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Home My WebLink AboutProduct Approval; Sectional Exterior Door Assembliesriff?Od r t5ca5 home Log in user Kegiscraaon not iopus aunmic aurcnarge Mars ae racrs ruViicduons wnLdLL vs x = Product Approval I USER: Public User Product AWorova! Menu > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL8248-R19 Revision 2017 Approved 04/10/2020 v. date reapply04/13/20 ----------------- WayneoDalton, a di: sign orhea Door CH `= '3395'Addison Drive Pensacola, FL 32514 (330} 763-8121 dkornish@wayne-dalton.com Dwayne Kornish dkornish@wayne-dalton.com Junfeng Qian 2501 S TX-121 BUS Lewisville, TX 75067 .469) 549-7100 junfeng_gian@overheaddoor.com Tony Rebitch 3395 Addison Dr Pensacola, FL 32514 ($ 0- 475-6155 anthony_rebitch@overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered At Professional Engineer FILE Co"uation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By John E. Scates PE-51737 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received h?1 S: N76VS`J.fIOi!Ga iilidinC ,Qiq pfl dtl." Io>:.?o;ir.2:?i-NGE...8/17/20, 'i2:27 p,bs Page 1 of 7 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summa. of Products Go to; Page:: FL8248 R19 COI Cert of_Ind Scates 2020 FL8248 1R 9 COI_Validator Cert_Qf n�ic _WWay_i Standard ANSI/DASMA-108 ANSI/DASMA-108 ANSI/DASMA-108 ANSI/DASMA-115 ANSI/DASMA-115 ANSI/DASMA-115 TAS-201 TAS-202 TAS-203 Method 1 Option D 04/09/2020 04/14/2020 04/16/2020 06/02/2020 Model, Number or Name ; Descnpti n 8000/8100/8200 #1100 9' Max width. 14' Max height. Glazi I8248.1 i intermediate section. _ Limits of Use # Installation Instructions Approved for use in HVHZ: No i FL8248 R19 LI___1100-329468-P7 Approved for use outside HVHZ: Yes FL8248 R19_TI_363342-P01 WD J Impact Resistant: Yes Supplement_ FL.Ddf Design Pressure: +15.9/-18.2 } FL8248_R1.9_1I_ ra S pplement( Other: Verified By: John E. Scates FL PE 1 Created by Independent Third Part Evaluation Reports j FL8248 R19 AE Eval FRept_8000- ! Created by Independent Third Part 8248.2 18000/8100/8200 #1104 9' Max width. 14' Max height. Glazi - intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R19 11 1104-327013-P8 FL8248 R19_II 363342-P01 WD ] Approved for use outside HVHZ: Yes Supp .pdf Impact Resistant: Yes Design Pressure: +46/-52 FL8248_B19_I1_ICack-S-lpplement( nr �,,;. �.m: o i1jtDS://Ya'WW.flo�iaa5uifdiflg.oru,!pr,:pr-.app-�<l.aspx?paKam=:^Pvc---frneb$G� 2p:��aon`�l�.ciyefim!agvaP r. L:: ti!i�2s1�:JKh ��d/��3r, 311?1120, "I L'i. PM Pact. 2 of Other: Verified By: John E. Scates FL PE � ' Created by Independent Third Part Evaluation Reports FL8248 R19 AE Eval Rept 8000 Created by Independent Third Part 8248.3 8000/8100/8200 #1105 19' Max width. 