|
_�b
<br />8 7 6 5 4 3 2 1
<br />� � � 9 L 8
<br />'REVISIONS
<br />- Z S :L N! - 0 mS ONTO. 3a
<br />Z OL £ LL DNOPI 3 s� s31DNd sL I s N n 3
<br />z/ H d3 /
<br />:
<br />NOTES - -.. R -
<br />F Pcv - :¢srw mmn urc : YiRAM1L
<br />.
<br />-u asw✓aaar -
<br />_ ]NON pl0 T xX% - SNO Tn SNOI 10
<br />L V Y - Q
<br />-
<br />-FAT TRACK TYPE SHOWN BELOW _ -
<br />.-. SD(785i RELEASE FER.. ER :11123 �C -SFr
<br />San W 35NRI7U0 541N11
<br />SV3 £O F :X
<br />I�IOiMVS -ly X - '.£00-. 1T00+ DOS a3A0 sfu or ml4u : -
<br />01/SZ/Ol - , /... aR
<br />-. 30 lIND �: - :
<br />_
<br />30647 -A -_-_REV PEH ER.- _ 4/18 12 _- GIZr__
<br />' NOTES-'.-, _ -.
<br />._ 13 GA ROLLER SLIDE ATTACHED 30 Oa REv PER erz - i1 3 t2 crzr
<br />- LLE L E TT HED TO B
<br />-1. IMPACT RESISTANT GLAZING OPTION- IMPACT
<br />R 5 AZ.. 1 HO
<br />_ rs mx�a �wonn I T % -
<br />£OO- /*0 4 00S Ol N
<br />alM xvlN 's ssM 3 _. _
<br />-. .. SL T SM30WON +
<br />C00 i•00 lSZ IC30ND -
<br />__ -
<br />O L/Sa/Ol a0uvl 0 ,; ,, ...
<br />..� ♦.
<br />.0 wRrP" •. _ '310HM - -
<br />Mos( o�i s31a3s«3 ?313WVI0 31DH
<br />13 CA IZ ANGLE _
<br />R BRACKET WITH 5 16 18 BOLT NUT - .'.
<br />T : GLAZING SYSTEM MAY BE INSTALLED TH 0
<br />RESISTANT GLAZ Y I E
<br />S
<br />.. - -
<br />''o - 'aana�
<br />" _
<br />IN TOP OR IN1ERMfDIATf SECTION :OR IN CENTER SLOT AND 1 4 20z9 tfi -
<br />aria 3„il HSINId 3awaPe ssnm saxi"xrx,r
<br />' , :
<br />N0OD 3UI03dS 3H1.1T10FI11M 350da0d ANV3HL 03 u ]Sit. Ol NOI OWLOV a0 3UNNNV tl Ol 0ION31NI SI U ANY
<br />WN3'N
<br />-N011Vajo N) ON11
<br />-
<br />.WITH -
<br />� TRACK BOLT & 1 4-20 WET'( NUT _��--
<br />INSERTS GLAZING ',: '.
<br />. - -" - -"
<br />i:)sia
<br />' D - aDSOTDSIO N. NOUda� a0 B000. I7V3Ha3A0 d0 ]SHOO aM OIZJd 3H1. 1D - 3 - 7': 1 : I
<br />3ti UVNW UGO CV3 W NJ 031dO NI
<br />- d 3 0. Dd 0 JN N3I11 8 OOdd N0M! OA ®S0 OSIO NO a3NNwl AM7: NI. 8O.31OHM NI NOSONIMV NI 'ONV
<br />OU Vd NI N 3 0 NQ M
<br />38 ION .1VH 111Nd
<br />WITHOUT POLYCATIVE . .SHALL .'
<br />„ T3 GA FLAG ANGLE - -THROUGH AN W ALIGNING HOLES - °
<br />Y TWO LJG LE
<br />BE 1 J4 POLYCARBONATE.. MAXIMUM GLAZING
<br />'ONIMtlUO SIHI 531NddW0O 031dfNJJV Su ONV N011V80da00 8000 Gd3Ha3no JD ,UN3d0ad AaVJ31ad0ad OW TtltINOOIJN00 3H1 3atl NDa3H 03NN'1N00 NOLLd1NU0jNl 83H10 11d ONd SONIMV80 3t1!
