|
-t 1L -
<br />8
<br />7
<br />1 6
<br />4
<br />NOTES *FAT' TRACK TYPE
<br />SHOWN BELOW
<br />NOTES,
<br />1. IMPACT RESISTANT GLAZING OPTION- IMPACT 13 CA HORIZ ANGLE
<br />13 CA ROLLER SLIDE ATTACHED TO
<br />BRACKET WTH 5/16-18 BOLT & NUT
<br />RESISTANT GLAZINC SYSTEM MAY BE INSTALLED
<br />IN TOP OR INTERMEDIATE SECTION (WITH OR
<br />IN CENTER SLOT AND 1/4-20xg/16'
<br />WITHOUT DECORATIVE INSERTS). GLAZING SHALL 13 GA FLAG ANGLE
<br />TRACK BOLT & 1/4-20 HEX NUT
<br />THROUGH ANY TWO ALIGNING HOLES--�J
<br />BE 1/4' POLYCARBONATE. MAXIMUM GLAZINC
<br />DIMENSIONS SHALL BE 12.41" x 18.53' CUTOUT,
<br />13 CA COMMERCIAL 'A' FRAME
<br />FASTENED WITH #13 X 1- SMS: 3X ALONG THE 16 CA MIN HORIZ
<br />_Z 20 GA CENTER STILE
<br />TOP BRACKET ATTACHED WITH
<br />HORIZONTAL AND 2X ALONG THE VERTICAL SEE TRACK
<br />(5) 1/4 -140/8' SELF
<br />DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS.
<br />DRILLING CRIMPTI TE SCREWS�
<br />2. 5/16xl-5/8"
<br />N?N-IMPACT RE
<br />JSTANT GLAZING OPTION - LAG SCREW (MIN 4
<br />07-.
<br />.090 MINIMUM SSB GLAZING IN MOLDED FRAMES AS SHOWN)
<br />SCREWE) TOGETHER WITH A MINIMUM OF (10)
<br />(4) 1 /4-2OX9/16" LARGE
<br />ADD (2) 1/4-14.7/8*
<br />#8xI" SCREWS INSTALLED IN TOP OR
<br />INTERMEDIATE SEC11ON (WITH OR WITHOUT HEAD TRACK BOLTS OR
<br />SELF DRILLING CRIMPTITE SCREW$
<br />(INSIDE OF EACH END HINGE) 16 CA El qD STILE
<br />D R -nc 1/4-20 STUDS WTH
<br />EGO ATIVE INSERTS) MEETS UNIFORM sTA
<br />WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 HEX NUTS
<br />GLAD�G SHALL HAVE A MAXIMUM HEIGHT OF
<br />15 CA MIN VERT
<br />2" NYLON WINDLOAD ROLLER
<br />10.69 AND A MAXIMUM LENGTH OF 16-94". TRACK
<br />GLAZING IS NOT IMPACT RESISTANT AND DOES
<br />NOT MEET THE REQUIREMENTS FOR WIND-BORNE
<br />NTH 4-1/2- STEM
<br />------
<br />DEBRIS REGIONS, 1/4 - 2Cx9/1 6" TRACK
<br />BOLT AND 1/4-20 HEX
<br />-------
<br />.3. VINYL OR WOOD DOOR STOP NAILED A NUT AT EACH JB-US
<br />MAXIMUM OF 6' O-C. MUST OVERLAP TOP AND IAMB BRACKET LOCAT10N
<br />SOTH ENDS OF PANELS MINIMUM 7/16- TO MEET
<br />14 GA WIDE BODY END
<br />Y
<br />NEGATIVE PRESSURES-
<br />5/16xl-5/5" LAG
<br /> T U
<br />---.'HINGE ATTACHED NTH
<br />UF
<br />(4) 1/4-14x5/8" SELF
<br />3
<br />4. KEY LOCK, SLIDE LOCK. OR OPERATOR
<br />REQUIRED.
<br />JAMB BRACKET
<br />TAPPING SCRE
<br />--- ----
<br />C
<br />5, LOUVER OPTION - .040' MINIMUM LOUVERS IN
<br />MOLDED FRAMES SCREWED TOGETHER WITH A
<br />MINIMUM OF (10) #Bxl" SCREWS INSTALLED IN
<br />T14E BOTTOM SECTION. LOUVERS ARE NOT IMPACT
<br />RESISTANT AND DO NOT MEET THE
<br />15 GA STIFFENED
<br />NLUJIHLMLNIS �OR WINU-BURNE DLUHS
<br />JAMB BRACKETS
<br />16 GA NARROW BODY
<br />REGIONS.
