|
8 7 1 6
<br />NOTES "FAT" TRACK TYPE SHOWN BELOW
<br />NOTES' 13 CA ROLLER SLIDE ATTACHED TO
<br />1. IMPACT RESISTANT GLAZING OPTION- IMPACT 13 GA HORIZ ANGLE BRACKET NTH 5/16-18 BOLT & NUT
<br />RESISTANT GLAZING SYSTEM MAY BE INSTALLED
<br />IN TOP OR INTERMEDIATE SECTION (WITH OR IN CENTER SLOT AND 1/4-20xg/16*
<br />WITHOUT DECORATIVE INSERTS). GLAZING SHALL TRACK BOLT & 1/4-20 HEX NUT
<br />THROUGH ANY TWO ALIGNING HOLES--�_)
<br />13E 1/4' POLYCARBONATE. MAXIMUM GLAZING 13 CA FLAG ANGLE
<br />DIMENSIONS SHALL BE 12.41" x 18.53' CUTOUT, 13 CA COMMERCIAL 'A' FRAME
<br />FASTENED WTH #8 X 1- SMS: 3X ALONG THE 16 CA MIN HORIZ TOP 13RACKET ATTACHED WITH
<br />D HORIZONTAL AND 2X ALONG THE VERTICAL. SEE TRACK (5) 1/4-14x7/8' SELF
<br />DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. DRILLING CRIMPTITE SCREWS�
<br />2. NON -IMPACT REISTANT GLAZING OPTION - 5/16xl-5/8"
<br />-090" MINIMUM SS9 GLAZING IN MOLDED FRAMES LAG SCREW (MIN 4
<br />SCREWED TOGETHER WITH A MINIMUM OF (10) AS SHOWN)
<br />#8xl" SCREWS INSTALLED IN TOP OR (4) 1 /4-20x9/16" LARGE ADD (2) 1/4-14�7/8"
<br />INTERMEDIATE SECTION (WITH OR WTHOUT HEAD TRACK BOLTS OR SELF DRILLING CRIMPTITE SCREWS
<br />DECORATIVE INSERTS) MEETS UNIFORM STATIC 1/4-20 STUDS WITH (INSIDE OF EACH END HINGE) IS CA END STILE
<br />WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 HEX NUTS
<br />1 2" NYLON WINDLOAD ROLLER
<br />GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 5 CA MIN VERT S;TFM
<br />10-69" AND A MAXIMUM LENGTH OF 16-94'. TRACK
<br />GLAZING IS NOT IMPACT RESISTANT AND DOES NTH 4-1/2" STEM
<br />NOT MEET THE REQUIREMENTS FOR WIND-BORNE
<br />DEBRIS REGIONS. 1/4-20xg/16" TRACK
<br />BOLT AND 1/4-ZU HEX
<br />� 1— 1. 11 1— — Al --
<br />A I
<br />MAXIMUM OF 6" O,C. MUST OVERLAP TOP AND JAMB BRACKET LOCATION
<br />BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET -J 14 CA WIDE BODY END
<br />NEGATIVE PRESSURES- 'HINGE ATTACHED NTH
<br />5/16 1 5/8" LAG
<br />(4) 1/4-14x5/8" SELF
<br />Si "& AT EACH TAPPING SCRE
<br />4. KEY LOCK, SLIDE LOCK, OR OPERATOR ORE
<br />REQUIRED, JAMB BRACKET
<br />5� LOUVER OPTION - .040" MINIMUM LOUVERS IN
<br />MOLDED FRAMES SCREWED TOGETHER NTH A
<br />MINIMVIV OF (10) #Bxl" SCREWS INSTALLED IN
<br />THE BOTTOM SECTION, LOUVERS ARE NOT IMPACT
<br />REQUIREMENTS FOR WIND-BORNE ULt3HIS 15 CA STIFFENED-/
<br />RESISTANT AND DO NOT MEET THE
<br />ODY
<br />REGIONS. JAMB BRACKETS 18 GA NARROW BODY
