HomeMy WebLinkAboutProduct Approval I
Wayne-Dalton
Division of Overhead
Door Corporation
P.O.Box 67
M!.Hope.Ohio 44660
Phone 800-327-3667(DOOR)
Fax 330 763-8042
www.Wayne-Dalton.corn
April 12,2012
fr'
Subject: Evaluation Report for Models 8000/8100/8200
LIAR 2 6 f 2016
To Whom It May Concern: PERPAITTIP411S
St. Lucie County, FL
SUBMITTED BY:
Wayne Dalton,A Division of Overhead Door Corporation
3395 Addison Drive
Pensacola, FL 32514
1. PRODUCT NAME
Models 8000/8100/8200
2. SCOPE OF EVALUATION
Structural Transverse Wind Loads and Large Missile Impact and Cyclic Wind Pressure Resistance.
Since every door size cannot be tested, engineering analysis using a comparative analysis, as
permitted per the Florida Product approval 9N-3,were used to analyze the doors and make the wind
load designs.
3. USES
Models 8000/8100/8200 garage doors are used for residential and commercial applications with
specified allowable design pressures.
4. DESCRIPTION
General
Models 8000/8100/8200 doors are sectional overhead garage doors and are constructed of galvanized
steel sections with a two coat polyester finish.The doors are two-inch thick raised panel doors with
tongue and groove sections. They are the same door with one exception.The Model 8000 is non-
insulated,the Model 8100 is insulated with 9/16-inch thick expanded polystyrene and the Model 8200 is
insulated with 1-5/8-inch thick expanded polystyrene.They are constructed of 26 gage ASTM A653-00
galvanized FS Type B steel,and finished with an ASTM A525 made up of G-30 coating,covered with
two coats of polyester paint. Each section is reinforced with 16 or 20 gage end stiles and 20 gage steel
center stiles.
Door Tracks
All door assemblies listed in this report have both vertical and horizontal tracks ranging from a minimum
16 gage to minimum 15 gage, 33 ksi steel and finished with an ASTM A525 G-40 galvanized coating.
The vertical tracks are attached to the supporting structure with jamb brackets as specified on the most
recent manufacturer's installation instructions/drawings.
The Ccamac`T6c OngtnaL , � `
Overhead Door Corporation � �'$��\� jii� �- "� � -
. ASubsidiaryof�SanwayoldmgsCocpo�atlon � �, m � zy�m � r� , I �. �QItQn '�'�#�,t;Q � =
2
Glazed Sections
Option code assemblies listed in Table 1 of this report with glazed openings that meet the requirements
for impact resistance have glazing that is made of 1/d'polycarbonate constructed per windload drawings
or an equivalent product approved for use in Florida,and can be installed in the top or intermediate
sections of the garage door. These assemblies are available for use with the glazing option in wind-
borne debris regions and are indicated so in Table 1.The maximum glazing dimensions shall be 18.56"
x 12.26."
The drawings that are not indicated for use in wind-borne debris regions with the glazing option are
available with a minimum of 0.090-inch thick standard SSB glass windows that are installed in frames
and inserted in the top or intermediate section of the door.The glazing is not impact resistant and does
not meet the requirements for windborne debris regions. Refer to the most recent manufacturer's
installation instructions/drawings for glass size limitations.
Wind Load Bracing
All drawings listed in Table 1 of this report are braced on the inside of the doors with three inch
horizontal spanning U-bars. Each U-bar is made of either 18-gage or 20-gage ASTM A653-00 steel with
a minimum yield strength of 80 ksi and are finished with an ASTM A525 minimum G-40 galvanized
coating.The gage and quantity of U-bar braces varies depending on the amount of windload resistance
required and the height of the door.
In addition to three-inch horizontal spanning U-bars, some of the assemblies listed in Tables 2 of this
report are braced with vertical aluminum posts made up of 0.125-inch thick 6063-T6 aluminum alloy.
The post is a telescoping post assembly.The outer member outside diameter is 1.75"wide x 4.00"long.
