|
SUPPLEMENT FOR ATTACHMENT TO SUPPORRING
<br />STRUCTURE.
<br />NQIE � (4) SECTION SOLID
<br />DOOR SHOWN. SEE S� IEET
<br />14
<br />4E-t
<br />9� FOR LOW HEAD ROOM LIFT CONDITIONS, TOP
<br />2-FOR U-RAR LKAMNS
<br />ON DOORS WITH OTHER
<br />BRACKET SHALL BE A 13 GA 1-H.R 7/4 TOP
<br />SECTION QUARITITIES, AND
<br />BRACKET WITH A MINIIAiM OF (3) 1/4-14x7/8"
<br />SEE NOTES I AND 2 THIS
<br />VATC �-�
<br />I b EiSUPE RATINGS
<br />APPROV'M S17-S
<br />7F) 4F -
<br />PSES'511:REI�PS 52�
<br />MAX VAD TH�
<br />MAX ITIGHT.' T4'
<br />C Y CL, I C IT A I E D."
<br />MAK SEnTION
<br />LWUHS SIV Ujivuoll
<br />5�va-n 4S)i O's VO, OZ � (S)
<br />I:dtM SdOOCI NOWAS (i�)
<br />B SELF DRILLING CRIMPTITF SCREWS IN L�ELJ OF THE SHEET FOR GLAZING
<br />BRACKET aROAN, ON THIS DRAWINO. U-3AR ON OPTIONS -
<br />TOP SECTION EHALL BE INSTALIFD ON TOP OF
<br />LHR TOP BRACKETS. NMGHS SV 10ai'ODO-T
<br />I�vq-(i IS)� OR ve 0�
<br />10. 1N LIEU CF THE SHORT PANEL EMBOSSIMLENT
<br />SHOWN, LONG FANNEL EMBOSSMENT, \,12 FANNEL
<br />EMBOSSEMENT OR NO EMBOSSMENT MAY BE
<br />USED,
<br />CA ON
<br />IKLA-�l E
<br />;PLAT
<br />16 CA HORIZDNTAL
<br />TRACK
<br />LAG
<br />SCREW
<br />15 CA MIN
<br />AT EACH
<br />TRANSMON ELLIPSE
<br />JAME)
<br />BRACKET
<br />16 CA MIN VERT
<br />:�2ACK
<br />QA JAMB
<br />,ACKETS SEE
<br />SCHEDULE FOR
<br />QUANTITY,
<br />LOCAMN AND
<br />TYPE
<br />I "NCR" TRACX fYPF
<br />8
<br />7
<br />Nn���
<br />I I I I I 1 -1 Q W.1 -1
<br />' LOTTE�D JA!4B BRACKET ATTACHED TO TRACK NTH 1/4-ZO.R/IB" TRACXBOLT AND NUT AS SHOW ABOVE,
<br />(J6 ANk� N-GR) FOLLOV4NC DIVENSIGN DENOTF9
<br />MARK A. SAMCK1, �PF
<br />ALL DOORS GREATER THAN 8' IN HEIGHT REQUIRE USE Or CONTINUOUS WALL ANGLE, SEE SUPPiXMENT TRACI( CHAR7 FOR DETAILS 2501 S STATE:HWY 121, SUFFE 200 NMOH$ SV Q3iV301
<br />0Z r (r,)
<br />LEWIVUE, , TX: :7506.7
<br />FL PE 726.1:3
<br />TX FE:1106291
<br />S n-177 1 8U'-'- 187 1 MOFESSKINk ENGINEEws SE& PRWIDED ONLY FOR A
<br />SERE 1 /U Cl
<br />JAMB BRACKET SCHEDtJI F
<br />DOOR
<br />HEIGHT
<br />NO DF
<br />ECTIONS
<br />NO' OF JAMB
<br />BRACK
<br />(EACII-I JAMB)
<br />LOCATION OF CENTER NE OF JAMB