<br />1383H J1
<br />DIMENSIONS SHALL BE 12,41- 18.53' CUTOUT - -
<br />% t3 GA COMMERCIAL A FRAME
<br />RCI l M
<br />- - -
<br />SlIV130 NOl1On SHOO OdOI ONIIM d0 NOLL4' lain
<br />ai
<br />`. h,
<br />� DOOR
<br />FASTENED WITH S X 1 SMS. 3X ALONG THE TOP ACKE T C ED IT -20 GA CENTER :STILE CE
<br />N 16 OA MIN HQRIZ BR T A TA H W H
<br />" I
<br />- _ -.. '�
<br />AND 2X ALONG THEVERTICAL.
<br />HORIZONTAL EE
<br />a0.i ATNO -0 01 0 d 1tl3S 5a3 N N -
<br />a A a 3 ar13 1v oiss3joad
<br />}.-/
<br />1.7
<br />,S - 'TRACK :-- _ 5 t 4 14x7' 8 SELF
<br />DETAIL A O SHEET 2 FOR ASSEMBLY DETAILS. �----`-.. O / /
<br />N A L DRILLING CRIMPIITE SCREWS
<br />, °
<br />LJ
<br />- -
<br />Lszaoi 3d Xi - -
<br />C 0Z 3d lj
<br />L
<br />V
<br />5 1bx1-5 8
<br />2. NON IMPACT REISTANT GLAZING OPTION / /
<br />LAG SCREW MIN 4 o. -
<br />.090 MINIMUM SSB GLAZING IN MOLDED .FRAMES ,---� � .— -'
<br />L9OSL Xi 3�1ASIM3l :-
<br />'�i -
<br />OOZ 31If1S �l 1,MF3 31.VJS S 1QS�
<br />AS SHOWN) - — - -
<br />SCREWED TOGETHER WITH A MINIMUM OF (10) - : -
<br />-.( )ADD- -.. 3d iNOIMVS �V .y12tVW
<br />,�
<br />3 9 29x 16 LARGE -
<br />Sxt .SCREWS INSTALLED IN TOP OR - ) / / -
<br />. : SELF DRILLING CRIMPTI SCREWS.
<br />1E ,
<br />HEAD TRACK BOLTS OR ` m
<br />INTERMEDIATE SECTION (WITH OR WITHOUT
<br />DECORATIVE INSERTS MEETS UNIFORM. STATIC
<br />THIS
<br />i.`4- O UD WI H
<br />2 ST S T..
<br />1 4-.2.0 HEM NUTS
<br />�
<br />i
<br />—
<br />:
<br />(INSIDE OF EACH END .HINGE)
<br />16 GA END STILE
<br />-
<br />m
<br />-
<br />-"
<br />{
<br />-
<br />'dAl 'SNOILVOOI ]ILLS 11V 1V
<br />SM9a0S 3LLLdWIEID. ONI111a0 -
<br />WIND PRESSURES SHOWN O DRAWING,
<br />0 N
<br />----
<br />-
<br />-
<br />-
<br />UI3S 8/L tit--6/llZ)
<br />-
<br />GLAZING SHALL HAVE A MAXIMUM HEIGHT OF
<br />-„ - "
<br />10.69 AND A MAXIMUM LENGTH F 16.94
<br />95 GA MIN PERT
<br />2 .NYLON -WIN LOAp -ROLLER :
<br />" -
<br />-.
<br />� _
<br />m
<br />�-
<br />^
<br />H11M S?!d0-i1 HOVllV
<br />.
<br />GL ING 5 NOT IMPACT RESISTANT AND DOES-
<br />AZ I _ T T T
<br />TRACK
<br />NTH _� MATH 4 1/2 STEM.