<br />SEE SCHELDULE FOR INTERMEDIATE HIN GE
<br />OUANITY, LOCATION, ATTACHED NTH (4)
<br />6. SECTION STEEL TO HAVE A MINIMUM 26 GA 1/4-14x5/8- SELF
<br />THICKNESS. AND TYPE TAPPING SCREWS
<br />7 THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE-/-/
<br />ELEMENTS SHALL BE THE RESPONSIBILITY OF THE LOCK ONE END (NOT
<br />PROFESSIONAL OF RECORD FOR THE BUILDING OR REQUIRED WITH 14 GA BOTTOM BRACKET
<br />STRUCTURE AND IN ACCORDANCE WITH CURRENT OPERATOR - SEE ATTACHED WITH (2)
<br />P"
<br />BUILDING CODES FOR THE LOADS LISTED ON THIS NOTE 4). SLIDE LOCK 1/4-14x7/8" SELF DRILLING
<br />DRAWING. SHOWN FOR CLARITY CRIMPTITE SCRM AND (1)
<br />1/4-144/8" SELF DRILLING
<br />8 DOOR JAMB TO BE MINIMUM 2x5 STRUCTURAL TAMPER RESISTANT SORE
<br />GRADE LUMBER. REFER TO JAMB CONNECTION
<br />SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NOTE, (4) SECTION SOLID
<br />S
<br />TRUCTURE. DOOR SHOWN, SEE SHEET
<br />2 FOR U-BAR LOCATIONS
<br />9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP ON DOORS NTH OTHER
<br />13RACKET SHALL BE A 13 CA LHR 7/4 TOP SECTION QUANTITIES AND
<br />BRACKET WTH A MINIMUM OF (3) 1/4-140/8" SEE NOTES 1 AND 2 THIS
<br />SELF DRILLING CRIMP71TE SCREWS IN JEU OF THE SHEET FOR GLA21NG
<br />BRACKET SHOWN ON THIS DRAWING. U-SAR ON OPTIONS.
<br />TOP SECT10N SHALL BE INSTALLED ON TOP OF
<br />LHR TOP BRACKETS.
<br />10, IN LIEU OF THE SHORT PANEL FMBCSSMENT JAMB BRACKET SCHEDULE
<br />SHOWN, LONG PANNEL EMBOSSMENT. V12 PANNEL OF JAMB LOCATION OF CENILHUNE U
<br />EMBOSSEMENT OR NO EMBOSSMENT MAY BE DOOR NO OF BRACKETS BRACKETS MEASURED FROM
<br />USED. HEIGHT SECTIONS (EACH JAMB) OF TRACK (ALL DIMENSIONS
<br />FAT-7 2' (JI3-US), 17 (J9-US), 21-3/4" (JE3-US), 29-3/4' (JB-US), 39" (JB-US),
<br />14 CA MIN
<br />HEADPLATE
<br />16 CA HORIZONTAL
<br />TRACK
<br />ri
<br />LAG
<br />SCREW
<br />15 CA MIN
<br />AT EACH
<br />JAMB
<br />BRACKET
<br />"NGR` TRACK
<br />TRANSITION ELLIPSE
<br />16 CA MIN VERT
<br />TRACK
<br />12 CA JAMB
<br />3RACKETS SEE
<br />SCHEDULE FOR
<br />QUANTITY,
<br />LOCATION AND
<br />TYPE
<br />TYPE
<br />7
<br />3
<br />20 GA CENTER STILE COR I
<br />F JAMB
<br />BOTTOM
<br />± 2")
<br />4
<br />443" (JE-US), 57-1/4" (JB-US)
<br />6_6
<br />NGR-6
<br />5" (STD), 22" (STO), 35 3/4" (STD), 54-3L4- (STD), 67- (Sri)), 73- (STE)
<br />FAT-7
<br />2- (JB-US), 10- (JB-US), 21-3/4" (JB-US), 29-3/4- (J3-US), 42- (JI3-US), 52-1/2" (J8-US), 63-1/4- (JB-US)
<br />7'-0'
<br />4
<br />NGR-6
<br />.