<br />SEE SCHELDULE FOR
<br />INTERMEDIATE HINGE
<br />6. SECTION STEEL TO HAVE A MINIMUM 26 GA
<br />QUANITY, LOCATION,
<br />AND TYPE
<br />ATTACHED NTH (4)
<br />1/4-14x5/13' SELF
<br />THICKNESS-
<br />TAPPING SCREWS
<br />7 THE DESIGN OF THE SUPPORTING STRU CTURAL
<br />KEY LOCK OR SLIDE
<br />LOCK ONE END (NOT
<br />ELEMENTS SHALL BE THE RESPON9131LITY OF THE
<br />REQUIRED NTH
<br />14 GA BOTTOM BRACKET
<br />PROFESSIONAL OF RECORD FOR THE BUILDING DR
<br />STRUCTURE AND IN ACCORDANCE WITH CURRENT
<br />BUILDING CODES FOR THE LOADS LISTED ON THIS
<br />OPERATOR - SEE
<br />NOTE 4). SIJOE LOCK
<br />ATTACHED WITH (2)
<br />1/4-140/8" SELF DRILUNG
<br />------- ----------
<br />DRAWING.
<br />SHOWN FOR CLARIT.
<br />CRIMPTITE SCREWS AND (1)
<br />1/4-14x5/8' SELF DRILLING
<br />S. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL
<br />TAMPER RESISTANT SCRE
<br />af
<br />GRADE LUMBER . REFER TO JAMB CONNECTION
<br />SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
<br />NOTE, (4) CTION SOLID
<br />C ON 5 N
<br />SEC ON 5 N
<br />STRUCTURE.
<br />DOOR SHOWN SEE SHEET
<br />2 FOR U-BAR LOCATIONS
<br />N
<br />- ---------- -----
<br />9. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP
<br />ON DOORS WITH OTHER
<br />---- --
<br />- -------------
<br />BRACKET SHALL BE A 13 CA LIAR 7/4 TOP
<br />SECTION QUANTITIES AND
<br />BRACKET WITH A MINIMUM OF (3) 1/4-14x7/8'
<br />SEE NOTES 1 AND 2 THIS
<br />B
<br />SELF DRILLING CRIMIRTITE SCREWS IN UEU OF THE
<br />SHEET FOR GLAZING
<br />BRACKET SHOWN ON THIS DRAWING. U-BAR ON
<br />OPTIONS.
<br />TOP SECTION SHALL BE INSTALLED ON TOP OF
<br />LHR TOP BRACKETS.
<br />10. IN LIEU OF THE SHORT PANEL EMBOSSMENT
<br />JAMB BRACKET SCHEDULE
<br />SHOWN, LONG PANNEL EMBOSSMENT, V12 PANNEL
<br />AMB
<br />LOCA TION R�N: JAMB
<br />OMFEACSEUNRTEED
<br />EMBOSSEMENT OR NO EMBOSSMENT WAY BE
<br />DOOR NO. OF B ACKETS
<br />BRACKETS REONGIBOTTOM
<br />USED.
<br />HEIGHT SECTIONS (EACH JAMB)
<br />OF TRACK (ALL DIMENSIONS ± 2")
<br />FAT-7
<br />2- (JB-US), 10 (JB-US), 21-3/4
<br />(JB-US). 29-3/4- (JB-US), 39- (J8-US), 48- (JE3-US), 57-1/4-
<br />(JB-US)
<br />A I
<br />14 CA MIN
<br />EADPLATE
<br />16 GA HORIZONTAL
<br />5/160-5/8"-
<br />TRACK
<br />LAG
<br />SCREW
<br />15 GA MIN
<br />AT EACH
<br />TRANSITION ELLIPSE
<br />JAMB
<br />13RACKET
<br />16 GA MIN VERT
<br />TRACK
<br />2 CA JAMB
<br />BRACKETS SEE
<br />SCHEDULE FOR
<br />QUANTITY,
<br />LOCA11ON AND
<br />"NGR"
<br />TYPE
<br />TRACK TYPE
<br />8
<br />7
<br />J DOOR I
<br />6-6
<br />4
<br />__iTGR - _6
<br />ZZ (SIU), Jtl J/4 (STD), t14-.5/4 6/ (�00). 1J_ (5 1 U1
<br />FAT�7
<br />2- (JB-U5). 10- (J8-US), 21-3/4" (JB-US). 29-3/4- (JO-US), 42" (JS-US). 52-1/2" (JB-US). 63-1/4" (JB-US)
<br />71 C).
