUR F :
<br />ANY Or Tw ORAWNG OR INFORMATION is k1FENDM M OPERATE AS A LICENSE:OR�.AUTFIOMZAtroN TO USE IT rOR AN'i:PDRPCSE Wm (1T INC 9REtXi1C WRI77EN CONSDo OF OVERHW DOOR GdiiPORAiION.
<br />-- ........ _... ----- ....... Nj.
<br />NWgA,'-- .X 1: .3. NISH n ,.. , ,I„•",t - ....... - - Na AMF._.._.. —TRIES
<br />...........
<br />DER .251 "tlm; YA+O�m r .Da Fi)NITA 3+' i 0. TAILOR To/Th/30 SERIES 170. 18OWL
<br />NuuBFRs: T. WS9. 9' VAX WIDF
<br />- . (M T.5 0 +.D !008/-.0103 ,wva,w
<br />„I
<br />OF o.,..m ,m �
<br />ev,c+oexnr.Fa t1YtR .5(10 t.oup/ .W3 :MEASURE. M. SAWIGI(I. 10/25/10'
<br />s .XXX ' t.010 NONE : .,.t
<br />us-- c F'A;: r
<br />REF DWC USED ON ! iJts ANIXES: t _5' - F. TJONG 11/23/,0 trA,[,. N.T-e,_ ras+ i r 7'- tlwmanaw Nx,m:•atG
<br />F, 7 - F �- 5 4 3 2
<br />i7
<br />E
<br />----dAl rNOLLY00} 31LLS lTY 1Y
<br />swDi'Js madWtao DNr tbu
<br />H11M suvEI-n HOvllY
<br />9
<br />J 31YNOELIVOA10d .,4/
<br />NMOHS SV I331VOO1
<br />SITYB-n ISN OS YO Oz .X (S)
<br />H11M SH000 N0003S (1')'
<br />NMUHS SY 031YO01
<br />SITY6- n ISN Oe YO Oz "C (Z)
<br />H11M SHOOO NOI1339 W
<br />NMOHS SV 031YODl
<br />sl3we-n ISX Do " oz ,s (0)
<br />H1IM S14000 NOLL73S (9)
<br />NAIOHS SV 031W301
<br />sate-n Ism CQ Y.-) or. a (6)
<br />HIVA sd000 Nott03s W
<br />WOHS SY U31Y3U1
<br />SITYB-11 ISX OB VO 07. ,S: (00
<br />H1YA SdOW NOIlO3S (B)
<br />V
<br />9
<br />1
<br />M3uos-M13NL33H!
<br />31YYHJ 601b31R.
<br />L
<br />31NYaJ I fl
<br />11a31X3
<br />*t�t>tfstsir�r SA
<br />A SA
<br />.. � .VC; 0.The Genu i ne.The Original. w�` 3?"•. `jGEN� tip' �•� "� � • LC se.
<br />� �• 3
<br />161
<br />2673„� �'r/ ! r Z : � r
<br />t�jir-e` 4•'' ~`'-- a Overhead Door Corporations///A•7, / •' ,� C '
<br />l
<br />2501 S. Sate Hwy r21: Saute 200 � /♦rn,.. ♦'• .TTA'I%E OF t.�
<br />i vsvilb,TX-5,367 P . ',.rt tMt jo0 .• �` p,:• `c(`o
<br />Ph ne 4G9 549 P00 r STATE Or- l'C/'.' : , ) . N -4
<br />F, 4h ,447291 �;© p� .:`Nat` .lamb Attachment �SS� U � ���� 201 and TAS 203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />www.nve.haaddoor.com •sue ��,�
<br />••.,+D R 1 e• ,� Method of securing the door to the mounting surface is detailed in th�8yq�rilllt�"tib�► Supplement, P/N Narcoossec Rd. Orlando, Fl 32822.
<br />November 131112012 f"14 YONAL C 'vO 411241. 3. Test reports 85548.02-801-18, 85948,04-801-18, and 85948,06-801-18 tested in accordance with ASTM
<br />2. SCOPE OF EVALUATION E1886, ASTM E 19% and ASTM E330 by ATI.
<br />Structural Transverse Wind Loads and Lar ea Missile Impact and C Cyclic Wind Pressure Resistance, Since eve 6. INSTALLATION 4. Installation instructions and
<br />gy every supplemental data sheets prepared by Overhead Door Corporation.
