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Home My WebLink AboutPRODUCT APPROVALo ri 3s n c F*_yc,�a}Z~sd ", ;'r3y�+ a'Ckrav,i y•�t(�j rkv nlc r BCIS Home ' leg N :Use Regi9rappn NotTpp c Busines� Product Approval Professional ib USEtL•Public User Regulation 22 Submit Surcharge Stats a rsys Puoumoms FHC Stan - eC6 Site MaP tram Search ' pmd w Any nhovai Menu > Pred C or Application Search > AoollGaWn List > Appgeaarn Calm a�+.',h•�;: -"+` "y FL #'1-{ FL6248-R12 Application type munoo apni IS Revision Code Version 2014 Application Status Ike e13NNH7S Approved BUILDING DIVISION REVIEWED FOR COMPI IANfn— DATE,L2,jQ -3n • '- PLANS AND PER>ffll Comments MUST BE KEPT O JOB OR Archived - NO INSPECTION WILL BE MADE Product Manufacturer Wayne -Dalton, a division of Overhead Door corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 Mark_Garon@OverheaddoorcOm ' Authorized Signature Greg Taylor THESE PLANS AND ALL PROPOSED WOM gtaylor@Wayne-DaIb n.com . ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Technical Representative Mark Garon MAY BE NECBSSA'&Y IN OIg0M TO Address/Phone/Email 3395 Addison Dr. Pensacola, FL 32514 COMPLY WITH AL APr LICAME COfDES. (850) 474-9490 Mark_Garon@Overheaddoorcom Quality Assurance Representative 08RUP FASTENERS OR ATTACHMENTS Address/Phone/Emali ARE THE ROPONSIBWTY OF THE Category Exterior Doors CONTRACTOROPRECORD Subcategory Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Compliance Method Professional Engineer - Evaluation 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 Certificate of Independence Referenced Standard and Year (of Standard) Mark A. Sawidd PE-72613 Intertek Testing Services NA Inc. - ETL/Wamodc Hersey 03/06/2020 Jeffrey P. Arneson, P.E. Validation Checklist - Hardcopy Received ANSI/DASMA-108 2002 ANSI/DASMA-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 Summary of Products Method 1 Option D 02/20/2015 03/27/2015 05/12J2015 06/23/2015 Fl. # Model,. Number or Name Demliation 8248.1 80D0/8100 #1101 9' Max width. 1W Max height Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ. No Fr 8248 R12 II 1101 3270±0 P4.pdf Approved for use outside HVHZ Yes FL8248 R12 II Track Supplement Chart P1O.pdf Impact Resistant: No FL8248 R12 H WDJambSuoplementP16 s.adf Design Pressure: +22.90/-26.30 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 FL848 R12 AE 8000 F5C eye]03 15s.i2 Created by Independent Third Party: No 8248.2 8000/8100 #1102 9' Max width. 14' Max height. Glazing available In top or i intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL8248 R12 11 1102 327011 P4.pdf Approved for use outside HVHL- Yes FL8248 R12 II Track Supplement Chart P10 odf Impact Resistant: No FL8248 R12 II WDlambSupplementPl6 s.pdf Design Pressure: +26.901-30.80 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 eva1032315s.