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HomeMy WebLinkAboutPRODUCT APPROVAL SECTIONAL EXTERIOR DOOR ASSEBLIESt r t � � r rsy a� r, •. S1 J r' Ci ' I I I ppptiattp r :nsggj�pElrn ,on PRbivixlorrs .cotrigcrndoq aCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I b a p Product Approval f 4-00 USER: Public User Product A.proval Menu > Product cr Aopllcatlon Search > Application Llst > Application Detail Mes oCp FL # FL9174=R12 G\H0 NCo {er Application Type Revision Z690 d \ot 5 Code Version 2017 MeadO�O O2-p549 Application Status Approved peCm\to 1$ Comments Archived Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL.32514 (856)475-6197 Mark—qaron@Overhea.ddoor.com Authorized Signature Mark Garon Mark_Garon@Overheaddoor,com Technical Representative Mark Garon} Address/Phone/Email 3395 Addison Dr, Pensacola, FL 32514 r3 ` (850) 474-9490` Mark Garon@Ovecheaddoor.com V� Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Reportfrom a Florida, Registered Architect or a Licensed Florida Professional Engineer i l Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Gordon Thomas Evaluation Report Florida License PE-46718 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Jeffrey P, Arneson, P,E, A, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL9174 R12 COI Gordon Tomas COI 2017.PDF Standard Year DASMA-108 2012, DASMi4-115 a 2012 er, Product Approval Method Method 1 Option D Date Submitted 08/11/2017 Date Validated 01/02/2018 Date Pending FBC Approval 01/02/2018 Date Approved 02/13/2018 Summary of Products FL # Model, Number or Name Description 9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0228-318958-P8 S.odf Approved for use outside HVHZ: Yes FL9174 R12 11 307494 P11 Track Supplement Chart slUned.pdf Impact Resistant: Yes FL9174 R12 II 324620 P16 Jamb Connection Am ggned.odf Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE W 2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0229-318959-P9 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 FL9174 R12 II 307494 P11 Track Supplement Chart slgngd.pdf FL9174 R12 II 324620 P16 Jamb Connection jW sWned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes bome debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.3 5120 / 6100 / 9100 #0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0230-318960-PIO S.gdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sianed.pdf FL9174 R12 II 324620 P16 Jamb, Connection Suy-_0ned.Rdf Impact Resistant: Yes Design Pressure: +25.90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-OOIRZ Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.4 5120 / 6100 / 9100 #0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No EL9174 R12 II 0231-318996-P6 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12 Il 324620 P16 Jamb Connection Supp_,loned.pdf Impact Resistant: Yes Verifled By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.5 5120 / 6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0234-319022-P6 S.Rdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart Npned.pdf FL9174 R12 II 324620 P16 Jamb Conneetlen 5mpp sianed.pdf Impact Resistant: Yes Verifed By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +43.20/-49.60 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Llinits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0235-319023-P7 S.pd Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: FL9174 R12 IT 307494 P11 Track Supplement Chart siangd,Wff FL9174 R12 II 319040 P1 Post Istall Instructions slgned.pdf FI 9174 R12 II 324620 P16 Jamb Connection Supp signed:pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE WD2017=001R2 Evaluation Report - FL 9174 PDF Created by Independent Third Party: ° Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max.section heightZi". Glazing available in top or Intermediate section. Limits of Use Installation. Instructions Approved for use in HVHZ: No FL9174 R12 II 0232-318999-P6 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +12.40/-13.80 FL9174 R12 II 3074.94 P11 Track Supplement Chart signepdf d. FL9174 R12 II 324620 P16 Jamb Connection Sump signed.Ddf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement door. FL9174 R12 AE W02017-001-112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R33II 0233-319000-P6 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: No FL9174 R12 II 307494 P31 Track Supplement Chart signed.pdf FL9174 R12 II 324620 P16 Jamb Connection Supp_ slgned.pdf Design Pressure: +18.5,0/-20.70 Verified By: Gordon Thomas P:E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party:" Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE WD20176001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. 