14' Max height. Glazi ' intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No L8 4 _R19_II 1105-362403-P1_ Approved for use outside HVHZ: Yes I FL8248 R19 11 363342-POI WD J Supplement_sFL.pdf Impact Resistant: Yes Design Pressure: +31.00/-35.00 FL8248 R19 11 TrackSuoplement( I Verified By: John E. Scates FL PE E Other: Impact Glazing is available. These Doors are not intended for use in the High Velocity Hurricane Zone HVHZ. i Created by Independent Third Part Evaluation Reports LF 8248_R19_AE Eval_Rept_8000_ Created by Independent Third Part 8248.4 8000/8100/8200 #1106 '9' Max width. 14' Max height. Glazi intermediate section. Limits of UseInstallation Instructions Approved for use in HVHZ: No FL8248-R19 II_1106-364231-P1_ FL8248 R19_II_363342-POI WD J Approved for use outside HVHZ: Yes Supplement sFL.pdf Impact Resistant: No Design Pressure: +22.9/-26.3 Other: Glazing is not impact resistant and does not meet the I requirements for wind-borne debris regions. FL8248 1R 9 II_ TrackSupplement( Verified By: John E. Scates 51737 Created by Independent Third Part Evaluation Reports FL8248 R19_8E Eva! 3ept_QQ_ Created by Independent Third Part 8248.5 18000/8100/8200 #1107 €9' Max width. 14' Max height. Glazi intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R19 II 1107-364232-Pi FL8248 R19 Il363342-POI WD J Approved for use outside HVHZ: Yes Supplement sFL.p.O-f Impact Resistant: Yes Design Pressure: +26.9/-30.8 {'' FL8248 R19 II TrackSutlp e nt( Verified By: John E. Scates 51737 Other: Impact Glazing is available. These Doors are not } intended for use in the High Velocity Hurricane Zone HVHZ. I Created by Independent Third Part Evaluation Reports FL8248 P19 AE Eval Re tt 8000_ Created by Independent Third Part r- 8248.6 18000/8100/8200 #1108 9' Max width. 14' Max height. Glazi intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions L8 4.8 R19 1I 1108-364233-P1_ Approved for use outside HVHZ: Yes FL8248_R19_11_363342-PO1 WD Impact Resistant: Yes I Super nt sFL.adf Design Pressure: +37.00/-41.00 FL8248 R19 11 Jac- Su piement( Verified By: John E. Scates 51737 Other: Impact Glazing is available. These Doors are not intended for use in the High Velocity Hurricane Zone HVHZ. Created by Independent Third Part Evaluation Reports FL8248 R19 AE Eval Rept 8000_ Created by Independent Third Part j 8248.7 8000/8100/8200 #1120 16' Max width. 14' Max height. Gla; intermediate section. https://w�%,w.floridabuilding.org/pr/pr.app_dti.aspx.?param= G... inieb8GbxRy.:yG4a6rn',A,'cHveSmI64vaW/rL5MiG2sIOKA1/3d*12d 3i17/20, 12 27 PM Page 3 of 7 Limits of Use Approved for use in HVHZ' No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R19 II 1 1 20-327014-P8 FL8248_R19_11_363342-1301 WD J Supplement sFL pdf FL8248_ 1199_U Tr c Supplement( Verified By: John E. Scates FL PE `_ Created by Independent Third Part Evaluation Reports FL8248 R19 AE Eval Rept 8000 Created by Independent Third Part f 8248.8 8000/8100/8200 #1121 E 16' Max width. 14' Max height. Gla; intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No !Supplement Design Pressure: +15.30/-17.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R19 II 1121-327015-P7_ F 8 48 R19 aI_363342-POI WD J sFL._df FL8248 R19 II Trac Supplement( Verified By: John E. Scates FLORIE Created by Independent Third Part Evaluation Reports FL8248 RI-91�E Eval &p_t 8000 Created by Independent Third Part 8248.9 8000/8100/8200 #1122 16' Max width. 