<br />--- �-
<br />--
<br />m
<br />-s
<br />==---'�
<br />- - -
<br />-
<br />NOT MEET THE REQUIREMENTS FOR WIND-BO NE
<br />M TR
<br />-
<br />-
<br />�-
<br />-
<br />-
<br />-
<br />- -
<br />OE$Rls REGIONS.
<br />1 4-20x9 16" TRACK
<br />/
<br />, -
<br />--'_•--�..-_---
<br />-
<br />C
<br />-- ---�.
<br />: -,,
<br />�
<br />-
<br />'
<br />'BOLT AND 1/4-20 HEX
<br />A
<br />-
<br />"'-
<br />--cam J--_
<br />,,
<br />-
<br />- -
<br />..
<br />-
<br />- --
<br />3. VINYL.. OR WOOD DOOR STOP NAILED A
<br />,,,
<br />NUT AT EACH JB-US
<br />-
<br />:
<br />-
<br />'�
<br />�
<br />-
<br />MAXIMUM OF 6 0 C MUST OVERLAP TOP AND
<br />JAMB B AC LOCATION
<br />R KET ATI N
<br />I
<br />•
<br />9--11ti13H
<br />BOTH ENDS OF PANELS MINIMUM 7 16"TO MEET
<br />B.. i,.: E T
<br />:.
<br />J 14 GA WIDE 60D ND
<br />YE
<br />-
<br />- m
<br />-
<br />-
<br />--
<br />:
<br />NEGATIVE PRESSURES.
<br />5 LA
<br />•
<br />-�--..
<br />`'
<br />''- __---�. HINGE ATTACHED` WITH
<br />-'
<br />"1
<br />-
<br />-
<br />-
<br />-
<br />4 KEY LOOK,SLIDE LOCK OR
<br />SCREW AT EAC
<br />- H
<br />() 1/4 1 x5 8. SELF
<br />TAPPING SCR
<br />-
<br />31tlNO atlOA 4
<br />'
<br />'
<br />REQUIRED.
<br />JAMB BRACKET
<br />�... _
<br />m
<br />r_
<br />-C
<br />5 LOUVER OPTION:040" MINIMUM LOUVERS IN
<br />C
<br />-
<br />' -
<br />-
<br />,.
<br />MOLDED FRAMES SCREWED- TOGETHE-R. WTH A
<br />.
<br />8
<br />�
<br />MINIMUM OF `10xt SCREWS INSTALLED 1N
<br />-
<br />-
<br />THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT
<br />,
<br />RESISTANT AND DO NOT MEET THE
<br />15GA STIFFENED
<br />-
<br />REQUIREMENTS FOR WIND-BORNE DEBRISBODY-
<br />.JAMB BRACKETS S
<br />' 78GA NARROW
<br />o
<br />_
<br />m
<br />REGIONS.
<br />E SCH L FOR
<br />INTERMEDIATE ETE HINGE
<br />-
<br />-.
<br />- OUANITY LOCATION
<br />��
<br />_- -._-: ATTACH O WITH :4
<br />..
<br />I
<br />'..
<br />6, SECTION STEEL TO HAVE A MINIMUM 26 GA
<br />-
<br />AND TYPE
<br />`,
<br />I.
<br />_
<br />-. '1 4 14x5 B SELF
<br />/ /
<br />m
<br />-
<br />,
<br />_
<br />-
<br />THICKNESS.
<br />-
<br />�
<br />- TAPPING SCREWS-
<br />...
<br />�
<br />- 7. SHE DESIGN OF THE SUPPORTING STRUCTURAL
<br />KEY LOCK OR SLIDE
<br />LOCK ONE END NOT
<br />----- _-
<br />-
<br />ELEMENTS SHALL B THE RESPONSIBILITY OF THE
<br />ELE E E
<br />PROFESSIONAL OF RECORD FOR THE BUILDING OR
<br />-
<br />-.REQUIRED WITH
<br />14 GA BOTTOM BRACKET
<br />-
<br />- \
<br />-�
<br />-
<br />{
<br />- -
<br />3 OS 1F/13WL33 H5.
<br />: N' N.
