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Home My WebLink AboutPRODUCT APPROVAL EXTERIOR DOORSFlorida Building Code Online 1/872018 �p • ti I � rv4 1:xif;� .: • '� �.! BCIS Home I Log In User Registration i Hot Topics Submit Surcharge ':. Stats & Facts 1 Publications ! FBC Staff BCIS Site Map Links i Search t . Product Approval SGANNIED USER: Public User ��II BYf/�,��j pp R Product Awroval Menu > Product or Aoolicatlon Search > AoolicatibihaL�Stlb'.1,p iitafioHsb f FL # Application Type Code Version Application Status Comments Archived FL8248-R13 Revision 2017 Approved Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)475-6197 Mark__Garon@Overheaddoor.com Authorized Signature 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 Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Mark Garon Mark_Garon@Overheaddoor.com Mark Garon 3395 Addison Dr. Pensacola, FL 32514 (850) 474-9490 Mark—Garon@Overheaddoor.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Dwayne J. Kornish PE-77945 Intertek Testing Services NA, Inc. - QA Entity 03/06/2050 Jeffrey R Arneson, P.E. Validation Checklist - Hardcopy Received FL8248 R13 COI Cert of Index Kornish 2017.pdf FL8248 R13 COI Validator Cert of Ind Wayne Dalton.odf Standard Year ANSI/DASMA-108 2012 ANSI/DASMA-115 2012 TAS-201 1994 TAS-202 1994 TAS-203 1994 Equivalence of Product Standards Certified By https://www,l"loridabuilding.org/prIpr app_dtf.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a6mWcHye4v9%2fQoWpWwCeYVIeOmF4FA%3d%3d 1/5 1/8/2018 h Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved summary of Method 1 Option D 10/12/2017 10/27/2017 10/30/2017 12/12/2017 FL # Model, Number or Name Description 82f-- 48.1 — 8000/8100 #1101 9' Max width. 14' Max height. Glazing available in top or f ( intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +22.90/-26.30 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. 8248.2 18000/8100 #1102 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R13 II 1101-327010-P6 s.pdf FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supolement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 9' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 1102-327011-P6 s.Ddf FL8248 R13 II WD_JambSui)Dlement P17.Ddf FL8248 R13 II WD Track Suoolement Chart P12.Ddf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.3 18000/8100 #1103 9' Max width. 14' Max height. Glazing available in top or f intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35.70/-41.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. 18248.4 1 8000/8100 #1104 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Installation Instructions FL8248 R13 II 1103-327012-P6 s.pdf FL8248 R13 II WD Jamb Suoolement P17.pdf FL8248 R13 II WD Track Suoolement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 9' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 1104-327013-P5 s.pdf FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.5 ( 8000/8100 #1121 16' Max width. 14' Max height. Glazing available in top or 1 intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. j Installation Instructions j FL8248 R13 II 1121-327015-P6 s.pdf FL8248 R13 II WD Jamb Supplement P17.adf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Mark A. Sawicki FLORIDA PE 72613 Created by Independent Third Party: No j Evaluation Reports .org/pr/pr app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a6mWcHye4v9%2fQoWpWwCeYVleOmF4FA%3d%3d 215 1/8/2018 Florida Building Code Online I ' FL8248 R13 AE FBC Eva18000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.6 18000/8100 #1122 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. 