14' Max height. Gla; intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +23.00/-25.00 Other: Impact Glazing is available. These Doors are not intended for use in the High Velocity Hurricane Zone HVHZ. Installation Instructions FL8248 R19 II 1122-327016-P8_ FL 48_R19 11_363342-PO1 WD J Su poleme FF pdf FL8248_R19_11 T c upp ement( Verified By: John E. Scates FL PE `_ Created by Independent Third Part Evaluation Reports FL8248 R19_A€_Ev 1_LePA_8000- Created by Independent Third Part y 8248.10 Y 08 00/8100/8200 #1123 1 16' Max width. 14' Max height. Gla; intermediate section. Limits of Use _Installation Approved for use in HVHZ: No Approved for use outside HVHZ: Yes i Impact Resistant: Yes Instructions FL8248 R19 II 1123-327017-P7 FL8248 R1 _U_363342-POI WD J Supplement sFL pdf Design Pressure: +30.00/-33.50 Other: f T FL8248_RI9t _11_ac S pplement( Verified By: John E. Scates FL PE E Created by Independent Third Part Evaluation Reports FL8248 _�i9_AE_ va _Rept_8000_ Created by Independent Third Part 8248.11 —#1124 16' Max width. 14' Max height. Gla; I8000/8100/8200 ` _ intermediate section. Limits of Use u s Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes FL8248_R19 �_1124-327018-P7_ FL8248_Ri9_LI_363342-P01 WD J implement sFL.gdf Design Pressure: +34.40/-38.30 Other: FL8248 91-9_ II TrackSup_P emen ( Verified By: John E Scates 51737 Created by Independent Third Pad https://www.floridabuitding.orgfpr/Pr_app..dtLaspOparam=•r�1GE...sT KA`3d"/3d 8ii7i20, 12:27 PM Pau? 4 of 7 Evaluation Reports j 8FL 248 R 19 AF—Eva Rep-t_8000 Created by Independent Third Part f 8248.12 8000/8100/8200 #1125 16' Max width. 14' Max height. Gla; intermediate section. Limits of Use Installation Instructions Approved for use'in HVHZ: No , FL8248 R19 II 1125-327019-P7 " FL8248 R19 11 363342-P01 WD J Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 is" pplement sFL.pdf FL8248 R19 II TrackSupplement( I Verified By: John E. Scates FL PE E Other: Created by Independent Third Part Evaluation Reports F-LS248_R19_AE_Eval Rept_8000_ Created by Independent Third Part 8248.13 8000/8100/8200 #1126 i 16' Max width. 14' Max height. Gla; I intermediate section. Limits of Use Approved for use in HVHZ: No Installation Instructions 8FL 248 R19 II_1126-364264-P1 FL8248 R19 II 363342-PO1 WD J Approved for use outside HVHZ: Yes .1 Impact Resistant: Yes 15vpple Design Pressure: +26.00/-29.00 Other: Impact Glazing is available. These Doors are not en _sFL pdf FL824L9_ 199_II_Trac Supplement( Verified By: John E Scates 51737 intended for use in the High Velocity Hurricane Zone HVHZ Created by Independent Third Part t Evaluation Reports FL8248 R19 AE Eval Rept 8000 Created by Independent Third Part 8248.14 8000/8100/8200 #1128 16'2 Max width. 