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Home My WebLink AboutPRODUCT APPROVALJ � NM bra RM r uJ�trv�5?ram+ % ".N`a« S�'u'k"F�. s�v�rc£.'.PS��. '�s � - SYb f' .! -• BCIS HamG W91k :List Rea'akun Ho[Topis mk Surcharge S : btsarects Pubilotb,s FBC Shan aQS Ske Map Unla� Search 9�s' FILEBusiness Product Approval ProfesslQr�ai �' USER: PubltUser CO PY FROM ! III F-Mil FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature FL8248-R12 SCANNED Revision 41on BY Approved St. Lucie Countv Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone./Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity quality Assurance Contact Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) STST. LUCI BUILDING DIVISION REVIEWED FOR COMP CE, ED BY — DATE V PLANS AND PEF� IT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MAI Wayne -Dalton, a division of Overhead Door Corporation 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 MarlLGamn@Overheaddo r.com - THESE PL IMS AND ALL PROPOSED W0,9lt Greg Taylor ARE SUBJECT TO ANY 0011RECTIONS gtayior@Wayne-Dalton.corAEOUIf#ED BY FIELD INSKCWMS THAT Mark Garon MAY BE NECES'SAW IN ORDM TO 3395 Addison Dr. COMPLY WITH ALL APPLICMLE CEDES. Pensacola, FL 32514 (850)474-9490 Mark_Garon@Overheaddoorcom CONCEALED FASTENERS OR ATTACHMENTS ARE THERESPONSIBIIITY OF THE CONTRACTOROFRECORD Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida professional Engineer Evaluation Report - Hardcopy Received Mark A. Sawidd PE-72613 Inbertek Testing Services NA Inc. - ETIJWamodc Hersey 03/06/2020 3elfrey P. Amason, P.E. Validation checklist - HaAcoPY Received i7S±F[i ANWDASMA-108 2002 ANWDASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/20/2015 03/27/2015 O5/12/2015 06/23/2015 5ummarv, of Products FL # Model, Number or Name Description 8248A BODO/8100 #1101 W Max width. 14' Max height Glazing available In top or Intennedlate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FI 6248 R12 Il 1101 327010 P4.odf Approved for use outside HVHZ.' Yes FL8248 R12 Ir Track Supplement Chart PSO milt Impact Resistant: No FL 8248 R12 Ir WD]amb5uoplementPl6 s.pdf Design Pressure: +22.90/-26.30 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Glazing is not Impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports EL8248 R12 AE 8000 FBC eval 032315s.odf 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 Fr 8248 P 12 H 1102 327011 P4.pdf Approved for use outside HVHL- Yes Fl O248 R12 11 Track Suoplement Chart P10 odf Impact Resistant No Ft 8248 R12 U WDlambSupplementPl6 s odf Design Pressure: +26.90/-30.80 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other. Glazing is not Impact resistant and does not meet the Created by Independent Third Party: No requirements for wind -tome debris regions. Evaluation Reports FI 8248 R12 AE SOW FBC eval 032315s odf 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 FI S 48 R12 IT :UO3 327012 P4.Ddf Approved for use outside HVHZ: Yes FL8248 R12 H 'flack Supplement Chart PID.Ddf Impact Resistant: No Ft 8248 R12 11 WDlambSupDiementPl6 s.odf Design Pressure: +35.70/-41.00 Verified By: Mark A. Sawidd FLORIDA PE 72613 Other. Glazing Is not impact resistant and does not meet the Created by Independent Third Party: No requirements for wind-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 