<br />STRUCTURE CTURE AND N ACCORDANCE .WITH CURRENT
<br />4 IR
<br />'OPERATOR -. SEE
<br />�.
<br />-. ATTACHED WITH (2)
<br />-
<br />P
<br />_--_----
<br />'.--�_�-
<br />-, -
<br />-
<br />-
<br />-
<br />BUILDING CODES FOR THE LOADS 6157ED- ON THIS
<br />NO 4. 10 LOCK
<br />NOTE SLIDE
<br />)
<br />_ „..
<br />). 4 14x7 8 SELF DRILLING -:
<br />/. - /.
<br />- -'
<br />. -:
<br />4
<br />�--
<br />-
<br />-',
<br />-
<br />3WVaj 2i01a31N1 - -
<br />DRAWING. -
<br />-SHOWN FOR CLARITY
<br />.0
<br />CRIMPTITE SCREWS AND {1)
<br />.
<br />--_-•--�--a""`"-
<br />,
<br />---:
<br />- -• - .
<br />'
<br />1/4 14x5/8 SELF DRILLING
<br />-
<br />a
<br />B. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL
<br />-
<br />:
<br />_ _
<br />TAMPER RESISTANT SORE-
<br />i _
<br />�,•
<br />`
<br />GRADE LUMBER REFER TO JAMB CONNECTION
<br />'..
<br />�
<br />--�
<br />-
<br />SUPPLEMENT FOR ATTACHMENT 0 SUPP RTINGSOLID1
<br />M T.T 0
<br />STRUCTURE
<br />0 '.4 SECTION
<br />:- DDOORSHO4NV, SEE SHEET
<br />m
<br />_
<br />2.FOR U-BAR LOCATIONS
<br />9. FOR LOW HEAD ROOM LIFT CONDITIONS. TOP
<br />T
<br />ON DOORS WITH OTHER
<br />- - -
<br />-•-
<br />`J—
<br />-----"�"�
<br />BRACKET SHALL E A 13 GA LHR 7 4 TOP ' -
<br />A B /,
<br />SECTION QUANTITIES AND ..
<br />T 0 ! S
<br />: .-:-•--�-- ._r----�
<br />.-
<br />RA KET WITH A MINIMUM OF 3 i -14x7 8„
<br />1 SEE. NOTES AND 2 THIS
<br />�-----.-"��
<br />-Q Q NMO14S SV 031VOD1 - -
<br />sava-n is>i Os VO '. Z E .S
<br />)
<br />- H1UA S?J000 NOLL03S (4)
<br />SHEET FOR GLAZING
<br />B SELF DRILLING :CRIMPTITE SCREWS 1N -LIEU OF. THE p
<br />U BRACKET SHOWN ON THIS DRAWING, U-BAR ON: ' OPTIONS. - B
<br />-
<br />TOP :SECTION SHALL BE INSTALLED ON TOP OF - - -
<br />LHR TOP BRACKETS. 11 savesn ISX 09 Vo T� T Dz ..e (L)
<br />10, IN. LIEU OF THE SHORT :PANEL EMBOSSMENT- "
<br />SHOWN, LONG PANNEL EMBOSSMENT, V12 PANNEL
<br />EMBOSSEMENT OR NO EMBOSSMENT MAY BE
<br />USED.
<br />A
<br />JAMB BRACKET SCHEDULE
<br />DOOR
<br />,HEIGHT
<br />NO OF
<br />SECTIONS
<br />BRACKETS
<br />(EACH JAMB)
<br />- BRACKETS MEASURED FROM BOTTOM
<br />OF TRACK (ALL DIMENSIONS # 2') -
<br />4
<br />FAT-7
<br />2 - (JB-US), IQ- JB-U5 , 21-3 4 (JB-US), 29-3 4 JB-US, 39 - JB-US , 48 JB-US , 57-1 4- (JB-US)-
<br />6'--6"
<br />NGR-6
<br />5' STD 22 STD 35 3 4 STD. 54-3 / 4 STD 67 - STD 73 STD
<br />4
<br />FAT-7
<br />2" (JB-US). 10" JB-US 21-3 4"- ( JB-.US), 29-3:4" JB-US 42" JIB -US 52-12" JB-U5 , 63-1' 4" JB-:US
<br />NGR-6
<br />5" (STD), 22" STD . 35 3 4" STD , 54-3 4" STD , 67 STD.. 73 STD.