8248.7 18000/8100 #1123 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: 16' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 1122-327016-136 s.pdf FL8248 R13 II WD Jamb Supmlement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 16' Max width. 14' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 1123-327017-P5 s.0df FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No I' 8248.8 8000/8100 #1124 16' Max width. 14' Max height. Glazing available in top or I ( intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: Installation Instructions FL8248 R13 II 1124-327018-135 s.pdf FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.odf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eva[8000 8100 8200 092917s.odf Created by Independent Third Party: No 8248.9 ( I 8000/8100 #1125 6' Max aide . 14' Max height. Glazing available in top or Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Installation Instructions FL8248 R13 II 1125-327019-P5 s.pdf FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.10 8000/8100 #1141 18' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R13 II 1141-327021-P6 s.pdf FL8248 R13 II WD Jamb Suoplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No j 8248.11 18000/8100 #1142 8' Min termediate width. 14' Max height. Glazing available in top or 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: Installation Instructions FL8248 R13 II 1142-327022-P6 s.pdf FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eva[8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.12 18000/8100 #1143 18' Max width. 8' Max height. Glazing available in top or intermediate section. _app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a6mWcHye4v9%2fQoWpWwCeYVIeOmF4FA%3d%3d 3/5 i 1/8/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +34.40/-38.30 Other: 8248.13 18000/8100 #1144 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.00/-52.00 Other: Installation Instructions FL8248 R13 II 1143-327023-P5 s.pdf FL8248 R13 II 312957 P6 8000-8024-8100-8124 1f FL8248 R13 II WD Jamb Supplement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 18' Max width. 8' Max height. Glazing available in top or intermediate section. Installation Instructions FL8248 R13 II 1144-327024-P5 s.odf FL8248 R13 II 312957 P6 8000-8024-8100-8124 Post.pdf FL8248 R13 II WD Jamb SuDrflement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.Ddf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.14 18000/8100/8200 #1100 'Max d ate siowidth. 14' M x height. Glazing available in top or Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.90/-18.20 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R13 II 1100-329468-P6 s.pdf FL8248 R13 II WD Jamb SuoDlement P17.pdf FL8248 R13 II WD Track Supplement Chart P12.Ddf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 18248.15 8000/8100/8200 #1120 16' Max width. 14' Max height. Glazing available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R13 II 1120-327014-136 s.pdf FL8248 R13 II WD Jamb Supplement P17.Ddf FL8248 R13 II WD Track Supplement Chart P12.pdf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No 8248.16 8000/8100/8200 #1140 18' Max width. 14' Max height. Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 Other: Glazing is not impact resistant and does not meet the requirements for wind-borne debris regions. Installation Instructions FL8248 R13 II 1140-327020-136 s.Ddf FL8248 R13 II WD Jamb Supplement P17.Ddf FL8248 R13 II WD Track SuoDlement Chart P12.odf Verified By: Dwayne J Kornish FL PE 77945 Created by Independent Third Party: No Evaluation Reports FL8248 R13 AE FBC Eval8000 8100 8200 092917s.pdf Created by Independent Third Party: No fkac:k Sdext Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an WEED 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 emalls 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: MMMERM hops://www.floridI'abuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujmeb8GbxRyWG4a6mWcHye4vg%2fQoWpWwCeYVIeOmF4FA%3d%3d 4/5 1IM CT RESISTANT GLAZING OPTION- IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN 13 GA HORIZ ANGLE TOP OR INTERMEDIATE SECTION WITH OR WITHOUT DECORATIVE -INSERTS .- - ZINC3HALt 8E-Y 4 - POLYCARSONATE. MAXIMUM GLAZING DIMENSIONS _ 13 GA FLAG ANGLE SHALL BE 11' x 17' CUTOUT, FASTENED WITH A8 X 1' SMS: 3X ALONG THE HORIZONTAL AND 2X ALONG 15 CA MIN HORIZ THE VERTICAL. SEE DETAIL J ON SHEET 2 FOR ASSEMBLY DETAILS. TRACK 2. NON -IMPACT REISTANT GLAZING OPTION - .090" LAC SCCREW (MMININ 4 � SCREW MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED AS SHOWN)) TOGETHER WITH A MINIMUM OF (10) A8x1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (W17H (4) 1/4-20x9/16' LARGE -� OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM HEAD TRACK BOLTS OR STATIC WIND PRESSURES SHOWN ON THIS DRAWING. 1/4-20 STUDS WITH GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 10.69' 1/4-20 HE % NUTS AND A MAXIMUM LENGTH OF 16.94". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE 15 GA MIN VERT REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. TRACK 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM 1/4-20x9/16- TRACK OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF BOLT AND 1/4-20 HEX PANELS MINIMUM 7/16' TO MEET NEGATIVE NUT AT EACH JS-US PRESSURES. JAMB BRACKET LOCATION 4. KEY LOCK OR SLIDE LOCKS REQUIRED. 5/164-5/8' LAG S. LOUVER OPTION - .040" MINIMUM LOUVERS IN SCREW AT EACH JAMB BRACKET MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (10) A8x1" SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. / 6. SECTION STEEL TO HAVE A MINIMUM 26 CA 15 CA STIFFENED — THICKNESS. JAMB BRACKETS SEE SCHELOULE FOR 7. THE DESIGN OF THE SUPPORTING STRUCTURAL OUANITY. LOCATION, ELEMENTS SHALL BE THE RESPONSIBILITY OF THE AND TYPE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT KEY LOCK OR SLIDE LOCK BUILDING CODES FOR THE LOADS LISTED ON THIS EACH END (SEE NOTE 4). DRAWING. SLIDE LOCK SHOWN FOR S. DOOR JAMB TO BE MINIMUM 2x4 STRUCTURAL CLARITY GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. FOR LOW HEAD ROOM UFT CONDITIONS, TOP BRACKET SHALL BE A 13 GA LHR 7/4 TOP BRACKET NOTE. (4) SECTION SOLID WITH A MINIMUM OF (3) 1/4-140/8' SELF DRIWNG DOOR SHOWN. SEE SHEET CRIMPTITE SCREWS IN LIEU OF THE BRACKET SHOWN 2 FOR U-BAR LOCATIONS ON THIS DRAWING. U-BAR ON TOP SECTION SHALL ON DOORS WITH OTHER BE INSTALLED ON TOP OF 1HR TOP BRACKETS. SECTION QUANTITIES AND SEE NOTES 1 AND 2 THIS SHEET FOR GLAZING OPTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AN DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB (PLO LOCATION LBS 7'-0- +185.5/-209.6 +1507.4/-1712.9 17'-0" 8'-0' +185.5/-209.6 +1704.0/-1936.3 7'-0- +190.7/-215.7 +1637.01-1650.5 8', ' 0.7/-215.7 +1860.31-2102.9 ` lk 77945 S o-o or ze/- LEN IC?�?. OWAYNE 1 KORNISH, PE 4576 COVNTY ROAD 160 MOUNT HOPE. OHIO FL PE 77945 TX PE 117868 PROFESSIONAL ENONEEWS SEAL PROVIDED ONLY FOR VERIFICATION OF W1.NDLOAO CONSTRUCTION DETALLS. 20 GA CENTER 6 CA END STILE G \ REVISIONS DOOR 1 p1 MODIFIED NOTES TO I STATE THAT LOUVERS 4 ARE- nT jmPjCTPAGT- RESISTANT. INCREASED DESIGN PRESSURES TO ro D MEET 2 m m m 'm NDTE:. 