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i ; `$i + SCISdiamc` Lou In Vaer Reprstratron Hot Toplca Sutrml Surchaago� stoic n Pacts pikkanons contact Us acts SRaMap Units Search r i$ � `7, Y f Product Approval 1 e USLR:Dubuc Usrtr jr.,,lt-!.,unn,e-7,.;��.�rp.r+ r- :.f. ..f:Mr.-r ,. ... rr ,. APOIt©tlonbofnit 'CL FLO248-Q20 °::`A&jicatlon lype tt�viriari Gt de U"Sion 20?b t '7appltcafiot �eatus Appil�roved Comments Archived. 'Y Product Manufacturer Wayne=Dalton,a division of Overhead Door Corporation ? Address/Phone/Emall 3395 Addison Drive t " Pensacola,FL 32514 dicornish@wayne-dalton.com i Authorized Signature Dwayne Komish + dltornish@wayne-dalton.com Technical Representative Junfeng Qlan t { Address/Phone/Email I 2501 S TX-121 BUS Lewisville,TX 75667 junfeng_gian@overheaddoorcom i Quality Assurance Representative Tony Rebitch Address/Phone/Emait 3395 Addison Dr Pensacola,FL 32514 a f �;ft ice'r � ,�,1•`�ti anthony_yeb[tcli@overheaddoor.com F I •- i Category Exterior Doors ;{ Subcategory Sectional Exterior Door Assemblies r 6 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida t •.,1 Professional Engineer ! Evaluation Report-Hardcopy Received i S Florida Engineer or Architect Name who developed John E.Scates ? the Evaluation,Repoct Florida License PE-S1737 Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity Quality A,,rance Contract Expiration Date 12/31/20Z3 .Validated By, Jeffrey P.Arneson,P.E. Validation Checklist-Hardcopy Received . Certificate of Independence -ik of Irrrl Pno i:.oi C[)'i Cork-t.f t r t, Referenced Standard and Year(of Standard) Sandar d M. ANSI/DASNA 1013 2027 ANSI/DASAIA-115 2017 i r. TAS-201 1994 r TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By i Sections from the Code d i ! Product Approval Method Method 1 Option D Date Submitted 09/29/2020 ! Date Validated 10/12/2020 Date Pending.FBC-Approval 10/23/2020 Date Approved 12/15/2020 4 Summary of Products Go to Page Page 112 f FL�B Cdodel,Plumber or BlameDaocription 8248.1 800018100/8200#1100 9'Max width.14'Max height.Glazing available in top or intermediate section. Limits of Use Installation Instructions r Approved for use in HVHZ:No _j;:;n Approved for use outside HVIIZ,Yes : ��?_?3..� !an a L t-'4,:�:`•'-�n:_;�.4a ls: Impact Resistant:Yes i l_QU_G 2D. HIT C=a k,-UY...