<br />door size cannot be tasted, engineering analysis using a comparative analysis, as permitted per the Florida All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published 9. CODE REFERENCES
<br />Product approval gN-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, USES instructions/drawings shall be available at all times on the job site during installation. Section 1715,53 TAS 202
<br />The series number garage doors listed in Table 1 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, t ANSi/DASMA 108
<br />To Whom It May Concern. specified allowable design pressures. 411060. ANSI/DASMA 115
<br />TAS 201,203
<br />SUBMITTED BY: 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
<br />C r r '
<br />general Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010 10. REPORT SUMMARY
<br />Overhead Door e o o at,on
<br />P
<br />Florida Building n r Code and shall notexceed the allowabl n r 'n I i The ri m r # a transverse se wind loads shown n h following se es nu be ara a doors fisted i T e are st etables: n Table sectional overhead a r r constructed fn review i d t ea garage doors and are co st acted 9a e o the data submitted Overhead D 9 a d b Ove cad Door Corporation,it m 9 g agUps opinion that h model described
<br />Y t o the s as desc bed
<br />2501 S. State Hwy 121, Suite 200 galvanized steel sections with a two coat y p
<br />Lewisville, TX 75067 g polyester finish The doors are two-inch thick, raised. panel or flush, 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. The Table 2: Models 1701180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition listed in section 9 of this report.
<br />panels are 24 and 25 gage ASTM A653-00 galvanized FS Type 8 steel, and finished with an ASTM A525 made For Series Number Shown in Table 1
<br />1. PRODUCT NAME 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 stiles and 20 gage steel center stiles. A of • h' "
<br />Section Type.
<br />Exterior
<br />Steel
<br />Thickness
<br />Panel Design
<br />Series
<br />Number
<br />Short Panel
<br />170
<br />-
<br />Long Panel
<br />- 171
<br />25 Ga
<br />, —
<br />V 12
<br />172
<br />V5
<br />175
<br />Pan
<br />Short Panel
<br />173
<br />Long Panel
<br />174
<br />1 24 Ga
<br />_ _
<br />V5
<br />176
<br />V12
<br />177 -
<br />Short Panel, 1-5/8" Insul
<br />180
<br />Insulated
<br />!
<br />i
<br />25 Ga
<br />Long Panel, 1-5/8" Insul
<br />181
<br />t,--
<br />V12, 1-5/8" Insul
<br />182
<br />185
<br />V5, 1-5/8"lnsul
<br />-
<br />-.._ ..........
<br />hortPanel, "ln I S1 5 8 Insul
<br />183
<br />24 Ga
<br />Long Panel, 1-5/8" Insul
<br />184
<br />V5, 1-5/8" insul
<br />186
<br />V12,1-5/8" Insul _
<br />187
<br />ny r erenee In t Is report to the manufacturers most recent information is a direct reference to tho 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 installation 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 the responsibility of the design professional for the
<br />building structure and in accordance with current building codes for the loads 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 tho "High Velocity
<br />Hurricane Zone" as defined in the Florida Building Code.
<br />12. IDENTIFICATION
<br />Each Model series covered by this report shall be labeled with the manufacturer's name and/or trademark for
<br />field identification.
<br />Please feel free to contact me if you need any additional information,
<br />A��f'I
<br />p '. STATE D l : 46 h spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield Note 1: The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact Sincerely, IY 26 ,B
<br />O • A% *(/ � F resistance, and therefore may be used with optional glazing in the wind bome debris region. a
<br />fi"•. p. �o strength o• 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and
<br />r
<br />4.�> R t 0.. ,moo o�` quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the / <
<br />©NA r+�w � ATA
<br />11. Test Report NumberTIATING sETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108" r'���
<br />�T rG ♦ door. :. STATE OP
<br />N lli In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are 2002 far transverse wind Toad and ANSI/DASMA 115 2005 for large missile impact resistance b ETC©•'•'t' Q' ..
<br />braced with vertical aluminum posts made up of 0.#25-inch thidr 6063 T6 aluminum alloy. The post is a Laboratories, 297 Buell Road, Rochester, N.Y. g p y Mark A. Sawicki r���; • { O R L p•' aN�``
<br />outside diameter isst s11.47 assembly,
<br />x 3.72" ksng. ReferenceThe outer member drawingdrawing 41106.11 for additional Information�on the e inner mar 2. Test Reports CTLA 1672W, CTLA 1672W-1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA FL PE 72613 ��S'......