<br />5 STD , 22 ($TD). 35 3 4 STD). 54-3 4 (STD . 67 STD 73 STD)
<br />FAT-8
<br />10- (JB-US). 18-3/4" (,B-US�, 26-341" 013 - USL6245'
<br />2, U
<br />JJIB-US). 54-1/4- (JB-US), 74-1/2- (��US
<br />7'-6"
<br />5
<br />NGR -7
<br />�S�BjUS),
<br />(t;IU2. 6t) J/,q (t510). t�4-444
<br />:> (tjlv�. til FS% 3 TD�l
<br />F&Tm��2
<br />10 �J8-US), 21-5/4 (JU-US), 29-J44 �Jhf-Ut,�, 5�1 (JH-Ub), 4,b
<br />�JH-US), 57-1/2- (JB-U
<br />NGR-7
<br />M-L15),
<br />1 5 STD), 22 (STD), 35 3/4' (STD), 54-5/4- (STD). 67" (STD), 73- (STD), 82- (STD)
<br />8 _0
<br />SEE NOTE BELOW
<br />2
<br />STATIC PRESSURE RATI.\GS
<br />APPROVED SIZES
<br />DESIGN PRESSURE(PSF): 46/-52
<br />MAX W0 H: 9'
<br />��A 14'
<br />INIPACT/CY--LIC RATED YES
<br />_�_IIEIGHT:
<br />.: 21
<br />�MAX SECTION HEIGHT
<br />III
<br />I
<br />I Z
<br />1 2
<br />1 t
<br />7 S I'N
<br />o /�Z/ L L
<br />DNOrl 'A
<br />. �w
<br />�INON
<br />38ASV3vi
<br />AD iiNn I
<br />.9 :S%W
<br />oto T
<br />�13 . T Xx
<br />I T -,
<br />31111�11N
<br />rLLL, _
<br />9L/L T
<br />'SAW
<br />3W SM
<br />ss�
<br />1,t _G
<br />0 1 /gZ/O I.
<br />MYS
<br />Nol �� .'N
<br />SNOILDVHA
<br />L9Z,
<br />-/"Do + L�6p-O Nn
<br />301M XVN 6 '6SM
<br />IM09L 'OL� SM]IS
<br />OL/gL/ot
<br />80-1XVi
<br />4,AAN%,jSV
<br />V/N
<br />.)a _
<br />-1
<br />1. � "I I .1�1 �' I .
<br />HSINIA
<br />'NOLLMOcI803 SOOD CrV]1463�0 AO iN39NOD WILLIHM OU103dS 3HI ifiGH1,1M
<br />.40 3MISGI)�IO ON HOUV�JOISOD LIODU JU14040 A0443�1,100 141-11SM
<br />3somm MV 60J U 3SA 01 NOINZISDAIN SO :IS9on v sy im3do 01 OIGN]UNI SI NOILVV480ANI
<br />NOISd M InOHIA 2NOMV 0.1. C125013SIC 60 S3NNVA ANY NI 031dO3 32 ION AIM 'J.�Vd NI aQ 3
<br />ONVAVUO SJH� 'S31NY.IN03 Q31VnJAV S.0 (INV I4CI1VaOddOD ?JOO(I
<br />OU083AC AD Ald3dOdd A6VI31WOUJI GNV _WUf00IJNW 3HI 3iJV 1,113831-1 03NIVJNOD NOLLVIN60JINI U3H
<br />, siNna NoLionaisNoD avoi aNiA jo Nouvouldm
<br />V
<br />dOJ ATNO 03CIA08d IV3S S,031,1101,13 -WNOISS3AOdd
<br />1.6Z901. 3d Xi
<br />L909L X1 '3-T11ASIM31
<br />OOZ 311ns LzL mH 3ivis *s Los�7
<br />:3� (Aolffivs V "ViN
<br />C 9 �
<br />13 0
<br />NOTE
<br />(J9 AND NrR) FOLLOWING DIMENSION DENOTES SLOTTED JAMB 8RAGKET ATTACHED TO TRACK NTH 1/4-20�9/15" TRACK BOLT AND NUT AS SHOWN ABOVE.
