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Home My WebLink AboutProduct Approval Florida Building Code Online Page 1 of 4 .I z" =. Fie-dda Npartment4 SCIS Home Log In { User Registration ; Hot Topics I Submit Surcharge i Stats&Facts i Publications 1 FBC Staff SCIS Site Map Links ; Search Businesr' Professi l �I Product Approval �« USER:Public User Regulation Rem Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8248-R10 FILE COPY Application Type Revision f. Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)475-6000 gtaylor@Wayne-Dalton.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 6. Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Mark A.Sawicki the Evaluation Report Florida License PE-72613 Quality Assurance Entity Intertek Testing Services NA Inc.-EfL/Warnock Hersey Quality Assurance Contract Expiration Date 03/06/2020 Validated By Jeffrey P.Arneson,P.E. W Validation Checklist-Hardcopy Received Certificate of Independence FL8248 R10 COI Independence Wayne-Dalton Door 2010.odF FL8248 R10 COI Mark Sawicki Ind cert.odf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By https://v ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRy... 5/19/2015 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/19/2012 Date Validated 04/26/2012 Date Pending FBC Approval 05/04/2012 Date Approved 06/11/2012 Date Revised 02/04/2015 Summary of Products FL# Model,Number or Name Description 8248.1 8000/8100#1101 9'Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8248 RIO II 1101 j27010 P4.pdf Approved for use outside HVHZ: Yes FL8248 RSO II Jamb Connection Supplement-P10.1)df Impact Resistant: No FL8248 R10 II Track Suoolement Chart P10.0 Design Pressure: +22.90/-26.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 eval.pdf Created by Independent Third Party: No 8248.2 8000/8100#1102 9'Max width. 14' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 RIO 1I 1102 327011 P4.pdf Approved for use outside HVHZ:Yes FL8248 R10 11 Jamb Connection Supplement-P1Q.pdf Impact Resistant: No FLA24$ R10 II Track Si�plement Chart P10.pdf Design Pressure:+26.90/-30.80 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 Rio AE 8000 eval.ndf Created by Independent Third Party: No 8248.3 8000/8100#1103 9'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1103 327012 134.0 Approved for use outside HVHZ: Yes FL8248 R10 II Jamb Connection Suoolement-P10.ndf Impact Resistant: No FL8248 Rio II Track Supplement Chart P10.pdf Design Pressure: +35.70/-41.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not Impact resistant and does not meet Created by Independent Third Parry: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 eval.odf Created by Independent Third Party: No 8248.4 8000/8100#1104 9'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1104 327013 P4.pdf Approved for use outside HVHZ: Yes FL8248 RIO 11 Jamb Connection Supplement-P10.pdf Impact Resistant:Yes FL8248 RSO II Track Supplement Chart P10.0f Design Pressure: +46.00/-52.