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Home My WebLink AboutPRODUCT APPROVALMa MM li. c •�g OS 9 +�yfy+ �tr E�,'3,, f te�1 - vf S ^ v»epr'p k�'i1 „�gti �}daif'i",m n sir °# ax"�;�w.'ra_�=,,•„,`r�''�w � 11CISHwne i Login User Registration Hat Topics Submn Surtharge t Statsa.Facts PubilmiblS 1 FBC Staff ? BCIS Site Map Unus' Seamh =fa?:�aDe�artmEnt : Businesyyf�l SCANNED �rofessibalOUSER.ProduatApproval BY Publk User St. Lucie Countv Regulation Pmtud Approval Menu > Product pr Applkatbn Search > Aaaliratlpn List > Application Detall I /� FL # Application Type Code Version FL8248-R12 Revision 2014 Application Status Approved AComme rchived FILL OPY ST, LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPLIANQE REVIEWED BY DATE MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Emall 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 MarltGaron@Overheaddoor.com THESE PLANS AND ALL PROPOSED WOW Authorized Signature Greg Taylor ARE gUl�JECT TO ANY CORRECTIONSgtaylor@ Wayne-Dalton.com 148QUIRED BY FIELD INSPECTORS THAT Technical Representative Mark Garon MAY BE NE�'iOS Ai:'Y IN OADM TO Address/Phone/Email 3395 Addison Dr. p � t1u%4*laYMTHALL APPLICAME CODES. Pensacola, FL 32514 (850)474-9490 Mark-Garon@Overheaddoor.com ONCEALED FASTENERS OR ATTACHMEM Quality Assurance Representative ep�1/tti� qv TU ARE THE RESPONSIBU OF THE Address/Phone/Emali I 1 CONTRACTOR OF RECORD Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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. - ETI/Wamocic Hersey Quality Assurance Contract Expiration Date, 03/06/2020 Validated By Jeffrey P. Arneson, P.E. v Validation Checklist - Hardcopy Received Certificate of Independence FL8248 R12 CAI COI Cert of Ind Scates 2014 Fl 8248 R12 COI Mark Sawicki Ind certDdf FI8248 R12 COI Validator Cert of Ind Wavne I Referenced Standard and Year (of Standard) Standard YME ANSI/DASMA-108 2002 ANSI/DASMA-115 2005 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Scanaards 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 05/12/2015 06/23/2015 Summary of Products FL # Model, Number or Name Description 8248.1 8000/810D #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 R12 II 1101 327010 P4.odf Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Resistant: No FL8248 R12 II WD]ambSupplementP16 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 FLB248 R12 AE SOW M eval 032315s.ndt Created by Independent Third Party: No 8248.2 8000/8100 #1102 9' Max width. 14' Max height. Glazing available in Lop or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8248 R12 II 1102 327011 P4.odf Approved for use outside HVHZ: Yes FL8248 R12 II Track Supplement Chart PSO.pdf Impact Resistant: No FL8248 R12 II WD]ambSupplementP16 s.Rdf 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-borne debris regions. Evaluation Reports FL8248 R12 AE 8000 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 FL8248 R12 11 1103 32: P4.pdf Approved for use outside HVHZ: Yes FL8248 R12 H Track Supplement Chart P10.pdf Impact Resistant: No FL8248 R12 II WO]ambSuoolementP16 s.ndf Design Pressure: +35.70/41.00 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 FL8248 R12 AE 8000 FBC eval 032315s.odf Created by Independent Third Party: No 8£ .4 SOOOj8100 #`1104i�.'"'='"-* 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 R12 H 1104 327013 P4.odf Approved for use outside " _ Zr%Yes FL8248 R12 II Track Supplement Chart P10.odf Impact Reslsta&:'Yes--� FL8248 R12 II WD]ambSgppiementPI6 s.odf Design Pressure�+,96Y00%-S2iU0."��, Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: •"�"' Created by Independent Third Party: No Evaluation Reports FL8248 R12 AE 8000 FBC eval 03 315 .odf Created by Independent Third Party: No 8248.5 8000/8100 #1121 16' Max width. 14' Max height. Glazing available In top or interrnedlate section. Limits of Use Installation Instructions WPAGT Nessri T C A21NO OPTIW- IMPACT SBGL AZING AZING SYSTEM MAY BE R AL1ETl TOP OR INTERMEDIATE SECTION (WITH OR MOT DECORATIVE NSERIS). GLAZING STALL 1/4F POLVCAIBDNA7E MAMMUM MA72 C MMONS SAL BE 11' N 17' CUTOUT, sTEKEG RZONTAL 2% ALONG THEVERTICAL SEE TAL A ON SHEET 2 FOR ASSEMBLY DETAIL£ VINYL OR NOW DOGS SRO' NAILED A JDMOM LIP e' D.C. MOST OVERLAP TOP AND RH ENDS OF PANES MNBNM 7/10' TO MEET DATIVE PRES9IRES, KEY LOOP. SLIDE LOGIC OR OPERATOR a2R ED. LADED FRAMES SCREWEDwimu ) MTOGETHER WITH H A IN iIYW OF (10) •i' SCREWS INSTNIED N E BOTTOM SOL LOUVERS ARE NOT IMPACT SSTANT AND 00 NOT MEET 114E CUIPMENTS FOR OND-BORNE DORRIS GK1NS SEC. N SFEEL TO HAVE A MINIMUM 26 GA IOOESS THE DmON OF THE SUPPORTING STRUCTURAL PALMS SMALL BE THE RESPONSIBILITY OF 1NE CFESMAL OF RECORD FOR THE BUILDING OR TINCTURE AND IN ACCORDANCE WITH CURRENT ILDI NG CODE FOR 714E LOADS LISTED ON THIS AWNG DOOR JAMB TO BE MINIMUM 2N4 STRUCTURAL AGE LUMBER. REFER TO JAMB CONNECTION PPIBMETNT FOR ATTACHMENT TO SUPPORDNG FOR LOW READ ROOM LIFT CONDITIONS, TOP ACKET SHALL BE A 13 CIA LHRR 7/4 TO' LFPoCH/I4AEUWNO RIPTITESCIRINUEUOF 7H ON SHALL BE INSTALLm ON TOP OF R TOP BRAG EM XR I FDOOR I UMCR FM LOAD EACH JAMB (M OTH IdAw x SAWFM PE 2W S STATE M 121. SURE K07 LA'WB�YIlIPE U M11E TK PE 101201 �19EIO1nON ww' WN�DLIS� AD mIPTTUCIIDN YEA3i. 13 CA NOUZ ANGLE 13 CA FLAG ANGLE 16 CA MIN NO= TRACK e/fetl-B/e' LAC SCREW (MN 4 AS SHOWN) /4-20AB/16' LARGE WM TRACK BOLTS OR 1/4-20 STUDS WITH 1/4-20 HEX NUTB 15 CA MIN VERT /4-200/16' TRACK LT AND 1/4-20 HEX VUT AT EAOI .B-US I LMGNET LOOCC`ATION SnLAG SCR W gAT EACH JAMB BRACKET KEY LOCK ON LOOK ONE ENO DDOO SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS aN DOORS WITH 01HER SECTION WANUTEs AND SEE NOTES I AND 2 THIS SHEET FUR GAZING CPTIONS. OF T NYLON WiNOLOAD RUM WITH 4-1/2'.SIEM� 14 GA BOTTOM BRAODLT ATTACHED WITH (2) 1/4-10E/6' SERF DRILLING IRDIDRTE SCRUB ASD (1 1/A-14r6/S SELF OAG TAMPER RESISTANT to CA END SV E1 2D GA ENTER T. GdSiOi�Ff�!QtLFS'F7.E1�7dC��.�9alC:.'�'F]][H.Il�FiI[:Ill�3F77�L5[1T�- F�'�oOEilf'TO4Q��17®QiQ?�1�7L)iF.�+[9iL.3'➢T�re[ FGi6O0FIB'LL'Li�il'�P�'1�SLi/L1GLC.iR�7t:II`1L�Ca!}Y. � '��"�7F�Q[ �' rP; IC_.YFJTL:9LYC�!Li1tL31LtiC Si�N rc•'r �=� �:� EF-G�y!e:a"A rile:�sL�a�=t�Re+cFcsE6:��Irt�a�n[c=�t.se�!varr3EeyvIL�Fe+exa��-n US) F'OL.WNG DOEENSION DEN070 SDTIED JAI® BRACKET ATTACHED To TRACK WITH 1/4-204/10' TRACK BOLT AND NUT AS SHOWN ABOVE DOORS CRATER THAN W IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGEL SEE SUPPLEMENT TRACK CHART FOR DETAILS. WINDLOAD SPECIFICATION OPTION PSF. THE HLO CLA7MG EET 1 OF 2 AND PART NO. RE, 327013 PA I �121� I I I EFR7:1 :FR]71 AME SCREW ARBOMTE f rT NARK A SAMCq. PE 2!M e. STATE MM' IEMIEw1r T9O!7 R PE M13 m 1% PE 1OSt81 I'MmODL ®TS ENGINSEAL PRONDED MY FlM v TIC, OP WIWAO CONSIRUC11ON DETAL% i B) SECTON DOORS MATH (f 0) >S 20 GA SO KSI LOCATED AS SNP s7) SEC71ON DOORS V M LOCATED (S) 3 20 o RS CADiS SHOWY O) BECKON DOORS MTTN 1 (� LODATM AS SROM (6) SECTION DOORS WN (n S` 20 LOA A� SH W ((♦) SEcnOR DOtlLS MM (S) Y 20 OGAA 6TOM� SFW�NTI i MODECS'8000/8100 WINDLOAD SPECIFICATION OPTION PSE, UPDATED MIS BID I IMPACT CLA2ING 4/IS/12 i F ONG PART NO. I RET 327013 P,