Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
*- Florida Building Code Online Page 1 of 1 Florida"epartn env4 BCIS Home , Log In , User Registration Hot Topics ! Submit Surcharge I Stats&Facts Publications ! FBC tall BCIS Site Map . Links E ySearch j Businle � " -�L q �� c� $x� -�y 3. z —0y zProduQz�y rot -q.c USER:PubliApprOVal Regulation �" � � y � Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version 2014 FL# 9174 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Agplioltatus ALL Compliance Method ALL ����Product Model, Entity ALL Quality Assurance Entity Contract Expired ALL a del,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 Search Results-App lications FL# Type Manufacturer Validated By Status FL9174-R11 Revision Wayne-Dalton,a division of Overhead Door Corporation Kurt Dietrich PE Approved History Category: Exterior Doors (704)875-8610 Subcategory.Sectional Exterior Door Assemblies -Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us::1940 North Monroe Street,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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: sectlritvas atc^�s icw a http://floridabuilding.org/pr/pr_app_Ist.aspx 8/4/2015 Florida Building Code Online Page 1 of 6 I BCIS Home Log In User Registration Hot ropicsT Submit Surcharge j Stats&Facts i Publications i FBC Staff( BCIS Site Map ? Links Search Busines Profess ia� Product Approval '.USER:Public User �noRegulation EMMESEMProduct Approval Menu>Product or Application Search>Application List>Application Detail FL# FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re-apply per applicants request 4/28/15-rb Archived Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John E.Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE .21 Validation Checklist-Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year(of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code http://floridabuilding.org/pr/pr_app_dtl.aspx?par''am=wGEVXQwtDqufl 1 JRf Wxf6u7ojnIOh... 8/4/2015 'Florida Building Code Online Page 2 of 6 Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 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 R11 II 0228 318958 P7.13df Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant:Yes FL9174 R11 II WD3ambSuoolementP16 s.pdf Design Pressure:+26.90/-30.80 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL91.74 R11 AE Eva] Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.2 r5120/6100/9100#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 R11 II 0229 318959 P8.1)df Approved for use outside HVHZ:Yes FL9174 Rif II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 Rll II WDJambSupplementP16 s.pdf Design Pressure:+15.30/-17.00 Verified By:John E. Scates P.E. FLORIDA PE 51737 Other:Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party:Yes 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 R11 II 0230 318960 P10.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant:Yes FL9174 R11 II WDJambSupplementPl6 s.pdf Design Pressure:+25.90/-28.80 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party:Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eva] Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s 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 FL9174 R11 II 0231 318996 PS.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSupplementP16 s.odf Design Pressure:+30.00/-33.50 Verified By:John E.Scates P.E.FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eva[ Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party:Yes 9.10 __ 5120/6100/9100 02 4,,, 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 R11 II 0234 319022 P5.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant:Yes FL9174 R11 H WDJambSupplementP16 s.pdf Design Pressure: +4:f:i 49'.60 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl l JRf Wxf6u7ojn10h... 8/4/2015 Florida Building Code Online Page 3 of 6 FL9174 R11 AE Eva] Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party:Yes 9x176 5120/6100/9100T#0235 16'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 R11 II 0235 319023 P6.gdf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:Yes FL9174 R11 II Track Su lement Chart P10, df Design Pressure:,+39!20/=43.70• FL9174 R11 II WDJambSupplementPl6 s.pdf Other: Verified By:John E.Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R I I AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party:Yes 9174.7 5120/9100#0232 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 R11 I1 0232 318999 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.odf Design Pressure:+12.40/-13.80 Verified By:John E. Scates P.E. FLORIDA PE 51737 Other:Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)r1f replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.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 R11 II 0233 319000 P5.1)df Approved for use outside HVHZ:Yes FL9174 RI II Track Supplement Chart PIO.pdf Impact Resistant: No FL9174 R11 II WDJambSupplementP16 sjzdf Design Pressure:+18.50/-20.70 Verified By:John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R1.1 AE FLO9174 r9 Affirmation for FBC 5th 201.4s.pdf Created by Independent Third Party:Yes 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 R11 II 0236 319024 P6.pdf Approved for use outside HVHZ:Yes FL91.74 R11 II 319040 P1 Post.odf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.1)df Design Pressure: +30.00/-33.50 FL9174 R11 II WDJambSupplementP16 s.pdf Other: Verified By:John E.Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party:Yes 9174.105120/9100#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 R11 11 0237 319025 P6.12df Approved for use outside HVHZ:Yes FL9174 Rll II 319040 PI Post.pdf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.pdf Design Pressure:+39.20/-43.70 FL9174 R11 II WD3ambSupplementP16 s.pdf Other: Verified By:John E.Scates P.E.FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.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. http://floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOh... 8/4/2015 'Florida Building Code Online Page 4 of 6 Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 06003 19026 P4.odf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 Rll II WDJambSupplementPl6 s.pdf Design Pressure:+26.90/-30.80 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1?df replacement door. FL9174 Rll AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.12 5120/5140/6100/9100/9400/9600 9'Max width. 10'Max height.Max section height 24"Glazing #0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0601 319027 P4.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 Rll II WDJambSupplementPl6 s.odf Design Pressure: +41.00/-46.30 Verified By:John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party:Yes Evaluation Reports FL9174 RI AE ASTM A 6S3.pdf FL9174 R11 AE Eva] Rept 9100 rl s.pdf FL-9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.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 R11 II 0602 319028 PS.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure:+15.30/-17.00 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other:Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rif AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eva[ Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.14 5120/5140/6100/9100/9400/9600 16'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 R11 II 0603 319029 PS.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.odf Design Pressure:+23.00/-25.00 Verified By:John E. Scates P.E.FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 RI AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eva[ Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.15 5120/5140/6100/9100/9400/9600 16'Max width.8'Max height.Max section height 24"Glazing #0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0604 319030 PS.pdf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:Yes FL9174 Rll II Track Supplement Chart PSO.pdf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.pdf Other: Verified By:John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept. 9100 ri s. df FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.1)df Created by Independent Third Party:Yes 9174.16 5120/5140/6100/9100/9400/9600 18'Max width. SO'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 R11 II 0605 319031 P4.odf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P1O.