18' DOOR SHOWN. SEE SHEET 2 FOR HINGE, STILE. AND POST LOCATIONS ON OTHER SIZE DOORS. FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT AS SHOWN ABOVE. ED DETAIL J SHEET 2 GLAZING. REMOVED '.CRETE SPECIFICATION M NOTES AND ADDED AIL H SHEET 2 FOR ICRETE SPECIFICATION. iI'D MAX GLAZING ENSION TO NOTES ET 1. MODIFIED JAMB ,CKET SCHEDULE 'ED TRACK TO FLAG INECTION NOTE )IFIED SUPERIMPOSED IGN PRESSURE LOAD ,RT. 11/10/07 MODIFIED LOUVER ION. ADDED TEXAS :NSE NUMBER TO .E BLOCK. 9/19/08 UPDATED TITLE BLOCK ) IMPACT GLAZING 4/16/12 UPDATED TITLE BLOCK 10/3/17 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A Wayne DESIGN (PSF): +46.00/-52.00 MAX WIDTH: 18'-0" DATE NAME TEST (PSF): +69.00/-78.00 IMAX HEIGHT: 8'-0- 1DRAWN 5/26/06 CRT Dalton,. IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT: 21" CHECKED 1/22/07 1 MRB GARAGE DOORS MODELS 8000/8100 SHEET 1 OF 2 DIVISION OF OVERHEAD DOOR COR DRAWING PART N0. REV. 3395 ADDISON DRIVE PENSAGOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1144 327024 P5 ACKET WITH 5/16-18 BOLT B NUT CENTER SLOT AND 1/4-20x9/16- 'LCK BOLT h 1/4-20 HEX NUT ;OUCH-AMY-TWO-ALIGNING-HOLES. —i 13 CA COMMERCIAL 'A' 1 4ME TOP BRACKETS EACH TACHED WITH (4) 1/4-14x7/8' 1l F DRILLING CRIMPTITE SCREWS ' L• / D (2) 1/4-14x7/8' .F DRILLING CRIMPTITE SCREWS DETAIL SIDE OF EACH INSIDE END ICE) STEEL ROLLER WITH Q, GRADE 1144 OR JIVALENT STEM i 14 CA V40E BODY END TINDES EACH ATTACHED DETAIL B MTH (4) 1/4-14x5/8- >EIF TAPPING SCREWS PLATENSION 2 HALF GE 14 CA WIDE BODY INTERMEDIATE HINGE Q ° HEADER /,/ EXTENSION E%TENSION M OF ALIGN BOTTOM OF ALIGN HINGE WITH TOP OF THE U-BAR ATTACHED WITH (4) �/ O . HEADER LOCK TOp LOCK 1/4-14x5/8• SELF ! TAPPING SCREWS J \ BRACKET PLATE (4) 1/4-t4z7/8• SELF DRILLING �a CRIMPTITE SORE 12 CA EXTENSION BRACKET DETAIL G ATTACHED WITH (3) 1/4-14x7/9• a 4 • ' HITCH PIN SELF ORILUNG CRIMPTITE SCREWS (2 THROUGH STRUT AND BRACKET) ® (4) 5/16x1-5/8' / (2) 5/16-12z1• SELF DRIVING 14 GA BOTTOM BRACKET LAG SCREWS .Q SCREWS w/ 5/16 ATTACHED WITH (2) 5/16-18x2-1/2' • (4) 5/16-12x1' FIAT WASHERS I/4-14x7/8' SELF DRILLING HEX BOLT k NUT D SELF DRILLING BOTTOM BRACKET CRIMPTITE SCREWS THROUGH STRUT AND BOTTOM BRACKET SCREWS AND (1) 1/4-14:5/8' SE NNER 11 5/16-12z1- SELF )RILUNG TAMPER RESISTANT SCREW DETAIL D 2500 PSI MIN ' CONCRETE 1 y• .• B' TURNX DOWNIN B' M SLAB 8' MIN AT EDGE EDGE DISTANCE / 111111111 Il7j D TAII H 1f : No. 77945 :ems ,,OryALI'llifiI DWAYNE 4 KURMSH, PE 4570 COUNTY ROAD 160 MOUNT HOPE, OHIO FL PE 77945 Tx PE 117868 PROFf55NNAL ENONEER•S SEAL PROVIDED ONLY FOR VD6RCABON OF MINDLOAD OONSTRUCRDN DETAILS. 14 GA CENTER HINGE — HITCH PIN (4) 1/4-14x7/8• / SELF DRINC W CRIMPTITE SCREWS ADDED TO EACH HINGE W7 TH A POST/ STRAP (2) 5/16-12x1' SELF DRILLING SCREWS EACH WITH (1) 5/16 FLAT WASHER DETAIL POST DRILLING SCREWS DETALI G (4) 1/4-14x5/8' SELF TAPPING SCREWS EXTERI, FRAME V-PAR IOCA7KMI5 (5)-SECTKh1-D00RS-W1TH' (7) 3' 20 GA 80 KSI U-BARS LOCATED AS SHOWN (4) SECTION DOORS WITH- (5) 3' 20 CA 80 KS U-BARS LOCATED AS SHOWN ( 1 ATTACH U-BAR WITH (2) 1/4-140/8• SELF DRILLING CRIMPTITE SCREWS AT EACH STILE LOCATION, TYP. LOCKING VSTRAP I 1/2-13x3-1/2- HEX BOLT 1/2-13 HEX NUT AME SCREW ARBCNATE REVISIONS ADDED IMPACT ISTANT GLAZING. IED DETAIL J SHEET 2 ET 1. MODIFIED JAMB ICKET SCHEDULE IED TRACK TO FLAG INECTION NOTE, )IFIED SUPERIMPOSED SIGN PRESSURE LOAD MRT. 11/10/07 MODIFIED LOUVER [ION. ADDED TEXAS -NSE NUMBER TO _E BLOCK. f 9/19/08 UPDATED TITLE BLOCK ) IMPACT GLAZING F 4/16/12 UPDATED TITLE BLOCK 10/3/17 STATIC PRESSURE RATINGS APPROVED S12ES SCALE: N.T.S. SILL: A Wayne DESIGN (PSF): +46.0O/-52.00 MAX WIDTH: 1B'-0" DATE NAME 0o TEST (PSF): +69.00/-78.00 MAX HEIGHT: 8'-0' DRANTI 5/26/O6 CRT Dalton. IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT: 21' CHECKED 1/22/07 1 MRB GARAGE DOORS MODELS 8000/8100 SHEET 2 OF 2 DIVISION OF OVERHEAD DOOR GDR DRAWING PART NO. REV. 