FBC evai 032315s.Ddf Created by Independent Third Party: No 6248.4 80MIS100 #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 Fi 8248 R12 It 1104 327013 P4 odf Approved for use outside HVHZ: Yes Fr 8248 R12 n Track Supplement Chart P10 odf Impact Resistant: Yes Ft 8248 Ri 2 II WD]ambSunD1emC0tP16 sndf Design Pressure: +46.00/-52.00 , Verified By: Mark A. Sawicki FLORIDA PE 72613 Others Created by Independent Third Party: No Evaluation Reports Fl 8248 R12 AE BODO FBC eval 032315sodf Created by Independent Third Party: No 8249.5 8000/8100 #1121 16' Max width. 14' Max height. Glazing available In top or Intermediate section. Limits of Use I Installation Instructions T gf�OT �� iJ a xaZ ANGLE NITIAUED p�Y7w OR nf= Ti0Ef�1BMg SERRISN GLA"0 SKULL 13 CA FUG ANS E i 1/P PO,YCARIMMAIL MAGMATA (GAZING 1 IENSIO S SHAU. GE 11' N tY CUTOUT, 71 STINED QZOOKTALL 9f ALONG THEIYETTICAL SEE ALONG IKE 1! GA WIN � L TAL A ON INSET a FOR ASSEMOLY ETALS. OAm-"Am" NOR-NPACT RESTART OIAMNO OPTION - LAC SUET' OWN ) Id IODYW So GLADNO IN MOM FRAMES AS RETMD TOGETHER WITH A MDIBOM OF (10) 4 1 4-20aG/1d lMOE N' SOIIWS INSTALLED N TOP OR (14 TtAJa1 a LA OR GGIMITE GERCTTSO�N (wim OR MTHOR 1/4-aO STAB INN 41) ORES E1pNlIY�GN THIS � IFTAVO 1/4-20 HEN NG1S A2N0 SHALL NAVE A MAMN Hmff W 15 GA NNE 1 Da' AA A MAN" LENGOF 1LE4'. AM O NOT BRACT REMANT ME DOSS IT MEET THE PEONEMSNTS FOR WND-BOW1& 1/4-200/10' TRACK mist MOMS BOLT AND 1 4-20 HEX NTL ' MOR GOOD DOOR STOP NAILED A NUT AT E8-0s mm a d D.C. MWT DVCW TW AM M eWACK:Y IOQA 011 MTENDS OF PAMS 11MUM 7/10' TO MEET 1' (N �6O�V4"MOAT FA�dI T KEY LOW. SIRE LDCL (It OTAATOi ,yrye BRAOfET quom LOWER OVTON - .Old M(0MW Lamm N EOED FRAM SCABBED TOGETHER MIN A uld OF (His) WI, SOTTERS; INSTALLED IN110N. LOUVERS ARE NOT NPACT SWART AND DO NOT MEET THE is 0000.T3 1 QAROUOITS FOR NND-BONE DOW E QUA(TY. EGLOCw�TG I s" STEEL TO HAVE A MNNUM 2e � GA 1 IOG6S ON= RPORTNo STRucIURALOCK LOa OI 6UOE E R67'ONSDEIIY aF T0iLOGE aE OmammMOTFD fOR TE BUIlO01G OUOPERATOR - SEE 18iED N �FOR � DOOR " TO E M UARA 2T4 STRUCTURAL AM LUMBER.FOR REFER 7D RATS CONNECTION W s „� � H� PPUSMY TIFIE. FOR ATMCNF717 T) ".AtPP0RTN0 }'L 2 FaR U-BAR LOCATIONS FOR IOW HEM ROIL LIFT CONDITIONS- IM ON DOORS WTH OTHER AORT SHALL BE A 13 CAF UHRR'7//4 UP /p� SFATIO( QUANTITIES Am � ACPo MNMM yl ORN ON INS DRAWM IEU �T E SN ESEE NTE� OIAADDHO Iles MOON SK41L ETCNSTAILEO ON TOP OF R DIN I HEIGHT OIXIR I LOAD EACH JAMS (KO WMAmumR 2N1 S{Ew m m iml�elsmE 2(P R m TTomBIMl N PE 1qa� P"Ywrwnox v v�w(a`c'iR+nlaG�c'�FDmN OCIAl�B 10 CA END 14 CA BOTTOM BRACKET ATTACM MITI (2) 1/4-1417/0' SELF DRILLING WOIPITIE OMM IAV 4-1b6/0' SELF OwIl1NG TAMPER RISSWANT SO1E1 20 GA 07ITER VS) FOIIOWOID ONDtsIOI MOO OOTTEl7 JAI® ERACHET ATTACHED TD TRACK MTH 1/4-7AA/le TIAOI SOLT AND NUT AS SHOPM ABOYE. DOORS WATER THAN e' IN HEIGHT REQUIRE USE OF DCNIINOHUS WALL ANGL GE MIPPIE]ENT TM1E CHART FOR STABS. W=a MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 1104 o asr LOWER D TUR EXAS TITS OLD GLAZING SHEET ) OF Z- AMNG PART NO. RET 327013 P, oLIMS 1 :FB:7711 m MMUNATE ywn w vxoa PE zx, e. an,� xm m aao �a PE w�"em3 oxw a w�m�iao � ��i�s em S�CRON 000Rs nme (B) 0 MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 11D4 TME SLO GLAZING MO PART NO. RE, 327013 P,