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure:+15.30/-17.00 Verified By:John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rent 9100 rl s.odf http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufi 1 JRf Wxf6u7ojnIOh... 8/4/2015 Vlorida Building Code Online Page 5 of 6 FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014S.Ddf Created by Independent Third Party:Yes 9174.17 5120/5140/6100/9100/9400/9600 18'Max width.8'Max height.Max section height 24"Glazing #0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11. II 0606 319032P6.pdf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:No FL9174 RI II Track Supplement Chart P10.1)df Design Pressure:+30.00/-33.50 FL9174 R11 II WDJambSupplementP16 s.pdf Other:Doors with glazing shall not be used in the Verified By:John E Scates P.E. FLORIDA PE 51737 wind-borne debris region unless protected or unless Created by Independent Third Party:Yes structure is designed as partially enclosed or door is a Evaluation Reports replacement door. FL9174 RSI AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.18 5120/5140/6100/9100/9400/9600 18'Max width.8'Max height. Max section height 24"Solid only- #0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0609 319035 P5.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 PI Post.pdf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.pdf Other: Verified By:John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pcif FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R1.1 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 Rll II 0608 319034 P4.pdf Approved for use outside HVHZ:Yes FL9174 RI l II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.)df Design Pressure:+18.50/-20.70 Verified By:John E Scates P.E. FLORIDA PE 51737 Other:Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 Rll AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 201.4s.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 Rll II 0607 319033 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.odf Design Pressure:+25.90/-28.80 Verified By:John E Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the Created by Independent Third Party:Yes wind-borne debris region unless protected or unless Evaluation Reports structure is designed as partially enclosed or door is a FL9174 R11 AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: 072 9 5�CUYit.AID rRICK •' A http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl 1 JRf Wxf6u7ojn10h... 8/4/2015 NOTES, REVISIONS 1. NON-IMPACT RESISTANT GLAZING OPTION - .090" SEE U-BAR NOTE ON SHEET P1 ADDED SHORT PANEL MINIMUM SSG GLAZING IN MOLDED FRAMES SCREWED 2 FOR U-BAR INSTALLATION GLAZING OPTION (NOTE 1) TOGETHER WITH A MINIMUM OF(6)#8x1"SCREWS 13 GA HORIZ ANGLE CRT 6/30/06 " INSTALLED IN TOP OR INTERMEDIATE SECTION(WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC P2 ADDEO IMPACT13 GA FLAG ANGLE DOOR RESISTANCE TO DOOR. DESIGN PRESSURES SHOWN ON THIS DRAWING.GLAZING ADDED MODEL 6100. SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT16 GA MIN HORIZ MODIFIED NOTE 8 TO RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK STATE THAT LOUVERS AR FOR WIND-BORNE DEBRIS REGIONS. NOT IMPACT RESISTANT. LAGx1-5/8" \ GRT 6/6/07 2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAC SCREWS HEET 2 RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP (MIN 3 AS P3 MODIFED JAMB OR INTERMEDIATE SECTION(WITH OR WITHOUT SHOWN) BRACKET SCHEDULE FOR DECORATIVE INSERTS). GLAZING SHALL BE 1/4° 18 GA OPERATOR