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 RIO AE 8000 eval.pdF Created by Independent Third Party: No 8248.5 8000/8100#1121 16'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1121 327015 P4.pdf Approved for use outside HVHZ: Yes FL8248 RIO II Jamb Connection Supplement-P10.pdf Impact Resistant: No FL8248 R10 II Track Supplement Chart P10.vdf Design Pressure: +15.30/-17.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 eval.pdf Created by Independent Third Party: No https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb8GbxRy... 5/19/2015 Florida Building Code Online Page 3 of 4 8248.6 8000/8100#1122 16'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 RIO II 1122 327016 P4.pdf Approved for use outside HVHZ:Yes FL8248 R10 11 Jamb Connection Supplement-P10.pdf Impact Resistant: No FL8248 R10 II Track Suoylement Chart P10.ndf Design Pressure: +23.00/-25.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Independent Third Party: No 8248.7 8000/8100#1123 16'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No EL824$ R10 II 1123 327017 P4.1)df Approved for use outside HVHZ:Yes FL8248 R10 II Jamb Connection Supplement-P10.1)df Impact Resistant:Yes FL8248 R10 II Track Supplement Chart P10.Ddf Design Pressure: +30.00/-33.50 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports F1,8248 RIO AE 8000 eval.pdf Created by Independent Third Party: No 8248.8 8000/8100#1124 16'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1124 327018 P4.odf Approved for use outside HVHZ:Yes FL8248 RIO II lamb Connection Supplement-P10.odf Impact Resistant:Yes FL8248 RIO II Track$upplemenk Chart E!0.pdf Design Pressure: +34.40/-38.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.pdf Created by Independent Third Party: No 8248.9 8000/8100#1125 16'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1125 327019 P4.pdf Approved for use outside HVHZ: Yes FL8248 RIO II Jamb Connection Supplement-P10.odf Impact Resistant:Yes FL8248 RIO II Track Supplement Chart P10.odf Design Pressure:+46.00/-52.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 RIO AE 8000 eval.odf Created by Independent Third Party: No 8248.10 8000/8100#1141 18'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1141 327021 P4.vdf Approved for use outside HVHZ: Yes FL8248 R10 II Jamb Connection Supolement-P10.pdf Impact Resistant: No FL8248 R10 II Track Supplement Chart PSO.pdF Design Pressure:+18.50/-20.70 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 eval.ndf Created by Independent Third Party: No 8248.11 8000/8100#1142 18'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1142 327022 P4.odf Approved for use outside HVHZ:Yes FL8248 R10 II 312957 P6 8000-8024-8100-8124 Post.odf Impact Resistant:Yes FL8248 RSO II Jamb Connection Supplement-P10.1)df Design Pressure:+34.40/-38.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 RIO AE 8000 eval.pdf Created by Independent Third Party: No 8248.12 8000/8100#1143 18'Max width.8' Max height.Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 II 1143 327023 P4.1)df Approved for use outside HVHZ: Yes FL8248 R10 11 312957 P6 8000-8024-8100-8124 Post.pdf Impact Resistant:Yes FL8248 RSO II Jamb Connection Supplement-PIO.pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquj meb8GbxRy... 