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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSFILE COP BCIS Home + Log In I User Registration Hot Topics Submit Surcharge. Stats & Facts Fiorid� Product Approval USER: Public User , Product Approval Menu > Product or Application Search > 6pplicdtiun Lis: > Application Detail c"�,^''�•'iN FL # FL11494-R7 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method �3.' �`Yi��'• �EkL-+'+z. 'fit"'—`.a��'>a-b'3.4 ,H' e. Publications Contact Us BCIS Site Map Links Search Overhead Door Corporation 2501 S. State Hwy. 121, Suite 200 Lewisville, TX 75067 (330) 763-8121 dwayne_kornish@overheaddoor.com Dwayne Kornish dwayne—kornish@overheaddoor.com Junfeng Qian 2501 S TX-121 BU Lewisville, TX 75067 (512)658-4553 Junfeng_Qian@overheaddoor.com Carol Currehce One Door Drive RO. Box 67 Mt. Hope, OH 44660 (330) 763-8091 ccurrenc@wayne-dalton.com I Exterior Doors Sectional Exterior Door Assemblies I zwl 0 -7 �/'6��-5 �z U U0 0 Ll- LIJ 07= W ® U W � W O V O J Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received i Florida Engineer or Architect Name who developed the John Stated Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2025, Validated By Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL11494 R7 COI Cert of Ind Scates 2020 OHD s.pdf FL11494 0 COI COI APEX Validator Cert of Ind.pdf Referenced Standard and Year (of Standard) Standard ANSI/DASMA 108 Equivalence of Product Standards. Certified By Year 2012 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/30/2020 Date Validated 10/08/2020 Date Pending FBC Approval 10/23/2020 Date Approved 12/15/2020 Summary of Products j FL # Model, Number or Name 11494.1 j Residential Sectional Garage Door / Commercial Sectional Door 'Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design I?ressure: N/A Other: Drawing 410725, 12'0" Max Wide. Reference Construction Drawing for Design Pressures Description OHD 390/470/1600 Series Installation Instructions FL11494 R7 II 410725-rD s.pdf `FL11494 R7 II 3ambConnectionSupplement-OHD-411526- P01 sFL.pdf ! :FL11494 R7 II TrackSuppl-OHD-411059-rC sFL.pdf Verified By: John Scates 51737 j :Created by Independent Third Party: Yes Evaluation Reports I FL11494 R7 AE Eval Rept Model 392 s.pdf 'Created by Independent Third Party: Yes 11494.2 Residential Sectional Garage Door/ OHD 390/470/1600 Series i i Commercial Sectional Door j Limits of Use I Installation Instructions Approved for use in HVHZ: No FL11494 R7 II 410726-rD s.pdf Approved for use outside HVHZ: Yes FL11494 R7 II Jam bConnectionSupplement-OHD-411526- I Impact Resistant: No j P01 sFL.pdf j ;FL11494 Design Pressure: N/A R7 II TrackSuppl-OHD-411059-rC sFLp i Other: Drawing 410726, 10'0" Max Wide. Reference j I'Verified By: John Scates 51737 ' Construction Drawing for Design Pressures I !Created by Independent Third Party: Yes Evaluation Reports FL11494 R7 AE Eva! Rept Model 392 s:pdf ;Created by Independent Third Party: Yes f 11494.3 Residential Sectional Garage Door / j OHD 390/470/1600 Series ' Commercial Sectional Door Limits of Use Installation Instructions Approved for use in HVHZ: No j 1FL11494 R7 II 410728-rD s.pdf I Approved for use outside HVHZ: Yes I FL11494 R7 II JambConnectionSupplement-OHD-411526- i Impact Resistant: No P01 sFL.pdf j Design Pressure: N/A !FL11494 R7 II TrackSuppl-OHD-411059-rC sFL.pdf Other: Drawing 410728, 12'0" Max Wide. Reference Construction Drawing for Design Pressures Verified By: John Scates 51137 j 'Created by Independent Third Party: Yes Evaluation Reports j I FL11494 R7 AE Eval Reot Model 392 s.p Iff ' ;Created by Independent