|
8
<br />7 1
<br />6
<br />> NOTES
<br />"FAT' TRACK TYPE SHOWN BELOW
<br />NOTES,
<br />1. IMPACT RESISTANT GLAZING OPTION- IMPACT
<br />13 CA HORIZ ANGLE
<br />RESISTANT GLAZING SYSTEM MAY BE INSTALLED
<br />IN TOP OR INTERMEDIATE SECT10N (WITH OR
<br />WITHOU! DECORATIVE INSERTS). GLAZING SHALL
<br />13 GA FLAG ANGLE
<br />BE 1/4 POLYCARIPONATE. MAXIMUM GLAZING
<br />DIMENSIONS SHALL BE 12.41' x 18.53" CUTOUT,
<br />FASTENED 'WITH #13 X 1- SMS: 3X ALONG THE
<br />16 GA MIN HORTZ
<br />HORIZONTAL AND 2X ALONG THE VERTICAL. SEE
<br />TRACK
<br />DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS.
<br />2. NON -IMPACT ROSTANT GLAZING OPTION -
<br />5/16xi-5/8"
<br />LAG SCREW (MIN 4
<br />.090' MINIMUM SS9 GLAZING IN MOLDED FRAMES
<br />AS SHOWN)
<br />SCREWED TOGETHER WITH A MINIMUM OF (10)
<br />#Sxl" SCREWS INSTALLED IN TOP OR
<br />(4) 1/4-2Ox9/16" LARGE
<br />INTERMEDIATE SECTION (WITH OR WTHOUT
<br />HEAD TRACK BOLTS OR
<br />DECORATIVE INSERTS) MEETS UNIFORM STATIC
<br />1/4-20 STUDS WITH
<br />WIND PRESSURES SHOWN ON THIS DRAWING,
<br />1/4-20 HEX NUTS
<br />GLAZING SHALL HAVE A MAXIMUM HEIGHT OF
<br />10.69" AND A MAXIMUM LENGTH OF 16-94'.
<br />15 CA MIN VERT
<br />GLAZING IS NOT IMPACT RESISTANT AND DOES
<br />TRACK
<br />NOT MEET THE REQUIREMENTS FOR WIND-BORNE
<br />DEBRIS REGIONS.
<br />1/4-20xg/16" TRACK
<br />BOLT AND 1/4-20 HEX
<br />3. VINYL OR WOOD DOOR STOP NAILED A
<br />NUT AT EACH J8-US
<br />MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND
<br />JAMB BRACKET LOCATION
<br />BOTH ENDS OF PANELS MINIMUM 7/16- TO MEET
<br />NEGATIVE PRESSURES.
<br />5/16xl-5/13" LAG
<br />4' KEY LOCK, SLIDE LOCK, OR OPERATOR
<br />SCREW AT EACH
<br />REQUIRED.
<br />JAMB BRACKET
<br />C
<br />5 LOUVER OPTION - .040" MINIMUM LOUVERS IN
<br />M'OLDED FRAMES SCREWED TOGETHER NTH A
<br />MINIMUIV OF (10) #Bxl" SCREWS INSTALLED IN
<br />THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT
<br />RESISTANT AND DO NOT MEET THE
<br />15 CA STIFFENED
<br />HLUUIREMENIS FOR WIND-BORNE DEBRIS
<br />JAMB BRACKETS
<br />REGIONS.
<br />SEE SCHELDULE FOR
<br />6. SECTION STEEL TO HAVE A MINIMUM 26 GA
<br />QUANITY, LOCATION,
<br />AND TYPE
<br />THICKNESS.
<br />7. THE DESIGN OF THE SUPPORTING STRUCTURAL
<br />KEY LOCK OR SLIDE
<br />LOCK ONE END (NOT
<br />-----
<br />ELEMENTS SHALL BE THE RESPONSIBILITY OF THE
<br />PROFESSIONAL OF RECORD FOR THE BUILDING OR
<br />REQUIRED WITH
<br />STRUCTURE AND IN ACCORDANCE WITH CURRENT
<br />OPERATOR - SEE
<br />BUILDING CODES FOR THE LOADS LISTED ON THIS
<br />NOTE 4). SLIDE LOCK
<br />DRAWING.