<br />7,.-6"
<br />FAT-8
<br />2' JB-US' , 10" JB-US , 18-3 4' JB-US , 26-3 4 JB-US , 36- JB-US , 45 JB-US , 54-1 4" - JB-US , 74-1 2- JB-US
<br />- 5
<br />NGR-7
<br />S 22 S 35.3 4 54-3 4 STD , 6 - STD , Z STD ,: 82 STD. -
<br />5-:.'.
<br />AT-8
<br />2 JB-US 10 JB-US), 21-3 4 JB-U 29-3 4- JB-US 9- JB- S - JB-US. 52 7-1 OJB-US 75-1 2 -US
<br />8'-0"
<br />NGR-7
<br />5 .STD, 22 'STD .35 3 4 -STD, 54-.3 4 (STD, 67 STD 73 (STD 82 STDSEE
<br />NOTE BELOW
<br />'JB .AND NGR FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK PATH 1/4-20x9 115TRACK BOLT ANDNUTAS SHOWN ABOVE. - -
<br />MARK A. SAWICKI, PE L
<br />' - NMOHS s 031V001
<br />ALL DOORS GR€ATER THgN 8 IN .HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK OHART FOR DETAILS tl 02501 S. STATE HWY 121, SUITE 200 LEWISVILLE, TX 75067 Sava-n ISN os VO Oz "E (6)
<br />H11M SNOOD NOILD3S (L
<br />FL PE 72613)
<br />SERIES 170--177 180 187 TX'S 1Q6RO a
<br />7 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR .Q
<br />SUPERIMPOSED DESiGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />WIDTHHEIGHT.
<br />WIDTH
<br />DOOR
<br />UNIFORM LOAD EACH JAMB PLF)
<br />(
<br />0"
<br />ALL
<br />': +184.0/--208 0
<br />9'-0"
<br />ALL
<br />+207.0/-234.0
<br />- STATIC- PRLSSURE RATINGS
<br />-APPROVED SIZES
<br />-
<br />DESIGN PRESSURE(PSF) 46/-52
<br />MAX WIDTH: 9'
<br />MAX HEIGHT: 1.4 -
<br />- -
<br />IMPACT/CYCLIC RATED: YES
<br />MAX SECTION HLIGHT: -21"
<br />VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS,
<br />`S: oz THE DRAWINGS AND :ALL°.OTHER INFORMATION CONTAINED HEREIN .ARE THE CONFIDENTIAL AND PROPRIETARY PROPERTY OF .OVERHEAD DOOR CORPORATION AND ITS AFFILIATED COMPANIES. THIS DRAWING - - 'NMOHS SV 031tlO0I - - -
<br />AND INFORMATION, IN WHOLE OR IN -PART, MAY. NOT BE COPIEDTD . IN ANY OR DISCLOSED ANYONE WTTHOLT--THE PRIOR WRITTEN CONSENT OF OVERHEAD DOOR CORPORATION.. NO DISCLOSURE OF :.s8v -D ISN 08 9 Ol -
<br />ANY OF THIS DRAWING OR INFORMATION IS INTENDED TO OPERATE AS A -LICENSE OR AUTHORIZATION TO USE IT FOR .ANY .PURPOSE WIT OX THE :SKI:= WRITTEN CONSENT' OF OVERHEAD DOOR CORPORATION. B V " ( � -
<br />. 7mrmwccs-uNassm,cawsesRcc•m FINISH 'nmta ,. w,-,v,,:I - NA1E arc ow>Ir<Yme - _ - H1IM 5a000 NOLL03S (8) -
<br />I10LE D ETER WHOLE -M -:. ursx�. '. °wrlx er: - SERIES 170. 18OWL-
<br />UNDER :251 +,004-.00d '�/A 1f'�.�3'� G. TAYLOR 10/15/10
<br />/ NUMBERS.. m .25 .,
<br />zsI ro soo +.Dos/-,003 •x t a ra.wv avxm w WS9, 9 'MAX WIDE aao s. I I a aad naa a Donis
<br />M YI4.100 ANO Y143 _ DNIT DF - -1ZD Z. 9I b :a3 Had A321 - r OVER .5R0+.006/ -.a03 -xx _..3 .D3 - M. SAWICKI 10/25/1D t t V ca9x _ -
<br />s YMmWOlso°hFs"F�dc FRACrJONS xxx t.oi MEASURE' DN n: =R D 4111043 LAS oI.cz It a3 aid SVil3a s9aos
<br />IP us.. cusrt�wRr udP; 0 A^ " NONE .wPgoho -
<br />t 1 16 ANGLES, •f :5 E EH 11/23/10-•nnmaar - 3nM ' epumosn UN m - -
<br />REF DWG USED ON / F. TJONG scuE N,T.n, sxrtT 1 2
<br />NQlslnaa