<br />4
<br />NGR-6
<br />5 STE), 22" (STD). 35 3/4' (STD . 54-3 4 STE) . 67 STID . 73 SM
<br />10 JB-US 1 18-3 4")Jf�l -11'. 36- CJB-Us�. - (JB-US). 74-1/2- JB-US)
<br />7'-6-
<br />5
<br />NGR-7
<br />Z �t,]U), " U (u I U), 1.5 �blo), tsz �blu�
<br />�41
<br />I
<br />T
<br />1 4 I,Jl:;-U�,�, YV3�44 -U�i,I, Jb tJtj-ub)_" till -US), 57-112' (JB-US), 75-1/2- -
<br />'. -0.
<br />5
<br />GT _7
<br />5 2- STU). 3b JZ4- (STO). 54-3/4-- (STD), 6T (STU), 73- (STU), 02" (STO)
<br />NO W
<br />I
<br />REVISIONS
<br />STATIC PRESSURE PA[I.\GS
<br />APFROVED SIZES
<br />DESIGN PRESSURE(PSF) 461 52
<br />NIAX WIDTH: 9'
<br />MAX HLIGI11 14'
<br />INAPACT/CYCLIC RATED: YES
<br />MAX SLCTiON HEIGHT- 21"
<br />FBI
<br />C
<br />NOTE� �bi*i � hih�_
<br />(JB AND NGR) FOLLOWING DIMEN90N DENOTES SLOTTED JAM8 BRACKET ATTACHED TO TRACK NTH 1/4-20xg/15" TRACK BOLT AND NUT AS SHOWN ABOVE.
<br />MARK A. SAWICKI, PE
<br />ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUCUS 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 />SFRIES 170-177) 180-187 PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FOR A
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />DOOR
<br />WIDTH
<br />DOOR I
<br />HEIGHT
<br />UNIFORM LOAD EACH JAMB (PLF)
<br />W-0.
<br />184.0/-208.0
<br />7+7n7 nl-234.0
<br />VERIFWON OF MIND LOAD CONSTRUCTION DETAILS.
<br />THE DRAWIN_ AND ALL OTHER INFORMATION CONTAINED HEREIN ARE THE CONFIDENTIAL AND PROPRiErAfN PROPERTY OF OVERHEAD DOW CORPORATION AND M AFFILIATED COMPANIES. THIS , DRAWING
<br />AND INFORMATION , IN WHOLE OR IN PART MAY NOT BE COPIED IN ANY MANNER OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN CONSENT OF GVERHIEAD DCOR CORPORATION, NO DISCLOSURE OF
<br />ANY OF THIS DRAWING OR INFORMA71014 IS INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT TOR ANY PURPOSE WITHOUT THE SPECIFIC WRITTEN CONSENT Or OVERHEAD DOOR CORPORATION.
<br />- - I FINISH
<br />WHOLE N/A G. TAYLOR 10/15/10 SERIES 170. 18OWL
<br />I �, �, /A
<br />UN NUM13ERS: t . INS9. 9' MAX WIDE
<br />U�
<br />.25, T 11 00&f3 X IT
<br />..E -.1. - 14. .1 OF M. SAWICK
<br />W09`1162M OVER FVVCflON Ax C3 RE 10/25/10 D- 411043
<br />I 1 5 Xxx t .010 NONE � W. 11/23/10 1
<br />REF OWC USED ON /16 AND-FS I _T F TJONG N.TS. I i,ma I or 2
<br />6 5 1 4 1 3 2 1 1
<br />'S'l N '2WS nI,/C7/LL I DNOrl 'A H DV3 :7NI.' 9L/I T
<br />3NON X
<br />�:to I, t -C] OL/GZ/01 IADIMVS 'A 38115VIVi n/ '+ OD9' kI3AO
<br />im 0X310 .1� JO iiNn 1' T X, coc/9 OOG' 0.1 IQZ'
<br />101M XVA .6 6SM Dt/9L/C1, 110"Ay.1 �Z. /N 1'00-/100� LGZ' WONn
<br />IM09L 'U� S3183S v DO FQ-
<br />11.� 1 1 N I HSINIA i'm
<br />'NOUVWdWO HOOO OV3WK -40 ili[ISNOD N311M 31,1133dS 3111 IrICHiN 3sodand ANV bOA J) 3SA 01 NOUVZI"UfW UO 3SN3On Y SV 31WW360 oi. a3aNix si NouI
<br />JO 3INTSOIN13 ON 'NGUVIIOd�103 WOKI ITUA&D JO AN3SNOO N3111M NOIbd 3HI InONIN 3NDAY 01 (11 1,K) 63NN" AW N! 03WOO �11 ION AVA '"Vd N W I
<br />ONVAVUG SIHI ' RVd NV Hd J d NO0 HL N H NNIN NI
<br />'sir#oa houondLsNoo mi uNuA jo NoLyouwA
<br />UQJ AINO aNlIftcl IV35 5,03NITU 1VNOISSaA)8d
<br />V I.BZ90� 3d X1
<br />EI,9ZL 3d 1A
<br />L909L Xi , 3111ASIM31
<br />00� 311 IS LZL AMH 3VIS *S 09Z7
<br />�_i "vni"wc 'w mw.