<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 72613
<br />TX PE 106291
<br />SERIES 170-177, 180-187 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR A
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />DOOR
<br />WIDTH
<br />DOOR
<br />HEIGHT
<br />UNIFORM LOAD EACH JAMB (FILE)
<br />S.-O.
<br />ALL
<br />+184.0/-208.0
<br />+20 A /-234.0
<br />VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS.
<br />THE DRAWINGS AND ALL OTHER INFORMATION CONTAINED HERON ARE THE CONFIDENTIAL AND PROPRIERRY PROPE91Y OF OVERflEAD DOOR CORPORATION AND rTs AFFILIATED COMPANIES. THIS DRAWING
<br />AND INFORMATION, IN WHOLE OR IN PART, MAY NOT BE COPIED IN ANY MANNER OR DISCLOSED TO MVONE WTTHOUT THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION, NO DISCLOSURE OF
<br />ANY OF TIHIS DRAWING OR INFORMATION 15 INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE ff FOR ANY PURPOSE WITHM THE SPECIFIC WRITTEN CONSENT OF OVD;�W DOOR CORPORATION.
<br />FINISH 11�, - - — -
<br />, �Rrm SERIES 17D, 18OWL
<br />,;W4 G. TAYLOR
<br />HOLE DIAMETER WHOLE N/A 1W 10/15/10
<br />UNDER .251 +,004/--003 NUMBERS: .25 WS9, 9' W WIDE
<br />_25 1 TO .500 +.006/-.003 A UNIT OF
<br />OVER .500 1.005/-.00,3 M. SAWICKI 10/25/10
<br />�Xx 03 MEASURE
<br />—0 D-41 1043
<br />. — C_ � — FRARONS Xxx :k .010 EACH NONE � W; 11/23/10
<br />REF DWG USED ON 1 1/16 ANGLES. _+ .9 F. TJONG N.T.S_ I - 2
<br />6 5 1 4 1 3 2 1 1
<br />I
<br />—M I M� 1 0
<br />SNOISIA38
<br />9
<br />I
<br />�Jki 'SNOLLVOOI TUS TIV iV
<br />SM380S 3iUdININD 0NI_nI8G
<br />A13S i31LXtl--1,11 (Z)
<br />Him swo-in Hoviiv
<br />13 Q Q NMOHS SV 011VOO1
<br />save-n is>i os vo o�,s7 (so
<br />13 Q Q HIIM S8000 NOLLD3S (0)
<br />C Q L NMOHS SV 031VOO]
<br />s8ve-n IS>i 02 Vo oZ �c (Z)
<br />C H.LIM S�1000 NOLL33S (9)
<br />NMOHS SV 03LVDOI
<br />says-n isA o@ vo oz c (9)
<br />13 HIVA S4000 NOLL03S (9)
<br />I
<br />LWOHS SY C131VO01
<br />S8V@-n ISA 09 VO OZ C (6)
<br />H__6M SHOOO NOUO3S
<br />NMOHS EV 03iV301
<br />sdvs-n S>i oB vo oz s (m)
<br />HLIM SdOOO NOLL03S (8)
<br />�Zl
<br />31VN088VDA10d .,
<br />M�HOS IVI�Iftl_3
<br />31"IYUJ dOW7
<br />(�a
<br />L
<br />V-Fv-fTcl
<br />I�IA
<br />'I-E-11
<br />I
<br />7Lm�l
<br />I
<br />He.
<br />3NVNJ
<br />IIa31X3
<br /><1
<br />My
<br />3
<br />%
<br />P, A
<br />The Genuine. The Original.
<br />-S� 0,
<br />E N
<br />Q Cli
<br />3
<br />C 2
<br />0
<br />4
<br />.0
<br />NP 26 3
<br />�Iv k 7"
<br />V &V
<br />X
<br />OverheaciI Door Corporation
<br />2501 S. State Hwy 121, Suite 200
<br />Lewisville, TX 75067
<br />)VIV
<br />STA-i-E OF
<br />Phone 4695497100
<br />Fax 469 49 72B!