<br />Installation of. the post assembly
<br />1734W-2 tested in accordance with Miami -Dade County Protocol TAS-202 for transverse wind load and TAS-
<br />,
<br />w
<br />... ... . .i :.. . ... .. .. ..n -.... x, �. .. .: ... .".ten ,.. ... ✓` .. a <.. .. ... '.
<br />1
<br />,> r ., .. .:....,. .N .. Y..
<br />0 . ,.. s... T41I fl flgBR , „ TQ T017Cf!
<br />Overhead t)oor. C aratrFyn .asMh, mf sanwa,H e' rants r _ .., .., ,.< . :�, „ v _iDo A � , , r , a Ove OOr.> ;.
<br />oItG11 c�T 11.. _ . ci erhee �� f ,fl�ttni7 �tE'1 ... ..sr ,...,� x t� Cry �iratloil,Jb5u6s1Fii A+E: nWrahllsl cf�mll ^� � �r e .. .. _ .. , >a�. INOI�,Pf �w . _ . r ... c� tau+ : .. _ .. 1�► ar: Su s. ,... 9 Ro -_. n.. ,y, 4s ,. Q ,�j.[ A vT !^!r wn'w.,�'.,�C ... .a T. '{14 ,
<br />h ,
<br />Door Tracks
<br />All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum 16 gage
<br />to minimum 15 gage, 33 ksl steel and finished with an ASTM A525 G-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 />GlowSections
<br />ons
<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 '/,I" polycarbonate constructed per drawing 410776 or an equivalent
<br />product approved for use in Florida, and can be installed in the top or intermediate sections of the garage door.
<br />These assemblies are available for use with the glazing option in wind-borne debris regions and are indicated so
<br />In Table 2-The maximum glazing dimensions shall be 18.56" x 1226."
<br />et�ttNna� The drawings that are not indicated for use in wind-borne debris regions with the glazing option are available
<br />,`�1`' A S '!o with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the
<br />+ •, • .;� top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements
<br />�P•-' G E 11 g �,. ` �, for windborne debris regions. Refer to the most recent manufacturer's installation instruetions/drawings for glass
<br />` size limitations.
<br />w" Wind Load Bra ina
<br />A- All drawings listed in Table 2 of this report are braced on the inside of the doors with three inch horizontal
<br />Windload
<br />Specification
<br />Option Code
<br />Maximum Size
<br />Positive
<br />Design
<br />PSF
<br />Negative
<br />Design
<br />PSF
<br />Reinforcement
<br />Glazing
<br />Available:
<br />Yes/No
<br />Boor Impact
<br />Resistant
<br />Yes/No
<br />Width
<br />Height
<br />411039
<br />9'-0"
<br />14'-0"
<br />15.90
<br />18.20
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411040
<br />9'-0.
<br />14'-0"
<br />22.90
<br />26.30
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411041
<br />9'-0"
<br />14'-0"
<br />26.90
<br />30.80
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411042
<br />9'-0"
<br />14'-0"
<br />35.70
<br />41.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />4110431'I
<br />9'-0"
<br />14'4'
<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 />16'-0"
<br />14'-0"
<br />23.00
<br />25.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />4110471
<br />4110481'I
<br />16'-0"
<br />14'-0'
<br />30.00
<br />33.50
<br />3", 18 gage U-bars
<br />3", 18 ga a U-bars
<br />Yes
<br />Yes
<br />Yes
<br />Yes
<br />16'-0"
<br />14'-0"
<br />34.40
<br />38.30
<br />4110491
<br />16'-0"
<br />14'-0'
<br />46.00
<br />52.00
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />411050
<br />18'-0"
<br />14'-0"
<br />12.40
<br />13.80
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411051
<br />18'-0"
<br />14'-0"
<br />18.50
<br />20.70
<br />3", 18 gage U-bars
<br />Yes
<br />No
<br />411052
<br />18'-0"
<br />14'-0-
<br />34.40
<br />38.30
<br />3", 18 age U-bars
<br />Yes
<br />Yes
<br />4110531
<br />18'-0"
<br />8'-0"
<br />34.40
<br />38.30
<br />3', 20 age U-bars + (1) Aluminium Post
<br />Yes
<br />Yes
<br />411054(')
<br />18'-0°
<br />8'-0"
<br />46.00
<br />52.00
<br />3", 20 gage U-bars + (1) Aluminium Post
<br />Yes
<br />Yes
<br />
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