Third Party: Yes I j 11494.4 Residential Sectional Garage Door / HD 390/470/1600 Series Commercial Sectional Door ! j j Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Drawing 410729, 16'0" Max Wide. Reference i Construction Drawing for Design Pressures i 11494.5 1 Residential Sectional Garage Door/ Commercial Sectional Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL11494 R7 II 410729-rD s.pdf Verified By: John Scates 51737 Created by Independent Third Party: Yes Evaluation Reports FL11494 R7 AE Eval Rept Model 392 Created by Independent Third Party: Yes I OHD 390/470/1600 Series i Installation Instructions i�FL11494 R7 II 410735-rD s.pdf j i 1FL11494 R7 II JambConnectionSupplement-OHD-411526- P01 sFL.pdf j FL11494 R7 II TreckSuppl-OHD-411059-rC sFL.pdf I'Verified By: John Scates 51737 i Other: Drawing 410735, 18'0" Max Wide. Reference Construction Drawing for Design Pressures jCreated by Independent Third Party: Yes Evaluation Reports iFL11494 R7 AE Eval Rept Model 392 s.pdf Created by Independent Third Party: Yes £ I 11494.6 Residential Sectional Garage Door/ OHD 390/470/1600 Series Commercial. Sectional Door j Limits of Use Installation Instructions Approved for use in HVHZ: No FL11494 R7 II 410723-rD s.pdf iFL11494 R7 II JambConnectionSulement-OHD-411526- _PP Approved for use outside HVHZ: Yes Impact Resistant: No POI sl`L.pdf Design Pressure: N/A 'FL11494 R7 II TrackSuppl-OHD-411059-rC sFL.pdf '; Other: Drawing 410723, 9'0" Max Wide. Reference Verified By: John Scates 51737 Construction Drawing for Design Pressures Created by Independent Third Party: Yes Evaluation Reports FL11494 R7 AE Eval Rep t Model 392 s.pdf s ' Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 r 6 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of FloIrida.:: Privacy S[a[emen[ :: Accessibility Statement :: Refund Statement i I I Under Florida law, email addresses are public records. if you do not wan[ your e-mail address released in response to apublic-records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.SI must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Safe p NOTRO 1. DESIGNED AND TESTED IN ACCORDANCE WITH THE WIND LOAD PROVISIONS OF THE FLORIDA BUILDING CODE, INTERNATIONAL BUILDING CODE. AND INTERNATIONAL RESIDENTIAL CODE NOT TESTED FOR IMPACTRESISTANCE. PROFESSIONAL ENGINEER'S SELL PROVIDED ONLY FOR VERIFICATION OF WIND LOAD CONSTRUCTION DETAILS. 2. FOUR SECTION, 7' TAIL DOOR SHOWN. TALLER DOORS WILL HAVE ADDITIONAL SECTIONS. 3. SECTION HEIGHTS OF 20Q7. 19.00, AND 16,75 ARE AVAILABLE, AND MAY BE USED IN COMBINATION TO ACHIEVE VARIOUS DOOR HEIGHTS. MAXIMUM DOOR HEOFR IS I W. FOR ADDITIONAL SECTIONS, THE STRUTTING SHALL BE CONSLSTANT WITH THE TOP INTERMEDIATE SECTION.. 4. EMBOSSMENT PATTERNS OF 14.50 X 20.375. 15.3 X 43.373. 12.5 X 20275. AND 12.5 X 43.375 MAY BE USED. DOOR WITHOUT EMBOSSMENTS ALSO AVAILABLE. EXTERIOR PAN THICKNESS IS 2S GA (.018-) FOR THE 470. EMBOSSMENT TO BE HORIZONTAL PINSTRIPES. 5. TORSION SPRINGS SHOWN. EKIEN510N SPRINGS COUNTERBALANCE ALSO AVAILABLE. ET 6. USE THUS BRACKET. -REF. P/N 40S964-0002. ON 8' HIGH DOORS ONLY. 7. WINDOWS OR VENTS MAY ONLY BE PUT IN 21' SECTIONS. WINDOW SIZE MAY BE STANDARD EMBOSSMENT SIZE WITH THICKNESS OF 1/2' INSULATED, 1/8', 1/4. 8. ATTACH STRUTS WITH 7W0 SCREWS AT THE END STILES AND IN PARS ALONG THE STRUT AT 12' CENIIRS. STRUT LOCATION MAY VARY +/-2'IN. AT THE FOLLOWING LOCATIONS: TOP SECTION: DIRECTLY ABOVE TOP FIXTURES INTERMEDIATE SECTION: BELOW END HINGE BOTTOM SECTION: BELOW END HINGE AND ABOVE BOTTOM nXTURE (2 STRUTS) 9. USE 5/16 X 1-5/6' LAC SCREW TO ATTACH JAMS BRACKET TO JWB. JAMB DETAIL TO BE IN ACCORD CE WITHDRAWING 409783. JAMB BRACKETS MAY NOT BE INSTALLED DIRECTLY ON 70P OF DRYWALL 10. P/N ROLLER608682 (NSYLp3S' ASSY 19138 AND 108135 (STEEL) MAY BE SUBSTITUTED FOR ROLLER AS Al. LOW HEADROOM TRACH MAY BE SUBSTITUTED FOR STANDARD TRACK. 