The inner member outside diameter is 1.47"wide x 3.72"long. Reference drawing 312957 for additional
information on the installation of the post assembly
Jamb Attachment
Method of securing the door to the mounting surface is detailed in the Jamb Connection Supplement,
P/N 324620-
6. INSTALLATION
All drawings listed in this report are to be installed in accordance with the most recent manufacturer's
published installation instructions/drawings and this report.
The most recent manufacturer's installation instructions/drawings shall be strictly adhered to and a copy
of these instructions/drawings shall be available at all times on the job site during installation.
7.ALLOWABLE TRANSVERSE WIND LOADS
Design wind load pressures for garage doors shall be determined in accordance with section 1609 of
the 2010 Florida Building Code and shall not exceed the allowable transverse wind loads shown in the
following tables:
� �.��x 5 �.�� The Ccumne;l he Ot►gmnt,_� "�' � � , : ¢ ��� x � t
§�ASubsidiaryofSanwaHord�ngs;Corporation
3
Table 1: Models 8000/8100/8200 Allowable Transverse Wind Loads and Impact Rating
Windload Maximum Size Positive Negative Glazing Door Impact
Specification Design Design Available Resistant
Option Code Width Height PSF PSF Reinforcement (Yes/No) (Yes/No)
1100 9'-0" 14'-0" 15.90 18.20 3",20 gage U-bars Yes No
1101 9'-0" 14'-0" 22.90 26.30 3",20 gage U-bars Yes No
1102 9'-0" 14'-0" 26.90 30.80 3",20 gage U-bars Yes No
1103 9'-0" 14'-0" 35.70 41.00 3",20 gage U-bars Yes No
1100) 9'-0" 14'-0" 46.00 52.00 3",20 gage U-bars Yes Yes
1120 16'-0" 14'-0" 12.40 13.80 3",20 gage U-bars Yes No
1121 16'-0" 14'-0" 15.30 17.00 '3",20 gage U-bars Yes No
1122 16'-0" 14'-0" 23.00 25.00 3",20 gage U-bars Yes No
1123(') 16'-0" 14'-0" 30.00 33.50 3", 18 gage U-bars Yes IN
1124") 16'-0" 14'-0" 34.40 38.30 3", 18 gage U-bars Yes
1125(') 16'-0" 14'-0" 46.00 52.00 3", 18 gage U-bars Yes
1140 18'-0" 14'-0" 12.40 13.80 3",20 gage U-bars Yes
1141 18'-0" 14'-0" 18.50 20.70 3", 18 gage U-bars Yes No
1142") 18'-0" 14'-0" 34.40 38.30 3", 18 gage U-bars Yes Yes
1143") 18'-0" 8'-0" 34.40 38.30 3",20 gage U-bars+(1)Aluminum Post Yes Yes
1144") 18'-0" 8'-0" 46.00 52.00 3",20 gage U-bars+(1)Aluminum Post Yes Yes
Note 1:The option code assemblies indicated in Table 1 have optional glazing that has been tested for impact
resistance,and therefore may be used with optional glazing in the wind bome debris region.
8.SUBSTANTIATING DATA
1.Test Report Numbers ETC-06-976-18504.0 and ETC-06-976-18504.1 in accordance with ANSI/DASMA 108-
2002 for transverse wind load and ANSI/DASMA 115-2005 for large missile impact resistance by ETC
Laboratories, 297 Buell Road, Rochester, N.Y.
2.Test Reports CTLA 1672W, CTLA 1672W-1, CTLA1672W-3, CTLA1734W,CTLA 1734W-1, and CTLA
1734W-2 tested in accordance with Miami-Dade County Protocol TAS-202 for transverse wind load and TAS-
201 and TAS-203 for large missile impact and cyclic resistance by Certified Testing Laboratories, 7252
Narcoossee Rd. Orlando, FI 32822.
3. Test reports 85948.02-801-18, 85948.04-801-18, and 85948.06-801-18 tested in accordance with ASTM
E1886,ASTM E 1996 and ASTM E330 by ATI.