9174.9 5120 / 9100 #0236 18' Max width. 8' Max, height. Max section height 21" . Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0236-319024-P7, S.pdf Approved for use outside HVHZ: Yes FL9174 R12" II 307494 P11 Track Supplement Chart signed.pdf FL9174 R12. II 319040 PI Post Istall Instructions signed.odf Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: FL9174 R12 II 324620 P16 Jamb Connection Supp signed.nd Verified By: Gordon Thomas P:E.'FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00r1112 Evaluation Report - FL 9174.POF Created by Independent Third Party: Yes 9174.10" 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21", Glazing - available in top or intermediate section. Limits of .Use Installation Instructions Approved,for use in HVHZ: No FL9174 R12 iI 0237-319025-P7 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R12 III 307494 Oil Track Supplement :Chart signed.pdf FL9174 R12 II 319040 PI Post Istall Instructions sianed.pdf FL9174 R12' II 324620 P16 Jamb Connection Supp' signed.gdf Design Pressure: +39.20/-43.70 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by Independent Third Party: Yes Evaluation Reports. FL9174 R12- AE WD2017-001R2. Evaluation Report - FL 9174.PDF Created by Independent Third 'Party: Yes 9174.11 5120/5140/6100/9100/9400/9600 '9' Max. width. 10' Max height. Max section height 24". Glazing #0600 available in top or intermediate section. Limits of Use Installation Instructions Approved -for use in HVHZ: No Fl,91.74 R12 II 0600=31.9026-125 S.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 FL9174 R12 II 307494 P11 Track Supplement Chart signed.pd FL9174 R12 II 324620 P16 Jamb Connection SmRR.5?°Ded.pdf Verified By: Gordon Thomas P.E. FLORIDA ,PE 467A Other: Doors with glazing shall not be used in the wind- borne debris region Unless protected or unless structure is. Created by Independent Third Party:' Yes Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 #0601 9' Max width. 10' Max height, Max section height 24" Glazing available in top or,intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 I1 0601-319027-P5 S.pdf Approved for use outside HVHZ: Yes FL9174 R12 iI 307494 P11 Track Supplement Chart sicined.pdf I:hpact Resistant: Yes Design Pressure: +41.00/-46.30 Other: FL9174 R12 II 324620 P16 Jamb Connection Sunn slaned.ndf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE WD2017-001112 Evaluatlon Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing #0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0602-319028-P6 S.gdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sidned.odf FL9174 R12 II 324620 P16 Jamb Connection Sunp sioned.odf Impact Resistant: No Design Pressure: +1S.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used In the wind- Created by Independent Third Party: Yes_ borne debris region unless protected or unless structure Is Evaluation Reports designed as partially enclosed or door Is a replacement FL9174 R12 AE W132017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing #0603 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0603-319029-116 S.odf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart siened.Rdf Impact Resistant: No FL9174 Rig II 324620 P16 Jamb Connection Supn sianed.odf Design Pressure: +23.00/-25.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation Report - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.15 I5120/5140/6100/9100/9400/9600 #0604 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 16' Max width. 8' Max height. Max section height 24" Glazing available In top or Intermediate section. Installation Instructions FL9174 R12 II 0604-319030-P6 S.odf FL9174 R12 II 307494 P11 Track SURRlement Chart slaned.odf FL9174 R12 II 319040 Pi Post Istall Instructions sloned.od FL9174 R12 II 324620 P16 Jamb Connection SUpj slaned.ndf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluatlon Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.16 15120/5140/6100/9100/9400/9600 118' Max width. 