14' Max height. Gl; intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R19 II 1128-365183-PO FL8248_R19 II 363342-POI WD J Approved for use outside HVHZ: Yes Supplement_sFL.pdf Impact Resistant: Yes Design Pressure: +46/-52 FL8248 R19 1I_TrackSupplement( Verified By: John E. Scates FL PE Other: Created by Independent Third Part ( Evaluation Reports FL8248_R 9_AE_vall_Rept_8000_ Created by Independent Third Part _ 8248.15 {f{ 8000/8100/8200 #1140 18' Max width. 14' Max height. Gla; I intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R19 I1 1140-327020-P7 i Approved for use outside HVHZ: Yes It FL8248 R19 II_363342-P01 WD J Impact Resistant: No Suppleme _sEL f Design Pressure: +12.40/-13.80 1 8FL 248 R19 II TrackSupp ement( Other: Glazing is not impact resistant and does not meet the i Verified By: John E. Scates FL PE `_ requirements for wind-borne debris regions. Created by Independent Third Part Evaluation Reports f FL8248_R19 AEEva] Repi•_8000- Created by Independent Third Part 8248.16 8000/8100/8200 #1141 18' Max width. 14' Max height. Gla; intermediate section. _ Limits of Use Installation Instructions https'j;`r.vvv:.floridabe ilding.arglpr,Jpr.app. ntl.aspx?param.=:vGE...jmeuz �cxay'IJG�z8mS7vcHyr_-um?6r�+iaF�}�1rL5btiG2s3kJKA%?d*/.Sd P,/17120, 12. 7 PM page, 5 of 7 Approved for use in. HVHZ: No ( FL8248_R19_11_1141-327021-P7_ # FL8248_R19 i_363342-P01 WD J Approved for use outside HVHZ: Yes Suop LQm—enj sFL.pdf Impact. Resistant: No Design Pressure: +18.50/-20.70 Other:. Glazing is not impact resistant and does not meet the FL8248 R19 II TrackSupplement( t Verified By: John E. Scates FL PE requirements for wind-borne debris regions. Created. by Independent Third Part Evaluation Reports FL8248 R19 AE Eval Rept 8000_ Created by Independent Third Part 8248.17 18000/8100/8200 #1144 118' Max width. 8' Max height. Glazi i 1 intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL8248 R191144-327024-P6 _II FL8248_RI9 11 312957 P6 8000-1, Approved for use outside HVHZ: Yes FL8248 R19 II 363342-POI WD J Impact Resistant: Yes Supplement_sFL.pdf Design Pressure: +46.00/-52.00 Other: FL8248 R19 II TrackSuoptement( Verified By: John E. Scates FL PE E 1 Created by Independent Third Part 1 Evaluation Reports FL8248_g19_PE_Eva1 'ReePt_8000_ Created by Independent Third Part 8248.18 18000/8100/8200 #1145 18' Max width. 14' Max height. Gla; intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL8248 R19 II 1145 364240-P2_ FL8248_R19_LI_363342-P01 WD J Supp en =.�pdf Impact Resistant: Yes Design Pressure: +26.30/-29.30 FL8248 R19_II T c Sup e ent( Verified By: John E. Scates FL PE E Other: Impact Glazing is available. These Doors are not f intended for use in the High Velocity Hurricane Zone HVHZ Created by Independent Third Part ! Evaluation Reports FL8248 R19 AE Eval Rept_ 000_ Created by Independent Third Part 8248.19 i8OOO/8100/8200 #1147 l 18' Max width. 