4. Installation instructions and supplemental data sheets prepared by Overhead Door Corporation.
9. CODE REFERENCES
Florida Building Code 2010 Edition and/or Standards
Overhead Door Gor aratiora �y -�. .
4
Section 1609 Wind Loads
Section 1715.5.3 TAS 202
Section 1715.5.3.1 ANSI/DASMA 108
ANSI/DASMA 115
TAS 201,203
10. REPORT SUMMARY .
Upon review of the data submitted by Wayne Dalton, a Division of Overhead Door Corporation, it is my opinion
that the models as described in this report conform with or are a suitable alternative to the code standards and
sections in the Florida Building Code 2010 edition listed in section 9 of this report.
11. LIMITATIONS
Any reference in this report to the manufacturer's"most recent"information is a direct reference to the most
recent information submitted by Wayne Dalton, a Division of Overhead Door Corporation to the Florida Building
Commission as part of their Florida Product Approval application for the drawings listed in Table 2 of this report.
This evaluation report and the most recent installation instructions,when required by the building official, shall
be submitted at the time of permit application.
The design of the supporting structural elements shall be the responsibility of the design professional for the
building structure and in accordance with current building codes for the loads listed in Table 2 of this report.
The doors shall not be located in areas where the transverse wind loads exceed the allowable loads shown in
Table 1 of this report.
The garage door assemblies listed in Table 1 of this report are not approved for use in the"High Velocity
Hurricane Zone"as defined in the Florida Building Code.
12.IDENTIFICATION
Each Model series.covered by this report shall be labeled with the manufacturer's name and/or trademark for
field identification.
Please feel free to contact me if you need any additional information.
It
Q� G �� d®
�Jlt��
Sincerely, o 7261
'. STATE ')+- te/[j-
Mark A.Sawicki ��"� +�-.•`a �'�
FL PE 72613 A `c�"C C?IP, O"}`• `�„�"
The Genuine.The Original.
Overhead Door Corporation _ f. , vti yp_e 6 -
ASubsidiary of Sanwa Holdings Corporation ` o` "- Horton
RECEIVED
MAR 2 8 2010
MIAMI•DiADE or- il._?iTTIN
MIAMI-DADS COUNTY
�'=• =`Y `�� `�`�' i- PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.1Zov/eeonomy
Wayne Dalton a Div.of Overhead Door Corporation
3395 Addison Drive
Pensacola,FL 32514
SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of
construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade
County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify,or suspend the use of such product or material-within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Models 8024/8124 Code 1340 Steel Sectional Garage Door up to 18'-0"Wide
APPROVAL DOCUMENT: Drawing No.329930,titled"Models 8024/8124,Windload Specification
Option Code 1340",sheets 1 through 4 of 4,dated 05/04/2007,with last revision P5 dated 05/19/2010,
prepared by the manufacturer,signed and scaled by John E. Scates,P.E.,bearing the Miami-Dade County
Product Control renewal stamp with the NOA number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING: Large&Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,
model/series number,the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards,
and the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's
side track,bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement
of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,
then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#11-0411.06 and consists of this page 1,evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No: 12-0605.10
MIA1410ME COUNTY Expiration Date:September 27,2017
Approval Date:September 20,2012
����A201T Page 1
Wayne Dalton a Div.of Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA #I1-0411.06"
1. Drawing No. 329930,titled"Models 8024/8124, Windload Specification Option Code
1340", sheets 1 through 4 of 4,dated 05/04/2007,with last revision P5 dated
05/19/2010,prepared by the manufacturer, signed and sealed by John E. Scates,P.E.
B. TESTS "Submitted under NOA #07-1105.03"
1. Test report on: 1) Uniform Static Air Pressure Test,per FBC,TAS 202-94
2) Large Missile Impact Test,per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading Test,per FBC, TAS 203-94,
along with marked-up drawings of an 18'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System with an Aluminum Windload Post,prepared by Certified
Testing Laboratories,Inc.,Report#CTLA 1672W-1R,dated 05/17/2007, signed and
sealed by Ramesh Patel, P.E.