10' Max height. Max section height 24". Glazing #0605 available In top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R12 II 0605-312031-P5 S.Rdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.pdf Impact Resistant: No FL9174 R12 II 324620 P16 Jamb Connection Suw—pgned.odf Design Pressure: +15.30/-17.00 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE WD2017-001112 Evaluation ReRRrt - FL 9174.PDF door. Created by Independent Third Party: Yes 9174.17 I5120/5140/6100/9100/9400/9600 #0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- bome debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.18 I5120/5140/6100/9100/9400/9600 #0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 18' Max width. 8' Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 R12 II 0606-319032-P7 S.odf FL9174 R12 II 307494 P11 Track Supplement Chart sloned.pdf FL9174 R12 II 319040 PI Post Istall Instructions slaned.Ddf f FL2174 R12 II 324629 Jamb Connection Sug; *ned.pdf Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 R12 II 0609-319035-P6 S.pdf FL2174 R12 II 307494 P11 Track Supplement Chart sl ngd.odf FL9174 R12 II 319040 PI Post Istall Instructions sloned.ndf FL9174 R12 II 324620 P16 Jamb Connection Sunp_,&jgned.od Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Created by Independent Third Party: Yes Evaluation Reports FL9174 R12 AE WD2017-001112 Evaluation Reeort - FL 9174.PDF Created by Independent Third Party: Yes 9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Umits of Use Installation Instructions Approved for use in HVHZ: No EL9174 R12 lI 0608-319034-P5 S.Ddf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track SuRRWment Chart slaned.odf EL9174 R12 11 324620 P16_lamb Connection SMpj elnned.odf Impact Resistant: No Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used In the wind- borne debris region unless protected or unless structure Is Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement door. FL9174 R12 AE WO2017-001112 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes 9174.20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available In top or intermediate section. Limits of Use Installation Instructions Approved for use In HVHZ: No FL9174 R12 II 0607-319033-P6 S.(Zdf Approved for use outside HVHZ: Yes FL9174 R12 II 307494 P11 Track Supplement Chart sloned.odf Impact Resistant: No Design Pressure: +25.90/-28.80 FL9174 R12 II 324620 P16 Jamb Connection jURp sianed.Ddf Verifed By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R12 AE W02017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent Third Party: Yes door. Back Next Contact Us : i 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, rWjbht 2007-2013 State of Florida.:: Prlvaar Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the oflke by phone or by traditional mall. If you have any questions, please contact OSOAS7.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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 dldc hUL. Product Approval Accepts: ® BE ®® Credit Card Safe NerF'• L, NORM SS13 i RESISTANT MINIMUMS6 Cr ZNGBOS K 1 na OUTER FRAME AND SC IBNWUM OF (6)-F3i1' SCR SHOWN ON THIS DRAWING. CLADNC�SHALL HAKE A WXMUM HEIGHT OF'.13.75' AND.A. MA)OMUM LEND. OF 16.75.. GLAZING is NOT IMPACT RESISTANT A" DOES NOT MEET THE REGJRdENTS FOR WND-BORNE DEBRIS RECoNS.12 'AZM SECTION REQUIRES 18 CAJ-S1RUr SCREWED TO LOWER INTEGRAL, FOB OF SECTION AND OPERATOH,mLE TO BE FACTORY. INSTALLED. INSTALLER-SHALLREAD INSTALL (1) 1/4-14i7/6' SELF DWLLING ,CRIMPTTE SCREW TO ATTACH :THE J=STRUT TO THE INTEGRAL RID AND OIkTRAIpi STILE AT THE OENTERLIE cvrE DOOR PER DETAIL ON SIEET-7. 