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SCIS Home Lop In User Registration y Hot Topic Submit Surtharge Stats&Facts Publications FBC Staff SCIS Site Map ( Unks Search Florida �$ " Product Approval pr e USER:Public User tik V;N'(dYu�ity j:�iTu4�urm Product Aon_ val Men,,>Product or AnolicaUpri Search>Aoollcatlon Llst>Application Detail FL# FL8248-R13 Application Type Revision Code Version 2017 Application Status Approved Comments Archlved p Product Manufacturer - Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395'Addison Drive Pensacola,FL 32514 (850)475-6197 Mzirk_Garon@Overheaddobr.com Authorized Signature Mark Garan Mark_Ga ro n@Overheaddoor.com Technical Representative Mark Garan Address/Phone/Email '3395 Addison Dr. Pensacola,FL 32514 (850)474-9490 Mark_Garon@Overheaddoor.com Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory -Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Dwayne J.Kornish -the Evaluation Report Florida License PE-77945 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quelli:VAssurance Contract Expiration Date 03/06/2050 Validated By' Jeffrey P.Arneson,P.E. . C7 Validation Checklist-Hardcopy Received Certificate of Independence FL4 248 R13 COI Cert of Index�Kornlsh012 70 FL8248 R13 COI Validator Cert of Ind Wayne Dalton odf Referenced Standard and Year(of Standard) Standprd y= ANSI/DASMA-108 2012 ANSI/DASMA-115 2012 TAS-201 1994 TAS-202 1994 TAS-203 1994 Scanned by CamScanner Sections from the Code Product Approval Method Method 1 Option D .Date Submitted Date Validated 10/12/2017 Date Pending FBC Approval 10/27,/2017 Date Approved 10/30/2017 12/12/2017 summa of Products FL 8282# Model,Number or Name 48.1 Description 8000/8100#1101 9'Max width. 14'Max height.Glazing available in top or Intermediate section. Limits of use Approved for use In HVHZ:No Installation'instructions Approved for use outside HVHZ:Yes FL8248 Ria II i 10127010_ E, impact Resistant:No FL8248 R11 II WD iamb Qi1np1 to nr a17 tidf Design Pressure:+22.901-26.30 FL8248 Ria II WD Tra ti �pplement hart Pi oaf Other.Glazing is not impact resistant and does not meet CreateVerifid by independent t hird Partyne j K6rnIsh FL PE: 7 o the requirements for wind-borne debris regions. rty: No Evaluation Report FL8248 1113 'AE FBC FyalSOOQ 8100 8200 Oo_7ot7c. r 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 R13IT 11110 3 7011 P6 oResistant-Approved for use outside HVHZ:Yes FL8248 R1 'IT Jamb �onl m nr P17.odf Impact Resistant-No FL8248 R13 II.WD Track.SL�Dpment Cha Pl odf Design Pressure:+26.90/-30.80 Verified By:Dwayne 3 Kornish FL PE 77945 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-Rt 3 AE FBCEvaI8p00 