5/19/2015 Florida Building Code Online Page 4 of 4 Design Pressure: +34.40/-38.30 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R10 AE 8000 eval.Ddf Created by Independent Third Party: No 8248.13 8000/8100#1144 18'Max width.8' Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 RIO II 1144 327024 P4.Ddf Approved for use outside HVHZ: Yes FL8248 RIO II 312957 P6 8000-8024-8100-8124 Post.Ddf Impact Resistant:Yes FL8248 R10 11 Jamb Connection Supolement-PIQ.Ddf Design Pressure: +46.00/-52.00 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 RIO AE 8000 eval.pdf Created by Independent Third Party: No 8248.14 8000/8100/8200#1100 9'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No F1.8248 RIO 11 1100 329468 P4.Ddf Approved for use outside HVHZ:Yes FL8248 R10 II Jamb Connection Sunplemenk P10pdf Impact Resistant: No FL8248 R10 I1 Track Supplement Chart P10.pdf Design Pressure: +15.90/-18.20 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 RIO AE 8000 eval.ndf Created by Independent Third Party: No 8248.15 8000/8100/8200#1120 16'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8248 RIO II 1120 327014 P4.odf Approved for use outside HVHZ:Yes FL8248 R10 II Jamb Connection Supplement-PiO.Ddf Impact Resistant: No FL8248 RIO II Track Supplement Chart P10.Ddf Design Pressure: +12.40/-13.80 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8244 R10 AE 8000 eval.pdf Created by Independent Third Party: No 8248.16 8000/8100/8200#1140 18'Max width. 14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R10 11 1140 327020 P4.pdf Approved for use outside HVHZ: Yes FL8248 R10 II Jamb Connection Supplement-P10.pdf Impact Resistant: No FL8248 R10 II Track SuDplement Chart P10.Ddf Design Pressure: +12.40/-13.80 Verified By: Mark A.Sawicki FLORIDA PE 72613 Other:Glazing is not impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R10 AE 8000 eval.Ddf Created by Independent Third Party: No Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Convriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: fin E p StUY11 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDqujmeb8 GbxRy... 5/19/2015 May. 19. 2015 10: 12AM WAYNE DALTON CORP No. 0236 P. 1 waynvDnitort DM%Icn of Ovorhoad Deoe Corporation P.O.Box 67 Mt.Hepe,Ohio 44650 Phone BOD-927-3657(DOOR) Fax 320-763-WQ w ,Wayne.Dahonx= Aprll 12,2012 Subject:Evaluation Report for Models 8000/8100/8200 To Whom It May Concern: 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 targe Misslle 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 ralsed 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 ernes. 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. Ing WM0EMFAff=_ . May, 19, 2015 10: 12AM WAYNE DALTON CORP No, 0236 P. 2 ' 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 IW 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-boms 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 windbome debris regions. Refer to the most recent manufacturer's installation instructionsidrawings 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 ksl and are finished with an ASTM A525 minimum G-40 galvanized coaling.