2. Test report on: 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Large Missile Impact Test,per FBC,TAS 201-94-
3)Cyclic Wind Pressure Loading Test,per FBC,TAS 203-94,
along with marked-up drawings of an 18'x 7' Model 8024/8124 Galvanized Steel
Sectional Door System with an Aluminum Windload Post and Impact Resistant
Glazing,prepared by Certified Testing Laboratories,Inc.,Report# CTLA 1734WR,
dated 11/09/2007, signed and sealed by Ramesh Patel,P.E.
"Submitted under NOA #07-0808.01"
3. Test report on: 1)Uniform Static Air Pressure Test,per FBC,TAS 202-94
2)Test report on Tensile Test,per ASTM E8
along with marked-up drawings,prepared by Certified Testing Laboratories,Inc.,
Report#CTLA 1672W, dated 05/17/2007 and 05/22/2007,signed and sealed by
Ramesh Patel,RE
a9f 12
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 12-0605.10
Expiration Date:September 27,2017
Approval Date:September 20,2012
E-1
Wayne Dalton a Div.of Overhead Door Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#11-0411.06"
1. Anchoring calculations prepared by John E. Scates,P.E., dated 12/08/2010,signed and
sealed by John E. Scates,P.E.
"Submitted under NOA #07-0808.01"
2. Jambs anchoring calculations prepared by Wayne Dalton Corporation,dated
07/23/2007, signed and sealed by Mark R.Barrow,P.E.
"Submitted under NOA #07-1105.03"
3. Fastening calculations prepared by Wayne Dalton Corporation, dated 10/24/2007,
signed and sealed by Mark R.Barrow,P.E.
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 10-0329.03, issued to Sheffield Plastic,Inc., for their
Makrolon Polycarbonate Sheets, approved on 07/07/2010 and expiring on 08/2712012.
E. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest,issued by John E.
Scates,Professional Engineer,dated 05/22/2012,signed and sealed by John E. Scates,P.E.
"Submitted under NOA #11-0411.06"
2. Statement letter of code conformance to 2007 and 2010 FBC and no financial interest,
issued by John E. Scates, Professional Engineer,dated 12/01/2011, signed and sealed
by John E. Scates,P.E.
d9F11V
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 12-0605.10
Expiration Date:September 27,2017
Approval Date:September 20,2012
E-2
REVISIONS
1.DIPACT RESISTANT GLALNG SY'mu
MAY BE OLSTALLID IN 70P OR ® 13 CA HOIitL ANfiLE E DOOR P7 A=POST
WO EDL41E SECTION CKIN OR WMTNOUT ®POST CHAILN ATTACKED ® - COMiPCNpti DEYNLS TO
DECOR MW INEGMt GLAZ14 STNL 70 HOW ANGLE WITH - > SHEET 3.MOVED JANE
� DifAIO.OA01AR ATE 73 CA n AG A M A 20 GA CENRFR SM.E I WTAtLT CONCRETE
01=0 73
200* CATHON FROM
EQUAL MA1CWlY GLADNG DIiE1:SONS 15 CA MIN HOW f6 W END"T1ZE NOTES AND ADDED
STALL BE 1856'x 1226: SE DETALL
E ON SHEET 2 FDR ABLY DETAL& OE7Nt H SHEET 2 FOR
CONCRETE SPECRCATOK
2 VMM OR HOOD DOOR STOP MAUD ALAG OVERLAP TOF` S 4 CRT 9/13/07
CREW(MI
AND BOTH
NA)MMOF
OF PAN LS YINiAN AS " P22 UO �NM
7Ar TO MEET NEGAMIS PRESSURES. FOR 6A WN VERT O m
® OECORATtVE OVERLAYS.