____,U:4 a LL2 & Design Pressure:+15.9/-18.2 Verified By:John E.Scates FL PE 51737 t s Other: Created by Independent Third Party:Yes Evaluation Reports E01—I"n-_13-'.-At-_EYa)_.f3 tiPt_ 2u_..t�taL i Created by Independent Third Party:Yes y 118248.2 i 13000/8100/8200 41104, 9'Max width.14'Max height.Glazing available in top or intermediate section. i i Limits of Use Installation Instructions Approved for use.in-HVHZ:No Approved for'uim outside HVHZ,Yes R,_11_7Drr,s Impact.Resistant;Ye's i•I f-1 3.B2 fl)_?X__ti 4ft�iJ!, rn,nt 1PS t�1• ••i'�13 {?I 1-14F Design Piessurd-+46/-52 Verified By:John E.Scates FL PE 51737 other: Created b Y Independent Third Party:Yes P ; ! ]Evaluation Reports E. Created by Independent Third Party:Yes I '8248.3 8000/8300/8200#1105 9'Max width. 14'Max height.Glazing available in top or t intermediate section. Limits of Use Installation Instructions Approved.for use in HVHZ-No Approved for use outside HVHZ:Yes i l�s_`_LM_i? s Impact Resistant:Yes FI,(l.24IQ-r2l:L 11 0.24191: L pvvf f u ' Design Pressure: +31.00/-35.00 Verified By:John E.Scates FL PE 51737 >` 9 j.other.Impact Glazing is available.These Doors are not Created by Independent Third Party:Yes ;'intended for use in the High Velocity Hurricane Zone HVHZ. (Evaluation Reports 1 Created by Independent Third Party:Yes '8248.4 8000/8100/8200#1106 9'Max width. 14'Max height Glazing available in top or intermediate section: Limits of Use Installation Instructions 1 Approved.for use in HVHZ No i Approved for use outside HVHZ:Yes E W—),! B 29_11._Eva I rya' x ; Impact Resistant:No 1=1 �_.22_iz. 1• m Il:'�+ i Via.fit;'>.'? 1'�_EE1:12-1 Design Pressure:+22.9/-26.3 Verified By:John E.Scates 51737 a Other:Glazing Is not impact resistant and does not meet the Created by Independent Third Parity:Yes II�WP ii OE95TART OJd1IK W'TIGt-RM1AC7 I.cx 11CRR A1/t.ZC 15 lYA RGCtpT&UOr:ArAcm TO ..REVitJpR4 MI W,Al(T GLA'.NiG:5YSIFJi 1uY19C n1STA.tW i7RA(7tET W1ii Slla-fO 00LT 11:11 T P1 NOWiIm NOTCS 70 tit To?.QR lulc 1lwm-SECiRW(nut.Q'I M CFJYIFA,STCT AUD:1/C-20.O/16' 'r ' . SYhE tT L VITIMUT CC=AUW tASMT 5L Az0ID.HL MCI DOLTR IM-4 M1T A µ I C.ft % E (07 14PAWOT BE lf4OYCA "I N C7TA TRWp VtT,fCO AGdC YtiYEG Y CRS 4D.N PRESStaYE Tgo BVJE)079t(5 RNLI:BE.1Y lY CUTOUT: 77 CA co4trRryAL'A`�PR,YNC A5.C6APACs »uT:FA57EMf0 VeM F8%t'lids'k 5MCA 411C 10 0A KII,"002 TCP.auw-ET ATTA40"CaM. Mt;bZO;)T+U.al>0 PX.AtII'W")7S TZN71CAl SW TDAC11 (S)1/ 14.7/d•Sqr. -_ aB CA COtTEFY•}RLC... „T 0/29/07 OETAM.'A Ci SIftET'2 MASS My OETAILS. 