<br />We
<br />0
<br />Cl
<br />SNOISIIA038
<br />I
<br />�d,kl 'SNOLVOOI ]EILLS _11V IV
<br />SM36DS 3I.Lidt"IND 01411�180
<br />J13S R/1xV1 _ 0/i W
<br />HIIM s8va-n Hoviiv
<br />q NMOHS SV 031VO01
<br />sdva-n is)i Do vo oz x (s)
<br />Q HAM SHOOO NOLLGi3S (il)
<br />LNtAGHS SY 03.LVDOI
<br />s8ve-n isx Dig vo oz s W
<br />H.UM SNOOD NOiL33S (9)
<br />NMOHS SV 03iY301
<br />says-n S>i 09 VO DZ C (9)
<br />H.LMA SWIOQ NOLL03S (9)
<br />LWOHS SY G3_LVDO1
<br />suve-n isx Dig vo cz C (6)
<br />HIN S8000 NOLL33S (t)
<br />HS SV C131YOCI
<br />31 IS>1 08 VO oz s (00
<br />SdOOO NOLL03S (9)
<br />9
<br />9
<br />I
<br />31VN088V
<br />M3U3S
<br />3AV
<br />FA
<br />rMlowill
<br />I
<br />3yIV6J
<br />)161IX3
<br />S3iON <
<br />a,
<br />0
<br />G
<br />SA
<br />'r, E Ivs
<br />,�gy, A. 8.4 V
<br />%
<br />The Genuine. The Original. 0 E J 3 .0 3
<br />2 ?61 - 4
<br />do
<br />Nrl/ 'V3
<br />nuqjg��4&v - - :
<br />Overhead Door Corpilliation
<br />.1 W�13_ E "', '. "
<br />2501 S State Hwy 121, Suite 200 STATE OF :.44
<br />TX 75067 ei'i
<br />&C 0
<br />Phone 4695497100 STATE OF IU
<br />Fax 469 349 72BI 0 R 111, 0 N
<br />0 .. A,
<br />o Jamb Attachment Ity
<br />�w. erhoaddoor.com ' % -203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />.- N I;E� �% 201 and TAS
<br />-0 R.% Me4hod of securing the door to the mounting surface is detailed in th�Qft�jen Supplement, P/N Narcoossee Rd. Orlando, FI 32822.
<br />Ih 411241. 3. Test reports 85948.02-801-18, 85948.04-801-18, and 85W.06-801-18 tested in accordance with ASTM
<br />November 13 2012 2. SCOPE OF EVALUATION %filial%0 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 6. INSTALLATION 4. Installation instructions and supplemental data shoets 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 the 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. USES 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 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 1715.5.3.1 ANSI/DASMA 108
<br />To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA 115
<br />4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS TAS 201,203
<br />SUBMITTED BY: 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 Corporation The series number garage doors listed 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 tables: Upon review of the data submitted by Overhead Door Corporation, it is my opinion that the models as described
<br />2501 S. State Hwy 121, Suite 200 galvanized steel sections with a two coat 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 />Lewisville, TX 75067 with tongue and groove sections. See table 2 for door designs and corresponding panel thicknesses. The Table 2: Models 170/180 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 9 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 iji.. ..A on . . iot-i � m., gii. A 6
<br />W W V iP.