I MY LOCK OR SIDE LOM RWJRED TRACK p ° m ADDED
PAN LAYOUTS
O DOOR
o°
4.SMIM SM TO HAVE A U14M M ° COfTT�UN 0�D�VWtL NyCJE
o
24 CA THIOOIESS WIN A MINI"I"090 E m OOnS
CO A NI IUM►HELD STRENGTH ° WTXI, HEET s.
S NOTES FOR
OONTINOUS WALL ANCLE
MOUNTIM
STRUCTURAL nVOM OF THE� NUT AND
1/4-EAC20
J3-VS
C t� F CRT 10/7/07
OF RECSTI31t[TY OF E B PD21r.OR
JAMB BRAOMT LOCATIM P3 ADDED 61PACT
OF FOR THE BUILOwG OR RESISTANT CLA2ING
STRUCTUX CURRENT gN�N�CODES Fp 7YP m ACOORDANCC WW
YODIAED NOTES SKEET t
5 6d-5/B'LAG
LOADS LISTED ON THIS DRAWING AT EACH p ° o DETAIL T 2 FOR
JANE SRAOCET ,p GAZING
TTOWae WRIMN 24 NSUGMIC O.3 SWKW OOORjmm D'® ° CRT if/10/07
FIVE fIELATNa.Y KNOT FRET:REFER TO PG ADDED CHAIN TO
SHEET 4 FCR ATTACHMDLT TO A7TAW PO5T TO TRACK
7INO FOR MO
UNTw
OF OM7SWALL ANGLE SFE � ANDHITCH
PNTo POST
COOOLsVALL ANGE OCTAL SM£ef 4. 7S A STIFFENED UPDATED
JAMB M04CKM TD . aRA17NC8 ON SHEET t,
1.FOR lO1P HEAD ROAM UFT SEE S HEDIXE FOR ° m m AND DETAILS E F.AND G
CONd710NS TOP SUMET SHALL BE A OUANITY,LOCATION, m ; o 0'%
N SS- 2.ADDED
13 W UIR 7/4 TOP MACKET 47TH A AND IVK o NOTE 9 ON SHEET 1.
NINIUMOFDRILLING CR IP`IE/19 x7 1N UQ7 OF KEY LOCX OR SLIDE LOO{ m ° SwmT POST STORAGE
THE ORACKET SHOWN ON THIS DRAWL= EACH END(SEE kOlE 31 GRT 6/19/08
U-M ON TOP SECTION SNNL Be SSE LOCX SHOWN FOR P5 UPDATED TITLE
ON TOP of LHR TDP LT.ARIIY BLOM ADDED;STRUT
&LOUVERS MAY BE INSTALLED CN THE/-, 77 G PROFILE ON UPDATED
DOOR IF THE TOTAL AREA OF THE ® ®N C4)SEC7K8N ® m GRS 5A «HANE N0a
INCHES.DOES NOT WEED 120 SOIARP S g��Sm
LOCATIONS ON DOORS •m p
A DOOR WIMOUT POST S'T"7E11 11AS .m
LEEN TESTED TO WITHSTAND DESL4Ti ® 1 'T R NOTE °
PRO S ONONC 70 A 78 1 THIS SNLTT FCR
MPH WND SPEED(+/--74:40 PEn POST GLAZNS OPTIONS. um.. IW DOOR M ONN. SFE
SYSMA awl Be INSTALLED*HEN W ID 1 SHEET 2 FOR LANCE,SILF-AND
SPEEDS ARE DSEOIID TO EXCEED 75
NmPDST LOCA nONS ON DTHER SEE
DOOMSUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE JAA� ET SgilLE
NAX MAX UNFOUJ FWT LOAD AT HL4=mr BM
DDDR DOOR LOAD EACH SLAB AT EACH POST DOOR NO.OF
HD7H HQGHT JAMB Onn LOCAlIOtL HETGlf7 Senm(��) OF IRA=(ALL DLYQSSUIS�*�
t o• T /-2os� 4Tso7.�/-rnzs
7 JB-US 1 .IB-VS 2T�.1 4 .IBIS,24-3 4 d3-IS J9-{I,g .H�{S 57-t 4 J8-YS
g 0' 7855-209. +17Dfc0%1936.3 T-O' 4 7 J8- TO' 2'I-3 4 { .2}3 4 ii! t 63-t 4
78-0' 7 1907-215 17637.0-iP.50.57-b 5 B 1 16"414j,$-{IS 215-3/4- .4 .-= 47=2. .$-US
ff C' 1987-215. 4.1860.3-27029 8- E .1D 21 .29-3 4 39 57- t 2 `
_ L+QTEL
(JB-LS)FOLLOMG DIMENSION CM07ES SLCTT D JAMB BRAFJfE'T ATTACHED TO 7RAOt WIN 1/4-206/1Ir TRACC BXT Ata NLR AS SIMN ABOVE. EkoUbgAecMtwv
l�A�
ALL DOORS WITH DECORATIVE OVERLAY REOUIRE USE OF CONTINUOUS WJI ANGM SEE 91M 4 FOR DET&S. BY O"— � •��
• ��. f
�L�i>1bC�r01>�
/p ""Ap00�Rl�b I1iD' `i��l� O STATIC PRESSURE RATINGS APPROVED SIZES :N.T.S. 92E: A
�i
DESIGN (PSF
gT) +46.00%5200 MAX WADTH0": 18'- DATE RARE
TEST(PSFk +69,00/-7&00 f,IAR HEIGHT; B'-0' RAWN 1 2/22/07 GRT
l ( $y IMPACT/CYCLIC RATED(YES/XD) )E5 IAAX SECfLON HEtGTiT:71"CHECKED 5/4/07 NRB
SGt[S PE
nD FAr,'QASE 0
�"R°OJTa+• 7�oL C4°aOZ MODELS 8024/8124 SHEET 1 OF 4
FL PE SIM TX PE 66bP6/�= DMSON OF OVEIMAD DOOR ORAW7NC PART LA0. REV.
3395 ADDISON DtLVE
PE NSACOLA.FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1340 329930 P5
VLT✓f7CAA0lt O*wO101'D COt6TR11COCN DETAt<4 860 474-9890
13 CA RMUR SLIDE ATiACHEO TO ®&$/$"a BOrgg, a�r rnurN�fr ���{ REVtS10NS
xer WNLT 71JT ADDED POST
CCWOrtDMLLXO
SLDT AND t/t2Saw4/t!'+` 1_ -_ IS TfiROVG79 T,5 �••----.R SHEET EN7 MOVEDDUMLS
TO
LT&1/4-26 HDC NLft — - _-_ _-. DETAIL
3, 9 JAMB
ANY 1w ALi m Z$) 49A 80 DOORS A RWV TC ONEBT 4.
• - (7)s xo cA 80 MSI GSHM SplCFED CONCRETE
CO7pER='+C } tACA7ED JLS'"..,CYltt NOTES7CA77CN FROm
DEDP B9ACf6TS EACH + NOTzs a+o ADDED. i ALSHEE 2 fCR
11TTtM{}),jrf4:t7 j 6 iRE1E SPECsGtCAtitXt
SVT$CRD*gm CRT 4/79/07
/M-14ud'/S• t4"2'do T5 - (4)SECTION DOCR3 1MiTFM FCRMDOORS'A!'RiOWSP ACC NOTE
CRImm SCRE7+6 TAH..z1 {.`+)3:30 G0.mxs u-Sm DECORATIVE*VERLAYSDE EACH INSDE ETID t68ATEp As aloft4 AST P�7 Wz�00MVOUS WALL ANGLE
ROumt NCMOk'ISHEe"T a.1144 OR J OF&ITEID NOTES FOR
AGENT SSEM-^-'—•-^"�. C0Nsm7C5 wALt ANttS
MOWN
14 GA VIDE BODY ETD TINr
CRT DREZ 77
��,EACH ATTACHED Y'QM P9 ADDED IMPACT
a T,4-,s:cTjB' C.