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I, DOOR 5U01':1, SEE Slir.T o 2 Pai V-0AR LOCAMIS •� - �\ .o S.FOR PAN FYEAII ROOD UFT CdYc0104 Tw? on 0=2 VATNI olm BRAtMEr 9ML OC A 13 CA 11?i 7/1 TOP SECIICJ7 Oi mmi1LS"40 - BRmucr ViTM A datim OF(n tA-Nt7P;.' 04 MICS 1 NO 2 rfiS SUP ofV444 CORPAIE mm w Usti 0 WE Smw fat CLA'bzm - - BRALc1rtr s1i0Yal @I TW5 ORAYtRc,U-am 0.1 Cents, - Top SECSON VALL 0E IMALED tMi TY5'Of Uft TO.'VnAOsET5. WcAUGN(� HE Ul SUPERIh1PMO DESIGN PRMPRE oDav Mo,cF ;`O.&�tls DwLTIEIs aEA D F oDTTc�s ~� !OA1DS ON SUPPOWnNG STRUCTURE KOOIR SECrOUB( ci Jum of TDAac am casimDss a r), "I'," Owl' O-B �" J. MfTTI HEIMAT UMFMW CM0 EALT1 J+it1a( i -Q§§.4i1 a 51-SY•I M-bm -- Au r1 i,o-a' 1�V`P' LICE!!SF•`.Qiy�� (wus)FaL1A+•VIG OIU'c sot emol S SLOTTED JAI40 01TACME1 ATTAMM TO TRACit wnl 1f/-2010/16-TRALIT SOLT AtiO nur As luomg MQT. Q: lSY _`. 3Y':• (s10.7)G+IS �•:. ALL ODORS LOEATEft TU1i IV M NDa11 REOILRti USE OF L'alTcAlaus WALL A!/GL£SEE 901'i'It1iEA1T T1Y X 01AJT[gY0 DLSAIS. ,t,': �LTfO •4J U l`, �tyGl.04 sTAna PREssuaE RATIRGS APPI(OUio sTZEs sGALE N.rs. size: A Walt no JAPJ 7JJI)ll LliT I}E�.'^I{P5E1t •i4R.00-52.00 NW(1Y,p1}{; 9'-p", DATE t AW - o� (r}� TL•ST PSF. i0D.00-7&06 LAX M047, 14-0', 1106M 5/IvAce `GMAT.. Ovailq t•2UeSk.AC 00alton . IU AE.T/LyCUC RATED YES NO YES 1JAY SEC118FI.yiEt%a-$(•ty(EC((L0 i122107 iJ((g`. awlc l t1weaa+rJ 3ifi0 1 OF' 2 RewrA IMs GARAGE DOORS a FPt°�i'rnw .a rruw tYT wwppDrug aaaR MODELS 8000/8 T QO aT*is M0WSF77-A' N - DRAt+Vts PART Na RF.V. w" iw or° e mtisnc"i�°�c,c""rr'tas" 't r 51+ V14id0(()AQ.SPEClf1CATi0Ii1-•OPOra CODE:1.10h. 327013 P$ ,t I REVISIONS U001f1E0 NDTO TO ATE THAT LOUVERS ARE NOT IMPACT RESISTANT.WHtEASED // /LOfAAA7S' DESM PRESSURE)D +46,00/-5200 PSF. I rtN�FRT��Fh�vrne�mvatiFx:,v><•trx.�p(pg $a)S apu Dams VON T 6129/07 (10)3 20 CA 00 OM AS-OARS ADDED IMPACT LOCAT... RESISTANT GLA7WNG, ADDED DOML A SHEET 2 FOR GLAZ WG.AO0E0 NAZI GLAZING OWESJSGM TO I ) OYES SHEET 1.ADOED SFARON Goon V41H mACit m FLAG (S)3(7'2)) GA OO KSI U-BAIIS1 IIEECOON NO'WE. LOCATED AS SHOVN CRT 77/10/07 P3 MODIFIED LOUVER OP0014'AOCED TEXAS LICENSE NUMBER TO TITLE BLOCK. GAT 9/I9/00 (6)SECTION DOORS Va H PA UPDAT90 TITLE HALL( (0)jr 20 CA BD MSI U-OARS AN➢IMPACT C1AONO LOCATED AS SHOWN CRT A/16/12 ( PS UPDAWO,ITU BIACR c 10/3/19 ��' ••� 10)SECT"ODORS VAIN '. INTERIOR FRAME (7)3 0 cA 00 xS➢-OARS T� LOCA7E0 AS SIOVM / • SHEtl11ETA1 5aWEt4 t � •,� St)SEC1f0»DDORB PATN (5)3 2O CA!a KSI U�OAi}s LOCAIFA AS 61WVN - \ _/_H/C POLYCAROONAlt OFTAR_A D ..tillli ,.