14' Max height. Gla; intermediate section. Limits of Use — Installation Instructions Approved for use in HVHZ: No FL 24 _RI9_11_1147-365187-PO_ FL8248 R19 Ii 363342-POI WD J Approved for use outside HVHZ: Yes Supplement sFL.pdf Impact Resistant: Yes Design Pressure: +34.4/-38.3 f FL8248—R19-1 Trac S p ie en ( Other: I Verified By: John E. Scates FL PE { ? Created by Independent Third Part Evaluation Reports FL8248 R19 AE Eval Sea_8000_ I f Created by Independent Third Part 8248.20 18000/8100/8200 #1148 18'2 Max width. 14' Max height. GI; intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No i Approved for use outside HVHZ: Yes I FL8248_R19_II 1148-365184-P0 FL8248 R19 II 363342-POI WD J Supplement sFL.pdf ` Impact Resistant: Yes Design Pressure: +46/-52 FL8248 R19 II TrackSup ement( Verified By: John E. Scates FL PE ` Created by Independent Third Part Evaluation Reports ` Other: i https:l;ww+rd.fioridabuildi� .arg/i%rlpr.app..dil.asax%par'am=,,vGE... j+neb8GbxRy',,1G4aGri-MIcHy SroIGgvaRINri_SivtiG2s1k,1 8/17!20, 12 27 NA Gave 6 of 7 'Go to' Page Q, FL8248 R19 AE Eval_Rept_800O_ Created by Independent Third Part M E- Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. 11^ht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a I electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provi� address if they have one. The emails provided may be used for official communication with the licensee. However email a( not wish to supply a personal address, please provide the Department with an email address which can be made availabl are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: o® Credit Card Safe https:jJwwv,,.floridabuildincg.ovg/pr,pr ap dtl.�sr ,?r� rnr,-:rGF ...jnteh€si�i x.iy`r°,'f ;;r ^,fJr4?y� r.Eti r1i `?'sklrtSviGlcat JYEi�a3rf°la?u ?,117P20, 32:27 PM Page 7 of 7 nu1e� 1. NON IMPACT GLAZING OPTIONS, A. 16 X 9.75 CLEAR OPENING INSTALLED TOP OR INTERMEDIATE SECTION. 13 GA HORIZ ANGLE B. 36.75 X 9.75 CLEAR OPENING INSTALLED IN 1OP SECTION ONLY. GLAZING SSB ((LOW) MINIMUM. 13 GA FLAG ANGLE MAY INCLUDE DECORATIVE INSERTS NOT AVAILABLE IN MORE THAN ONE SECTION. DOES NOT SATISFY WpdDBORNE-DEBRIS. 16 CA MIN HORIZ 2. IMPACT GLAZING OPTION: TRACK 16.75 X 9.75 CLEAR OPENING 5/160-5/8' GLAZING 1/4' GROOVED POLYCARBONATE ALUMINUM LAG SCREW (MIN 3� FRAMES WITH 10 SCREWS MAY INCLUDE DECORATIVE AS SHOWN) INSERTS INSTALLED IN TOP OR INTERMEDIATE SECTION. (4) 1/4-204/16• LARGE NOT AVAILBLE AIN MORE THAN ONE SECTION. HEAD TRACK BOLTS OR SEE ASSEMBLY DETAIL ON SHEET 2. 1/4-20 STUDS NTH 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 1/4-20 HEX NUTS OF 8' O.C. MUST OVERLAP TOP AND BOTH ENDS OF 16 GA MIN VERT -� PANELS MINIMUM 7/16' TO MEET NEGATIVE TRACK pR£S91RES. 1/4-20X9118* TRACK 4. KEY LOCK, SLIDE LOCKS. OR OPERATOR REQUIRED. BOLT AND 1/4-20 HET( 5. LOUVER OPTION - .o3r MINIMUM LOUVERS IN NUT AT EACH JB-US JAMB BRACKET LOCATION MOLDED FRAMES SCREWED TOGETHER WITH A MINIM OF (10) fOxI. SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT NOT 5/18rt1 -5/8' LAG RESISTANT AND DO MEET THE REQUIREMENTS SCREW AT EACH FOR VINO -BORNE DEBRIS REGIONS. JAMB BRACKET 6. SECTION MEEL TO HAVE A MINIMUM 25 GA THICKNESS 