12. LOCK OR DRAWBAR OPERATOR REQUIRED TO HOLD THE DOOR CLOSED DURING HIGH WIND EVENT. ' �8 SCREWS 13. DaERIOR .1411E WEATHERSTRIP TO BE ATTACHED WITH EITHER 2 OR-%-O/2' BD BRIGHT COMMON NAILS AT 12' O.C., STARTING 2 FROM THE GRUND. 14. DOORS OVER 8' TALL WILL BE SUPPUED WITH COMMERCIAL TRACK AND HARDWARE. COMMERCAL TRACK JAMB. FASTENING VALL BE 12' MAX CENTERS. v BC GOTY JARI STANDARD TRACK DETAIL< SCALE: 1/16' = 1' HINGES/ SECTION END STILE ROLLER SF AFT BRACKET AT STRUTS ROLLER VERTICAL TRACK )DINT I J SINGLE YES H52 3 2' X 7 16 TITS 2'X .D68' THK VIEW A -A (TRACK ASSY REMOVED FOR CLARITY) M. APPROVED PRESSURE RATING CHART DOOR WIDTH 1 12' 1 10' 1 9' B' 6' POS. DESION PRESSURE 1 26.9 38.7 47.8 i 53.0 50 AEG. DESIGN PRESSURE -30.{ -43.7 -5{ -60.8 -67 MAX JAMB LBS FT- 182 1 219 1 241 1 243 1 201 ' A r I 1 I 12 13 i TP 2 PLCS 1 I o 12 13 1 t TYP 2 PLCS 1 t2 13 1 I TP 2 PLCS }C 1 n J PLCS L „A„ EIE] INTERIOR ELEVATION SCALE: Digitally signed byJohn E. Scates, P.E. DETAIL "B" Date: 2020.09.03 15:16:44 -05'00' SCALE: 1/4 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLD4D CONSTRUCTION DETAILS. 7'-0' FL # 11494 JOEIN E. S TM PE 238D KINLI FIINR 121-51 R PC 51]]7 Tx PE 5GJ(IB/f2203 NOTES r23431 H _ F—LENGTH +DOOR WIDTH - 1' -�-I O 7yQs01y 2.a06 Dt{B TNK 1 O 12 .099 iHK �~• i 1 0 O O 1 3.560 _ __ W7 I Q 1.eBf 62 4.62 Ca1L 1 .1 �4437 'l THK. I n409$OS-0001. TOP FIXTURE n4C5771—XXXX BOT FIXTURE rZ00650—XXX1. ROLLED HS STRUT (1409334-0001 SLIDE LOCK ASSY U ATTACHTO DOOR WITH-4 SCREWS ATTACH TO DDOR WITH-3 SCREWS ROLLED HS STRUT CHART ATTACH TO DOOR WITH-4 SCREWS P/N 605911-0001 P/N605911-0001 SUB PART NUMBER I THr, I DIM H STRUT P/N 605911-0001 SUB PART NUMBER IUND NEW A 400850-0001 .030 2.25 HS-1 B 4D0650-DOD2 .052 225 HS-2 A- 405771-0001 W SNOWN C 400050-0003 .055 3.50 HS-3 I f B 405771-0002 " Pot OPP. '0 400B50-OD04 .020 1 12.25 1 HS-0 1�2.28I(�.H_ �2.201 —I --y .470 l 02,375 O 059 O 0 �.— —1 LJI —►lF.osa THK �'iF--099 �I—.057 •099 %1407605-000X END HINGE (1405964-000X BRACKET JAMB JOINTQ n407603-0001 CENTER HINGE �1405964 & 046450 BRACKET. JAMBae A77ACH TO DOOR WITH 4 SCREWS ATTACH TO (RACK WHH T/4' TRACK ATTACH TO DOOR WITH 4 SCREWS `J ATTACH TO TRACK WRH i/4' TRACK PIN -605911-0001 - BOLT AND NUT P/N '605911-0001 BOLT AND NUT SVB ;Pi7Tf NUt4,Bt N SUB I _ PART. NUMBER 1_'- A 4WB03-0oa2--. 95 405964-'0002 437 ISUBI PART. NUMBER 1 B I I B I 405964-OD03 S12 3.125 A 405964-0000 2.]5 _ -C- .. 405964-0004-- 3:75..._.._._._. ._ .. .. .. _. _ _.. _: _. _ .._ _ . ____ _B__ ...5964-0D07 D w74m-pops t.eo" C 046450-0003 4.00 II DDD & COUNTAL ER K TRACNTAFL # 11494 OPTIONAL SPLICE IN JOHN E. SCATES. PE 1'---�-I HORIZONTAL TRACK AT IIL— 'TOP OF RADIUS 25BO�N TX 12h5t 44---i 12• R R PE 31737 TK PE 56306/F2203 I SHAFT 1.81 REF .4 R _L w OPE CUMI HE)IGM 6A0�•? i ac a 108135, ROLLER ASSY. TR31 fiD.OD• No.51737 l2.s ,3 405742-0001. BRACKET, ROLLER SHAFT 10 319138, ROLLER ASV, TR3®' 67.5 O �R 11T 1 t .5 ATTACH TO DOOR WITH 2 SCREWS i -p ; g7ArE OF' 3z 5 P/N 605911-0001 i ,'. %, ��\ n 608682-0001 ROLLER ASSY TR3 o.oas• TTiK i� O� • ;F�OR�pP- ,z 60B682-0002, ROLLER ASSY. TR3 .5 PHTf NUMBER l' 32 5 Ili;. SJONA; �"O\\` . 108135 1 5.13 519138 1 7.00 p� �,q t®tp �proa u ro wm mona[ �� tm ��WNapD, J90, aB, 1600 soesfiz Door a.7o ALTERNATE TRACK DETAIL s Y—`-- -- law— �. I r9s �+ B"�" 0 6e 2: P5F oEsci aoe68z-aaoz 7.s6 - _ f. nFcul lobs/m