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Home My WebLink AboutPRODUCT APPROVAL - EXTERIOR DOORSoop i Fe ILE COP�= BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search I Florida • n t ' Product Approval eyes gyt, USER: Public User &3 1W Product Approval Menu > Product or Application Search > Application List Search Criteria SCANNED BY St Lucie County Refine Search Code Version 2017 FL# 10737.16 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL FL# Tvne Manufacturer Validated By Status FL10737-R9 Revision Wayne -Dalton, a division of Overhead Door Corporation FL#: FL10737.16 Jeffrey P. Arneson, P.E. (904) 223-4899 Approved His o Model: 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 Description: 18'2" Max width. 24' Max height. Category: Exterior Doors Subcategory: Sectional Exterior Door Assemblies -npproveu uy uorrc. npvruy uy uorrc anon uc revrcrvcu min rauucu uy Y. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -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.S. must provide the Department with an email address if they have one. The emalis 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 ham. Product Approval Accepts: ® ® F C�d dlt Card NOTES, 1. VINYL OR WOOD DOOR STOP NAILED A 13 CA HOR12 ANGLE MAXIMUM OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES 13 GA FLAG ANGLE 2. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. 16 GA MIN HORIZ 3. LOUVER OPTION - .040" MINIMUM LOUVERS IN TRACK MOLDED FRAMES SCREWED TOGETHER WITH A 5/160-5/8' MINIMUM OF (10) e8x1' SCREWS (3X ALONG THE LAG SCREW (MIN 3 HORIZONTAL AND 2X ALONG THE VERRCAL) INSTALLED IN THE BOTTOM SECTION. MAXIMUM AS SHOWN) LOUVER DIMENSIONS SHALL BE 15" x 19' (4) 1/4-20x9/16' LARGE CUTOUT. LOUVERS ARE NOT IMPACT RESISTANT HEAD TRACK BOLTS OR AND 00 NOT MEET THE REQUIREMENTS FOR 1/4-20 STUDS WITH WIND-BORNE DEBRIS REGIONS, 1/4-20 HEX NUTS 4. FACER STEEL TO HAVE A MINIMUM 27 GA 15 GA MIN VERT THICKNESS AND BACKER STEEL TO HAVE A TRACK MINIMUM 29 CA THICKNESS. CK 20.9/4-20 S. A 4-1/2" x 6' x 22 GA BACKER PLATE IS TO BOLT HEX BE LOCATED AT EVERY INTERMEDIATE AND OUTER NUT AT EACH JB-US END HINGE LOCATION. JAMS BRACKET LOCATION 6, THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE 6 16x1-5/B" LAG /SCREW PROFESSIONAL OF RECORD FOR THE BUILDING OR AT EACH STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS Jgyg BRACKET DRAWING. 7, DOOR JAMB TO BE MINIMUM 20 STRUCTURAL GRADE LUMBER. REFER TO JAMS CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 15 CA STIFFENED JAMS & FOR LOW HEAD ROOM LIFT CONDITION% TOP BRACKETS SEE SCHEDULE FOR BRACKET SHALL BE A 13 GA LHR 7 4 TOP / QUANTITY, LOCATION, BRACKET WITHOUT PUSNNU7S AND WITH A AND TYPE MINIMUM OF (3) 1/4-140/8' SELF DRILUNG CRIMPTITE SCREWS IN LIEU OF THE BRACKET KEY LOCK OR SLIDE SHOWN ON THIS DRAWING. U-BAR ON TOP LOCK EACH END (NOT SECTION SHALL HE INSTALLED ON TOP OF LHR REQUIRED WITH TOP BRACKETS. OPERATOR - SEE NOTE 2). SLIDE LOCI( SHOWN FOR CLARITY SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE DOOR WIDTH DOOR HEIGHT UNIFORM LOAD EACH JAMS (PUF) 1T-2' ALL +257.5 -2B7.5 IH'-2" 1 1I1 +272.5/-304.3 �S `y} � No. 77945 7D0I SATE°o `•`vim �i�s •''F��RIDA,.