8100 200 092 17sodf 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 InstallationInstructions Approved for use In HVHZ:No FL8248 Rid'tI 1103-327013-P6 r_odf Approved for use outside HVHZ:Yes FL8248 R13 II WD Jamb Supplement P17 odf Impact Resistant:No FL8248 R13 II ment Chart PI .ndf Design Pressure: +35.70%41.00 Verified By: Dwayne 3 Kornish FL PE 77945 Other:Glazing isnot Impact resistant and does not meet Created by Independent Third Party: No the requirements for wind-borne debris regions. Evaluation Reports FL8248 R0 AE FBG Eval 8000 8100 8200 09 917s.ndF 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 Ria II 1204-327013-PS s.odf Approved for use outside HVHZ:Yes FL8248 R13 it WD iamb Supplement P17.odf Impact Resistant:Yes FL8248 R13 II WD Track Suoolement Chart P12.odf Design Pressure:+46.00/-52.00 Verified'By: Dwayne 3 Kornish FL PE 77945 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval 8000 8100 8200 092917s.12df Created by Independent hird 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 R13 II 1121-327015-P6 s odf Approved for use outside HVHZ:Yes FL8248 R13 II WD iamb upolement P17.2df Impact Resistant:No ELS248 48 R13 II 4"!D Track Suosllemmt Chart 1 .odf Design Pressure: +15.30/-17:00 Verified By: Mark A.Zawlckl FLORIDA PE 726'13 . 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 S ,�j,i�48 R13 AE FBC Eval 8000 810Q 8200 092917s.odf In d i d Pa : No REVI NS tl4T 13 GA ROLLER SLIDE ATTACHED TO MODIFIED OTE 1.IMPACT RCSI$TANT GLAZING OPTION-IMPACT 13 GA HORIZ ANGLE BRACKET WITH 5/16-16 BOLT•NUT YE THAT NOTES TO RESISTANT GLAZING SYSTEM MAY BE INSTALLED ATE THAT LOUVERS IN TOP OR NTETUEOIATE SECTION(WITH OR N CENTER SLOT AND 0 HEX .9/16' NOT IMPACT SED WITHOUT DECORATIVE INSERTS).GLAZING SHALL THROK.BOLT-•1/4-20 WE%.'NUT STINT. SIM TO BE 1/4'POLYCARBONATE MAXIMUM GLAZING 13 G FUG ANGLE THROUGH ANY TWO AIDING HOLES 9W PRESSIRC-TO /I\ DIMENSIONS SHALL BE 11'.1T CUTOUT, 13 OA:COMMERCIAL'A'FRAME DOOt 446.00/-5ZO0 PSF. Y/ FASTENED MM 16 X I•SMS: 3X ALONG THE 16 GA MIN HOIZ TOP BRACKET ATTACHED PATH 20 GA CENTER STILE F � 7'6/79/07 HORIZONTAL AND 2%ALCNG'ME VERTICAL SEE TRACK 5),1/NG 1140/0"SELF Pa 1 DETAIL A.ON SHEET 2 FOR ASSEMBLY DETAILS ADDED IMPACT ANT.CLADNQ 2.NON-IMPACT RESTART GLAZING OPTION- DETAIL A SWEET 2 MCI*MINIMUM SSB GLAZING N MOLDED FRAMES LAG SCREW(MN 4 OR OIAZNG.ADDED MAX cc SCREWED TOGETHER WITH A MPUMIY OF(TO) AS SHDWN) i • 'DNEN"TO 16.1'SCREWS INSTALLED N TOP OR (4)1/4-20.9/16•LARGE ; ADD(2)1/4-14.7/6' SCREWS ( TEs SHEET 1.ADDED �w FLAG INTERMEDIATE SECTION(PATH OR WITHOUT HEAD TRACK BOLTS OR ( ONSIDE of EACH E1DRILLING Dn IhOH 16 CA END STILE \ TO ON NOTE. ',■ DECORATIVE INSERTS)MEETS UNIFORM STATIC 1/4-20 STUDS WITH • ; ; 017 11/10/07 cn WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 LEX NUTS GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 2'NYLON WANDLOAD ROLLER . • 3 MODFED LOWER 10,69'AND A MAXIMUM LENGTH OF 16.94' 1S W YNmV PATH hl/2'STEM TION.ADDED TEXAS CLAZINACK G.S,NOT IMPACT RESISTANT.AND DOES C71 NUMBER TO /Ik NOT MEET THE REOUNEMENTSFOR WIND-BgMETLE BLOCK. \V DEBRIS RECIONS"" 1/4-20.9/16-TRACK T 9/19/06 3.VINYL OR WOOD DOOR STOP NAILED A NUT AT 1EAACH BUS i UPDATED TITLE BLACK MAXIMUM OF,6'O.C.MUST OVERLAP TOP AND JAMB BRACKET LOCATION 1 J IMPACT GLAZING ,BOTH EATS OF PANELS MINIMUM 7/16'TO MEETi 14 CA INTOE BODY-END T 4/16/12 NEGATIVE PRESSURES. HINGE ATTACHED UG 4 1% 144%58' i • UPDATED TITLE BLOCK 4.KEY LOOK.SLIDE LACK.OR OPERATOR SCREW AT EACH TAPPING SONE 10/3/17 REOUNED. JAMB BRACKET 5.LOUVER OPTION-:DMC MINIMUM LOUVERS N NOD MOLDED.FRAMES SCREWED TOGETHER:WITH A 0 MINIMUM OF(10)jW_SCREWS INSTALLED N THE BOTTOM.SECTION.LOUVERS ARE NOT IMPACT RE95TANT AND GO HOT MEET ME 15 GA STDTE/ED I REQUIREMENTS FOR WAND-BORNE.DEBRIS J11HB BRACKETS •18 GA,NARROW BODY RCCIOHS SEE.SCHELDUIE FOR 'INTERMEDIATE HAKE 4 SECTION STEEL.TO HAVE A M1MA11I 2.6 GA CHANTY.LOCATION, ATTACHED WITH(4) IMOXN72 AND TYPE 1/4-14.6/6'SELF • /!! TAPPNO SCREWS • �V 7.THE DESCH OF THE SUPPORTING STRUCTURAL KEY LOCK CH ENUOE ELEMENTS SHALL BE TIE RESPONSIBILITY.OF THE LOCK ONE END(NOT PROFESSIONAL OF RECORD FOR THE BUILDING OR REOUIRED WITH 14 GA BOTTOM BRACKET STRUCTURE AND N ACCCOROANCE rTHCUENT OPERATOR-SEE ATTACHED MFM(2) v♦ BUI DNC CODES FOR THE LOADS LISTED OH MIs NOTE 4). SLIDE LOCK 1/4-1417/6'SELF DRILLING ppUlp, SHOWN FOR CLARITY CRTMPTITE SCREWS AND(1) T 1/4-14.5/8'SELF DRILLING &DOOR JAMB TO BE MINIMUM 21,4 STRUCTURAL TAMPER RESISTANT GRADE"LU!ER, REFER TO.IAMB CONNECTION ) SUPPLEMENT FOR ATTACHMENT TO SUPPORTING NOW* (4)SECTION SOLD • STRUCTURE. DOOR'SHOWN. SEE SHEET 7 2 FOR U-BAR LOCATIONS 9.FOR LOW HEAD ROOM,LIFT CONDITIONS.TOP ON DOORS-NTH OTHER - BRACKET SHALL BE A 13 GA LHR 7/4 TOP .SECTION QUANTITIES AND BRACKET PATH A MINIMUM OF.(3)1/4-14.7/8' ,SEE NOTES 1,AND,2 THIS SELF DRILLING CRIMPTITE SCR EEWW5S N LIEU OC THE 94EET FOR GLAZING BRACKET SHOWN ON THIS DRAWING.U=BAR ON OPTIONS. TOP SECTION SHALL BE INSTALLED ON 70P OF LHR TOP BRACKETS. JAMB BRACKET SCHEDULE SUPERIMPOSED DESIGN PRESSUREooR DHa of LOADS ON SUPPORTING STRUCTURE DOOR 6NO,OF BRACKETS BRAL%ETS MEASURED FROM BOTTOM (EACH JAMB) OF TRACK(ALL O11 MONS t 2') DOOR I DOOR 6-6 4 7 .B-Us 1 JB-US 21-5 4 JB-US"29-3 4 JB-US.39 JB-Us 46 US 57-1 4 JB-US WDM NECHT IIMFDRY VON)EACH JAMB(PIF) 4 7 2 J9-US 1 JB-US 21-31! JB-US 29-3 4 JEf-US .47 JB-US 52-1 JB-US 6.