<br />SHOWN FOR CLARITY
<br />a DOOR JAMB TO BE MINIMUM 2x STRUCTURAL
<br />GRADE LUMBER . REFER TO JAM96CONNECTION
<br />SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
<br />NOTE� (4) SECTION S NO
<br />STRUCTURE,
<br />DOOR SHOWN. SEE SH Et T
<br />-BAR LOCA�',
<br />2 FOR U DNS
<br />9. FOR LOW HEAD ROOM UFT CONDITIONS. TOP
<br />ON DOORS WITH OTHER
<br />BRACKET SHALL BE A 13 CA THR 7/4 TOP
<br />SECTION QUANTITIES AND
<br />BRACKET WITH A MINIMUM OF (3) 1/4-140/8"
<br />SEE NOTES 1 AND 2 THIS
<br />B
<br />SELF DRILLING CRIMPTITE SCREWS IN LIEU 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 />SHOWN, LONG PANNEL EMBOSSMENT. V12 PANNEL
<br />NO� OF JAM
<br />EM13OSSEMENT OR NO EMBOSSMENT MAY BE
<br />DOOR
<br />110� OF
<br />BRACKETS
<br />USED.
<br />HEIGHT
<br />SECTIONS
<br />(EACH JAM
<br />FAT-7
<br />A I
<br />I
<br />13 CA ROLLER SLIDE ATTACHED TO
<br />BRACKET WTH 5/16-18 BOLT & NUT
<br />IN CENTER SLOT AND 1/4-20xg/16"
<br />TRACK BOLT & 1/4-20 HEX NUT
<br />THROUGH ANY TWO AUGNlNG HOLES
<br />13 GA COMMERCIAL 'A' FRAME
<br />TOP BRACKET ATTACHED WITH 7�
<br />(5) 1/4-140/8" SELF
<br />DRILLING CRIMPTITE SCREWS
<br />ADD (2) 1/4-147/8'
<br />SELF DRILLING CRIMPTITE SCREWS
<br />(INSIDE OF EACH END HINGE) 16 CA END STILE-
<br />2 IN LON WINOLOAD ROLLER
<br />LOAD ROLI-EIR
<br />NTH 4-1/2" STEM
<br />14 GA WIDE BODY END
<br />TINGE ATTACHED WITH
<br />'4) 1/4-14.5/8" SELF
<br />TAPPING SCREWP
<br />18 CA NARROW BODY
<br />INTERMEDIATE HINGE
<br />ATTACHED NTH (4)
<br />1/4-14x5/H- SELF
<br />TAPPING SCREWW)—����
<br />14 CA BOTTOM BRACKET
<br />ATTACHED MTH (2)
<br />1/4-140/8" SELF DRILLING
<br />CRIMPTYTE SCREWS AND (1)
<br />1/4-14x5/8" SELF DRILLING
<br />TAMPER RESISTANT SCRE
<br />2
<br />J
<br />20 CA CENTER STILE OOR
<br />(D
<br />ID
<br />JAMB BRACKET SCHEDULE
<br />8
<br />B)
<br />LOCATION OF CENTFRLJNE OF JAMB
<br />BRACKETS MEASURED FROM BOTTOM
<br />OF TRACK (ALL DIMENSIONS ± 2")
<br />2"
<br />(JB-US). 10 (JB-US), 21-3/4" (JB-US), 29-3/4" (JB-US), 39"
<br />(Ja-US), 48" (JB-US), 57-1/4" (JB-US)
<br />2
<br />I
<br />STATIC PRESSURE RATINGS
<br />APPROVED SIZES
<br />DESIGN PRESSURE(PSF): 46/- 52
<br />MAX WIDTH: 9'
<br />MAX HLICHT: 14'
<br />IMPACT/CYCLIC RATED: YES
<br />MAX SECTION HEIGHT: 21"
<br />It
<br />c
<br />L
<br />I Z
<br />1 2
<br />1 t
<br />DNOri 'A
<br />3NON
<br />1�
<br />HOV3
<br />3NnSV3A
<br />AD AM
<br />9* :F :S31ONV
<br />G�D `F XXX*
<br />C. xx,
<br />I' T x
<br />Mr.