••' V00, NG�� DWAYNE A KORNISI. PE 4576 COUNTY ROAD 160 MaFL VENT o7f14�10 TX PE 117608 PROFESSONAL ENGNEER'S SEAL PROVIDED ONLY FOR VERIRCA11ON IS ANOLOAD CONSINUCDON DETAOS, JAMB BRACKET SCHEDULE DOOR HEIGHT OF SECEC TIONS BRACKETS (EACH JAMB) BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2') 6'-6' 4 7 2 JS-US 10 JH-US 21-3 4 JB-US 29-3 4 JB-US 39 JB-US 48 JB-US. 57-1 4 VS- S 7'-0' - 4 7 2" JB-US , 10' JB-US . 21-5 4 ,IN -US . 29-3 4 JH-US . 42 JB-US . 52-1 2 JB-US , 63-1 4 JB-US 7'-6 4 OR 5 8 2 JH-US , 10 JB-US , 18-3 4 JB-US . 26-3 4 JB-US . 36 JB-US 45 JB- S 54-7 4 JB-US . 74-7 2 J8-US 8-0 IJ- - - 9jjw--ubj.- 2 -US - J- H-0 SEE 0 BELOW NOTE: (JB-US) FOLLOWING DIMENSION DENOTES SLOTTED JAMS BRACKET ATTACHED TO TRACK WITH 1/4-21)x9/16' TRACK BOLT AND NUT AS SHOWN ABOVE. ALL DOORS GREATER THAN IT IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS Wayne =Dalton. GARAGE DOORS VISION OF OVERHEAD DOOR CO 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 RELISIONS ISED MODELS UPDATED GLAZING I LOUVER DESCRIPTION 5/9/14 UPDATED TITLE BLOCK 10/3/17 IPACT/CYCLIC RATED (YES/NO): YES I MAX SECTION HEIGHT: 24" CHECKED MODELS 4600/4650/6600/8300/8500/515O/5200/TMS15/TM525 SHEET 1 OF 2 DRAWING PART NO. I REV. WINDLOAD SPECIFICATION OPTION CODE 2252 1 352076 P3 (2) 12 CA COMMERCIAL 'L' FRAME TOP BRACKETS ATTACHED WITH (4) 1/4-20x7/8" SELF DRILLING SCREWS (2 THROUGH STRUT AND TOP BRACKET) 13 GA ROLLER SLIDE ATTACHED TO BRACKET WITH 5/16-18 BOLT h NUT IN THE CENTER SLOT ADD (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS (INSIDE OF EACH INSIDE END HINGE)- 2" STEEL ROLLER KITH 9' GRADE 1144 OR EQUIVALENT STEM AND 7/16" PUSH NUT AT EACH ROLLER LOCATION LOCATED BETWEEN THE BRACKET OR HINGE (EXCEPT PUCHNUT LOCATED ON THE TOP AND BOTTOM ROLLER IS LOCCTED OUTSIDE OF BOTH BRACKETS). 1/4" MAX BETWEEN PUSH NUT AND OUTER HINGE. REVISIONS P1 REVISED MODELS @M,E'A• RACYRRAIF[X4nt WS GRT 1/22/14 (10SECTION DOORS WITH GA 80 KS1 U-SARS 1 (20) 3' B P2 UPDATED GLAZING ODm 1 17' 1018'2" ;11 LOCATED AS SHOWN AND LOUVER DESCRIPTION GRT 5/9/14 P3 UPDATED TITLE BLOCK /(9 ESC 10/3/17 SECTION DOORS WITH •� OETAfL A 17' TO 18'2" (1B) 3' 1 18 CA BD K9 U-BARS LOCATED AS SHOWN q / • Vv v (8) SECTION DOORS VATH H 14 GA WIDE BODY END H DETAIL B (2 C14 EACH ATTACHED KITH (4) 1/4-14x7/8" SELF DRIWNG CRIMPTITE SCREWS 14 GA WIDE BODY I ® e INTERMEDIATE HINGE ATTACHED WITH (4) 1/4-140/8" SELF DRIWNG CRIMPTITE SCREWS DETAIL C 12 GA EXTENSION BRACKET ATTACHED WITH (3) 1/4-14x7/8' SELF DRIWNG CRIMPTITE SCREWS (2 THROUGH STRUT AND BRACKEI 14 CA BOTTDM BRACKET ATTACHED WITH (2) p1E J /{ A,A, ` L•10E,Q ' V .