<br />BRACKETS MEASURED FROM BOTTOM
<br />F A I 'AU DIMEN.SIONS ± 2")
<br />FAT-7
<br />—6
<br />2" (JB�U2), 10- (JB-US), 21 3/4- (JI3- 4._.S), 39- (jS-US), 49' 57-1/4' (JI3-US)
<br />wc�R -
<br />-,�/4' (STD), 67' (STD), 73" (STD�
<br />1,
<br />FAT-7
<br />2" (JB-U5), 10' (JB-IJIS), il-3/4� 29-3/4' (JB-US), 42� fffl-LIS), 52-1/2' JR-U5), 63-1/4" (JEI�US)
<br />7--0"
<br />NGR-8
<br />5- (STD), 22" (STO), 6'. (sTc), 3 " (STD)
<br />FAT-8
<br />ja-')S)� -
<br />2- �JB-US), la- Ij JJB-US�, W 54-1/4" (JO-US), 7�-`I/2- (JB-UQ]
<br />7'-6"
<br />5
<br />V-0-
<br />5
<br />,4-,)/4 (STIP). 67- (STU), 73" (STM,
<br />-
<br />I SEE NO�E 13ELOW
<br />SUPERIMPOSED DESIGN PRESSURE
<br />LOADS ON SUPPORTING STRUCTURE
<br />DOOR
<br />WtOTH
<br />DOOR
<br />HEIGHT
<br />UNIFORM LOAD EACH JAMB (PLF)
<br />8'- b"
<br />ALL
<br />+T84.0/-208 0
<br />9'-0"
<br />ALL
<br />+207.0/-234,0
<br />I VERIMATION OF WIND LDAD MNSTRUOTiON DETAILS.
<br />------------------
<br />Q
<br />�0.
<br />................... ..
<br />.0.
<br />................ ... .............
<br />.0.
<br />L
<br />NMORS SV
<br />THE DRAWING, AND ALL OT-110I INFORMATIDN COISTAINED HEREIN ARC THE CONFIDENTIAL AND PROPRIEDRY PROPFRTY OF OVERHEAD D" CMPORAMN AND ITS AFRLATED DO PAN I
<br />V E-, THS ORAANO
<br />V L111O1t14MgATDI ED IN ANY D T AW WMMTTHE FRIOR WRITTEN coosiiw or mmpz o6oR coo N:: NO DISCIOSURE Or IS�4 08,V1:), 03 .5� (00
<br />I'D -A 0
<br />L' )R PA-1�11&061 CID -R OR 7A S UGE JT FOR
<br />7 "� 0 "Ho"' ' P' M*W 00 E
<br />7 PAWING OR INFORMA-11ON 0 OPERATE AS A, UCtRSE OR R AW.. P LIAM�E WITWff Tit Mff WRITTEN �.COVVI I or M� 0009 CORP'�WIONL
<br />TP uiiw sI:iow NoLLois 03)
<br />FINISH
<br />HOLE VIAMETE
<br />WMBERS: t .25 UOR
<br />uNbEP 251 +.GO41-003 WPOLE -;�4 'I-' G., TAf SEFIES 1701 18OWL dm-fi
<br />.251 TO $DO +.006/-,W3 WS9, 9' W WIDE IW) i i
<br />QM X J UNIT OF
<br />MA mv� Ax EJ MEASURE M., SAWICKI 10/25/10
<br />S~ . - — n-Al �nA7 -Lm
<br />FRACTIONS XXX t 010, r",)m
<br />REF DWO USED ON ANGLES; 4: S' EACI F. TJOW N.T.S. S3LON <
<br />6 4
<br />2.
<br />9
<br />%
<br />I 1:001,f li,
<br />'The Genuine. The Original.