STILE FACTORY FAT OPTION. ADDED LHR MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING 16 GA MIN VERT TRACK DETAIL SHEET 2. SHALL HAVE A MAXIMUM HEIGHT OF 15.21" AND A TRACK ADHERED TO CENTER OF TOP SECTION GRT 4/17/08 MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT20 GA END CAP P4 ADDED IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR 5/16x1-5/8"LA RESISTANT GLAZING. WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET SCREW AT EACH ADDED TEXAS LICENSE 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES JAMB BRACKET909 NUMBER TO TITLE BLOCK. REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON CHANGED LOUVER NOTE. UPPER INTEGRAL RIB(SEE DETAIL G SHEET 2), 18 GA 1/4-204/16"TRACK INCREASED MAX HEIGHT J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION BOLT AND 1/4-20 HEX I TO 8'-9". ADDED HIGH AND OPERATOR STILE TO BE FACTORY INSTALLED. NUT AT EACH JB JAMG LIFT AND ROOF PITCH INSTALLER SHALL FIELD INSTALL(1)1/4-147/8" SELF BRACKET LOCATION TRACK NOTE. DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO CRT 7/22/08 THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. PS UPDATED TITLE BLOCK 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF B CRT 8/26/10 6"O.C.MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. EET 4. KEY LOCK, SLIDE LOCK, OR OPERATOR REQUIRED. 0 , 15 GA STIFFENE 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN JAMB BRACKETS C PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELDULE FOR BONDED TO 30 GA MINIMUM FACER STEEL AND A QUANITY, LOCATION, SHEET 2 POLYLAMINATE BACKER. END CAP TO HAVE A MINIMUM AND TYPE TYP 1.1'DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK ELEMENTS SHALL BE THE RESPONSIBILITY OF THE (NOT REQUIRED WITH PROFESSIONAL OF RECORD FOR THE BUILDING OR OPERATOR - SEE NOTE STRUCTURE AND IN ACCORDANCE WITH CURRENT 4), SLIDE LOCK SHOWN BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. FOR CLARITY 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE NOTE. (4) SECTION SOLID I LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT DOOR SHOWN. SEE SHEET 2 FOR ATTACHMENT TO SUPPORTING STRUCTURE. FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION 8. LOUVER OPTION - .040" MINIMUM LOUVERS IN QUANTITIES AND SEE NOTES D MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM 1 AND 2 ON THIS SHEET OF(6) #8x1"SCREWS INSTALLED IN THE BOTTOM FOR GLAZING OPTIONS. HEET _ SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR DOOR HEIGHT UNIFORM LOAD EACH JAMB(PLF) WIDTH 8'-o" ALL +172.8/-198.4 JAMB BRACKET SCHEDULE 9'-0' ALL +194.4/-223.2 MB DOOR N0. OF OF JAMB TRACK LOCATIONCENTERLINE 0 A HEIGHT SECTIONS BRACKETS TYPE BRACKETS MEASURED FROM BOTTOM (EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 7'-0" 4 6 01 "(JB). 13' (QI), 25-1/2" JB). 34" (JB).45-1/4" QI). 63' (JB) 7'-0" 4 6 FAT "(JB), 10"(JB), 21-3/4" (JB),29-3/4" (JB), 42" (JB), 63-1/4"(JB) 8'-O" 5 8 QI "(JB), 13"(01). 23° (JB), 34"(J8), 47-1/4" (QI), 58'(JB), 67" (QI), 75"(JB) 8'-0" 5 8 FAT "(JB), 10"(JB), 21-3/4"(JB),29-3/4" (JB), 48" (JB), 57-1/4" (JB), 66" (JB), 75-1/2" (JB) 57-5-0HIGH LIFT ROOF PITCH SEE NOTE BELOW (JB)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16" TRACK BOLT AND NUT. QI)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CHART FOR DETAILS. STATIC PRESSURE RATINGS APPROVED SIZES ISCALE: N.T.S. SIZE: A Wayne DESIGN (PSF): 43.2 43 6Ua MAX WIDTH: 9'-0" DATE NAME TEST (PSF): +64.80/-74.40 MAX HEIGHT: 8'-9" DRAWN 2/22/06 GRT Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB JOHN E.SLATES,PE SHEET 1 OF 2 3121 FAIRGATE OR, MODELS 5120/6100/9100 CARROLLTON,TX 75007 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART NO. REV. FL PE 51737 TX PE 56308/12203 3395 ADDISON DRIVE PROFE CAIOON OF WINOLOAD CCNSTRULPON DE AILSFOR PEN SA 80LOA, FLORIDA 03251 4 WINDLOAD SPECIFICATION OPTION CODE 00 23 319022 P5 13 GA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE ATTACH BOTTOM BRACKET _ REVISIONS FIXTURE ATTACHED TO