2. IMPACT RESISTANT OIAZNC OPTION - IMPACT RESISTANT GAZING SYSTEM MAYBEINSTALLED IN TOP OR INTERMEDIATE SECTION (MATH OR WITHOUT DECORATIVE INSERTS), GAZING SHALL BE 1/4' MAKROLON-Aft' POLYCMBCHAIE OR EQUAL GLAZING SHALL HAVE A MA)OWM HEIGHT O' 15.21' AND A I] W HCMIZ AMCLE 1J W FUG ANGLE• 16 CA WN MOM TRACK LAC LAC SCREWS (MN 3 AS SHOWN) 16 CA MIN VERY - TRACK UPPER INTEGRAL RIB-(SM DETAIL J SHEET 2). IB GA J-STRUT SCREWED TO LGACR INTEGRAL RID Or SECTION AND OPERATOR STILE 10.8E FACTORY INSTALLED. TKTAIiFR SHALL F&LDiL a (1) 1/4-14.7/e' SELF % ORWw6 CRIMPTIIE SCREW AITACN IRE J-SRDIT TO THE INTEGRAL RB AND OPERATOR STILE AT THE 1S W STIF/ENED 5 CA BRACKETS ETS CENTEALNE OF THE DOOR PER DETAIL F.ON SEET Z SEE �BtAC FOR EE SCH LOCATIONN, J. VINYL 43R.IWOdt) DOORSTOP NAILED A MAMUM OF AND TYPE 'O' O.C. MUSTOVERLAP TOP AND BOTH.ENOS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES KEY LOCK OR SLIDE LOCK 4. KEY LOCK OR'SLIDE LOCKS REWIRED. BOIN ENDS (SEE NOTE 4). . - S, SECTION SMALL BE CONSTRUCTED WITH .FOAMED IN SAE -LOCK SHOWN FOR - CLATBTY PUCE POLYURETHAKE FOAM INSULATION OEMC/LLY BONDED'YO JD GA-W MOM FACER STEEL AND A POLYLAMIMATE BACKER, OR 37 GA STEEL BACKER. END NO7F" E4T SECTION DEPTH. TO HAMS A MINIMUM I. DEP S98 DOORt SHOWN. 6. ME DESIGN OF ME SUPPORTING STRUCTURAL SEE T 2 FOR U-BSHEET LOCATIONS ON ELEMENTS SHALL -BE THE RESPONSIBIITY OF THE DOORS VAIN OTHER PROFESSIONAL OF RECORD FOR,THE BUILDING OR SECTION STRUCTURE .AND IN ACCORDANCE WITH CURRENT E TES I AND SEE: NOTES 1 BUIDINC CODES FOR THE LOADS LISTED ON THIS - .AND 2 CT THIS DRAWN G SHEET FOR GLAZING 7. DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL GRADE OPTION LUMBER REFER'TO JAMB CONNECTION UPPLEYFNT- FOR'ATTACHUENT TO SUPPORTING STRUCTURE. 6. LGMR OPTION - ,ONO' MNIMIAI LGIIVFRS N MOLDED FRAMES SCREWED TOGETHER w1N. A I4NWUU OF.(8)./6.1' SCIEWS'MTALLED IN THE.BOTTOM SECTOR. TOOMIS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REOLAROIENTS FOR WHO -BORNE DEBRIS REGIONS LCULERED SECTION REOURE9 OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERLINE OF THE DOOR, ,`LL11111(ll", DOCil GA EA CAP JAMB BRACKET SCHEDULE HEIGHT HOKM NC. OF 5[CnaRS N BRAC(E15 (EACH JAMB) TRACK TYPE BRACKETS MEA9RED FROM BOTTOM OF TRACIL (ALL DIMENSIONS A 27 1 S C JB 4}I/{ C. 63 JO Y-0' { S FAT ,O . 1 JO 75-3 { . JO . ♦ � . 8}I/1 JB B'-0' S e O ••, JB 13' C . 7]' J13, 31' .D ; 47-1 L' C 6Y C B'-0' S 6 FAT JB . 10' 21-] 4' , 66' JB B'-D'/WG1 LFT PITCH SEE NOTE BFLDW` UcE .Fw' i YIN'S• No. o _`* a77 "D ~' NOW, (.6) FOLLOWING. DIMENSION DENOTES SLOTTED JAMB BRACKET wz 0m •• STAZE.OF �Q'� ATTACHED TO TRACK WITH 1/{ 20.9/I6' TRACK BOLT AND WT. •'•�ORION • ���` (C) FOLLOAIN6�. DMIENSION DENOTES MICC INSTALL JAMB BRACKL ,•' '•••••... �!` �� O/yAL �NYL�.� INSTALLED IN BUTTERFLY SLOT: NO ADDITIONAL' HARDWARE NEEDED 10 ATTACH TO TRACK: Wayne 1111111I11LL ALL DOORS wTH NCI LIFT AND/OR ROOF PITCH REQUIRE USE OF Dalton_ CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR OKMWE A KCR tRL K 43" c TV "All DETAILS. -GARAGE DOORS 150 R K 7NWlR K 1 e CW9GR Or 'DOOR 00 / PAA01HT590HAL DJa1TRs AIL PADVM OQY FCII PENSACOLA. FLORIDA S2314 %Vy ATbI or MNvUM0 COP61PUC=0 vff A 850 a7.=96D0 18 W OPERATOR STILE I ADHERED TO CENTER OF f DOOR ' �- LOADS ON � . • ` FR65/10/96 TINC STRUCTURE ED SHORT PANEL OPTION(NOTE1)O/O6 ED IMPACT NCE TO DOORB .JAMB BRACKET tAT Z' LOCATION. MODIFIED E 9 TO STATE THAT IERS ARE NOT tMPAC STATT. O/6/07 MODIFED JAMB CNET SCHEDULE. FOR OPTION. ADDED LHR OK DETAIL SHEET 2. T 7/22/06 LWD0.7ED TITLE BLOCK i 6/26/10 I .7 ER]1570 j ED 9605. AND INSTALLED ST SYSTEM TE CENTER 70 0 latE'OF THE OGOR. SEE WAOLOAD POST INSTALLATION INSTRUCTIONS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE YAX MAX UtOFGa POINT LOAD AT MEAGER AND DOOR ODOR LOAD EACH SLAS, AT EACH ,POST wDTH NDaRr JAMB f LocAnoN Y-0' 16a6 -2N. +1617.0 -1802.6 16J-0' W-0' *1BG6" -224. +1937.5-20465 A 1 IPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21" CHECKED 4/6/06 MRB MODELS 5120/9100/9605 SHEET 1 OF 2 DRAWING PART N0. REV. V41NDLOAD SPECIFICATION OPTION CODE 0237 319025' P7 13 G ADJUSTABLE TOP RXTURE ATTACHED TO PRE -PUNCHED HOLES / • - 1 IN BOTTOM - U-BAR �T2) 1/ /d DETAIL A 13 G ROLLER SIDE ATTACHED TO PRE -PUNCHED HOLM N TOP OF U-BAR WIN, ( )) 1/MINAS/:' C lMPTIlE SCREWS USE ETMa f101E N SIDE TO ENSURE PROPER AUCeIOIT OF NO1FR5 IS G IslltE ATTACH WIN (4) 1/4-l4d/C CtIIPTITE 9QE15 (2 OF WIDCH ARE FACIGRY ATTACHED) 2' NTEON ` SIORYGRD ROLLER WITH 4-1/r SIFL DETAIL B 16 G HFN2< ATTACHED DM 1/h2 CMP7ITE SCREWS AND (1) 1/4-14u/ESELF DRILLING =EAREACTORYF SEIEW (2 OF 1E4CH ATTD DIET 3 D WITCH ARE FEAR AND I OF INTO 70P IFAF, AND 1 OF WHICH IS =INSTALLED THIN PR£ -PUNCHED NOTE R - U-BAR 12 CA BOTTOM BRACKET FACTORY ATTACHED WITH (3) 1 4-1HG ' DTf FOR NPACT RESiSTA1tC♦: BOTTOM BNACEf MUST BE