<br />Ats, 2 4
<br />os I
<br />.4
<br />A,
<br />N
<br />f
<br />Ov�h.ad Dow C.rporatlon
<br />2501 S. STat� H-y 121, Suina 200 STA-CE, OF
<br />i e- sv.k, TX 7 5W,
<br />, !W
<br />T'hone 4695497!C0 STATE'
<br />OF
<br />r- 469 549 7,15',
<br />w�vmovorheadd�r,CnM
<br />.0 X Jamb Attachment
<br />�# . & 201 and TAS-203 foriargemissile impact and.cyclicir sJfst e by Ger.tiffe<j.Testing:Labo.rat6r!es., 725.2
<br />ano
<br />M6thod of securing the door to the mounting surface is detailed in th
<br />pplement, P/N NwComee Rd, Orlando:, FI 32822.
<br />411241. -801-18, and 85948.06�801,48 tested in accordance with ASTM
<br />November 13'1'2012 'i . re 31 Test reports 85948.09�:80 lw,18, 8594844
<br />2..SCOPF- OF EVALUATION El 886, ASTM, E 1996 and ASTM E330 by ATI
<br />Structural Transverse Wind Loads and Large M( ile Impact and Cyclic Wind Pressure. Resistance. Since every 6. INSTALLATION 4. Installationinstructi.ions. and supplemental data,sheets prepared by Overhead Door Corporation.
<br />door size cannot he tested, engineering analysis. usi n =i1ted. per t All drawings listed in this report are to be installed in accordance with the most recent manufacturer's published 91 CODE REFERENCES
<br />gacomparativearial is, as ps he Florld
<br />yal . I �a - .. 1.
<br />Subject: Eval.0 Product a proval 9N-3, were Used to. analyze installation instructions/drawings and this report. Florida Buillding Code 201:0 Edition and/ r Standards
<br />-177,180-187 P. thp.4.cloors and M.Ake the Wirid load desi n&
<br />ation Report for Models 170 The: most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy of these :Section 160.9. 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 />To W The seriesnumber garage doors listed in Table I are used for residential andcommercial applicatio'ns.with For information about the mounting of the door to the building structure surface, please reference drawing Section 171515.3,1 ANSUDASMA 1.0.8
<br />horn It May Concern. specified aflowable.clesign pressures. 411060. ANSI/DASMA 115
<br />TAS201,203
<br />SUBMITTED BY: 4, DESCRIPTION 7. ALLOWABLE TRANSVERSE WIND LOADS
<br />Overhead Door CorporaVon General Design wind load pressures for garage doors shall be determined in accordance with section 1609 of the 2,010, 10. REPORT SUMMARY
<br />The.serie.s. number garNe doors listed 111abte, I are secti.orial erheadgar 4 doors and are constructed of Florida.Building Code and shall not exceed theallowable transverse wind loads shown in the. following tables: Upon review of the data su�rnitt
<br />2501 S. State Hwy 121, Suite 200 ov ag ed by,Overhead Door Corporation, it is my opinion that the models as described
<br />galvanized steel sections with a. coat.polyesterfinish. h , .. r - rat
<br />edoosa c p
<br />Lewisville, TX 75067 wo-inch thi k, raised panel or flLish, in this re. ort conform with. or are asuitable alternative to the code standards and sections in.the Florida Building
<br />with tongue and groove sections. See table 2 for door designs: aundcorrespoinding parrollhi . cRnesses-The Table 2: Models 1701180 Allowable Transverse Wind Loads and Impact Rating Code 2010 edition listed In section 9 of I this report-
<br />1. PRODUCT NAME panels are.24 and 25 gage ASTM A653-00 g'afvanized FS TypeL 8 steel, and f inished with an ASTM A525 made For Series Number Shown in Table 1
<br />up of G-SO boating, covered with two coat$ of p ye rpain ec nf rc
<br />ol , ste .1. Eachs tion is.rei� � o. ed,with 16 or 20.gage end 11. LIMITATIONS
<br />Reference Table 1 for product names
<br />Section Type
<br />Exterior
<br />Steel
<br />Thickness
<br />Panel 'Design
<br />Series
<br />Number
<br />Pan
<br />2S Ga
<br />Short Panel
<br />170
<br />Long Panel
<br />i V12
<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 />5 1 2 G a
<br />Short Panel, 1-5/8" Insul
<br />180
<br />I ong Panel, 1-5/8" Insu 1
<br />181
<br />V12, 1-5/8" Insul
<br />182
<br />5/8" Insul
<br />185
<br />24 6a
<br />rt Panel, 1-5/8" Insul
<br />183
<br />Long Panel, 1-5/83' Insul
<br />184
<br />VS, 1-5/8" Insul
<br />186
<br />V12, 1-5/8" Insul
<br />,QoorTracks
<br />All. door assemblies listed tinthis reporlb.ave both. verticaland horizontal tracka ranging from a minimum I'S gage
<br />to minimum 1.6 gage� 33�lksi stool 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 />I nstall6tion ..I n.p.trucfio.n.s./.d.ravA'r.igs..