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 1144 327024 P5 WINDLOAD POST Wa�n e—Dalton Corp. P.O. Bo i68� 827H3op6�OH 44660 MODELS 8000/8100/8024/8124 wwlw8tltltl ayne—dalto6n.com INSTALLATION INSTRUCTIONS i i I � IMPORTANT NOTICE! READ THE ENCLOSED INSTRUCTIONS CAREFULLY BEFORE INSTALLING THIS WIND LOAD POST. PAY CLOSE ATTENTION TO ALL WARNING LABELS AND NOTES. THIS MANUAL SHOULD BE ATTACHED TO THE WALL IN CLOSE PROXIMITY TO THE WIND LOAD POST. O Cop I fight 2006 Wayne —Dalton Corp. Port No. 312957 P6 I I WIND LOAD POST INSTALLATION INSTRUCTIONS ATTACH THE HEADER LOCK BRACKET TO THE HEAD. R USING THE (4) 5/16"x1-5/B" LAG SCRE S PROVIDED AS SHOWN IN FIGURE 1. THE 'EADER LOCK BRACKET SHOULD BE IN LINE JYVITH THE INTERMEDIATE HINGES WHERE THE ROSTIS TO BE INSTALLED AND LOCATED SUCH! THAT THE BOTTOM OF THE BRACKET IS APPRPXIMATELY 2-1/2" ABOVE THE TOP OF THE [DOOR. NOTE�'� DRYWALL OR ANY. OTHER SACRIFICIAL MATE IAL COVERING THE HEADER MUST BE REMO'ED PRIOR TO INSTALLING THE HEADER LOCKIBRACKET AND REPLACED WITH THE SAME , THICKNESS OF WOOD. IF THIS PROCESS IS REQUIRED, THE LENGTH OF THE LAG SCRE1'S MUST BE INCREASED ACCORDINGLY TO INCLUbE THE THICKNESS OF THE WOOD SO THAT(� MINIMUM OF 1-1/2" OF LAG SCREW PENE TFATION INTO THE HEADER IS MAINTI, INED. ALIGN 1' THE LARGE DIAMETER HOLE IN THE TOP PLATENj EXTENSION WITH THE FIRST HOLE IN THE TTP LOCK PLATE AS SHOWN IN FIGURE 1 AND BOLT TOGETHER WITH (1) 5/16J18x2-1/2" HEX BOLT AND NUT. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST ND SECURE WITH (4) 5/16-12x1" SELF DRILLIf, G SCREWS THROUGH THE HOLES PROVI l ED IN THE TOP LOCK PLATE. SLIDE THE O POSITE END OF THE INNER POST INTO ONE E,D OF THE OUTER POST. STEP . PLACEJ�JTHE POST ASSEMBLY FROM STEP 2 INTO POSITION BY LOWERING THE TOP PLATE EXTEN�,ION INTO THE NOTCH IN THE HEADER LOCK PRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH'I ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM OF THE OIJTER POST RESTS ON THE FLOOR. PLUMW THE POST ASSEMBLY. ENSURING THE POST ASSEMBLY IS PLUMB, TRACE �HE OUTLINE OF THE BOTTOM OF THE OUTER LOST ON THE FLOOR. REMOVE THE POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOgATE THE CENTER OF THE TRACED OUTLINE BY CONNECTING THE CORNERS TO FORM 1N Y. AT THE INTERSECTION OF THE 'X', DRILL A 5/8" DIAMETER HOLE A MINIMUM OF 3-11i/2" DEEP INTO THE FLOOR. CLEAN DUST OUT OF HOLE. PLACE �HE HALF HINGE AT THE BOTTOM OF THE B0; TOM SECTION IN LINE WITH THE INTERM DIATE HINGES AND JUST ABOVE THE LOWEST�I U-BAR AND ATTACH WITH (4) 1/4-20 11/16" SELF DRILLING SCREWS AS SHOWN t N FIGURE 2. ASSEMBLE THE BOTTOM LOCK PATE BY SLIDING (1) 1/2-13x3-1/2" BOLT D,WN THROUGH THE TOP THE BRACKET AND SE URING WITH THE HEX NUT FROM BELOW., ATTACH THE BOTTOM LOCK PLATE TO THE BO�TOM OF THE OUTER POST WITH (4) 5/16-1 x1" SELF DRILLING SCREWS AS SHOWN IN IGU E 2. HEADER — HEADER LOCK / BRACKET 2-1/2 (4) 5/16x1-5/8" LAG SCREWS — 5/16-18x2-1/2" HEX BOLT & NUT 14 GA NO. 2 HALF HINGE ATTACHED TO DOOR' WITH (4) 1/4-14x7/8" SELF DRILLING CRIMPTITE SCREWS ALIGNED WITH THE TOP OF THE LOWEST U-BAR 5/16" HITCH PIN (2) 5/16-12x1° SELF DRILLING SCREWS W/ 5/16 FLAT WASHERS- 1/2-130-1/2" HEX BOLT BOTTOM LOCK PLATE (4) 5/16-12x1" SELF DRILLING SCR -2- T-//_'/ /!9T- 9 TOP PLATE EXTENSION TOP LOCK PLATE (4) 5/16-12 x 1" SELF DRILLING SCREWS - INNER POST OUTER POST LOCKING STRAP I 1/2-13 HEX FIGURE 2 WIND LOAD POST INSTALLATION INSTRUCTIONS