S CIRM TO DKE BOTTOM ... U-BAR NTH (2) Uggl " DETAIL D SE IMPACT BOTTOM BBACHET DETAIL PITS SHEET. ..11111111r•. -PLACE U-BAR OVER INTEGRAL RO 13 G ADXSFABIE r1H THE (6) PRE-PUNCM NOTES EACH EEO FACING UPWARD TOP FTXIURE NO ATTACH TNIU END CAP AT EACH END ND1 (2) 11hl4•7 SELF �1I FOR STANDARD TRACK Am I/h14d/6' SfIF DRBIING ='N SCEW^ FOR EOM HEADROOM TRACK (2 OF MUCH u . . ARE USED TO ATTACKED THE TOP BRACKET AS SHOWN} LOW HEADROOM TRACK -PLACE U-SAR am NTEC AL DETAIL A YETm 11E (6i PRE -PUNCHED, B1OE5 [ACH DO FACING UPWAM AM ATTACH THIN FRB CHIP AT 1lSED ONLY ON IMPACT • ' 1 CAM SECTION - 11 FACT END VRN (2) 1/4-NA G Rd60RC:MEHT SELF OR1LLN0 CR1�711E FXC6PML U-BAR PLACED OVER TOP RIB CH THE BOTTOM BRACKET ATTACHED WITH 4) 1 107/6' SELF' G SECTION SHALL ONLY BE OWTIIE SCRws (2 ATTACHED THIN END GP AT TIROUGI BOTH EACH DD SELF =ZV fA )r111 (Q V1/{-IsJ BRACKET AU-BAR) LOCATED ON THE BOTTOM RANGE DETAIL J OF THE U-BAR mom- ONE TO QEARANCS REQUIRED TO DISTALL 5ETE16 AT 1 1/4-14N7/E' S0F CDUING WINPIITE TH OF DOS OF 111E U-�" ALL AT fEN7ER IS OF DOOR 111R11 t1 BARS BE INSTANCED CH i-STRUT ! OPERATOR BRACKET SECTIONS POOR 10 INSTAUMC NO1FL JP-STRME ! sOUtEWI Aar IEC/diED ROLLER SIDES AND TOP FlrTURE ITAaD1 SECIHONS SEE MOTES I ! 2 am THE U-BARS. SEE ATIAWIQNT NOTES CH D" SHEET. (SI 1/h14d/S •PLACE U-BAR OVER INTEGRAL CRIMP7TTE RS AM ATTACH NTH (2) 1/4-2DU/r COMPTITE 9OMM Doi PRE -RACED HOES AT SWAP EACH NIFRlOpAIE VINE ACKEF 1D01DOM EI THRU PANC£ OF U-BM ANO DOTTOM NNCE LEAF AID 1 DON NEB OF U-SAR AND NTSCM RB OF SEL7UON7 F]KfAP U AT AIM. LL CD(7C(10N5 REOCRNO A STRAP BRAD=. (1) 10I01 H'a1 1/hlsd/6' SlF DIOLND COPDE SLEW N4L BC USED. ygF <RLLNC i •na Sqt/ M BACKED M 3-I/Y 0.1 1/C BEAD STRUC SEALAI EOUN 0: STATE OFFACER ' FONAillt,%Y.. L/uE•,.� oTNAWc a NBONDL R HNON-3 Mi' aT• mNrr mHe re WHOM n Pc w�i �0inels �� TIN 0A� p SUL � �RTA{�i DETAIL E POST RIN 6w IA ED I® ATTACH BOTTOM BAAO TO BOTTOM U-BAR WITH (2) a LOCATEDfEi INTEGRAL SHOWN - 1t4-NIO/D' SELF DRILLING C lWPIITE SfRET15 ' (4) SECTION DOORS WITH (5) r. 10 GA. ED IS U-BARS LOCATED DYER tPIWMAL R IS AS IMPACT BOTTOM T SHOWN BARED w oNP�T GLAZED DOOR) \ FIAT WASAER§---- , • --3 - - DETAIL F I OV@ INTEGRAL RID XIIN M CLEAR • LET AM ATTACH P AT EACH ETD OHM / POST C47/B' $CIF FIDE SCRFI AS 1/2-IL3-1/!' LSE (1) tE]K BOLT ! IRK SELF DRLLND tEW ACROSS NNE ,\ HE BOTFDU U-BAR -PUNCHED HOLE AT / LOCATION. USE (0 P-PUTIO® SE 3dF3^ORIL M • ` - • J BOTTOM MS SCREWS LOCK UNLESSDETAIL G PLATE um E �S DECORAINVE VA POLYCARSOMATE \VIC J . Wayne _ of® Dalton. GARAGE DOORS — •k 01V14ON OF aM3 WAO DOM CO DETAIL N 3MAC AONSOH DNIE SD14 PDISA5501 6S0 174-a6aD 74-C 2300 PS Sam CONCRETE P.046WI1 SLAB AT 6' NN ETE DETAIL 11_-fl66.6II64s�i�5 1. ALL U-BARS SMALL EE PIA® OVER INTEGRAL RIBS AND ATTACKED TIM PRE -PUNCHED HOLES WITH (2) 1/4-14d/6' ORMPTITE SCREWS AT EACH INTERMEDIATE H rME LOCATION, (2) 1/4-140/C SELF ORADMG CRNPTTE SOREOS AT EACH END CAP (DaiPT BOTH U-BULS ON BOTTOM SECTION - SEE Me AM O I1E5 9W>:4 (2) 1 4-146/b' amwB1E 1N7ERlOLGIE HC10E�LOCA11011, LAM (1) 1/4 AwD W1ATIE SCiFA1 APPR0701AIELT S TROY EACH FAQ THERE SHALL BE A TOTAL OF (20) SCEWS ATTACHING EACH U-OAR EXCEPT ®OM U-BARS OR M W SECTION SHALL HAVE A TOTAL OF (10) SOEY6 EACL 2. WITH THE EXCEPTION OF THE__(0) PIE-PL001 D NOES N THE TOP 6 EACH ETD USED EFORK MIANWT OF TIE ROLLER STIES ANTI 1fE 6 PIE -PLACED HOLES IN THE US TOP RXI AND UNLESS NOTED OTHERWISE CH DOS Borrou FOR THE ATTACHMENT OF THE SPECPGTION DRAVM ALL PRE-PUNCKED HOLES N ALL U-eARS SHALL BE ATTACHED 70 THE DOOR VAIN 1/4-14d/d CSIPDTE SCREUS 3. le GA U-OARS SMALL BE STAIPED'40' APPROONITELY 6' FROM EACH END, REVISIONS REINSED USED DESCH LOADS OI RING STRUCTURE Molds ADDED SHORT PANEL D OPTION (NOTE 1) 3TADOTD DFACT CE TO DOOR. 8 JAMS BRACKET T 2. LOCATION. II f TO STATE THAT ARE NOT DNPAC T. ODORS T 6YOZETD .HAWS 16 INL IRS SC EDUIE FOR AT OPTIM ADOM UR N DETAIL BEET 2 6 4A7/HWI ABBED DPACT TUNT G AWC. CONCRETE DETAIL T 2 ADDED TEXAS FRAMER TO TIDE CHANGED YER M ADDED wMLOViIFT ROOF PITCH TRACK TA2M I COATED DTIE BLOCK MODELS 5120/9100/9605 sw 2 OF 2 DRAWING PART NO. REV, WINDLOAD SPECIFICATION OPTION CODE 0237 319025 P7 14" MAX 12" MAX 12" MAX I I 12" MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. DRAM[ A NOMUS1. PC 4376 COUNTY ROAD 10 maw FLP ;1 IN E. [ 1 7d{B PRDIY9001 WMIZ 'S SEAL PROVDED CHLY FDR VIMCAVON W WMMOA0 CO"STROCDON DETAILS PLATE LOCATION :HEDULE CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE 13 GA MIS CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TYPICAL CLIP OLTING DETAII '4"-20 TRACK ,RRIAGE BOLT /4"-20 NUT 13 GA MIN CONTINUOUS TRACK WALL ANGLE .