��vpoz E J Ko ��I,ICfM,g Q. �J- ATTACH U-BARS WAIN .:>}' IYa"• :y ( 1/c T4wCR{IIP�TIIE SCREWS ` AT ALL S U LOCATIONS,TYP. !; STATIC PRESSURE flATiNCS APPROVED SRES ]SCALE:N.T.S. SIZoltIOA P. °� DESIcN(PSF): }40 Q1--: Oo ImAx WIDTH: 9-O" DATE I NAME s'/J A C E G A` �r—i■p��d��1 �1L�/tap� A�y c�TED©tl'ES/fi0.YEs MAX SECTION NEIM*21*OOHECKETJ 1/12/07 � MRc IMAX MUCH Gnnmi A TGN+sf.PE �L�1 J6i1'ILI�Jq Dr 7570WVAtt MM fw GARAGE DOORS Nov9TlAwf:a�D MODELS SOOO f8100 SHEET 2 RL PE Trott' ON610N OF O�T10�EA0 aqm DRAWANC PANT NO. .REV. TA PE 177PY0 J395 ADOiSON➢RA6 PAorESDaluL aolrtm`s� PRmmm nATFai PENSAC"`FI10 m 3251� :.-A NDLOAD.-SPECIFICATION OPT10N CODE 1104- 327013 PS LO16�L'A01N DF NXOWA➢CLRS➢WLI1o11 0E1A0.S (SSO 4-0090 f 0 7 D _ 3 4 3 2 1 eNmEs(urot>s oDERIauE sP�aFTm) I. RATED DESIGN LOAD+40-52 PSF. . 2. SECTION HEIGHTS MAY VARY TO CREATE VAOONS DOOR HEIGNS 2OZ YAXIMM SWRON NOWT. S FOAMSTOP OR JAMB SEAL ON ALL JALBS REOUtl1ED 70 MEET NEGATIVE DEOW PRESSURES NAILED B'O.G. 4. TESTED N ACCORDANCE CART:DADE CWNYY PROTOCOLS TAS 201-94.T/14.202-A h TAS 203-D4. 5. DOW.S1W MUST BP 125.000 P51 MIN.VIED STRENOM NMMSIOP/"MID WAL UN 7Ar ROCK BMW MY r�NM OOTIOL F B. JAMB LOAD CAW1LATlONS''. F Li (1/2 DOOR WDTH)(1 FT OF HOCii)(OE9(xY,PRESSITtb (4507)(T FOO1)(4&W ANo se.OoMaaDez/-2sA.4B4)ID. x s'�s 7. JAMB VASTENErSR RFAUWEMFP>>5: mRNe aamz awna A • =sa�aecorn oom uVe- . Fr(1/2 DOOR WDTHXI FT OF fEIQHYXI)ESION PRESSURE) ArD(4)9-150/Nr SC OIS AID(4 BAmwAr Fi?237.484 EBS. & DOOR PAN MAwwL SHALL BE o--m GA omriEDD PER ASTM A-S25,09 BE GALVANUED AND PAINTED WCII D-W PRIER AND PA"70 BE EMMALERT TO D-90 MIN. D. FOR ANCHOWC INTO W°OO.ISE ONE SAS'TAG SCREW PER JAMB ERAQ<ET Will 1-1/2'EMBEDMENT INTO SWT1f N PRE(GIOSO OR 60IE7L SEC°OR A-A TO.APPROVED MLIL7ED AND NO14-INSIu7ED:WOO(25GA).8100(250A).BRED(25GA).0.02W M!1 mm- SCALE 1_12 11.IIE D SLOT W ANGLE AND 3/JY.X 1'LONG ON 12'CENTERS.'F WELDING MDIOII"OPTION IS CHOSEN.' 