<br />9-L/i T
<br />L_ _
<br />jii,
<br />'FiT5
<br />2to I I, t _G -M
<br />0 1, /gZ/O L
<br />N0IMVS . N
<br />As W�a
<br />SNOIIOV8J
<br />C7,
<br />�'i/M*06+�GIGTZ;RIUONII
<br />101M XVIN 16 '6SM
<br />W091, 'OLI S3183S
<br />O`11V.'
<br />s
<br />11-�1111 .,.
<br />HSININ
<br />I
<br />'NO1.0180d800 80OG &3M3AO JO INISNOD N3_UIHM OL4133dS 3W iTIOMA 3SOMnd AW NOJ 11 3SfI 01 NCIIVZJaDHinV ao islEion Y SY 3-LVN3clO Of Q300INI 91 NIOLLYMUGAIN
<br />AD �161`ISOIOSIO ON 'NOUV�JDdbOO 8000 OV311�13AO JO IN3SNOO NE11118M NQ18d 31U IROMIA 3NOANV 01 (13SO10F.10 UO 43NNVM ANY NI 93fdOO 30 ION AVA '2Vd NI 80 :
<br />ONMVdO SIM S3INVdAO3 Q31VFWV SIT QNV NOUVWddOoi �JOOO OY3Hd3AO AD kW3dOUd MV1318,108d (INV TILINOOLIN03 31,11 MV NEIROH GONIViNOO, NOLLYNdOJNI 83F
<br />'sifvi3a Nouonwswo avoi aNim jo Noi.LvouwA
<br />V
<br />80J AING 133CIAO�d IV3S S,d33NI*N3 WNOISS3uOdd
<br />.6Z9O[ 3d X1
<br />21,9ZL 3d 1J
<br />OOZ 311ns %zI. MH XV.LS 'S LOGZ7
<br />3d '1A0IffiVS 'V N�JVIN
<br />I
<br />101
<br />6-6 4 INGR�16 5" (STD), 22" (STD), 35 3/4- (STD), 54-3L4- (STD), 67- (STE), 73- (STD)
<br />7--0" 4 FAT-7 2" (JB-US), 10" (JB-US), 21-3/4" (JB-US). 29-3/4" (JB-US), 42' (J8-US), 52-1/2" (JB-US), 63-1/4" (JB-US)
<br />NGR-6 5' (STO), 22" (STE), 35 3/4" (STD), 54-3/4" (STE), 67" (STD 73 STE)
<br />9-USL614 U S),
<br />FAT-8 2' J US 5' JB-US), 54-IZ4" (JB-US , 74-1/2- (JB-
<br />14 CA MIN NGR-7 t5iu lu B; J� 73-' 0
<br />5 ' I S2_3���T:TT�D_67�- SM ,
<br />7�-6" 5 T 2'��I"� _3U5N74-T'A)�'
<br />H�EAD&PLATE 5 FAT-8 'Z (JU-MJ, JU t,d-U�0. 21-5/4 X9544 �JH-U�,�, �5!� t-JB-Ub), 48 (ib-u�D, 57-1/2" (JB-US), 7
<br />___NGR-7 5" (STD), 22" (STD), 35 J/4- (STO), 54-3/4'" (STD), 67" (STD), 73" I(STDI, 82" (STD3
<br />NQTE� k —8-01 - SEE NOTE BELOW
<br />(J13 AND ING-R) FOLLOWING DIMENSION DENOTES SOOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-2Ox9/15" TRACK BOLT AND NUT AS SHOWN ABOVE. MARK A. SAWICKI, PE
<br />16 CA HORIZONTAL ALL DOORS GREATER THAN S' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. 2501 S. STATE HWY 121, SUITE 200
<br />TRACK LEWISVILLE, TX 75067
<br />LAG FL PE 72613
<br />SCREW 15 CA MIN TX PE 106291
<br />AT EACH TRANSITION ELLIPSE A
<br />JAMB rT SERES 170-1 77� 180-187 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR 0
<br />BRACKET 16 CA MIN VERT VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS-