WITH THE(8)PRE—PUNCHED TOP FIXTURE TO BOTTOM U—BAR WITH (2) 0 P1 ADDED SHORT PANEL PRE—PUNCHED HOLES "- HOLES EACH END FACING UPWARD 1/4-14x7/8" SELF DRILLING GLAZING OPTION (NOTE 1) IN BOTTOM OF U—BAR AND ATTACH THRU END CAP AT CRIMPTITE SCREWS GRT 6/30/06 WITH(2) 1/4-14x5/8" EACH END WITH (2)1/4-14x7/8" I CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS \ P2 ADDED IMPACT FOR STANDARD TRACK AND (3) \ RESISTANCE TO DOOR. 0 1/4-140/8" SELF DRILLING ADDED MODEL 6100. CRIMPTITE SCREWS FOR LOW 0" - MODIFIED NOTE 8 TO HEADROOM TRACK(2 OF WHICH ." STATE THAT LOUVERS ARE ARE USED TO ATTACHED THE TOP IMPACT BOTTOM BRACKET NOT IMPACT RESISTANT. BRACKET AS SHOWN). ORT 6/6/07 DETAIL A LOW HEADROOM TRACK P3 MODIFIED JAMB DETAIL A BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR 13 GA ROLLER SLIDE ATTACHED TO TRACK DETAIL SHEET 2. PRE—PUNCHED HOLES IN TOP OF U—BAR PLACE U—BAR OVER INTEGRAL RIB WITH GRT 4/17/08 WITH (2) 1/4-14x5/8"CRIMP7ITE SCREWS. THE (8)PRE—PUNCHED HOLES EACH END USED ONLY ON IMPACTS P4 ADDEO IMPACT USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END (5) SECTION DOORS GLAZED SECTION — 11 RESISTANT GLAZING. PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-1427/8" GA REINFORCEMENT WITH (6) 3", 18 GA. ADDED TEXAS LICENSE SELF DRILLING CRIMPTITE SCREWS 80 KSI U—BARS BRACKET ATTACHED NUMBER TO TITLE BLOCK. 15 GA HINGE ATTACHED EXCEPTION: U—BAR PLACED OVER TOP WITH (4) 1/4-14x7/8" LOCATED OVER CHANGED LOUVER NOTE. WITH (4) 1/4-14x5/8" RIB ON THE BOTTOM SECTION SHALL ONLY SELF DRILLING INTEGRAL RIBS AS INCREASED MAX HEIGHT CRIMPTITE SCREWS(2 OF o BE ATTACHED THRU END CAP AT EACH CRIMPTITE SCREWS(2 SHOWN TO 8'-9". ADDED HIGH WHICH ARE FACTORY END WITH (1) 1/4-14x7/8" SELF DRILLING THROUGH BOTH LIFT AND ROOF PITCH ATTACHED) l CRIMP71TE SCREW LOCATED ON THE BRACKET AND U—BAR) ° ° (4) SECTION DOORS L TRACK NOTE. \ BOTTOM FLANGE OF THE U—BAR WITH(5) 3°, 18 GA, f CRT 7/22/08 NOTE: DUE TO CLEARANCES REQUIRED TO DETAIL G 80 KSI U—BARS 2"NYLON INSTALL SCREWS AT THE ENDS OF THE LOCATED OVER P5 UPDATED TITLE BLOCK STORMGARD ROLLER " 0� U—BARS, ALL U—BARS SHALL BE INTEGRAL RIBS AS WITH 4-1/2°STEM INSTALLED ON SECTIONS PRIOR TO SHOWN GRT 8/26/10 DETAIL B INSTALLING ROLLER SLIDES AND TOP (1) 1/4-140/8" SELF DRILLING CRIMPTITE FIXTURE ON THE U—BARS. SEE SCREW AT CENTER LINE OF DOOR THRU ATTACHMENT NOTES ON THIS SHEET. J—STRUT&OPERATOR BRACKET. F•• PLACE U—BAR OVER NOTE, J—STRUT& SCREW ONLY REQUIRED 18 GA HINGE ATTACHED INTEGRAL RIB AND ATTACH ON IMPACT GLAZED SECTIONS. SEE NOTE WITH (6) 1/4-20x5/8" WITH (2)1/4-20x5/8" 2 SHEET 1 CRIMPTITE SCREWS(2 OF CRIMPTITE SCREWS THRU r WHICH ARE FACTORY PRE—PUNCHED HOLES AT ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE / ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND 1 OF OF U—BAR AND BOTTOM ' WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRU THRU PRE—PUNCHED HOLE -. WEB OF U—BAR AND IN U—BAR) INTEGRAL RIB OF SECTION) L DETAIL C f" 12 GA BOTTOM BRACKET _ FACTORY ATTACHED WITH / 0 PLACE U—BAR OVER INTEGRAL RIB WITH U—BAR ATTACHMENT NOTES (3)1/4-14x5/8" NOTCH DOWN TO CLEAR BOTTOM 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL DETAIL F CRIMPTITE SCREWS BRACKET AND ATTACH THRU END CAP RIBS AND ATTACHED THRU PRE—PUNCHED HOLES AT EACH END WITH (1) 1/4-14x7/8° WITH (2) 1/4-144/8" CRIMPTITE SCREWS AT EACH SELF DRILUNG CRIMPTITE SCREW AS INTERMEDIATE HINGE LOCATION,(2) 1/4-147/8" FOR IMPACT RESISTANCE, SHOWN AND USE(1) 1/4-14x7/8" SELF SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP L BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE r SCREWED TO THE BOTTOM -• BOTTOM OF THE BOTTOM U—BAR AT (EXCEPT BOTH D BARS E BOTTOM SECTION — SEE U—BAR WITH EACH PRE—PUNCHED HOLE AT EVERY DETAIL B AND D THIS SHEET), EL 1/4-145/8" MIDWAY BET HINGE LOCATION. USE(1) 1/4-20x5/8" END OF SCREWS APPROXIMATELY MIDWAY BETWEEN ORI NG CRIMPTITE CREWS. DETAIL D CRIMPTITE SCREW AT ALL OTHER END (1 DOOR AND INTERMEDIATE HINGE LOCATION, SEE IMPACT