` (2) 1/4" X j i 7/16 SEMI j i TUBULAR _ _ I RIVITS j O ! (1) 1/4"-20 TRACK 11 GA �'� OR CARRIAGE BOLT CLIP SEEN SCHEDULE WITH 1/4"-20 NUT +/ TYPICAL CLIP RIVETING DETAIL L ANGLE 12 FOOT HATED 1 O/11/03 UPDATED FORMAL REAM ALLOWABLE SSIRLS 70 1 .00 SLOG PSF FOR OOCL wOTNS. MED 'TEXAS WALL w TO CONTINUOUS L ANGLE•. ADDED iS9RATF MOUNTING AIL CHANGED TO IN HD ANCHORS ' 4,"7 CHANGED FORMAL CD MODELS 9800 I OD24 WITH OVERLAY TRAGIC CLIP EDULL 0/21/07 CLIP I CHARTS TO E USE OF 04/11/08 P9 EXPANDED 1-1/2' TO 0.28" �11 GA MIN CLIP 1-3/T e' 1P000RToTHICKNESS w 1Uti1. 2 SEE SCHEDULE 1z/1,/a9 ! " '1 IS a�ATED TITLE I p j 6/2/10 BUD 1 (1) 1/4"-20 TRACK UPDATED TITHE 13 GA -MIN t % OR CARRIAGE BOLT 1T REMOVED CHART- OL CONTINUOUS i! WITH 1/4"-20 NUT vrroATED TITLE WALL ANGLE TRACK5h7 Q: U00, CFJV, •.: J/� i * - NO. 7794E s QTC : 8ZATE OF ANAL 0N\\\\\\ /) 11 IIIIti \ TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MOR D WID 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 A'' no e A � ® ^ � r j 3395 ADDISON DRIVE PENSWO) 4-98A 32514 (BRED) 474-9890 DATE NAME DRAWN 8/21/07 GRT CHEq(ED 8/21/07 MRB SHEET 1 OF 2 DRANANG PART NO. 307494 I REV. P11 ACK SUPPLEMENT CHART 2 3/4" f1" EDGE DIST 5/16" x 1-5/B" LAG SCREW OR EQUIVALENT INTO MIN 2x6NO.2 SPF (G=0.42) OR _ BETTER AT EACH HOLE OR PAIR OF HOLE LOCATIONS MOUNTING TO WOOD JAMB DETAI' 2 3/4" MIN EDGE DIST ..4. i un1'iemlaHir � la MWNT HGPE. ONTO HE PE 77N3 7N IL 117=5 oNu Dwxm. SEAL vaovDED . FOR VC16itGWN K f�CtDAO WNf1R000ON OETNm E60XX MIN. la 2-24 118 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN WALL ANGLE TRACK CLI 1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT MOUNTING TO STEEL DETAIL OPTIONAL: WALL ANGLE MAY BE ATTACHED TO SUPPORTING STEEL WITH MIN. (1) 1 /4-20x7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI 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 CUP Q:ip * • No. 77945 Z wo 70 -'• STATE OF - :DIVAL ,HrHlttt� TRACK SUPPLEMENT CHART REVISIONS P2 2 NCH TRACK -CUPS -TEXAS ' WALL ANGLE 12 FOOT UPDATED 9%° 1l/OS P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO Z00/-SLOO PSF FOR Doan WID7HS CHANCED TEXAS WALL AHGLr TO *CONTINUOUS , WALL ANGLE.'. ADDED SUBSTRATE MOUNTING DETAIL CHARGED TO TIIEN HD ANCHORS car 4/2/07 4 CHANGED FORMAT. ADDED MODELS 980G AND 8024 "IN OVERLAY ID TRACIC CLIP SCKEDUUEL CRT 8/21/07 s UPDATED MODELS LISTED IN CHARTS UPDATED SPUCE & CUP OLP 9/05/07 PS UPDATE MOUNTING DETAIL DRAWNGS GRT 10/05/°7 7 UPDATED CHARTS TO ELIMINATE THE USE OF WITH 08 09 GROSS DIE ° eoAaD}. 10/2 m UPDATED STEEL OUNIING DETAIL 04r1/OB DWANDEO 1-1/2- TO W DOOR T10CIOHESS RT UP TO 14, HIW. 12/11/08 ADDED MODEL 6700. ATED TITLE BLOCS 6/2/10 UPDATED TIRE X REMOVED CHANT. 11/15/13 UPDATED TITLE 3L 5/15/17 Wayne NAUE ®Dalton.. GARAGE DOORS DRAWN 9 ,2A1 G7 cwcKED 8/21/07 Im SHEET 2 OF 2 3395 ADDISON DRIVE DRAVANG PART NO. REV. 'ENSACOLA. FLORIDA 32514 (850) 474-BB90 307494 P11 Wayne ®Dalton. wame-Odle„ Corp. P.O. Bo 67 NL Hooppe 0H 44660 W i n d l o a d Post eel) 827— T www.wa)ne—dalton.com MODELS 5120/5145/9100/9405/9600/9605 Installation Instructions .��p`(N •► K0''� * : No- 77945 • c :'p '• . StgrE OF G '� • '•:�Zo . ; Ali RIDA . • °• Na� M. 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. ©Copyright 2006 Wayne —Dalton Corp. Part No. 319040 Pt , Wind Load Post Installation Instructions STEP 1! ATTACH THE HEADER LOCK BRACKET TO THE HEADER USING THE (4) 5/16"0-5/8" LAG SCREWS PROVIDED AS SHOWN IN FIGURE 1. THE HEADER LOCK BRACKET SHOULD BE IN LINE WITH THE INTERMEDIATE HINGES WHERE THE POST IS TO BE INSTALLED AND LOCATED SUCH THAT THE BOTTOM OF THE BRACKET IS APPROXIMATELY 2-1/2" ABOVE THE TOP OF THE DOOR. NOTE: DRYWALL OR ANY OTHER SACRIFICIAL MATERIAL COVERING THE HEADER MUST BE REMOVED PRIOR TO INSTALLING THE HEADER LOCK BRACKET AND REPLACED WITH THE SAME THICKNESS OF WOOD. IF THIS PROCESS IS REQUIRED, THE LENGTH OF THE LAG SCREWS MUST BE INCREASED ACCORDINGLY TO INCLUDE THE THICKNESS OF THE WOOD SO THAT A MINIMUM OF 1-1/2" OF LAG SCREW PENETRATION INTO THE HEADER IS MAINTAINED. , STEP 2: ALIGN THE LARGE DIAMETER HOLE IN THE TOP PLATE EXTENSION WITH THE THIRD HOLE IN THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 FOR MODELS 5120/5145/9100/9405/9600/9605 OR THE MIDDLE HOLE AS SHOWN IN FIGURE 2. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12x1" SELF DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE. SLIDE THE OPPOSITE END OF THE INNER POST INTO ONE END OF THE OUTER POST. STEP 3: PLACE THE POST ASSEMBLY FROM STEP 2 INTO POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. ALLOW THE OUTER POST TO SLIDE DOWN THE INNER POST UNTIL THE BOTTOM OF THE OUTER POST RESTS ON THE FLOOR. PLUMB THE POST ASSEMBLY. STEP 4: ENSURING THE POST ASSEMBLY IS PLUMB, TRACE THE OUTLINE OF THE BOTTOM OF THE OUTER POST ON THE FLOOR. REMOVE THE POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOCATE THE CENTER OF THE TRACED OUTLINE BY CONNECTING THE CORNERS TO FORM AN Y. AT THE INTERSECTION OF THE Y, DRILL A 5/8" DIAMETER HOLE A MINIMUM OF 3-1/2" DEEP INTO THE FLOOR. CLEAN OUST OUT OF HOLE. STEtP5 ASSEMBLE THE BOTTOM LOCK PLATE BY SLIDING (1) 1/2-13x3-1/2" BOLT DOWN THROUGH THE TOP THE BRACKET AND SECURING NTH THE HEX NUT FROM BELOW. ATTACH THE BOTTOM LOCK PLATE TO THE BOTTOM OF THE OUTER POST WITH (4) 5/16-12x1" SELF DRILLING SCREWS AS SHOWN IN FIGURE 3• TOP 'PLATE HEADER ' ' - EXTENSION TOP HEADER LOCK / 7PLATE CK BRACKET -� r 2-1/2" f (4) 5/16x1-5/8" /4) 5/16-12x1" LAG SCREWS \ SELF DRILLING 5/16-18x2-1/2" '-' SCREWS HEX BOLT & NUT FIGURE 1 INNER POST MODELS 5120, 514W400 9600 HEADER HEADER BRACKEI (4) 5/160-5/8" LAG SCREWS 5/16-18x2-1/2" HEX BOLT & NUT- (3) 1/4-140/8" SELF DRILLING CRIMPTITE SCREWS STRAP BRACKET-� 5/16" HITCH PIN- (2) 5/16-12x1" SELF DRILLING 'SCREWS W/ 5/16 FLAT WASHERS- 1/2-13x3-1/2" HEX BOLT & NUT (4) 5/16-12x1" SELF DRILLING SCREWS -2- FIGURE 2 MODEL 6100 FIGURE .3 PLATE 'ENSIGN ' LOCK ATE (4) 5/16-12x1"I SELF DRILLING SCREWS INNER POST I LOCK PLATE 1/2-13 HEX NUT Wind Load Post Installation Instructions (3) 1/4-147/8" SELF DRILLING PLLAACEE THE POST ASSEMBLY INTO POSITION CRIMPTITE SCREW, BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION STRAP SEATS IN THE BOTTOM OF THE NOTCH. BRACKET ALLOWING THE OUTER POST TO SLIDE DOWN THE INNER POST, INSERT THE 1/2-130-1/2" BOLT AT THE BOTTOM OF OUTER POST INTO) THE HOLE IN THE HITCH PIN----' FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK (2) 5/16-120" PLATE MUST REST ON THE FLOOR. SELF DRILLING SCREWS STEP 7: FLAT WASHERS — ATTACH ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U-BARS WITH (3) 1/4-147/8" SELF DRILLING CRIMPTITE SCREWS EACH (1) THROUGH THE HOLE IN THE STRAP BRACKET AND THE HOLE IN THE U-BAR AND HINGE AND (2) VERTICALLY INTO THE U-BAR AS SHOWN IN FIGURE 4. EXCEPTION: THE STRAP BRACKET LOCATED ON THE VERY TOP U-BAR MUST BE MOUNTED ON THE UNDERSIDE OF THE STRUT. LAY THE LOCKING STRAPS SIDE BY SIDE AND LOCATE THE SHORT STRAP. BEGINNING WITH THE SHORT STRAP AT THE TOP STRAP BRACKET, PLACE THE STRAP OVER THE POST AS SHOWN IN FIGURE 4. ALIGN THE HOLES IN THE ENDS OF THE STRAP WITH THE HOLES IN THE STRAP BRACKET AND INSERT A 5/16" HITCH PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICULAR TO THE POST. CONNECT THE STRAP TO THE POST WITH (1) 5/16-120- SELF DRILLING SCREW AND FLAT WASHER 114- ABOVE THE STRAP ON THE GARAGE SIDE OF THE POST AND (1) 5/16-12x1- SELF DRILLING SCREW AND FLAT WASHER 1/4- BELOW THE STRAP ON THE DOOR SIDE OF THE POST AS SHOWN. DO NOT TIGHTEN THE SCREWS AGAINST THE STRAP. REPEAT FOR THE REMAINING STRAPS. NOTE: THE STRAP IS DESIGNED TO SLIDE FREELY BETWEEN THE SCREWS ALLOWING MOVEMENT OF THE DOOR RELATIVE TO THE POST. DO NOT PLACE THE SCREWS THROUGH THE STRAP OR TIGHTEN THE SCREWS TOO TIGHT RESTRICTING MOVEMENT. AFTER ALL OF THE STRAPS HAVE BEEN INSTALLED, CHECK THE POST TO MAKE SURE IT IS SECURE BY LIFTING UP ON THE POST. IF THE POST RAISES OUT OF THE HEADER LOCK BRACKET. CHECK THE LOCATION OF THE SCREWS ABOVE AND BELOW THE STRAPS. THE GARAGE SIDE SCREWS MUST I[.i1:14/gell —3— FIGURE 4 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 5 STRAP Wind Load Post Installation Instructions SECURING POSTS FOR STORAGE STEP 1: LOCATE A CONVENIENT LOCATION AS CLOSE TO THE DOOR AS POSSIBLE