<br />B2RACK SUPERIMPOSED DESIGN PRESSURE 1
<br />12 THE DRAWINGS AND ALL OTHER INFORMATION CONTAINED HERON ARE THE CONMENITIAL AND PROPRIETARY PROPERTY OF OVERHEAD DOOR CORPORATION AND ITS AFFILIATED COMPANIES. THIS DRAWING
<br />CA JAMB LOADS ON SUPPORTING STRUCTURE AND INFORMATION, IN WHOLE OR IN PART, MAY NOT 13E COPIED IN ANY MANNER OR DISCLOSED TO ANYONE WITHOUT THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION. NO DISCLOSURE OF
<br />R R
<br />ACKETS SEE ANY OF THIS DRAINING OR INFORMATION 15 INTENDED TO OPERATE AS A LICENSE OR AUTHORIZATION TO USE IT FOR ANY PURPOSE W17HW THE SPECIFIC WR17TEN CONSENT OF OVERHEAD DOOR CORPORATION.
<br />SCHEDULE FOR DOOR DOOR I FINISH vi-I — — —
<br />QUANTITY, WIDTH HEIGHT UNIFORM LOAD EACH JAMB (PLF) HOLE DIAMETER WHOLE SERIES 170, 180WL
<br />1 4� IN/A 0. TAYLO
<br />LOCATION AND 1Z::::J 4/OP3 NVMOERS: t .2 _ �8� ';W ` R 10/15/10
<br />�7 UL WS9, 9' W WIDE
<br />IT
<br />TYPE 8'-0" 184.0/-208.0 .251ERT02500 +.006/-.003 X UNIT OF
<br />"NCR" TRACK TYPE It +207.0/-234.0 --------- XX M 1D/25/10
<br />-03 MEWJRE
<br />OVER .500 +.005/0041 M. SAWICKI T Z71
<br />_XXX .010 CAC NONE D-41 1043 1 ol/u/[ 1 63 83d
<br />ANGLES 51 F. TJONG N,T3. I or 2
<br />REF DING USED ON FACh 11/23/10
<br />SNOISIA38
<br />7 6 5 4 3 2
<br />110
<br />Z
<br />9
<br />,=IAi 'SNOLLV331 31U_S TIV IV
<br />SM380S HilidNIND ON1111M]
<br />J-135 .?/LXt1I,-�1L W
<br />HIIM SHVa-n H3VI1V
<br />LNMOHS SV OliV301
<br />save-n isx oe vo oz s (s)
<br />HIM SHOOT NOLLD3S (0
<br />LNMOHS SY O31_VDOI
<br />S�jven ISx 08 vo oz C (z)
<br />H.LlM S�1000 1,1011.319 (9)
<br />NMOHS SV (131VO01
<br />s8vg-n 15X 09 VO CC C (9)
<br />HIK S�fOOO NOLL03S (9)
<br />LUOHS SV (13-LVOCI
<br />smva—n Ism Og Vo OZ c (6)
<br />HIM S8000 INCIL03S (L)
<br />NMOHS 5V 031V30`1
<br />Sbya-rl IS>1 08 VO Q� 17 (al)
<br />HIM S8000 NOLL03S (8)
<br />3WffVT17-NF8-7
<br />_17
<br />9
<br />1.01
<br />18
<br />3iVND88VDA10d JI/
<br />M380S IV13KL33H
<br />qWVM4 mniNqih
<br />V_VV_M
<br />3NV8J
<br />AkAIX3
<br />co
<br />Cn
<br />S3ICN
<br />0
<br />Cl
<br />A.
<br />A - S
<br />4%
<br />The Genuine. The Original. -`GE se.. 2 3
<br />7". 61 4
<br />op
<br />2
<br />-- ---- - INT
<br />Overhead Door Corporation �41,
<br />0'o A� -ATE OF
<br />2501 S. State Hwy 121, Suite 200 1 .1 � �P % S1
<br />Q:
<br />�V4
<br />Lewisville, TX 75067 16 .: %.