PLACE 'LITHE POST ASSEMBLY INTO POSITION BY LOW RING THE TOP PLATE EXTENSION INTO T,E NOTCH IN THE HEADER LOCK BRACK T UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOWING THE OUTER POST TO SLIDE DOWN THE INJJ ER POST, INSERT THE 1/2-13 3-1/2" BOLT AT THE BOTTOM OF THE 0 TER POST INTO THE HOLE IN THE FLOOR.I ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE U ERSIDE OF THE BOTTOM LOCK PLATE MUST REST ON THE FLOOR. BEGINNI�lG AT THE TOP HINGE, PLACE THE STRAP AVER THE POST AS SHOWN IN FIGURE 13. ALIGN THE HOLES IN THE ENDS OF THE,STRAP OVER THE TUBE IN THE HINGE ND INSERT A 5/16" HITCH PIN AS SHOWN.I RAISE THE BACK OF THE STRAP UNTIL T`IR LE STRAP IS PERPENDICULAR TO THE POST. ONNECT THE STRAP TO THE POST WITH (11 5/16-12x1" SELF DRILLING SCREW AND FT WASHER 1/4" ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND 1/4" BELOW THE STRAP ON THE DOOR SIDE OF THE !POST AS SHOWN. DO NOT TIGHTEN THE SCIEWS AGAINST THE STRAP. REPEAT FOR TH REMAINING STRAPS. THE BOTTOM LOCKING STRAP SHOULD BE LOCATED AT THE HA F HINGE LOCATION INSTALLED IN STEP 5. NOTE: E STRAP IS DESIGNED TO SLIDE FREELY PETWEEN THE SCREWS ALLOWING MOVEME T OF THE DOOR RELATIVE TO THE POST. ,0 NOT PLACE THE SCREWS THROUGI THE STRAP OR TIGHTEN THE SCREWS f T00 TIGHT RESTRICTING MOVEMENT. AFTER L OF THE STRAPS HAVE BEEN INSTALL D, CHECK THE POST TO MAKE SURE IT IS SEPURE BY LIFTING UP ON THE POST. IF THE i OST RAISES OUT OF THE HEADER LOCK B CKET, CHECK THE LOCATION OF THE SCfgEWS ABOVE AND BELOW THE STRAPS.jil THE GARAGE SIDE SCREWS MUST (4) 1 /4-14x5/8" SELF -TAPPING SCRE1 CENTER HINGE (2) 5/16-12x1" SELF DRILLING SCREWS W/ 5/16 FLAT WASHERS 5/16" HITCH PIN ALUMINUM POST -3- FIGURE 3 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 4 LOCKING STRAP i, WIND LOAD POST INSTALLATION INSTRUCTIONS SFCURING POSTS FOR STORAGE LOC,I�TE A CONVENIENT LOCATION AS CLOSE TO THE DOOR AS POSSIBLE AND MOUNT A HEADER LOCK BRACKET TO THE WALL SUCH TH 'T THE DISTANCE BETWEEN THE BOTTOM OF THE HEADER LOCK BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BE7I EEN THE FLOOR AND THE BOTTOM OF THE HEADER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FO I STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/116"x1-5/8" LAG SCREWS (ONE EACH SIDE) INTO SOLID WOOD. MA�ONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. MOIJNT A HALF HINGE TO THE WALL IN LINE WITH THE HEADER LOCK BR i 'ET SUCH THAT THE DISTANCE BETWEEN THE CENTERLINE OF THE TUBE IN THE HALF HINGE AND THE FLOOR IS 4" GREATER THAN THE�� DISTANCE BETWEEN THE CENTERLINE OF THE TUBE IN THE HALF HINGE ON THE DOOR AND THE FLOOR WHEN THE DOOR IS FULLY CL06ED. THE HALF HINGE FOR STORAGE SHALL BE MOUNTED WITH A M��NIMUM OF (2) 5/16"x1-5/8" LAG SCREWS INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECb RED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. PLA , E THE POST INTO THE STORAGE POSITION BY LOWERING THE TOP 1IPLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRA�KET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF E NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE HALF HINGE USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINSI,1INTO THE REMAINING LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE IN THE FLOOR. ATT/ PH ONE END OF THE PROVIDED LONG CHAIN TO THE TOP PLATE EXTENSION WITH A #6 BOLT AND NUT. SLIDE THE BOLT THROUGH A L00P11 IN ONE END OF THE CHAIN, THEN INTO AN AVAILABLE HOLE IN i THEOP PLATE EXTENSION. PLACE THE NUT ONTO THE BOLT AND TIGH EN. ON THE OTHER END OF THE CHAIN, SLIDE THE S-HOOK THR OGH A LOOP IN THE CHAIN AND THROUGH AN AVAILABLE HOLE IN A,E HORIZONTAL ANGLE. CLOSE THE