�1 4 JB-lK -0 ALL +164.0-200.0 -8 5 8 2 .B-US 1 JB-US.TIS- 4 JB-US 25-3 4 JB-US JB-US 54-1 4 -U - hl JB-U 9'_p• 1 7.0-2]4.0 _ SEE HD _ - _ _ _ _ _ _ us ♦♦♦`�p•••LjCEIy .�A,'ii (NOB� u5)FOLLOWING DRENsm DENOTES AOTIED.OWB BRACKET ATTAOiED TO TRACK WITH I/h2019/16-TRACK BOLT AND NUT AS SHOWN ABOVE ALL ODOURS GREATER THAN E N HEIGHT REQUIRE USE OF CONTINUOUS WALL ANCAE.SEE SUPPLEMENT WRACK CHART FOR DETAILS. r: 1 *_ ` STATIC PRESSURE RATINGS .APPROVED SIZES SCALE:N.T.S. SIZE: A /ONAL ORJOA EN�'�` ♦ Wayne DESIGN(PSF}. +46.00/-52.00 IMAX WIDTH: 9'-0' DATE NAME 11,111111110 TEST(PSF): #69.00/-78.00 MAX HEIGHT: 14'-0' DRAWN 1 5/17/06 CRT Durr[i KKK,.FC ®Dalton.. IMPACT/CYCLIC RATED YES/NO): YES MAX SECTION IEKILIT:T1' ECKE0 1/22/07 MREI 43n OXNTY WD1D 150 GARAGE DOORS SHEET 1 Of 2 Tx K 7M a�OF OVERHEAD MODELS BOOO/81 OD A G PART NO. REV, 3395 ADDISON DRIVE .evmoNr OONEWS NaPADWDm DaYFM PENSACOA FIMIDA 32514 VANDLOAD SPECIFICATION OPTION V jtrrAl CODE 1104 327013 PS H, 650 474-9990 W/QOAp WKII1UCIlON aTAILi REVISIONS on MODIFIED NOTES TD ATE THAT LOUVERS E NOT IMPACT r 9STANT.ViCAEASED i Itdd[lgd)im6 9TN PR[S9JRE TO /�� X46.00/-07.00 Psr. W 40m sar A Atfil Ewr tINY t0G1AY6t6)SEC110N DOORS VIRH T 6/22/07 �^ (10)Y 20 OA 60 X9 U-DMS ADDED IMPACT 'LOCATED AS SHOWN SISTANT GLAZING. DED DCTAIL A SHEET,2 t tNK CLA2110.ADDED MAX /!( DIMENSION TO �rV S SHEET 1.ADDEDTO FLAG / D 4770) 60 SECTION DOORS WITH A�C71DN"OIL V •D .o •e (!)3 LOCATED AS SIIOYAT T 11/10/07 o •o •0 3 MODIFIED LOUVER TION.ADDED TEXAS DENSE NUMBER TD (6)'SECTION KSIDOORS WITH ♦UPDATED TITLE BL=(6)3`m LOCATED AS� T IMPACT 4/16/t2 /1ACTCLA7M10 KfPOATE0 TITLE EILM 10/3/17 .lei ►rl �.+"• INTERIOR FRAME {7}P70)SOA 60ECTION KSIDowUS-OAR"ATHS LOCATED AS SHOWN /1\ WY V/ SHEETMETAL SCRE l (4)SECTION DOORS MTM (6)Y 70 LO A70 ASUSHM+ FRAME 1 t? +1/4-POLYCARBONATE DETe{{rs Til tz" i ,�x, ••(JY ATTACH U=OARS WIM NO.jj&a •L','�.� (2)1/4- LOCATi0N5.ELF' D11Ll1c cT6ManTE SCREWS AT ALL 57TVP. =. f =�r IS �• CATDA,.•'• �� , 5 �� STATIC PRESSURE RATINGS APPRLNEO'SI2E5 'SCALE:N.T.S. SIZE: A ,,�Sf� ..,.-•. G>,��.` 1W- DESIGN(PSF} +48.00 -52.00 MAX WIDTH; 9-fY DATE NAME IEN,�.` TEST PSF): +89.00/-7&D0 MAX HEICHlk 14'-0' QRAVfN 5/17/06 GRT Dtl1'P1C 1 1011.91.KiDalton.• IMPACT/CYCLIC RAZED YES/NO): YES MAX SECTION HEIGHT:21'CHECKED 1/22/07 MRD 4674 COUNTY NAD WD GARAGE DOORS SHEET 2 OF 2 MOUNT Nam aw MODELS 8000/8100 TX K n7e46It PE 7"45 01N9WT of 0WEF6KA0 GOON, DRAWING PART NO. REV. H70YE'�DIAL v.KrEDT6 Tut rwor�m ONLY ran PEN3395 3 fOLA, DRIVE06 2514 WINDLO 0 SSPECIFICATION OPTION CODE 1104 327013 P5 K,laMG1717N d 1umLA6 OONEI1uCn01 DETAuCM) 6S0 474-9690