<br />Phone 469 549 7100 1i -STATE OF 4U
<br />Fax 469 549 72BI
<br />—overhia.ddoor.c.rn Jamb Attachment 201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />R Method of securing the door to the mounting stir -face is cleta h n Supplement, P/N
<br />0 k iled in t
<br />Narcoossee Rd. Orlando, Fl 32822.
<br />th O�AL 4111241. 3. Test reports 85948.02-601-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
<br />November 13 2012 2. SCOPE OF EVALUATION 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 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 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/draWngs 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/DASMA115
<br />TAS 201,203
<br />SUBMITTED BY; 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
<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 />2501 S. State Hwy 121, Suite 200 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 />Lewisville, TX 75067 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 />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 lisled in section 9 of this report.
<br />1. PRODUCT NAME panels are 24 and 25 gage ASTM A653-00 galvanized FS Type B� 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 �11-;I on'll on � q4 1 rit fil A IF ; +k;
<br />Section Type
<br />Z
<br />9
<br />,=IAi 'SNOLLV331 31U_S TIV IV
<br />SM380S HilidNIND ON1111M]
<br />J-135 .?/LXt1I,-�1L W
<br />HIIM SHVa-n H3VI1V
<br />LNMOHS SV OliV301
<br />save-n isx oe vo oz s (s)
<br />HIM SHOOT NOLLD3S (0
<br />LNMOHS SY O31_VDOI
<br />S�jven ISx 08 vo oz C (z)
<br />H.LlM S�1000 1,1011.319 (9)
<br />NMOHS SV (131VO01
<br />s8vg-n 15X 09 VO CC C (9)
<br />HIK S�fOOO NOLL03S (9)
<br />LUOHS SV (13-LVOCI
<br />smva—n Ism Og Vo OZ c (6)
<br />HIM S8000 INCIL03S (L)
<br />NMOHS 5V 031V30`1
<br />Sbya-rl IS>1 08 VO Q� 17 (al)
<br />HIM S8000 NOLL03S (8)
<br />3WffVT17-NF8-7
<br />_17
<br />9
<br />1.01
<br />18
<br />3iVND88VDA10d JI/
<br />M380S IV13KL33H
<br />qWVM4 mniNqih
<br />V_VV_M
<br />3NV8J
<br />AkAIX3
<br />co
<br />Cn
<br />S3ICN
<br />0
<br />Cl
<br />A.
<br />A - S
<br />4%
<br />The Genuine. The Original. -`GE se.. 2 3
<br />7". 61 4
<br />op
<br />2
<br />-- ---- - INT
<br />Overhead Door Corporation �41,
<br />0'o A� -ATE OF
<br />2501 S. State Hwy 121, Suite 200 1 .1 � �P % S1
<br />Q:
<br />�V4
<br />Lewisville, TX 75067 16 .: %.
<br />Phone 469 549 7100 1i -STATE OF 4U
<br />Fax 469 549 72BI
<br />—overhia.ddoor.c.rn Jamb Attachment 201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />R Method of securing the door to the mounting stir -face is cleta h n Supplement, P/N
<br />0 k iled in t
<br />Narcoossee Rd. Orlando, Fl 32822.
<br />th O�AL 4111241. 3. Test reports 85948.02-601-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
<br />November 13 2012 2. SCOPE OF EVALUATION 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 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 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/draWngs 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/DASMA115
<br />TAS 201,203
<br />SUBMITTED BY; 4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
<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 />2501 S. State Hwy 121, Suite 200 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 />Lewisville, TX 75067 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 />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 lisled in section 9 of this report.
<br />1. PRODUCT NAME panels are 24 and 25 gage ASTM A653-00 galvanized FS Type B� 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 �11-;I on'll on � q4 1 rit fil A IF ; +k;
<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" I nsu 1
<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 />VS, 1-5/8" Insul
<br />186
<br />V12,1-5/8" Insul
<br />187
<br />Door Track
<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 velical tracks
<br />are attached to the supporting structure with jamb brackets as specified on the most recent manufacturer's
<br />installation instructionsfdrawings.