•'•• NSy. , No. 77945 Z ORION ONAL EKG``" DWAYNE J. K TORN W. PE 4570 COUNTY ROAD 160 MOUNT NODE. OHIO R PE 77945 TX PE 117668 PROFESSONAL ENOWEER'S SEAL PRONOEO ONLY FOR VMFICATION OF WNDLOAD CONSTRUCTION DEMRS. (nY (16) 3" 18 CA 80 KSI U-BARS LOCATED AS SHOWN (7) SECTION DOORS WITH (14) 3" 18 GA BO KSI U-BARS LOCATED AS SHOWN (G) SECTION DOORS WITH (12) 3" 18 CA 80 KSI U-BARS LOCATED AS SHOWN (5) SECTION DOORS Y41H (10) 318 CA 80 KS1 U-BARS LOCATED AS SHOWN (4) SECTION DOORS WITH (8) 3" 18 GA SO KSI U-BARS LOCATED AS SHOWN 1 ALL 14BARS SHALL RI ATTACHED WITH SCREWS A EACx7/B' SELF DRIWNG D BETTE SC LL E HI EACH ININ LOCATION AND BETWEEN ALL END HINGES AND INTERMEDIATE HINGES. A MINIMUM OF (14) FASTENERS ARE TO BE USED. DETAIL D STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne DESIGN (PSF): +30.00/-33.50 MAX WIDTH: 18'-2' DATE NAME =Dalton. TEST (PSF): +45.00/-50.25 MAX HEIGHT: 24'-0' DRAWN 6/12/13 CRT GARAGE DOORS IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 24" ICHECKED MODELS 4600/4650/6600/8300/8500/5150/5200/TM515/TM525 SHEET 2 OF 2 (VISION OF OVERHEAD DOOR COFIF tDRAVANG PART NO. REV. 3395 ADDISON DRIVE PENS(Mk FLORIOA 32514 WINDLOAD SPECIFICATION OPTION CODE 2252 352076 P3 BFiO 474-9890 PLICE PLATE LOCATION m SEE SCHEDULE 14" MAX 12" MAX 12" SEE CLIP DETAIL MAX I 1 12" '\ % MAX 1 MAX LIP LOCATIONS SEE SCHEDULE 12 MAX TRACK CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS TH``IStt�'IR�Frrr POE J ICE'lykO�,�i 7kO No.77g45 _i �,• STgr �NAL 1111111 DWAYNE J. KORNISH. PE 4576 COUNTY ROAD 160 HOUHT HOPE. OHIO FL PE 77945 TX PE 117868 PROFEAIONAL ENGNEER'S SEAL PRN o ONLY FC6 'ER IFiCA" OF WINDLOAD CONSTRUCTION DETA05. 13 GA MIb CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE (2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- 0.28 13 GA MIN CONTINUOUS WALL ANGLE FRACK :3) 1/4"-20 TRACK 0R CARRIAGE BOLT MTH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE (1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 9'-0" +46.0 PSF/-52.0 PSF KCVI51U— INCH :K-CLIPS-TEXAS ANGLE 12 F00T 'TEO 6/11/03 iPDATED FORMAT. 7ASED ALLOWABLE SURES TO 00/-52.00 PSF FOR DOOR WIDTHS. ICED `TEXAS WALL E. TO 'CONTINUOUS :HANGED FORMAT. .0 MODELS 9B00 8024 WITH OVERLAY RACK CUP .DOLE. 8/21/07 IPDATED MODELS :D IN CHARTS. JED SPLICE k CUP DULES. 9/06/07 IPDATE MOUNTING ,IL DRAWINGS. 10/05/07 CED 4 #9 CLIP (OSS TTHHEE IRD). 10/24/07 UPDATED STEEL JNTWG DETAIL 3 04/11/08 EXPANDED 1-1/2- TO S/8' DOOR THICKNESS VtT UP TO 14' HIGH. r 12/11/08 I UPDATED TITLE ICK r 6/2/10 UPDATED TITLE ICK. REMOVED CHART. r 11/15/13 UPDATED TITLE ICK. : 6/15/17 Wayne DATE NAME Dalton. DRAWN 8/21/07 CRT 6 A O E DOORS 1 CHECKED 8MRB SHEET 1 OFF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. TRACK SUPPLEMENT CHART PEN(850)4740980032814 307494 P12 w 2 3/4" f1" EDGE DIST E50XX MIN. 1/8 2-24 1/8 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/8" --WALL ANGLAD,\ LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 N0.2 TRACK CLIP SPF (G=0,42) OR — _BETTER AT EACH 1/4-20x9/HOLE OR PAIR OF TRACK BOLHOLE LOCATIONS 1/4-20 HE MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DISi ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1/4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. T4. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP �P" * : NO. 77945 S rrrrn1nf11T� DWAYNE J. KORNISH, FE 4576 COUNTY ROAD tea MOUNT HOPE OFOO FL PE 77645 TX PE 117M PROFESSIONAL ENGNEER'S SEAL PROMOS) ONLY FOR YER6ICADON OF KiNOWM CONSTRUCTION OETAM& L ANGLE 12 FOOT ATED 6/11/03 UPDATED FORMAT. ?EASED ALLOWABLE SSURES TO i.00/-52.00 PSF FOR DOOR WOTHS. ,NGED 'TEXAS WALL 'LE' TO 'CONTINUOUS L ANGLE'. ADDED STRATE MOUNTING AIL. CHANGED TO N HD ANCHORS 4/2/07 CHANGED FORMAT. ED MODELS 9800 18D24 WITH OVERLAY TRACK CUP EDULE. B/21/07 CUP I LP 9/06/07 '6 UPDATE MOUNTING iETAIL ORAWNGS. RT 10/05/0, '7 UPDATED CHARTS TO UMINATE THE USE OF HE ®8 CUP (REPLACED IITH B9 ACROSS THE OARD). LP 10/24/07 8 UPDATED STEEL IOUNTING DETAIL IRB 04/1 /08 8 EXPANDED 1-1/2' TO —3/8• DOOR THICKNESS HART UP TO IIV HIGH. RT 12/11/08 10 ADDED MODEL 8700. 'PDATED TITLE BLOCK RT 6/2/10 UPDATED TITLE X. 6/15/17 Wayne DATE NAME DRAWN 1 8/21/07 I CRT WwDalton.. GARAGE DOORS CHECKED 8/21/07 1 MRB SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. TRACK SUPPLEMENT CHART P�(503 74-98gp32514 307494 I P12 Wayne MDaitona GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9B90 {{{I11111// ,%F-jk, .' No. 77945 ' STATEop (V `AS,Y;�NAL UWAY E I KORN&C PE 457O COUNTY ROAD 160 WOIINT HOPE, OICO FL PE 77945 TM PE 117660 6' MA: MF SF MINIMUM 2,6 p3 CE HEADER LOCK SOUTHERN PULE BRACKET LUMBER 2-3/4' SINPSON TITEN HD SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4. DETAIL I MINIMUP51 CONCRETE CAPACITY M 2500 OFU2085 LBS. SAD P17 UPDATED TITLE BLOCK ESC 6/15/17 DOOR WIDTH M 2x6 ®3 (L HEADER LOCK MINIMUM 2x6 #3 (Z HEADER LOCK ERN PINE BRACKET SOUTHERN PINE BRACKET R. LUMBER. +' (4) 3/8' SIMPSON TITEN HO SCREW (4) 3/8' DIA. LAG SCREWS ANCHOR WITH A 1-1/4' WASHER AND WITH 1-1/4' 0.0. WASHERS. A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4' AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4. 1-9/32' INTO THE MAIN SUPPORT MEMBER. MINIM M 2000 DETAIL 2 1T FILLED D CM I WOOD SUPP UCTURE NOTE:. MAKIMUM DESIGN LOAD NOTE, MA)MUM DESIGN LOAD CAPACITY OF 2400 LIES. CAPACITY OF 2430 LBS DRAWN SHEET 1 OF 2 CHECKED JAMB CONNECTION SUPPLEMENT DRAWING PART N0. REV. 324620 IP17 REVISIONS Wayne PLO UPDATED TITLE "Dalton. FSCC66/15/17 GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 47"890 MIN 2500 PSI CONCRETE MIN 2 X 4 SPF (G-0.42) OR BETTER WALL STUD ALL NOTE, MAX ALLOWABLE FASTENER N9IF; MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE LOAD OF THE STRUCTURE DESIGN 2 3 4' DESIGN OF SUPPORTING STRUCTURE SHALL BE OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR THE STRUCTURE aa."d' EXTERIOR SHEATHING l 3/6' SMPSON 71TFN HD, SHEATHING 2-3/4' MW EMBED. MW 5/16' LAO SCREW WITH 6` BETWEEN JAMB 1-9/32' EMBED IN CENTER OF BRACKET LOCATION SKID (3 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET JAMB BRACKET 1/4-20X9/l6' 1/4-20X9/16" TRACK BOLT AND TRACK BOLT AND 1/4-20 HEX NUT 1/4-20 HEX NU TRACK TRACK DIRECT CONCRETE MOUNTING DETAIL WRECT WOOD MOUNTING DETAIL MAX 420 LBS PER LAO FASTENER ,TTl1il IFI TTF J. �0,,. STATE OF z 41 ""' NAL E�G � O f/111111110, DATE NAME BWAYNE J. KOIDASH, PE A 4 10 13 CRT a576 Carr ROAD 160 SHEET 2 OF 2 4a9f HOPE. MO CHECKED FL PE 77645 TX PE 117US JAMB CONNECTION SUPPLEMENT DRAWING PART N0. REV. H•VMCATI A FNG6IEF.A'S SEAL mucv0 OYLT ECA 324620 P17 YEaulcanaN ei auOLOAO cor+smucnaH DETans.