<br />8 7 6 5 4 3 2 1
<br />5 9 L 8
<br />8
<br />— 3wVa3
<br />801631X3
<br />S31ON Q
<br />0
<br />Q
<br />t®�■ ar$f
<br />�it!!i!!lraor 1•`iaQ.` A •�Ai�>r
<br />CEAf
<br />The Genuine The Original. w��+� y\GE .•r��.� a M7`613 3 4
<br />.
<br />cVO-
<br />.d �
<br />®_.
<br />'~ �� Overhead Door Corporation.rFt2'+" 1
<br />2501 S. State Hwy 121, Suite 200 i=,i"E OF .. • / / '> l • �.e1
<br />Lewlsville,TX75067 +,-0 t t (61 t a'rU :� •
<br />Phone 469 549 7100 °- STATE OF ° 4U 4:
<br />�sf��•. � � �t � v�•'• •��'►`
<br />www,overhoad9dcorr..corn >� ,K °.a p :; Jamb Attachment ��ef�`�; I'`•••"'';� o� 201 and TAS-203 for large. missile impact and cyclic resistance by Certified Testing Laboratories, 7252
<br />,��• �,► Method of securing the door to the mounting surface 1s detailed In the l lfb�n Supplement, P/N 3 Test Narcoossee Orlando, FI132822.
<br />November 13th 2012 �i�rr oo p 5 0 80 18, 85948.04 801 18, and 85948.06 80i 18 tested in accordance with ASTM
<br />2. SCOPE OF EVALUATION tf!!!►�� E1886, 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 ize 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 p
<br />p p Product approval 9N-3, were used to analyze the doors and make the. wind Toad 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. USE$ 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 1715.53.1 ANSI/DASMA 108
<br />To Whom It May Concern: specified allowable design pressures. 411060. ANSI/DASMA 115
<br />TAS 201,203
<br />4. DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
<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 Florida Building Code and shall not series a s a o exceed the allowable transverse Wind I shown n The see number o f i i r sectional i overhead r v i d Dads s ow i the following tables: review
<br />s e garage doors listed n Table 1 are sect o a o e cad garage e doors and are constructed c f ,g Upon w th o a e co s u led. o e e of a data submitted b tt d b Door Corporation, g 9 9 9 p eit is opinion gmthat th m els s d ri Ye od a described
<br />e
<br />2501 S. State H 121 i 2
<br />Y
<br />wY ,
<br />Su to 00
<br />Ivanize steel sections with polyester finish. The r r a d n a two Gnat a e t doors are two-inch t ick raised anal or flush, 'n this report conform ' g p y s e sh e sthick, e p i Sep.,. 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 B steel, and finished with an ASTM A525 made For Series Number Shown in Table 1
<br />1. PRODUCT NAME up of (3-30 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 o0 gage steel center stiles. A f ' h'
<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 />_-•
<br />172
<br />VS
<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 />Panel, _` r
<br />Short 1 5/8 Insul
<br />180
<br />n
<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 />p g g 9 g
<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 W' of carbonate constructed r drawing 410776 or an equivalent
<br />g g p Y � g..