<br />GII Sectloas.
<br />The drawings,listed in Table 2 of this, nepott.with 0, ml
<br />g&ved openings1hat meet the re ent If r impact
<br />q Ire s. 0
<br />resistance have glazing that is made of W`p fboriate constructed per dr6wi no' 410776 or an equivalent
<br />product approved for use inFlonda, arid can'be iristalled.ln:the to.loorintermediatelsections of the garagedoor,
<br />These assembi I as are available for use with the glazing opt[on in, wlfld�bome do�brisrvgions and are indicated so
<br />in Table 2. The maximum glazing dimension s� shall. be 18.56" x 12.26.'
<br />The drawings that. are notindicatedfor use in wind-borne debris regiongwith theglazing option arqavailable
<br />with a.minimurnof 0�090-ihoh thick standard $SB glass wiridows that art installed . in fr mes and inserted I I h1he
<br />a
<br />X111
<br />top or intermediate section of the.door. The glazing. is not impact resistant and does notmeet thO. requirements.
<br />r to the Fri ost rece nt manufacturier't I nst ation, I n struoti ns/draw. Ings
<br />for windl�ibrne debris regions. Refe all. f or glass
<br />size lirrfitations.
<br />-k -
<br />if Al Wind Load Bracing
<br />�D'
<br />All drawincis listed in Table 2 of this nott are braced on the: inside of the doors th threa 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 />Door Impact
<br />Resistant
<br />(Yes�No)
<br />Width
<br />Height
<br />411039
<br />9!-011
<br />14'-U'
<br />15i9O
<br />18.20
<br />3", 20 gage U-bars
<br />Yes
<br />No
<br />411040
<br />W-O"
<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-1bars
<br />Yes
<br />N 1 0
<br />411042
<br />91-01,
<br />14'-0'
<br />35�70
<br />41.00
<br />Tr, 20 gage . U-bars
<br />Yes
<br />No
<br />411043i'�
<br />9,-0,,
<br />14'-0"
<br />4-6.00
<br />52,00
<br />3",.20 gage U�bars
<br />Yes
<br />-.-.
<br />Yes
<br />411044
<br />161-01,
<br />14'-0"
<br />12.40
<br />13.80
<br />3", 20 gage LI-bars
<br />Yes
<br />N 0
<br />.411045
<br />16'-w
<br />14'-0"
<br />15.30
<br />17,00
<br />3",,20 gage U-bars
<br />Yes
<br />No
<br />441046
<br />1 6�-011
<br />14'-0"
<br />23.00
<br />25.00
<br />3", 20gage U-bars
<br />Yes
<br />No
<br />411047"'7--
<br />16'4'
<br />14'4'
<br />30.00
<br />33-50
<br />3", 18 gage U-bars
<br />Yes
<br />Yes
<br />411048")
<br />16-0"
<br />14'-0"
<br />34,40
<br />38,30
<br />T, 18 gage L17bars
<br />Yes
<br />Yes
<br />41104911)
<br />16'-0"
<br />14'-0"
<br />46�00
<br />52-00
<br />3", 18 gage U-ba rs,
<br />Yes
<br />Yes
<br />41 1050
<br />18'-0"
<br />14'4'
<br />12A0
<br />1180
<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 />41 10K(1.)