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^tong.Reference drawing 312957 for additional information on the installation of the post assembly Jamb Attachmen# Method of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620. 5.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: TUDCtl May, 19. 2015 10: 13AM WAYNE DALTON CORP No. 0236 P. 3 3 Table 1: Models 800018100/8200 Allowable Transverse Wind Loads and Impact Plating Windicad Maximum Size Positive Negative Glazing Door Impact Specification Design Design Available Resistant Option Code Width ' Hei ht P5F PSF Reinforcement es/No YeslNo 1100 w-0 14'-0" 15.90 18.20 311,20 gage U-bars Ya3 No 1101 9'-0" 14'-0" 22.90 26.30 3",20 a e U-bars Yes No 1102 9'-0" 14'-0" 28.90 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 31,20 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"r 16'-0" 14'-0" 30.00 33.50 3",18 gage U-bars Yes Yes 1124 16'-0" 14'-0" 34.40 38.30 3",18 gage U-bars Yes Yes 1125 16'-0h 14'-0" 46.00 52.00 3",18 gage U-bars Yes Yes 1140 18'-0" 14'-0" 12.40 13.80 3",20 gage U-bars Yes No 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 1814" 8'-0" 34.40 38-30 3",20 gage U-bars+(1)Aluminum Post Yes Yes 114411) 18'-0" 8'-0" 1 46.00 52.00 311,20 gage U-bars+.(I)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,Ft 32822. 3.Test reports 85948.02-801-18,85948.04-801-18,and 85948.06-801-18 tested in accordance with ASTM El 886,ASTM E 1996 and ASTM E330 by ATI. 4.Installation instructions and supplemental data sheets prepared by Overhead poor Corporation. 9.CODE REFERENCES Florida Building Code 2010 Edition and/or Standards f TOCQ' May. 19. 2015 10: 13AM WAYNE DALTON CORP No. 0236 P. 4 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 alternat9ve 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. Sincerely, �� = p 7261 STATE OF :4U4 Mark A.Sawicki � � a � 4J- Mark PE 72613 •• 0 •a'• C��b`` ,.>•_,:,,. _,_.,.,yy,... _ ��..:¢,^• z2> .::p:'. .'iiri rig• - ..:.�,_ �•..::•; .. .•:,r...... r.: ..,::.:••' ::!...:;r`:.:i a'•�:!'S,.??t!•uw..�.tS.:P..:. •t:,: ;;:;.':: +;:5. ;r.-�'::�:-3';:::•:;::t.:d..:' -:.,.�:.<.r"•`�'+.•..,, .. .rl. .. ..,.:.:,..j...,...i`4.::.xi:Y:?. .' .:>=:inY:.i' e..°i�i:: x'.1�::� 4:71<P.�•".•s:.r yn.7r ::j.,.b'r '.,T,, „••>• :,• ..<. �nGr.•,ThB'G�sST6e.diigiuil.;.::.' z,y. rY�•^ - `;F s. y,,, verhea f( .- s�ldlery,y,:.:,of§ernvaFlold[ng9.Corporcn::r,,.. • ,r• ;: ;,.. %.H� t1Q° ''`; �.:.:::.a'i ::'.:t..:.a::,.ir'..i.:.�t`'�'�:ai'... ..: '• :..::..:._n..i<..+:::1:.•:i;�'•`'2'P:r!• - .::�',.:,i::.<..::..a''r'i.!-'n s.: :..c v..:.: ... .,::..,;y,.:.tet:.. ....r•::e:<:;,,. {:...,.