<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 r s rp, with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames and inserted in the
<br />I to or intermediate section of the door. The glazingis not impact resistant and does not meet the requirements
<br />E Ate. � � M= �.a for windborne debris regions, Refer to the most recent manufacturer's installation in%ructions/drawin s for lass
<br />k; size limitations.
<br />a
<br />Wind Load Bracing
<br />r � tL' � All drawings listed in Table 2 of this repod are braced on the inside of the doors with three inch horizontal
<br />ny I erence In t I$ report to the manufacturers most recent Information 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 re
<br />port eport 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 />.
<br />The garage door assemblies listed in Table 2 of this report are no roved for i h ' g 9 p t approved use m e "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 />'P ERG E IVS ':�',l.�
<br />Note 1: The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact r
<br />STATE �'1f- r 1u� s annin U-bars. Each U-bar is made of either 18 a e or 20 a e ASTM A653-00 steel with minimum ield P , p , 9 g p Sincere) �Np 26 • «
<br />f, Q » ". P g g g 9 - a Y resistance, and therefore may be used with optional glazing In the wind borne debris region. Y
<br />.AI �. *•. ��, strength of 80 ksi and arefinished with an ASTM A525 minimum G 40 galvanized coating. The gage and id
<br />�+ •., Rto
<br />•`�. inn quantity of U-.bar braces varies depending on the amount of windload resistance required and the height of the
<br />1C� fy p,b ���®` door. 8. SUBSTANTIATING DATA �.• t �:
<br />t l ► 1. Test Report Numbers ETC 06-976 18504.0 and ETC-06-976-18504.1 in accordance with ANSUDASMA 108- STATE OF �
<br />ottttli+d In addition to three-inch horizontal spanning U-bars, some of the assemblies fisted in Tables 2 of this report are p Gy ;' '✓�
<br />braced with vertical aluminum sts made it of 0 125 inch thick 6063 T6 aluminum alto The not is a 2002 for transverse wind load and ANSI/DASMA 115 ZOOS for large missile impact resistance by ETC Mark A Sawicki i 04=` ♦a"
<br />C
<br />Windload
<br />Specification
<br />Option
<br />Maximum Size
<br />Positive
<br />Design
<br />PSF
<br />Negative
<br />Design
<br />PSF
<br />Reinforcement
<br />Glazing
<br />Available
<br />Yes/NIo
<br />Door Impact
<br />Resistant
<br />YeslNo
<br />Wid
<br />th idth
<br />Height
<br />411039
<br />9'-06
<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 />9,4,
<br />14'-0"
<br />35.70
<br />41.00
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />1
<br />4110431)
<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 />99
<br />Yes
<br />No
<br />411045 _
<br />16'-0"
<br />14'.-D".
<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 />16'-0"
<br />14'-0"
<br />30.00
<br />33.50
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />41104811)
<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 />16'4'
<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 a U-bars
<br />gag
<br />Y es
<br />N o
<br />411051
<br />18'-0"
<br />14'-0"
<br />18.50
<br />20.70
<br />3", 18 gage U-bars
<br />Yes
<br />N4
<br />4110521
<br />iS'-0"
<br />14'-0"
<br />34.40
<br />38.30
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />411053C)
<br />18'-0"
<br />8'-01,
<br />34.40
<br />38.30
<br />3", 20 gage 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 />telescoping post assembly. Thouter member outside diameter is f .7a" wide x 4.00" long. Thepinner member
<br />Laboratories, 297 Buell Road, Rochester, N.Y.
<br />2. Test Reports
<br />FL PE 72613 ���! •''••"••1`���y
<br />outside diameter is 1 T' wide x 3.72" long. Reference drawing 411061 for additional information on the
<br />CTLA 1672W, CTLA 1672W-1, CTLA1672W 3, CTLA1734W, CTLA 1734W-1, and CTLA
<br />ors Its
<br />tie!
<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 />r!►%�
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