<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/Ai'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 />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 />ly
<br />for windborne debris regions. Refer to the most recent manufacturer's installation instructions/drawings for glass
<br />N size limitations.
<br />Wind Load Bracincl
<br />All drawincs listed in Table 2 of this renort are braced on the inside of the doors with three inch horizontal
<br />Virindload
<br />Specification
<br />Option Code
<br />Maximum Size
<br />Positive
<br />Design
<br />PSIF
<br />Negative
<br />Design
<br />PSF
<br />Reinforcement
<br />Glazing
<br />Available
<br />(Yes/No)
<br />Door Impact
<br />Resistant
<br />(Yes/No)
<br />Width
<br />H�
<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 />3", 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 />91-01,
<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 />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 />1 3", 20 gage U-bars
<br />Yes
<br />No
<br />411046
<br />161-0.1
<br />14'-0'1
<br />23.00
<br />25.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />41104711)_
<br />161-0"
<br />14'-0"
<br />30.00
<br />33.50
<br />3", 18 gage U-bars
<br />Yes
<br />I Yes
<br />411048l')
<br />16-0"
<br />141-0-
<br />34.40
<br />38.30
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />10490'
<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"
<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 gage U-bars
<br />Y s
<br />Yes
<br />2
<br />-0.
<br />81-01,
<br />34.40
<br />38.30
<br />3% 20 gage U-bars + (1) Aluminium Post
<br />=es
<br />Yes
<br />-0.
<br />81-01,
<br />46.00
<br />52.00
<br />3", 20 gage U-bars + (1) Alunninium Post I
<br />Yes
<br />Yes
<br />.y , . — �u . a Z;V - t emanuacturers mostreceni. inlormation is acbrect reterenceto trio 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 identificaton.
<br />Please feel free to contact me if you need any additional information.
<br />SA
<br />-0 STATE .-Dr :4u
<br />..4.
<br />4
<br />spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with a minimum yield
<br />strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized coating. The gage and
<br />Note 1: The option code assemblies indicated in Table I have optional glazing that has been tested for impact
<br />resistance, and therefore may be used with optional glazing in the wind bome debri's region.
<br />Sincerely, 26
<br />quantity of U-bar braces varies depending on the amount of windload resistance required and the height of the
<br />door.
<br />8. SUBSTANTIATING DATA
<br />111111111108
<br />In addition to thre(-,inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this report are
<br />1. Test Report Numbers ETC-06-976-18504,0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108-
<br />TATE OF
<br />hrnr,nii %&AthrfiI I.rni t. J. " nf n +hi,k- rnPQ_T9 �[ -in. 11 TI �f i
<br />2002 for transverse wind load and ANSUDASMA 115-2005 for large missile impact resistance by ETC
<br />hA ri,� A CZ i L,; . 4 CA
<br />telescoping post assembly. The outer member outside diameter is 1.75" wide x 4.00" long. The inner member
<br />Laboratories, 297 Buell Road, Rochester, N.Y.
<br />2. Test Reports CTLA 1672W,
<br />Fl
<br />FL PE 72613 ....... 1tv
<br />outside diameter is 1 .47" wide x 3.72" long. Reference drawing 411061 for additional information on the
<br />CTLA 1672W-1, CTLA1 672W-3, CTLA1 734W, CTLA 1734W-1, and CTLA
<br />All -
<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 />Overhea4b 6�,t6rporatioi
<br />0 �Sub diary of nwa
<br />!T-,
<br />_h
<br />ver bon-ASub"rywianwarol
<br />64d Ddot,�Corplora
<br />7
<br />ad c
<br />o C,
<br />anwa
<br />i IF IN
<br />OvibrK� 113.09T, C orporation.. "uwaia
<br />yy9% C9.,
<br />��j p::!�:�,�
<br />�ololn 7:
<br />in
<br />
|