<br />18'-0'
<br />14'-0
<br />3
<br />38.30
<br />3", 18,2�9e, U-bars
<br />Yes
<br />Yes
<br />4110531'1
<br />1,&-O�
<br />8'-0"
<br />34.40
<br />38.30
<br />&', 20 gage U-bars + (1) Aluminium Post
<br />Yes
<br />Yes
<br />411054(l)
<br />18,-0,
<br />8,-0"
<br />46.00
<br />52,00
<br />3", 20 gage LI (1) Aluminium Post
<br />Yes
<br />a 1 111. 1�7,uv,llk unnat on s a fa,, rq erence so I o most
<br />recent informati.on submitted by Overhead DoorGorporation to the Florida Btjl[din Gornmission,as part of their
<br />Florida. Product Approval application forthe drawings 11sted in Table 2 of thls report,
<br />This evaluation report and the most recent, I ristallaticin instructions, wh n required by the building ofticfal, shall
<br />be submitted atthe time of permit application.
<br />The design of the supporting structural elements s I hall be the responsibility of the design professional for the
<br />building structure and in accordance with current btAtdfng codes for the loads listed in Table 2 of this report.
<br />The doors Shalt not be: located in.:areas where the transversevind loads exceed the allowable loads shown. in
<br />Table 2 of this report,
<br />Thegarage doo,rasserriblies II-sted 1 1 n Table 2 of this report are not, approved forbse in the "High Velocity
<br />Hurricaria Zono"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 />.1 E Ile
<br />10 42
<br />spanning.1-1-bars. Each U-bwismado of either 118-1 -gigbASTM A1353�00 �steof with a minimum yield
<br />gaig a .6 r 20
<br />Note 1: The Option code asserribliesindicated in Table 1 have optional glazing that has been tested for irnpact
<br />res ista Poe, an d t heref o re rn ay be Used with optio nal g I az I ng i n t h a wi nd bo me deb ris reg i on.
<br />"-Im Any"
<br />Sincerely, -A,
<br />strength of 80 ksi and are finishedwith an ASTM A525 minimum. G-40 galvanized Coating. Thegage a nd
<br />of Ll-�bar braces v aries dependi ng on the height
<br />quantity amount of wil indloat1tosistiance requi r and: the of the
<br />door,
<br />8-SUBSTANTIATING DATA
<br />.w �a 1. ./W N,
<br />'Z *-
<br />%
<br />il Wt
<br />0 Oil
<br />In addition to three-inch horiz Qntal spanning U-bars, som e.of the. assemblies. li sted I n Tables 2 of this report Eire
<br />4— -4 4, --rfi �f 1, +g;, --A f a -tpq 41—&:' na, j -r . a . -f 11
<br />1. Test Report Numbers ETC -06-976-18504.0 and ETC-06-976-18504 1 in accordance with ANSI/DASMA 108-
<br />2002 for transverse wind load. and ANSI/DASMA 115-2005 for largernissile impact. resistance by ETC
<br />-0 -
<br />STATE OF
<br />&A-L, A
<br />..tau -1� U um nu, it a by. I he posus� a.
<br />tafescoping post,assemb ly�- Th e outermember outsidedievneter. is. 13,51' Ode x.4,00' long. The inner member
<br />Laboratories, 29.7 Buell Road, Rochester, N.Y.
<br />FL PE� 72813
<br />K
<br />0 ufside d ameier I dex 3-72!'� [,or ererim draWng 411.061 for additionali informall'on . on the
<br />.s 1 .47 w! -g. Ref
<br />2. Test Reports CTLA 1672W, CTLA 1672W�1, CTLA1672W-3, CTLA1734W, CTLA 1734W-1, and CTLA
<br />installation of the post assembly
<br />1734W72 tested in accordance with Miami -Dade County Protocol. TAS�202 for transverse wind ioad and TAS
<br />q
<br />ve
<br />"0 r"C',
<br />Cr
<br />
|