<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 />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 />VS, 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 />1-5/8" Insul
<br />nyreerence nUlISrepoillothemanufacturers mostrecent inTOrmation is a direct reference 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 />go-%�* A- SAtV
<br />4i 9, �, A,,,
<br />0I .. L'% 0
<br />Z
<br />Note 1: The option code assemblies indicated in Table I have optional glaZmg that has been tested for impact -Z, P . 0.
<br />-bars. Each U-bar is made of either 1 B-gage or 20-gage ASTM A653-00 steel with a minimum yield Sincerely, -b 'I I. =
<br />STATE OF 14 U spanning U e�.�,Nl '26
<br />"0
<br />0 resistance, and therefore may be used with optional glazing in the wind bome debris region.
<br />.0 strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and
<br />*-4 0 R i quantity of U-bar bracesvaries depending on the amount of windload resistance required andthe heightof the
<br />8. SUBSTANTIATING DATA Jr a
<br />door.
<br />1* YONALS�%%% -r,. �51 STATE OF UJ -Z
<br />i 1. Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108-
<br />11811111111 In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
<br />hrne,imiri %Atith %mirtinni ol"min"m t. j. . m n 1 9r,_i-h thii-k- rn91Z_TR .1"mi .11 Th. f i 2002 for transverse wind load and ANSUDASMA 115-2005 for large missile impact resistance by ETC KA L, A C i LI;
<br />P- 11 �J. j, � . . a., u W, y R 1 1
<br />telescoping post assembly. The outer member outside diameter is 1.75" wide x 4.00" long. The inner member Laboratories, 297 Buell Road, Rochester, N.Y. FL PE 72613 .........
<br />outside diameter is 1.47" wide x 3.72" long. Reference drawing 411061 for additional information on the 2. Test Reports CTLA 1672W, CTLA 1672W-1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA
<br />installation of the post assembly 1734W-2 tested in accordance with Miami -Dade County Protocol TAS-202 for transverse wind load and TAS-
<br />A
<br />rw
<br />Overhead Doortorporation A Subsidiary of5griwa Holdin, Overhead Door-,Corpvr4tion-�sb",y0sa Hadim Ove oration Asubiidiary
<br />qs Corporation rhead Door Corp, 4anwa Holdings Corp* A Subsidliairy of Sarriwai I Jilton
<br />Overhead jDoor Corp
<br />oraficin
<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 Section
<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 1/4" 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 12.26,"
<br />The drawings that are. not indicated for use in wind-borne debris regions with the glazing option are available
<br />A
<br />with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the
<br />E.
<br />top or intermediate section of the door. The glazing is not impact resistant and does not meet the requirements
<br />Al d--X
<br />for windbome debris regions, Refer to the most recent manufacturer's installation instructions/drawings for glass
<br />N 9
<br />size limitations.
<br />VW. ell,
<br />I
<br />Wind Load Bracinci
<br />-0 o L" , .
<br />All drawinas listed in Table 2 of this renort are braced on the inside of the doors with three inch horizontal
<br />Windload
<br />Specification
<br />Option do
<br />Maximum Size
<br />Positive
<br />Design
<br />PSF
<br />Negative
<br />Design
<br />PSIF
<br />Reinforcement
<br />Glazing
<br />Available
<br />(Yes/No)
<br />Door Impact
<br />Resistant
<br />(Yes/No)
<br />Width
<br />Height
<br />411039
<br />91-0.1
<br />14'-0"
<br />15.90
<br />18.20
<br />_
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411040
<br />91-0.
<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 />411043(')
<br />9'-0"
<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 />16'-0"
<br />14-4-
<br />23.00
<br />25.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411047(')
<br />16'-0"
<br />14'-0'
<br />30.00
<br />33.50
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />41104WF)
<br />116-0-
<br />14'-0"
<br />34.40
<br />38.30 . 1
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />41104W)
<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 />__T1
<br />181-0"
<br />14'-0- 1
<br />34.40
<br />38.30
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />10530'
<br />870-
<br />8-4-
<br />34.40
<br />38.30
<br />3", 20 gage U-bars + (1) Aluminium Post
<br />Yes
<br />Yes
<br />411054(')
<br />181-01
<br />8`4'
<br />46M
<br />52.00 1
<br />3", 20 gage U-bors + (1) Altiminium Post
<br />Yes
<br />Yes
<br />00
<br />C0
<br />OM=4
<br />F
<br />C0
<br />
|