<br />w .10 S1 - A
<br />AT
<br />-.4 OR\V
<br />�MW.Merhoaddoor.corn
<br />Jamb Attachment ....
<br />;�`
<br />Mefthod of securing the door to the mounting surface is detailed in th In upplement, P/N
<br />201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />Narcoossee Rd. Orlando, F1 32822.
<br />4112411.
<br />3. Test 85948.02-801-18,
<br />November 13'h 2012
<br />It %'%
<br />reports 85948.04-801-18, and 8594-&06-801-18 tested in accordance with ASTM
<br />2. SCOPE OF EVALUATION iiiiall
<br />I E 1886, ASTM E 1996 and ASTM E330 by ATI.
<br />Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance. Since every
<br />6. INSTALLATION
<br />4. Installation instructions and supplemental data sheets prepared by Overhead Door Corporation.
<br />door size cannot be tested, engineering analysis using a comparative analysis, as permitted per the Florida
<br />All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published
<br />9. CODE REFERENCES
<br />Subject: Evaluation Report for Models 170-177, 180-187
<br />Product approval 9N-3, were used to analyze the doors and make the wind load designs.
<br />installation instructions/drawings and this report.
<br />The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these
<br />Florida Building Code 2010 Edition and/or Standards
<br />Section 1609 Wind Loads
<br />3. USES
<br />instructions/drawings shall be available at -all times on the job site during installation.
<br />Section 1715.5.3 TAS 202
<br />To Whom It May Concern:
<br />The series number garage doors listed in Table 1 are used for residential and commercial applications with
<br />For information about the mounting of the door to the building structure surface, please reference drawing
<br />Section 1715.5.3.1 ANSUDASMA 108
<br />specified allowable design pressures,
<br />411060.
<br />ANSI/DASMA 115
<br />TAS 201,2403
<br />4. DESCRIPTION
<br />7. ALLOWABLE TRANSVERSE WIND LOADS
<br />SUBMITTED BY:
<br />General
<br />Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2010
<br />10. REPORT SUMMARY
<br />Overhead Door Corporation
<br />2501 S. State Hwy 121, Suite 200
<br />The series number garage doors listed in Table 1 are sectional overhead garage doors and are constructed of
<br />Florida Building Code and shall not exceed the allowable transverse wind loads shown in the following tables:
<br />Upon review of the data submitted by Overhead Door Gorporation, it is my opinion that the models as described
<br />Lewisville, TX 75067
<br />galvanized steel sections with a two coat polyester finish. The doors are two-inch thick, raised panel or flush,
<br />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
<br />Table 2: Models 170/180 Allowable Transverse Wind Loads and Impact Rating
<br />Code 2010 edition listed in section 9 of this report.
<br />1. PRODUCT NAME
<br />panels are 24 and 25 gage ASTM A653-00 galvanized FS Type B steel, and finished with an ASTIM A525 made
<br />For Series Number Shown in Table 1
<br />Reference Table 1 for product names
<br />up of G-30 coating, covered with two coats of polyester paint. Each section is reinforced with 16 or 20 gage end
<br />INI A on �f I + NI
<br />11. LIMITATIONS
<br />A IF I ll;
<br />Section Type
<br />Exterior
<br />Steel
<br />Thickness
<br />Panel Design
<br />Series
<br />Number
<br />Pan
<br />25 Ga
<br />Short Panel
<br />170
<br />Long Panel
<br />171
<br />V12
<br />172
<br />V5
<br />175
<br />24 Ga
<br />Short Panel
<br />173
<br />Long Panel
<br />174
<br />V5
<br />176
<br />1 V12
<br />177
<br />Insulated
<br />25 Ga
<br />Short Panel, 1-5/8" Insul—
<br />180
<br />Long Panel, 1-5/8" Insul
<br />181
<br />V12, 1-5/8" Insul
<br />182
<br />V5, 1-5/8" Insul
<br />185
<br />24 Ga
<br />Short Panel, 1-5/8" Insul
<br />183
<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 />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 ksi 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 />Glazed Sections
<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/V 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 glaAng option in wind-borne debris regions and are indicated so
<br />in Table 2. The maximum glazing dimensions shall be 18.56" x 12.26,"
<br />The drawings that are not indicated for use in wind-borne debris regions 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 inserted in the
<br />k-, E AV s� -
<br />top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements
<br />for
<br />windborne debris regions, Refer to the most recent manufacturer's installation instructions/drawings for glass
<br />41
<br />N
<br />size limitations.