LOOPS IN THE S-HOOK TO PREVtNT THE S-HOOK FROM DISENGAGING THE CHAIN OR HORIZONTAL ANGLE. ATTACH THE SMALL FLAT LOOP END OF THE PROVIDED SHORT CHAIN TO '',E KEY RING ON THE HITCH PIN. ATTACH THE LARGE ROUND LOOP ION THE OTHER END OF THE CHAIN TO THE POST WITH A #8 X 3/4" SELF DRILLING SCREW. REPEAT FOR ALL HITCH PINS. TTACHING THE INS TALLA T/ON DECALS AFTEf' INSTALLATION IS COMPLETE, LOCATE AN OBVIOUSLY VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THE POST AND LACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE I!ANT OR AND POST FOR FUTURE REFERENCE - REFER TO FIGURE 5. LABEL18 AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR' 2. AIiPLIED BY INSTALLER - ONE (1) WIND LOAD POST INSTA' LATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR,IIi NEAR END OF SECOND SECTION. 3. A PLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL 1i OR CONSTANT REMINDER TO CONSUMER. -4- Wayne 0o Dalton,. GA-R-A-&r--D=OAR 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 `V1111111111 ///, � •' <,10EN � * No.77945 •y ' /o�Y/v'fe•1.7 �0�'•, STATE OF ;' g�� 1// ONAL '///11111111T1 OWAYNE 4 KORWSH, PE 4576 COUNTY ROM 160 MOUNT HOPE, CHIO FL PE 77945 Ti PE 117868 PROFESSONAL ENGINEER'S SEAL PROMED ONLY FOR LEknCATION OF YnNDL= CONSTRUCTION OETAUS. 6' MA DOOR WIDTH REVISIONS P17 UPDATED TIRE .6 }3 48RACKET HEADER LOCK MINIMUM 2x6 #3 Q HEADER LOCK MINIMUM 2x6 #3 Z HEADER LOCK PINE SOUTHERN PINE BRACKET SOUTHERN PINE BRACKET LUMBER. LUMBER. B' 4' 4' 8' 2) 3/8- SIMPSON TITEN NO SCREW (4) 3/8' SIMPSON TITEN NO SCREW (4) 3/8- DIA. LAC SCREWS ANCHOR WITH A 1 1/4- WASHER AND ANCHOR WITH A 1-1/4' WASHER AND WITH 1-1/4- O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4- AND A MINIMUM EDGE 2-3/4' AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 2-3/4'. DISTANCE OF C. 1-9/32' INTO THE MAIN / SUPPORT MEMBER. DETAIL 1 DETAIL 2 DETAIL 3 MINIMUM 2500 P51 CONCRETE MINIMUM 2000 PSI OROUT FILLED CMU W000 SUPPORT STRUCK RE SjFL MA)(IMUM DESIGN LOAD NOTE, MA)OMUM DESIGN LOAD NOSE,. MAAIMUM DESIGN LOAD DATE NAME CAPACITY OF 2085 LBS. CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 5 24 07 CRT SHEET 1 OF 2 CHECKED DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 P17 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 PSI CONCRETE MIN 2 • 4 SPF (C=0.42) OR BETTER WALL STUD K ALLOWABLE FASTENER NOTT• MAX ALLOWABLE FASTENER LOAD MAY DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. EXCEED THE DIE STRUCTURE D2 y/q• DESIGN OF SUPPORTING STRUCTURE SMALL BE RP NG STRUCTURE SHALL MIN ECCE DIST hIE SOLE RESPONSIBILITY OF THE PROFESSIONAL r oreanNaon m nr �_ _ OF RECORD FOR THE STRUCTURE —� REVISIONS P17 UPDATED 1111LE EXTERIOR x <J SHEATHING .Q J HOLD BACK INTF.fl10R 3/8' SIMPSON "TENJMI SHEATHING 2-3/4' MIN --E0. 5/16' LAG SCREW WITH 6' BETWEEN JAMB 1-9/32' EMBED IN CENTAOFBRACKET LOCARON STUQ t 1/4') FOR Er%C JAMB RACKET LOCATION JAMB BRACKET JAMB BRACKET i/4-20:9/16' 1/4-20K9/16' TRACK DOLT AND TRACK BOLT AND 1/4-20 HEX NU 1/4-20 HEX NUT / TRACK TRACK DIRECT CONCRETE MOIINTING DETAIL CIRF.CT Y/C00 tJ.ONNRNG DETAIL MAX 420 LES PER LAC F'ASTFNELT` `1111111111T�YY, Ap1E J.Ko :' � F '•.