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 ace In HVHZ No FL8248 R12 II 1103 327012 P4.12df Approved fOr use outside HVN2: Yes FL8248 R12 11 Track Supplement Chart PIO.ndf Impact Resistant: No FL8248 R12 II W03ambSuoplementPi6 s.odf 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.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 HVHL• No FL8248 R12 H 1104 327013 114miff Approved for use outside HVHZ: Yes FLVA$ R32 If Track Supplement Chart PIO.odf Impact Resistant: Yes FL8248 R12 II WDlambSuoplementP16 s.ndf Design Pressure: +46.00/-52.00 Verified By: Mark A. Sawicki FLORIDA PE 72613 Other: Created by Independent Third Party: No Evaluation Reports FL8248 R32 AE 8000 FBC eval 032315s.odf Created by Independent Third Party: No 8248.5 8000/8100 #1121 16' Max width. 14' Max height. Glazing available in bop or Intermediate section. Limits of Use Installation Instructions T RESMANT WOUND OPGW- WPACT SWART GIAWG SVM MAY BE W4fA4ID TOP W mmu m m &7CIRN (WTH OR mar DECORATIVE WSI GLAZING SHALL 1/C POLNYJmWATE MA=UM mADNO AMMS SHALL E 11' X 174 m1TWL SEMED WTlUw X I' SL6 7X MONO IRE SEE AL NA WJ SHIETT 2 ALONG THE T CAM NNit W WOOD OOM STOP NNLED A N OP 0' O.G MUST DYOOAP TOP ANO O�A,R�P ENE wNmUY 7nr 70 MELT KEY LDW. OLDIE LOON. OR OPERATOR 13 GA HOSE 13 CA FUG AM 10 GA MIN LAOE$SAS i (4��Y MG7G OR 1/4-20 SMS WITH 1/4-20 NE% NUTS IMINIMUM FRAMES S RIOND TOGI IR71 TATH AB IN iWUY Or(�O) SCREWS m9TNlED IN E BOTTOM 3FO1�BN�.•LOOLTHS AM NOT WPACT SSTAMT AND W NOT 1BET ME O1OIE11ETA76 FIIi WND-BRINE OE8Y3 SEMOW STEEL TO HAVE A MINIMUM 20 CA THE DESIGN OF THE SUPPO1TmO STRUCTURAL DOM SHALL BE THE ESIVNSR TTT OF Tiff FW NIO W A NNE RECORD FOR THE MALLWO OR CURRENT W CODES FOR THE IDADS LIM W THIS AWNG. L roE SMMRAL UM 10 JAMB t�WECOpI R MENT FO.R ATTACHMENT TO SXN�mTDNO FOR LOW HEAD ROW LIFT OWITONIA TOP AOOET SMALL BE A 13 GA LHR'7//4 TOP /B� LF DRILLINGIO711E W LEU aF I R � 9N SHALL BEEDDWAUED DRAIRNILON � OF IDOW I LWORM LOAD EACH JAMB (Pln MAR(A UNIX FE M SSTAMIRWfl MI11M PW 1K PPE 1i v xumW c�oUa Srm 1B OA " IM LiA171YffWB 7 EACM JAYS BMWET KEY LOCK POOL SIX SOW � a 2 FOR U-SAR LOCADmB W DC"BS WM OTHER SEDDW COANDES AND SEE NOTES 1 AND 2 INS SBET FW TAADNO WDONS, nRINGS))EY6 iB CA END EmLE—� ROLLER. 14 GA BOTTOM BUCKET ATTAWED WITH (2) //4-107N SELF OPBB(N)O 1 Tm/SB' m �AMO�IOWNO PER 9TAM M) FOLONING DWBASM DENOTES SOTDD JAMB BRACKET ATTACKED TO TRACK WTH 1/4-�/10' iMIX BOLT AM KUT AS OHOWN ABOVE Dpm6 GREATER VAN W IN HEIGHT REOME USE OF CONTINUOUS WALL. ANGLE SEE SLIPPLEMENT TRACK OLART TW DETADS. MODELS 8000/8100 WINDLOAD SPECIFICATION OPTION CODE 11C SO EET 1 OF 2 ANG PART NO. RE1 327013 P, AMONATE WAR A Da PE MAT T X�sl. 91116 200 L[RtRV]]�b w T PE low Ek PI a IRminRo cMreMM S]9C (to) a m"LWA7M AAS a (0) K51 � tag 0onaN 000Rs rnN (°) >S v t uWim�is sx� 0EW (7)3�NT R;j (� 3$ sn CA � eiw9� MODELS 8000/8100 mJ,90N OP 0 xsA nrisu WINDLOAD SPECIFICATION OPTION CODE 11D4 '4 UPDATED TT BW N7 A@ACT MAZMO RT ♦/I6/IR ANC PART NO. I RE% 327013 1 P,