12 LIFT UP MEOUNSM-MANUAL.ONAN RIFT.W OPMTGR S NOT PART OF THIS APPROVAL 13.STANDARD.LIFE NW71 LET,VERTICAL IDT,AND LOW WAORCON TRACT IS AVARAME.FOR LOW HEADROOM LIFT COIDITIONS TOP BRACKET MAIL all 13 CA IM 7/4'RP BRACKET'Y6AI A'tlN 1>F(3)1/4 7.14%7/d SELF DMULNG CFWI E SCREWS N UEU OF THE BUCKET MGM ON DRAYDJG.,U--BER ON TOP SECTION SHALL SE INSTALLED OJ TOP E OF LNR-TOP WAC0'_i5L :' r 2 14.ATTACH STRUIS VM(2)1/4-14A7/B'.$E F DMUNG MWITTE SCR EVS AT ALL SIRE LOCATIONS TIP.LOCATED WTHIM 5'.+/-3'FROM TOP OF SWrLDN. IS.MY LRCM.SLIDE LRCM.OR ORAMAR OPERATOR REWffm.1G.DPACT RmwANT uAmo OPTION-IMPACT RESISMNT OA2N°STOW MAY eE INSTALLED womEOLATE SEC71W OR TOP SfiCnOL OAIING SHALL BE t/4•PoLyuRBONATE.13-3/4'XWET 20-1/e MAIONUM SHE,PMENm mm/E X I'S16S 3X MN ALONG THE ECA82W7AL AND 2X MN ALONG 7 E WRWAL.SEE DEWL F-F ON BEET 2 FUR ASSEMBLY DETAILS ..17.THE BFSW OF THE S1IPPORRNG STRUCTURAL ELOM11S SHALL BE THE RESPO SEWTY OP THE PROPESMONAL OF RECORD FOR THE MXWNG W SODIC URE AND IN SECTION D-D OVAL B ACCORDANCE WITH CURRENT BLU DING'CODES FOR AIE LOADS LISTED ON THIS ORAWM SCALE 1:4 SCALE 1:4 BEAM am=SIA =LFT !>LML 1DM IEliORDNAI UZARM E AYA W( VIA=DZALR D1 MM 3) D G. 5 en 1� sTRl D LmsRDImMAB� t1nV-.afXAtIaRI D ItR17YcfAL RneR T'W 287s S 6?5 fmMLE 17.125 14.125 ARCS 1p" -- 1S MATT me V IS'MAN((TOP 3 sm°r.37QBW 12 YAX _ tY n D _ SECM C-4 PNF DFLOI D PGLV3IYBDE(� 12'MAX Tz• M PAMD IV' AX (OUZ:ImrOwv tY JAIL BBAORT PLACOMITam ONR'*� L>m LGN= 72- ��� CDR ° ��`Q�;?��A�Na�•�t� ,///: RXUu mAeR r oolt��otnR3 T2' e loss i NO.51737 ; NAB aRAaaer 1 D' E � 1 L j a t4 STATE OF <a-` BT1'MAX MDm UNLESS OTFERNSE SPECIFIED .. APPROVALS DATE /j,0, OR%�p%wp�� ARD 19IC PRDMCAW IN DO1SPER ASUE T&A TOLS �.t.i IN CHECKED IL I' 2-J6- MINI. �WIA.F'(.oIRA . '///� NA \�` JOHN E SGTES PE ALL DIMS ARE 1N ANgI M e f.6 IT—W&D. - - 'E000/O,iW/0200.NT'D'MAX MIP'RL a A / !O {. \ *.03 APPROVED 111.�f 11 25U0=0 ARYMIR BLVD#124-54 _ . LEYJ9q M YX 750S0 A DIVISION CF OVE70READ 00 NOT SCALE HOLES.- ANISH FL PE 517M TX PE 5MMA2203 DOOR CORP; das OR=MIN STTBOL' <0=1—H.OW/-.003 'VIRMLOAD Six&CAIHIN. - STD: RO NO. "REv Digitally signed by.John E Scates,P.E. 37D5 AWSOM WJW ARE CRITICAL TO QUALITY CEMP9T' �gh0 `L DOB/.003 OP.MN LODE 1104 D D-3VO13 Date:2020.10.08..b24.t12-0S'00' PROFF590NA1 EACNEER S SEAL PRONDm ONLY FOR PENSACOA FLDq DA 32514 ApE,G&WRmr MW A TMm" >LL -BOB-MODS VFREICAAON ON YNOLDAD Co115110ACIW DErmsS. am M-PROS NSPECILOM S01('mARDS ALL GEOETRY GOVERNED BY 3D CAD 0117ABASi3 -. :.:.'.ICJtLE 1:72 UOI�EA SHEET 1 OP 4 2 1 NOTES`;,,(UNLESS 01WMMSE SPECIFIED) EDGE DISTANCE :. 