<br />Wind Load Bracincl
<br />All drawinas listed in Table 2 of this renort are braced on the inside of the doors with three inch horizontal
<br />"y , u e, as ce n I s repo, I Lo 11 a manufacturer s M06L reGenL inlormation is a direct reterence 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 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 the "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 S A
<br />%
<br />% E IV
<br />Note 1: The option code assemblies indicated in Table I have optional glazing that has been tested for impact -z
<br />E 40 spanning U-bArs. Each U-bar is made of either 1 8-gage or 20-gage ASTM A653-00 steel with a minimum yield Sincerely,
<br />STAT 44, — � N' 726
<br />,�o - resistance, and therefore may be used with optional glazing in the wind borne debris region. Z
<br />A% 44,/
<br />strength of 80 ksJ and are finished with an ASTM A525 minimum (3-40 galvanized coating. The gage and
<br />quantity of U-bar braces varles depending on the amount of wirldload resistance required and the height of the
<br />8. SUBSTANTIATING DATA cc
<br />41�r * /0NA1, 1�,oN door. OF;
<br />1 . Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504,1 in accordance with ANSUDASMA 108- S
<br />"'lolio m0% In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
<br />-2005 for lar.
<br />hrnr,,zt1 imith xtnrfi�nl sah imim sm fc —1. or, �f n I 9r-i-In fhi,k 911P14-TV h.mi .11- Th. —1- 2002 for transverse wind load.and ANSI/DASMA 115 qe missile impact resistance bv ETC RA-L, A Q.A,1,i
<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 />Door Impact
<br />Resistant
<br />(YerlNo)
<br />Width
<br />He!-qht
<br />411039
<br />91-01,
<br />14'-0"
<br />15.90
<br />18.20
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411040
<br />91-01,
<br />14'-0"
<br />22-90
<br />26.30
<br />20 gage U-bars
<br />Yes
<br />No
<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 />411043(')
<br />91-01.
<br />14'-0"
<br />46.00
<br />52.00
<br />3', 20 gage U-bars
<br />Yes
<br />Yes
<br />411044
<br />1 IST-0"
<br />1 4�W
<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-, 20.9age U-bars
<br />Yes
<br />No
<br />411047") .
<br />16'4-
<br />14'-0"
<br />30.00
<br />33.50
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />411048oT
<br />16'-0"
<br />14'-0"
<br />34.40
<br />38.30
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />411049")
<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 />181-0.1
<br />14--0-
<br />12.40
<br />13.80
<br />�3", 20 gage U-bars
<br />Yes
<br />No
<br />411051
<br />___41 _1052�)
<br />18'-0"
<br />14'-0"
<br />18.50
<br />20.70
<br />3", 18 gage U-bars
<br />es
<br />No
<br />18'-0"
<br />14'-0"
<br />34.40
<br />38.30
<br />3", 18 gage U-bars
<br />Yes
<br />as
<br />41 ii)-53(')
<br />1&-0"
<br />8'-0"
<br />34.40
<br />38-30
<br />3", 20 gage U-bars + (1) Aluminiun
<br />E
<br />Yes
<br />411054")
<br />18'-0'
<br />8'-0"
<br />46.00
<br />52.00 1
<br />3", 20 gage U-bars + (1) Aluminium Post I
<br />Yes
<br />__I
<br />ff I
<br />Cn
<br />IMM�
<br />SA
<br />
|