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR 15 GA STIFFENED STRUCTURE AND IN ACCORDANCE WITH CURRENT JAMB BRACKETS ETUILONG CODES FOR THE LOADS LISTED ON THIS SEE SCHEIOULE FOR DRAVANG. QUANITY. LOCATION, AND TYPE & BOOR JAM® TO BE MINIMUM 2' X 6% GRACE 2 KEY LOCK OR SLIDE LOCO SOUTHERN PINE REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING EACH END (NOT REQUIRED STRUCTURE VIM OPERATOR - SEE NOTE 3). SLIDE LOCK 9. FOR LOW HEAD ROOM LIFT CONOIRONS, TOP SHOWN FOR CLARITY BRAC4:T SHALL BE A 13 GA LHR 7/4 TOP BRACKET NTH A MINIMUM OF (3) 1/4-14x7/8' SELF DRILLING NOTE (4) SECTION SOLID DOOR C IMP11E SCREWS IN LIED OF THE BRACKET SHOWN SHOWN. SEE SHEET 2 FOR U-BAR ON THIS DRAWING. U-BAR ON TOP SECTION SHALL LOCATIONS ON DOORS WITH OTHER BE INSTALLED ON TOP OF LHR TOP BRACKETS. SECTION QUANTITIES AND SEE NOTE 1 THIS SHEET FOR GLAZING OPTIONS SUPERIMPOSED LOADS DESIGN PRESSURE ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) IO'-0' ALL +1150-12aO 12'-O' ALL +138.0 -150.0 14' ALL +161.0 -175.0 15'-0' ALL +1725/--1B7.5 18'-0' ALL +18CO -200.0 0 No. 51737 r � * I STATE OF\ S/ONA; Digitally signed by John E. Scates P.E. Date: 2019.02.18 11:21 51-06'00' PROI S90NAL E NGINEM SEAL PROVIDED MY FOR VEMCAMO N OF lMLDAD 00M1TK=GN DETAM �, DOdi I i 20 GA CENTER STILE—,,, _1�� PI MODIFIED NOTES r� ` MJ1TC TJ�T 1 NI\a� 8j29�07 MODIFIED JAMB LCKET SCHEDULE I DIMENSION TO NODS SHEET 1. GRT 11/10/07 P3 MODIFIED LOUVER OPTION. ADDED TE KAS LICENSE NUMBER TO TITLE BLOCK. C GRT 9/19/08 . P4 UPDATED TITLE BLOCK GRT 4/16/12 P5 ADDED NON -IMPACT GLAZING NOTE 1. I VA P6 UPDATED TITLE BLOCK FSC 10/3/17 P7 UPDATED TITLE ° BLOCK, REV PER ER 31052 ° A ESC 9/25/16 JAMB BRACKET SCHEDULE _ HEIGHT SECTIONS JAMB BRACKETS (FILCH JAMB) TRACK TYPEBRACKETS I LOCATON OF CENTERLINE OF JAMB MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 9 ) 4 4 QI 4 a , 34 JB-Us , 44 a , 58 JB-US 4 4 FAT 0• JB-US), 25-3/4' JB-US), 39' JB-US , 57-1 4• (JB-US) 4 5 a JB-US , 14 a), 29-1 2 JB-US , 44 a), 63-1 4 JB 4 5 FAT (JB-US , 10' (JB-US), 29-3 4' JB-US), 42' (.IB-US , 63-1 4 J8-US) [7-r 5 6 QI JB-US , 14' a , 28-1 2' M-US . 43 a ,62--1 2 a , 72' (JB-US 5 6 FAT JB-US , 1 JB-US), 26-3/4' JB-US), 45 (J8-US), 6 (JB-US), 74-1/2' (.M-US) s B a JB-US , 14' a , 34' JII-US , 48' a , 58'JB-US , 86-, 2' a) 5 6 FAT ' (JB-US), 10' (JB-US , 29-3/4' JB-US , 48' JB-US), 57-1/2' (JB-US), 77-1 2• (JB-US8-0 ISEE NOTE BELOW NOTE,. 16' DOOR SHOWN. SEE SHEET 2 FOR HINGE AND STILE LOCATIONS ON OTHER SIZE DOORS US) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20XII/16' TRACK BOLT AND NUT. FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH 70 TRACK. DOORS GREATER THAN W IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS JOHN E. SCATES, PE 2560 KING ARTHUR BLVD 024-54 LEWISVILLE. TX 75056 FL PE 51737 TX PE 56308IF2203 Wayne =Dalton. GARAGE DOORS DMSON OF OVERHEAD DOOR IXY 3395 ADDSON DRIVE PENSACOLA, FLORIDA 32514 K9501 474-9890 STATIC PRESSURE RATINGS APPROVED SIZES ISC SIGN (PSF): +23.00/-25.00 