2.75'EDGE DISTANCE .. ...... ..................�.. ................ ... a//pg'��x r LAO BDRnt TAm,-t/r . WASxfA,YAx OF 24.0.Q.YIN '.............. .... '.2-0/47 EDGE OMAN ...................... ............�......... ...................... ... .. .. r..................... r .: :. ,. ...................... 3/e•OVL ti1P".nN_ 1HEN Im NTO WN 25W POF S .. 2 X 6 SP(Qn3.j ..................... .. YN �/�' ETIBLP FAsrF13�YW Of,d�aL.�/i .:EMd Pu']ANLE .. 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AL•WNL ANCAE LlAY t£ �:NGLE ANCROR HLTC NUT D/16• "ATTACHED TO Siff N2 SM Vol ANGIiO, � .1'OML WAs 1Qi.'.:' ��((Lf�E�000i EILVAl1O1 ON SHEET 71 80.T AND / A MIN.(1 1/4-14%1'SELF DIdURW - F'b11 xOLE LOCATIW') W GA JAMB BRACKET 1/4-m VEX RUT- SORER 15E 1•as,7,t9iER N LEU ,-n[1,rASMEN FAN HOE LOGT,QIn ON 9GEF, .. OF%aW% EEE DO6p'FTtYA1Ig1 '" . ON!BEET,r(aR.txAE IDCATtn`L4) D MOUNTING TO WOOD JAMB MCUNHNG TO STEEL JAMB MOUNHN•70 OOPa "ON JTETF' DETAIL. DETAIL MOUNTING TO GROUT FILED MASONRY DETAIL e . BLOCK DETAIL ... . .SECTION E-E 74CA ODNW FDaURE SCALE 1 4 ... ... --_- ATfAWM TO SCORCH ___ YI 4 1 L4-it X 71/pp'1FLF {+4M MX SUMS =13 1OP[dDE BODY CA99 - ((10���X1• -- - SFEETi&TAl ffiEW riIOR CPLANbe 3/4T:13]/6• /1 CA TOP FO(NAE CW16>70A1. i3OA RNIFTF SIDE ATTACHED 10 TOP A-R BRACKET FDDOE vm 1/HB BOLT MO No OF mmm L1 AI14 x 7 x1T11 iL SLOT AFO 1 4-2Ax 9/16.TAAa SMY ANDf6)1/4-14 x]/8'POTCAI✓RwATE 1/4- � ALGIE61 NOTES" SF1F ON41910LFAPIIiEGABS DITE O.5' FRAME ! 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PENSACOIA,FLORIDA 32514 FEATURES&MUST MEET APPLICABLE >0.500 W.008-.003 VERIFICATION OF NINOOAD CONSTRUCTION DETAILS, (850)-474-9850 IN-PROCESS INSPECTION STANDARDS. ALL GEOMETRY GOVERNED BY 3D-CAD DATABASE: SCALE 1:12 UON=EA SHEET 2 OF 4 ING F.m.0410-(FORM REV A) 7 e S 4 3 2 1 . 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RGV 3395 ADDISON DRIVE ARE CRITICAL TO QUALITY DESIGN 0.251-0.500=+.0p6/-.003 OP110N CODE 1104 p D-327013 PROFESSION&ENGINEER'S 1EAL PROVIDED ONLY FOR PENSACOLA.FLORIDA 32514 FEATURES&MUST MEET APPLICABLE >0.500 a+•008-.003 VERIFICATION OF MOLOAD CONSTRUCTION DETAILS. (850)-474-9690 IN-PROCESS INSPECTION STANDARDS. ALL GECMETRY GOVERNED BY 30 CAD DATABASE: SCALE 1:12 1 UOM=EA SHEET 3 OF 4 °Uc F.20.M15-Ga+4 REV A) 7 ° 5 t 4 3 2 , NOIM(UNLESS OTHER,7ISE iPECji"fED) . 1. 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