AND MOUNT A HEADER LOCK BRACKET TO THE WALL SUCH THAT THE DISTANCE BETWEEN THE BOTTOM OF THE HEADER LOCK BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE FLOOR AND THE BOTTOM OF THE HEADER LOCK BRACKET MOUNTED OVER THE DOOR. THE HEADER LOCK BRACKET FOR STORAGE SHALL BE MOUNTED WITH A MINIMUM OF (2) 5/16"x1-5/8" LAG SCREWS (ONE EACH SIDE) INTO SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR MOUNTING DIRECTLY TO MASONRY OR CONCRETE. PROVIDE WOOD BLOCKING ADEQUATELY SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 2: MOUNT A STRAP BRACKET TO THE WALL IN LINE WITH THE HEADER LOCK BRACKET SUCH THAT THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET AND THE FLOOR IS 4" GREATER THAN THE DISTANCE BETWEEN THE CENTERLINE OF THE HOLE IN THE STRAP BRACKET ON THE DOOR AND THE FLOOR WHEN THE DOOR IS FULLY CLOSED. THE STRAP BRACKET FOR STORAGE SHALL BE MOUNTED WITH (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 SECURED TO STRUCTURE AS REQUIRED FOR OTHER SUBSTRATES. STEP 3: PLACE THE POST INTO THE STORAGE POSITION BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE STRAP BRACKET USING THE 5/16" HITCH PIN. PLACE ALL REMAINING HITCH PINS INTO THE REMAINING LOCKING STRAPS FOR STORAGE. INSERT THE PLASTIC PLUG INTO THE HOLE IN THE FLOOR. ATTACH/NG THE INSTALLATION DECALS gill u� O dl lJ AFTER INSTALLATION IS COMPLETE, LOCATE AN OBVIOUSLY VISIBLE LOCATION ON THE INSIDE OF THE GARAGE DOOR AND THE POST AND PLACE THE PROVIDED INSTALLATION LABELS AND TAG ONTO THE DOOR AND POST FOR FUTURE REFERENCE - REFER TO FIGURE 6. IMPORTANT LABELS AND TAG MUST BE ATTACHED TO BOTH DOOR AND POST. 1. APPLIED BY INSTALLER - ONE (1) WIND LOAD PSF LABEL PER DOOR. 2. APPLIED BY INSTALLER - ONE (1) WIND LOAD POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END OF SECOND SECTION. 3. APPLIED BY INSTALLER - ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. FIGURE 6 -4- Wayne ®Dalton_ GARAGE DOORS 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 (850) 474-9890 ENE J Ko Qy�Q: c� ' ;O�'• STATE OF 701VA� / � LONDIUM 2K9 jy / �i� /7.V/i SOUTIIE101 PDJE OKAWNE 1 KORN91, PE a3M HOPE. O RIIAD t6D it PLC 77l1S7Pr j 78M PRMESONAL DICKEER'S SEAL PROVDEO OILY FOR VMCAMON OF NINDLOAD CW STRNCITON OETAIM SEE DETAILS 1. 2, AND 3 REWDIED FOR VERTMAL POST MWORCULG I—SVSTDAS. 6' MA IDOOR WIDTH 2-3/4' J 2) 3/0' SDIPSON TITEN HD SCREW ANCHOR WITH A 1 1/4- WASHER AND A.MINIMUM ENBEDUENT DEPTH OF 2-3/4- AND A MORNUM EDGE DISTANCE OF 2-3/4-. MAIL MINIMUM 7L['OM[RF'� NOTE' MA%OAUM DESIGN LOAD CAPACITY OF 2085 LOS. UPDATED TITLE 6%1S/17 NM uD /j 2x603 DER LOCK IETW PINE LAEtlMETR LOCH SOUTHERN PINE 7i LUNBFR. 8' 4' 4• 6' ��8'—S- TITEN HD SCREW (•) 3/0' Du. LAC SCREWS ANCHOR MATH A 1-1/4' WASHER AND WITH 1-1/4' O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH or LAG SCREWS SHALL NAVE A 2-3/4' AND A UNU M EDGE NNUuM PENETRATION OF DISTANCE OF 4'. 1-9/32' INTO THE MART SNIPPDRT NEMBM MINIMUM 20PSI UT FIIIFA CMI DE�� MAMM DESIGN LOAD CAPACITY Gf2 30 IGIN LOAD DATE NAME CAPACITY OF 2400 AIM 5 24 07 T SHEET 1 OF 2 CHECKER JAMB CONNECTION SUPPLEMENT DRAVANG PART NO. REV 324620 P16 A Wayne Dalton. GARAGE DOORS 3395 AOD150N DRIVE PENSACOLA. FLORIDA 32514 (B50) 474-2890 OIMYlE 1 NORI®I. PE A75 CO mw m RGD IL0 FL PEE 77945 N � 80 PROE[SSOMK OtONEWS StAL PROVOM MALY FDA rtsFMAIAW Or WPXXft0 CO+STWAM N DETAILS MIN 2500 PSI -- M - ...m.IYKL. Yli 2 3 4' OF SUPPORTNO STRUCTURE SHALL MN q BE THE SOLE RESPONSIBILITY OF SI THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/6' SON TITER NO. 2-3/4' MOI EMBED. LON 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20AB/T6' TRACK BOLT AND 1/4-20 HEX NU TRACK dRM CONCRrfF MIILIMI M OTTAII J.SKOR ' No.779415 %-0� . S7Am OF B YIN 2 ■ 4 SPF (C-0.42) OR OETTER WALL STUD H=- MAX ALLOWABLE FASTENER LOAD YAY EXCEED THE OESCN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING SRRUCIURE SHALL BE THE SOLE RESPONSIBILITY DF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE ----- % s/ID' LAD SCREW M71N 1-9/32• EMBED DI CENTER OF4 STUD L! IM FOR' JAMB BRAQ�T LOCIIEON JAMB BRACKET TRA1/4-2DrIT CK BOLT AND 1/4-20 HEX II TRACK DBECF W000 uOUMeue: RFT1n MAY 420 tQQ PM I AC FASNUER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT P17 UPDATED TITLE BLOCK ESC 6/13/17 DRAWING PART NO. I REV. 324620 IP16