•• ::1� .. •e^::s moi... tlDff� T3 OA RO:LER SUFE ATTACHED TO RE%ASIOVS 1.awAcRESISTANT f LAZA ANT STEM IW OPBE IN impmr TALLER 13 GA HORIZ ANGLE BRACKET WITH s/1a-1s BOLT&NUT TATE MODIFIED NOTE RTO RE91STA71T GlADNO SYSTEM YAY BE INSTALLED W(YT477A SLOT AND 1/4-20¢9/11Y7OAr T TOP OR 13RAIFIVE N 5£CIIGN(1ITH OR TRApK BOLT h 1/4-20 HEX MUT ME NOT IMPACT 7511140UT DEODRA7IVE f4SERT9).OUVZINO SHALL 73 6A RAA ANILE ARE. INCREASED BE 1/4'POLWAROICNA1E.MAXIMUM GLAZING "DUG H ANY TWO AJGRNG HmkS GN PRESSIRE TO DI►ENSIONS SHALL BE 11'z 17"CUTOUT, 13 GA COUAERCIAL'A'FRAME t4B.OD/-52.00 P5i'. FASTENED WITH 99 X 1"SYS: 3K AUDIO THE 18 CA MIN HORR TOP BRACKET ATTACHED VITH 2O GA CENTER STILE OR E r 6/2D/b7 NONZONTAL AND 2K ALOW HE VERTICAL.SEE TRACK 1/4-74.7/8"SELF DETAIL A ON SHEET 2 FOR ASSEMBLY DETAILS. f5�L NG CIIYPITTE SCE ADDED IMPACT SISr 2.NON-IMPACT REISTANT GLAaH �'��*O OPTION- 5/10.7 NON 4 \ 4�DDEDANT DETAILAG.AHSHEET 2 .090'YIKMUY SSB OLIONG N &i MOLDED FRAUES AS HSHOWN)4 09 CLA5'40.AIDED MAX G-AZIN0 DRENSION TO flBKS-SCA�EWED ECUSTOGETHER NSr A1TH A YIXRMITI QF(70} - _ �dt1'SCREWS IpSTALVJD N TOP OR (4U4-TRACK BOLTS OA I IDU'{2]1 ING Cx7fE' ,dr TWTES RACK 1D FLAG AOOEO � INTM EDIATE SMTXN('H1H OR WITHOUT I SELF LLUNG CRMP7ITE SCREWS 4 . o DECORATIVE INSERTS MEETS UNIFORM STA1L0 1/4"'28 STUDS MTM QN90E OF EACH F140 HINGE) 18 GA EIKB SUIS ` _ OCNEFCION NOTE. WIND PRESSURES SNDTM OM TM DRAmN0. 1/4-20 HEX NUTS o -m G37 11/10/07 o OLAZNIO SHALL HAVE A MAIOMUM NMI OF 18 GA MH VERT 1 2'RTLON 9HNDI)AD ROLLER •a z 10,118"Mm A MAXIMUW LENOTH OF 10.94'. TRACK ITCH 4-.,1 �pI � OPTION. ADDED TEXAS GLA7HO IS NOT IMPACT RESISTANT AND DOES ' NOT NEEr THE FEOI.IRE7V mm FOR NAND-BONNELICENSE NUMBER TO DEBRIS RMONS. 1/4-90®/16'TRACK---- 7111E BLGCK. Bar MID 1/4-20 LEN E ORT 9/19/oe 3.VM OR WOOD DOOR ST09 NAMED A RAFT AT EACH JB-US P4 UPDATED TILE BLOC( MAIS4UM OF 5'O..C,MIMT OVERLAP TCP AND Mull BRACKET LOCA11CM e AND tAPACT GLAZING BOTH ENDS OF PAREIS MINIMUM 7/IC TO MELT 14 GA W IE EDDY END GRT 4/15/12 NEQATIYE PRESSURES, 5f18x1-5 .LAO HNGE ATTACHED VATH 7 . 4.KEY RACK,SLIDE LOCK,OR OPERATOR 9C7EW JV7&ICH '{{}114-1401W SELF o REOUNEA JAMB BRACKET TAPFVYO 9LY2 0 I S. LOUVER OPTION-.040'MNIYUM LOUVERS IN T MDLOEO FRAUES S MPIEO TOGETHER WITH A , MINIMUM 47F(10)/BM'SOWf5 INSTALLED N 7 i THE BOTFCM SECTION.LOUVERS ARE NOT EPACT RESISTANT AND 00 NOT MEET THE 15 CA STIFFENED1 RN0 EQJIRDWENT5 FOR I -BORE DEEMS DY .IB CA NARROW BO1 REGIONS 'OWE BRhT9 SEE SCREL E�FGR INTERMEDIATE HYDE 0.SErTTCN STEEL TO HAVE A HINPA.IH 28 GA0jN41TY, ATTACHED MTN(4) MCKNESS, AN`ASE 1 1/4-141.319'SELF o TIPHTfO Eri6 'a 7.TIE DESIM4 OF THE SUPPORTING STRUCTURAL KEY LOOK CIq SLJDE ELEAEMS SHALL BE THE RESPONSIBILITY OF THE LOCR ORE END{NOT I'MWSMONAL OF RE7COPD FOR THE BUILDING OR 9EQAI3A PITH 14 CA BOTRNLI BFRAOIET SIRUCTURE AND N ACCORDANCE YATm CIRRkIpr OPERATOR-SEE ATTACHED WITH(2) BOILDRO CEDES FOR IR[LOADS OSTM ON IRIS NOTE 4J, SLOE HOCK [ 1/4-14x7/8'SEF DPJLLJNO DRAWING. SHORN FOR C ARTY CRIMPIITE SCREILS AND(1) I/4-14.5jM8-'SELF DRILLING EL ODOR JAUB TO BE MINIMM 2[4 SIRRMIURAL F TAMPER RE91STANT d GRACE LUMBER. REFER TO JAMB CONNECTION 7 - SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NnT1-, (4)SECTION SOLD m o sTlftllcTEpE DOOR SHDIIL SEE sHEEr v 2 FOR Ui-BAR LOCATIDNS Q.FOR LCI'HEAD ROOM UFT cOImITICNS•TDP ON DOORS TITH OTHER .. . z BRACKET SHALL BE A 13 OA UI9 7/4 TDP7/g" SECTION QUANTITIES AND SEE NOTES I AND BRACKET DIRIU NG ORI MP MSCLEWS IN LIEU KOF