MAX WIDTH: 16'-0' ST (PSF): +34.50/-37.50 MAX HEIGHT: 14-Ci OF PACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CE MODELS 8000/8100/8200 %MNDLOAD SPECIFICATION OPTION CODE 1122 2/12/19 T.S. ISIZE: A SHEET 1 OF 2 DRANANG PART NO. REV. 327016 P8 RI.WL\ .13.L I.IIRMLY IV ACKET WITH 5/19-18 BOLT do NUT I CENTER SLOT AND 1/4-20411W RACK BOLT & 1/4-20 HEX NUT HROUGH ANY TWO A11G KING HOIFS- 2 GA COMMERCIAL 'A' FRAME OP BRACKET ATTACHED WITH 4) 1/4�-14x7/1r SE1F RI N0 (iBMPTITE / 10 (2) 1/4-14x7/8' ELF LUNG CREATE SCREWS INSIDE OF EACH END HIN DETAIL NYLON S7ORMGARD ROLLER 47H 4-1/Y STEM EACH OLLER LOCATION. OPTIONAL— Q 1 BALL BEARING NYLON 'OLLER. 7/18' PUSHNUT AT ACH ROLLER LOCATION/4!' MAX BETWEEN . ' NO BRACKET OR NGE NUT I HINGE IS 14 GA 2 HINGE IS 13 GA DETACH 3 HINGE (AN O ALL BOVE) ARE 13 GA IDIE BGDY END HINGE XTACHED WITH (4) /4-14x5/8' SELF APPING SCREIIVS 4 8 GA NARROW BODY RTERMONATE HINGE ITTACHED VWAI (4) AP51 SELF IN , SCREWS 4 GA BOTTOM BRACKET ITTAG4CED W17H (4) /4-14s7/8' SELF DRIL LING 26MPTITE SCREWS (2)6OCH 6 THROUGH STND NO (1) 1/4-14x5/8' IRIWNG RED SCREW DETAIL 0 u u u imi ICI W ICI I�I��,I�I s H -I ICI 11 V V v V WON I li V V 1 'ICI ;ICI p' �I ICI ICI' •a a' . . V V / INTERIOR FRAME SHEETMETAL 1 SCREW1/4' POLYCARSONATE EXTERIOR FRAME IMPACT WINDOW / ALUMINUM FRAME WITH GROOVED POLYCARBONATE DETAIL E No. 0737 �O STATE OF •.14- ijp�.t►�•.!cCORVID pi s QNI/11111I ; f��X\X PRROFES9QUL ENGNDEWS SAPROYDED ONLY FOR (8) SECTION DOORS WITH (12) 3' 20 GA 80 KSI U—BARS LOCATED AS SHOWN (7) SECTION DOORS WITH (11) 3' 20 GA 80 KSI U—BARS LOCATED AS SHOWN (6) SECTION DOORS WITH (9) 3' 20 GA 80 KSI U—BARS LOCATED AS SHOWN (5) SECTION DOORS WITH (a) 3' 20 CA 80 KSI U—BARS LOCATED AS SHOWN V EMP IN L��J p n 1 �Illlllllm v v 127 (4) SECTION DOORS WITH (6) 3' 20 GA 80 KSI U—BARS I LOCATED AS SHOWN I®I ii I®I I� l v v LOUVER - DPnoNAL Bo1TnM sEcnd4 18'm ,Ll�m1ow 13 GA ADJUSTABLE TOP FD(RIRE PLACE S' U—BAR OVER LOW • HEADROOM BRACKET ATTACH THRU END STILE AT EACH END WITH (2) �• 1/4-14x7/8' SELF DRIWNG CRIMPTI,E StxTEws Way n e LOW HEADROOM TItAQC DETAIL F ®Da Ito n . GARAGE DOORS JOHN E. SCATES. PE 2560 KING ARTHUR BLVD IF24-54 DIVISION OF OVERHEAD DOOR 001 LEWISVILLE, TX 75056 3395 ADDISON DRIVE FL PE 51737 .�...,,� PENSACOLA, FLORIDA 32514 ATTACH U—BAR WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TIP. STATIC PRESSURE RATINGS I APPROVED SIZES N (PSII +23.00/-25.00 1 MAX WIDTH: 16'-0' (PSII +34.50/-37.50 IMAX HEIGHT: 14'—O' ,T/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT: 21' MODELS 8000/8100/8200 WINDLOAD SPECIFICATION OPTION CODE 1122 TD NOT IMPACT ET 1. ADDED TRACK FLAG CONNECTION r11/10/07 MODIFIED LOUVER RON. ADDED TEXAS 745E NUMBER TO E BLOCK. r 9/19/08 UPDATED TITLE BLOCK f 4/16/12 ADDED NON —IMPACT 121NG NOTE 1. : 11/8/16 UPDATED TITLE BLOCK : 10/3/17 UPDATED TITLE )CK. REV PER PDATED N0713 D LHR DETAIL ER 2 2/12/19 N.T.S. SIZE: A DATE NAME I 5/18/06 GRT ED 1/22/07 MRB SHEET 2 OF 2 DRAWING PART NO. I REV. 3?7O16 PR