SELF ATTACH WEAR T47H MODIFIED 01M SH
® f1� FOR
NOTES SHEET f
OR /pA,\ {2)1/a-Ta IMK S FOR I LA27NG.ADDED
REFNL.B MWNG
AT EACH ST11„E LOOATICI�L TYP. OE7NL 3 SHEET 2 FOR
to U WE BODY 1DP PLATE LVO.2 HALF HINGE CLA27V0.
• OVIENSION; WINAURT 11170/07
l ) 'U M P`ADDED CRo
TO
tDRUM ATTACH TRACK
HEADER 1QLOCK {� / AQ nticn PWTo
POSTCmp r7B
BRACIWPLA- stDLLG
l is 604.7 C#L�SiTE SC IRAP �t+tNGS ON SHEET 7.
\ AND IaJT SCRETfr 1 AW DETAILS E.F.AND C
WON TiJ----- i ON SHEET 2 ADDED
12 W OaENsQN[yy9R�A00 ��" l SOH • NOTE 9 ON SHEET 1.
AIT,SEL14
Dfi4l1NG CRC1PYf1E4. x7 G. F SfSCUjC CHA� R STAN3 &
CRT 5P0.5T STORAGE
•• {2l 5/LZOF&M�• /49/C8
(2 THROUGH SIRVI AND + ( 6-51BSCA J S�tENs W/5/16l ' _ PS UPDADDED STRUT
ATED 71=4 GA BDTSOM BRAT MT TYA'•?ER I Fix B01.T t SLE.UPDATED
E
IFA PM»I(.",� /2' PCLYCAIWONATE NON,c? sF1,F L7WLLaLsNDt Ba.T&NLS7 ° ppi,LWO Dt*9aft+C 1GRT5/79/70ANDt _/j8gB'RAtxt1' �Tjz-13 ttoc Nu's
DRlltd G TtAAMPFlt ME sTAt{T QET811£ POST 4 6/tG24*SELF MAII 0
SOMiEW
6 1
v --(4)7/rfsx?ja =IS
1s) �8z3 a•wN OPTIONAL NOti-s7RUC1um
25M PS WN ,a w @ITER WNGE S£IF D>7n2aLG SCREKIS WTH f' -.. CEO %71VC OUTER vtNDar
CRI MIC SMINS STAD7.FSS MOCI)
TRN
0 0 HtRt7 PSN �e4 R7SP8E72 MASHERS '•''" �1 1/4'POLYCAF40MIE
(a}_T,4-T4x7jg` 2,r640p0 �[ Z,--
8•x g'1DlL ' ,• SF1F DRILLtNf•
AT EDLE s i8 ADDED TDTD EAU1 � ;
=TcRbtplm Sam
AUCE �' t�NsE t71TLL A POST ECStJ7YAlIIVT i PRODUCE
A•^— FACER ` T1rirL16eIaeiLti
A RE.4STANT e}7AR1
DtdGLfFL'S YdiH N CIURAL `--_j V/ � ��
V.
FLAT HASHERS pECORA' INNER f'
580..E POST 7NNtx)H TRAM
RV
All •
SELF
"ETAL ' PpadLLes Coon+ai
STATIC PRESSURE RATINGS I APPROVED SIZES MT-0, S12E A
DESIGN(PSF): +48,00%SZOID' MAX WIDTH: T8'-0' I DATE NAME
TEST x6500/ MAX HEIGHT. GRAW2/22/07 T
< By }MPACT/YC RATER (YFS/W0): 'ES WAX SECTION HEIHTt
2T•GiECIGD x(4(67 MRS
adn E ttA1Ts PE SHEET 2 OF 4
cAmb imw`Tz A+I+lilplCaaOm! MODES $024J$�24
sL PC AAM tx Pt Ss40d/Ta03 DrMON OF OVIDOZAD DOOR COR ORAW14 PART NO. REV.