THE SHEET FOR GLAZING S ~ BRACKET S MN CH INS DRAYAN0.U-SAR ON OPTS. ¢ TOP SECTION SHALL BE INSTALLED ON TOP OF o LHR TOP BRACKETS. SUPERIMPOSED DESIGN PRESSURE 9 BRACKEr SCREMLE COM NO.z LOADS Olid SUPPORTING STRUCiURE HEIGHT SFZMaMS saAntEls BRACKETS MEASURED FROM BOTTOM >- {EAC{JAMB) OF TRACK ALL DIMENSIONS t 2') Q DOOR DOOR B--0 4 T 2 JB-USI 10 ,D-US 21� 4 ,E-V 21F-3 4 JB�US J9 4 .B-VS 57-1/4? JB-U 51WiN Ik7Xi1T UNIFORM LOM Fli011 JAMB 0-M 7 4 7 27 JB-US 70 5 ,8 ZB-3 4 JB-US 4 JB 52-1 JOUsl 03-1411'" 8-05 S ALL +184,0 408,0 7 5 B 2 ,1B-Il 19 JB-US 18-1 4 ,B 26-5 4 J6-US SB JB 45 .B-VS 154-1 i+; J U 74-14Z 9'-O' ALL *207.0-2]4.0AW - - 415- -Loj, - Ed�uwl - NOTE. {.B-US)FOILfMNG BMdGSION DEV40TES SLOTTED JAMB IRA6IET ATTACHED TO-RACK WITH T/4-20.9/L6'TRACK BOLT AND NUT AS SHOWN A8019. M ' ALL COWS CREATER TION E'IN HEIGHT REQURE USE OF OCNTIN11C IS WALL ANGLE.SS'EE SUPPLEhCNr TRACK CHART FOR DETAILS. O USl CV STATIC PRESSURE RATINGS APPR041Eq 517E5 SCALE:N_T.S. 5121: A CT DESIGN (PSF): +46.00%52.00 MAX YAD1H: 9'-0' GATE NAME TEST(PS`): +BD.GO/-78.00 MAX HEIGHT: 14'-0' JDRAWN 1 5/17/00 GRT >:. NOR A.SAM104,PE � IMPACT/CYCUC RATED (YES/NO): YES IAAX SECTION HEIGHT:21"CHECKED 1/22/07 MR3 2561 S STAKE 9.Lr 721.9.111E 2m UEW,VniE.=man SHEET OF 2 R PE SOOT.] MODELS 8000/81 00 Tr PE 106291 A DR4570N GF OVERHEAD DQaR CO [DIlAl%INC;PART NO. REV. F1wacFcsso.Ku E10.iR'SAtS sea PRasOm ONLY r� PEN3395 ADGSGM DIME SACOLA FLORIDA 32914 WINDLOAD SPECIFICATION OPTION CODE 1104 327013 P4aDKM GtiTOr"'1X060 CONSTRIGTID4 OErALs 5D 474-IARR RE\SSIONS I MODRED NOTES To sTATE THAT LAUVIIis ARE WE IMPACT aESISTANT.INCREASED JESIGM PRESSURE TD �D +46.00/-52.03 PSF. S8)SECTION DOORS 111TH ar 6/49/07 d (10)3 20 CAN HSI U-BARS P2 ADDED IMPACT LOCATED AS SH0119 RESIS%ANT CLA21BQ ADOED DETAIL A SHEET 2 FOR GLAZING.ADDED WAX m 3 G.AZINC DINENSION TO N NOTES SHEET I.ADDED o ,I S'�SFJCTIOfa DOORS M7H TRACK TO FLAG CCNEECDON NOTE. (9)3' 7A CA 80 NSA SHOW mu t1/10/07 LOCATED AS SHDInr1 z i P3 NOOIFJED LOUWfl OPTICN. ADDED TEXAS LXI'TISE NUMBER TO TITLE BLOCK- GRT LOCKGRT 9/19/OB (6)SECTION DOORS VATH P4 UPDAIE9 TITLE BLOCK (6) r 20 CA BD IW U-BARS AND IMPACT G-AZRG LOCATED AS SHOW 1 GRT 4/16/12 21 -1 5)SECIDOM DOORS VAT:H / KTEAIOR FRAME (7)S 20 OA EO KSI U--BARS TAOAIED AS SH01MN / SiEETMETAI.SORETY . •I (4)SECTION DOORS NTH 1 Y {S)X 2D GA 80 KSI U-BAMS • LOCATED AS Si0'AlY FRAW I C •\ 1I/P POLYCIJ OWI E O GJ Z OErm A O d 0 w z } •1L l•. m p A(�TTA�O/N V-S7A/RB8S�IMTH OFdSA)W CPoFAPTITE MEVMS L.[1 A7 ALL STILE LOCATI0H5, TYP. N I STATIC PRE-,SIRE RATINGS APPROVED SITES SCALE=N.T.S. SIZE: A o: saw_ _ DESIGN (PSF): +46.00%52.00 IMAX YADTH: 9'-0' DATE NAME TEST(PS`); +69.00/-7B.OD IMAX HEIGHT: 14'-0' 1DRAM 1 5/17/06 GRT �, Iarrdc n.saroa,PE A IStPACT/CYCIJC RATED (YES/NO):-YES WAX SECTION HEIGHT:21"CHECKED 1/22/07 MRB am.s,STATE HRT 121,5577E Too vim■ SHEET 2 OF 2 aLW Jo57 no M PE,iz 7 R PE 7mq MODELS 8000/81 DO DRAYANG PAR:NO. REV. TX )9 PE 1ae1 A pN90N OF OVERHEAD OOOi 0'J 3389 AOCISON ORI1E �9� DET�m PENSAi 327013.FLORIDA 32514 WINDLOAD SPEGIFICAT10N OPTION CODE 11D4 P4SSD 474-9800