•ice _ * : No.77945 STATE OF ,A�`'q' ECG\? ,'1111111111Tt DATE NAME Dw—E s KORN� . PE DRAWN 4 10 13 CRT 4576 =rM ROAD 160 SHEET 2 OF 2 MKUNr HCPL owo CHECKED FL PE 77945 T% PE I1766B DRAWING PART N0. I REV. PROF E5 A-TIG" F %VN DLO SEAL TRUCTEO O ET LS. FOR JAMB CONNECTION SUPPLEMENT 324620 P17 YERIFlGIGb Ci t0NOl0AD CChSTRUCION DETAILS. e 14" MAX 12" MAX 12 MAX / 1 MAX 1� MAX 12 MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS �V 0A Q. • LICENSE'•: riL' is * : No. 7794.5 • Ny _' r 01. ooF�9'lt,�� /ONAL DWAYNE A KORNISH. PE 4576 COUNTY ROAD I6D MOUNT HO'E. ODD R PE 7-5 7X PC 117- PROFMONAL ENGINEER'S SEAL PRD=ED ONLY FOR NFICATION OF WNOLOAD CONSTRUCTION DETAILS 13 GA MIN ❑ TRACK CONTINUOUSS = _/_� - _ '_ - - ------- - -- L AN \ SPLICE PLATE LOCATION I p I SEE SCHEDULE ( I 11 GA MIN (3) 1/4"-20 TRACK CLIP SEE ! OR CARRIAGE BOLT SCHEDULE---`\, j " WITH 1 4 20 NUT / TYPICAL CLIP BOLTING DETAIL 13 GA MIN CONTINUOUS _ TRACK WALL ANGLE ❑ (2) 1/4" X 7/16 SEMI TUBULAR Rlvlrs SEE CLIP DETAIL �. ❑ (1) 1/4"-20 TRACK GA MIN OR CARRIAGE BOLT CLIP SEE \' j� WITH 1/4"-20 NUT SCHEDULE TYPICAL CLIP RIVETING DETAIL LIP LOCATIONS RSW 0.28" „\ 11 GA MIN CLIP SEE SCHEDULE 2 �' \` SEE SCHEDULE . I l ° (1) 1/4"-20 TRACK RACK 13 GA MIN \OR V..TRACK CARRIAGE BOLT CONTINUOUS `WITH 1/4"-20 NUT WALL ANGLE TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DOOR WIDTH MAX PSF 9'-0" +46.0 PSF -52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF 18'-0" +46.0 PSF/-52.0 PSF REVISIONS 2 INCH CK-CLIPS-TEXAS L-ANGLF 'Z-EDOT— IATED - - 6/11/03 UPDATED FORMAT. 2EASED ALLOWABLE '.SSURES TO i.00/-52.00 PSF FOR DOOR WIDTHS. 1NGED "TEXAS WALL 7LE- TO "CONTINUOUS L ANGLE'. ADDED ISTRATE MOUNTING AIL. CHANGED TO .N HD ANCHORS 4/2/07 CHAIN CEO FORMAT. )ED MODELS 9800 8024 WITH OVERLAY TRACK CLIP IEDULE. 8/21/07 UPDATED MODELS IED IN CHARTS. )ATED SPLICE & CUP IEDULES. 9/06/07 UPDATE MOUNTING 'AIL ORAWINGS. r t0/05/07 UPDATED CHARTS TO AINATE THE USE OF . d8 CUP (REPLACED H $9 ACROSS THE 4RO). 10/24/07 UPDATED STEEL JNTINC DETAIL 3 04/11/08 EXPANDED 1-1/2" TO 5/8" DOOR THICKNESS ART UP TO 14' HIGH. r 12/11A ) UPDATED TITLE )CK r 6/2/10 UPDATED TITLE )CK. REMOVED CHART. T 11/15/13 ! UPDATED TITLE )CK. 6/15/17 Wayne Dalton w GARAH DOORS 3395 ADDISON DRIVE PEN(850)4740989032514 DATE NAME DRAWN 8/21/07 GRT CHECKED 8/21 /07 MRB SHEET 1 OF 2 DRAWING PART NO. 307494 REV. P12 TRACK SUPPLEMENT CHART 2 3/4" t1" EDGE DIST E60XX MIN. 1%8V 2-24 MIN 3/16" THICK STEEL FOR MOUNTING 8" 5/16AINTO WALL ANGLE LAG R EQUIVTOMIN .2 —TRACK CLIP SPF OR — _7DETAIL BETTCH 1/4-20x9/16HOLE OF TRACK BOLTAND HOLENS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO S 2 3/4 OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL d WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF d` an HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE HOLE OR PAIR �EACH OF HOLE LOCATIONS OF t� WALL ANGLE 1/4-2Ox9/16" TRACK BOLT AND CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT 11111 TRACK CLIP E J • •'• 7t : NO.77945 S T•••. STATEOyF�?: .,�S/oNgL1ENG.\��. D-E 4 KORNISI• PE 4576 COUNTY ROAD 160 MOUNT HOPE. ONIO FL PE 77945 TX PE 11786B PROFESSIONAL ENONEER•5 SEAL PROVIDED ONLY FOR VERIFICATION OF MNOLOAD CONSTRUCTION DETAILS. REVISIONS 2 INCH CK-CUPS-TEXAS -- nmr=[ZTOOT= ,ATED 6/11/03 UPDATED FORMAT. TEASED ALLOWABLE SSURES TO I.00/-52.00 PSF FOR DOOR WIDTHS. INCED TEXAS WALL ;LE. TO 'CONTINUOUS .L ANGLE'. ADDED ISTRATE MOUNTING AIL, CHANGED TO .N HD ANCHORS 4/2/07 CHANCED FORMAT. )ED MODELS 9800 1 8D24 WITH OVERLAY TRACK CUP IEDULE. • 8/21/07 SATED SPLICE k CUP EDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO IINATE THE USE OF #8 CUP (REPLACED 1 ®9 ACROSS THE AD). 10/24/07 UPDATED STEEL 1NTING DETAIL 04/11/O8 EXPANDED 1-1/2- TO I/B' DOOR THICKNESS IRT UP TO 14• HIGH. 12/11/OB ADDED MODEL 8700. IATED TITLE BLOCK 6/2/10 UPDATED TITLE ICK. REMOVED CHART. 11/15/13 ,UPDATED TITLE CK. 6/15/17 Wayne DATE NAME _ DRAWN 8/21/07 1 CRT Dalton. GARAGE DOORS CHECKED 8/21/07 MRB SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. REV. TRACK SUPPLEMENT CHART PENSACOLA, FLORIDA 307494 1 P12