ssm3995 ADOISCN DtnYE 328930 P5
esKwfSsaNu.cnN<ars gu.t+RDv:uD cal,r¢t 1 PENSt�A,itOM7lDA 325�a W(h�DLOAt3 SPECIFICATION OPTION CODE 1340
VEWr-ATM W 7/Q.0AD CMtIW=000 CETAIM 474-9890
+2s• r �-..i REVISIONS
PT ADDED POST
HEADER LDOG SRA0IET CowoNENr DETaLS ro
AW
000 O +•a POST FOR STORAGE DE68s 3. SHMEOVED 4.
DETAIL TO SFtEEi a,
011/37• iF� I� II .097"m n SPR ECIOVED�FROM
3,75 Toa rDCI(P1 A19 -..E 1.56' F� NOTES AND ADDED
DETAIL H S9=2 FOR
CONCRETE SPECFYCAMOX
3• CRT 2/73/07
zI 1 P2 M WFCD TRACK NOTE
CORROSM 1 R DOORS WTH
1.1' RF5fS7AeR CORATIVE OVERLAYS
-j 7.75' F�.-. rT IJ ,mr HN '_ ADDED PAN LAYOUTS FOR
leg,TitROUGH
+1 I•+- .24 011/32' T-'� 7.81' �- YADTH ADDED 1S'60d'2
m CONTINUOUS WALL ANGLE
M PLATE E>MN+ DETAIL SHELT s.
5' CON7INNOOUS WALL NF
MOUNNG,
TI
Q 2' Q --'Ir". ate• GTT10/1/07
O
101
O ; P3 ADDED IMPACT
�. XM
2.98' OOIFMD NOTES SHEET 1
����+� i o
FOR
IL J EAm OR
�• - ` l4� M AZING
.097'htN GRT'It/r0/07
P4 ADDED CHAIN TO
HEADERLone BRACKET etRt(j ® ATTACH POST TO TRACK
9.63" AND HITCM PINS 70 POST
SYSTOL UPDATED
.1Z5" DRAYCNCS ON SHE-=T 7•
AND DETAILS E.F;AND G
ON SHEET 2.ADDED
m NOTE 9 CN SHEET 1.
09T NLN 1.82" p ADDED POST STORAGE
SHEET 3.
GRT 5/79/06
372' PS LPDATFD TITLE
+
co HAI f roNGE TD SECURE
BLOCKADDEDTR
SUT
PROAIE UPDATED
B0M OF DOST FOR POLYCARBONATE NOA.
STORAGE GRT s/I9/10
--1 1.47-
. o� � 4.27' ---y
0 0 5.5
SD67 T 9 AIUUNDI m77FR POST l.Y1F3 T-6 auWAM w1JER DOST 0.31"
-n 2.75' POST SYSTEM STORAGE
7��Nue>tra_es 7� f POST SYSTE3#SHAu BE STORED N A
f 4' - 1.81' � S LOCA'IiR7 CLOW C<oTO GARAGE DOOR
OSSME
127'IAN
1s" O O Q !'RODi)Ct
TBQLTOAI�D6K PLe7E
POST SYSTEM COMPONENT DETAILS ® ey
mtom= prodrrercenvot
. Uft eAorii.
I OG nD
PRESSURE RATINGS APPROVED sms :N.T.S S12F-
A
�..i-{-•+� �GM [Wi
+46.00J-52.00 MAX M101H: 18'-0' DATE NAIA•F69.00%7&00 MAX HEIGHT: W-V' RA'*N 2/72/07 GRT
,row L 5A � � C RATED(YES/NO): YES MAX SECTION HEIGHT:2t"CHFCICED 5/4/07 URB
316 PA N,7%13R, SHEET 3 of 4
cuaoc7.1777r,Tz TSm7 �� MODELS 8024/8124
FL PE 51TS7'Yt oe SaJ06/12403 k DIMON OF OVERHEAD DOOR DRAN7NG PART NO. R£V.
3395 AI7DISCN DRIVE
nlau eF Ao �OLTYA PB7SADOI.A.FLORDA 32514 WINDLOAD SPECIFICATION OPTION CODE f340 329930 Pg
850 674-9690,