BOTTOM BRACKET PRE—PUNCHED HOLE LOCATIONS. AND(1) ATELYx"F M EACH SCREW APPROXIMATELY 8"FROM EACH END. THERE SHALL DETAIL THIS SHEET. BE A TOTAL OF(12) SCREWS ATTACHING EACH U—BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF(10) SCREWS EACH. #80/4" MIN STAINLESS 2. WITH THE EXCEPTION OF THE(8) PRE—PUNCHED SCREWS WITH STAINLESS1 _ HOLES IN THE TOP OF EACH ENO USED FOR BACKED RUBBER WASHERS NON—STRUCTURAL DECORATIVE ATTACHMENT OF THE ROLLER SLIDES AND THE(6) 3-1/2" O.C. MAX OUTER WINDOW TRIM PRE—PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE 1/4" POLYCARBONATE AND UNLESS NOTED OTHERWISE ON THIS 1/8" BEAD GE SPECIFICATION DRAWING, ALL PRE—PUNCHED HOLES ULTRAGLAZE I IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR SSG4000AC I WITH 1/4-14x5/8"CRIMPTITE SCREWS. STRUCTURAL I SEALANT OR 3. 18 GA U—BARS SHALL BE STAMPED "46" EQUIVALENT IML APPROXIMATELY 8" FROM EACH END. I FACER STEEL \ II I / STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. ISIZE. A J I Wagne® DESIGN (PSF): Ili T.�0�9s.60 MAX WIDTH: 9'-0" DATE NAME TEST (PSI): +64.80/-74.40 MAX HEIGHT: 8'-9" DRAWN 2/22/06 GRT JOHN E.SCATES,PE NON—STRUCTURAL _ palton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRS 3121 FAIRCATE DR. DECORATIVE INNER / MODELS 5120/6100/9100 SHEET 2 of 2 CARROLLTON,TX 75007 WINDOW TRIM -- A DIVISION OF OVERHEAD DOOR CORPDRAWING PART NO. REV. FL PE 51737 TX PE 56308/F2203 (1 ,t 3395 ADDISON PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL E PENSACOLA, FLORIDA1VE 32514 WINDLOAD SPECIFICATION OPTION CODE u.L3`I 319022 P5 VERIFICATION OF VdNDLOAD CCNSTRUCTION DETAILS. 850 474-9890 NOTES: SEE U-BAR NOTE ON SHEET REVISIONS 1.NON-IMPACT RESISTANT GLAZING OPTION - .090" 2 FOR U-BAR INSTALLATION E P1 ADDED SUPERIMPOSED MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH A 13 GA HORIZ ANGLE \ DESIGN PRESSURE LDADS SHEET 1/8"BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE DOOR / ON SUPPORTING OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM " '` STRUCTURE AND CLARIFIED OF(6) #Bx1" SCREWS INSTALLED IN TOP OR 13 GA FLAG ANGLE \1 NUMBER OF FASTENERS INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE I AND CENTER HINGES INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES REQUIRED FOR NARROWER SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A 16 GA MIN HORIZ DOOR NAUTHS. MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF TRACK A MRB 5/10/06 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES 5/16x1-5/8" SHEET P2 ADDED SHORT PANEL NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS LAG SCREWS i GLAZING OPTION (NOTE 1) REGIONS. GLAZED SECTION REQUIRES 18 GA J-STRUT (MIN 3 AS GRT 6/30/06 SCREWED TO LOWER INTEGRAL RIB OF SECTION AND SHOWN) OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER 18 GA OPERATOR STILE FACTORY P3 ADDED IMPACT SHALL FIELD INSTALL(1) 1/4-147/8"SELF DRILLING 16 GA MIN VERT ADHERED TO CENTER OF TOP SECTION RESISTANCE TO DOOR. CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE TRACK 20 GA END CAP ADDED JB JAMB BRACKET INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. AT 5/16x1-5/8" LAG MODEL 6100. MODIFIED LOCATION. ADDED 2. IMPACT RESISTANT GLAZING OPTION - IMPACT SCREW AT EACH B NOTE 9 TO STATE THAT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP JAMB BRACKET LOUVERS ARE NOT IMPACT OR INTERMEDIATE SECTION(WITH OR N1THOUT DECORATIVE SHEET RESISTANT. INSERTS). GLAZING SHALL BE 1/4"MAKROLON-AR 1/4-20x9/16" TRACK GRT 6/6/07 POLYCARBONATE OR EQUAL. GLAZING SHALL HAVE A BOLT AND 1/4-20 HEX P4 MODIFIED JAMB MAXIMUM HEIGHT OF 15.21" AND A MAXIMUM LENGTH OF NUT AT EACH JB JAMB BRACKET SCHEDULE FOR 50.08". GLAZING IS IMPACT RESISTANT AND DOES MEET BRACKET LOCATION F _ FAT OPTION. ADDED LHR THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. SHEET TRACK DETAIL SHEET 2. SEE DETAIL H ON SHEET 2 FOR ASSEMBLY DETAILS. I " `' TYP GRT 4/17/08 GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS SHEET ATTACHED TO U-BAR ON UPPER INTEGRAL RIB(SEE PS ADDED IMPACT DETAIL J SHEET 2),18 GA J-STRUT SCREWED TO LOWER TYP RESISTANT GLAZING. INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE ADDED CONCRETE DETAIL FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL(1) - SHEET 2. ADDED TEXAS 1/4-14x7/8"SELF DRILLING CRIMPTITE SCREW TO ATTACH oo LICENSE NUMBER TO TITLE THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE 15 GA STIFFENED-/ I I NOTEK ADDEDNHIGH LIFT CED �R AT THE CENTERLINE OF THE DOOR PER DETAIL F ON JAMB BRACKETS I AND ROOF PITCH TRACK SHEET 2. SEE SCHELDULE FOR NOTE. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" QUANITY, LOCATION, O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS AND TYPE GRT 7/22/08 MINIMUM 7/16" TO MEET NEGATIVE PRESSURES. P6 UPDATED TITLE BLOCK GRT 8/26/10 4. KEY LOCK OR SLIDE LOCKS REQUIRED. KEY LOCK OR SLIDE LOCK BOTH ENDS(SEE 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN NOTE 4). SLIDE LOCK PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SHOWN FOR CLARITY BONDED TO 30 GA MINIMUM FACER STEEL ANDA _ ------ POLYLAMINATE BACKER. END CAP TO HAVE A MINIMUM ° ---_-- G 1.1'DEPTH. NOTE: (4) SECTION SOLID DOOR SHOWN. SHEET 6. THE DESIGN OF THE SUPPORTING STRUCTURAL SEE SHEET 2 FOR ELEMENTS SHALL BE THE RESPONSIBILITY OF THE U-BAR LOCATIONS ON PROFESSIONAL OF RECORD FOR THE BUILDING OR DOORS NTH OTHER O STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING SECTION QUANTITIES CODES FOR THE LOADS LISTED ON THIS DRAWING. AND SEE NOTES 1 SHEET AND 2 ON THIS 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE SHEET FOR GLAZING LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR OPTIONS. ATTACHMENT TO SUPPORTING STRUCTURE. NOTE. (5)CENTER HINGES PER JOINT NOTE: POST SYSTEM IS TO BE REQUIRED ON DOOR WIDTHS GREATER THAN INSTALLED ON THE CENTER S. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED 12'-0". (3) CENTER HINGES PER JOINT LINE OF THE DOOR. SEE POST FRAMES SCREWED TOGETHER WITH A MINIMUM OF(6) REQUIRED ON DOOR WIDTHS LESS THAN OR NSTALLATIONDINSTRUCTIONS. #8x1" SCREWS INSTALLED IN THE BOTTOM SECTION. EQUAL TO 12'-0". LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE SUPERIMPOSED DESIGN PRESSURE FACTORY INSTALLED AT THE CENTERUNE OF THE DOOR. LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM LOAD AT HEADER JAMB BRACKET SCHEDULE DOORDOOR LOAD EACH POINTSLAB AT EACH POSTAND NO. OF JAMB LOCATION 0 CENTERLINE 0 AMB WIDTH HEIGHT JAMB PLF LOCATION LBS DOOR NO. OF HEIGHT SECTIONS(BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM 7'-0" +157.0/-208. +1437.3/-1602.3 EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS f 2") 16'-0" 0 8'-O" +157.0/-208.0 +1633.3/-1820.8 7'-0' 4 5 QI ' (,S), 13" (QI), 25-1/2'- (JB), 45-1/4" (QI), 63"(JB) 7'-0" +157.0/-208.0 +1257.7/-1402.1 4 5 FAT " (JB), 10" (JB), 25-3/4" (JB), 42" (JB), 63-1/4"(JB) 14-0" 8'-0' +157.0/-208.0 +1429.2/-1593.2 8'-0' 5 6 QI - (JB), 13" (01), 23" (JB),34"(JB), 47-1/4" (OI), 67"(01) 7'-0" +157.0/-208.0 +1078.0/-1201.7 8'-0' 5 6 FAT ' (JB), 10" (JB), 21-3/4"(JB), 29-3/4"(JB),48"(JB), 66"(JB) 12'-0' >8'-0"/HIGH UFT/ROOF PITCH SEE NOTE BELOW 8'-0' +157.0 -208.0 +1225.0 -1365.6 +157.0/-208.0 +898.3/-1001.5 N_4IEL 8'-0" +157.0/-208.0 +1020.8/-1138.0 (JB)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-204/16" TRACK BOLT AND NUT. (01)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET STATIC PRESSURERATINGS APPROVED SIZES SCALE: N.T.S. ISIZE, A INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED waynC® DESIGN (PSF): g�+39.20/.43.7-0'' MAX WIDTH: 16'-D" DATE NAME TO ATTACH TO TRACK. ALL DOORS WITH HIGH UFT AND/OR ROOF PITCH REQUIRE USE OF TEST (PSF): +58.80/-65.55 MAX HEIGHT: 8'-0" DRAWN 3/3/06 GRT IMPACT/CYCLIC RATED (YES/ JOHN E.SLATES,PE CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR Balton NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 1 MRB 3121 FAIRGATE DR. DETAILS. SHEET 1 OF 2 LARROLLTON,TX 75007 MODELS 5120/6100/9100 FL PE 51737 TX PE 56305/F2203 A DIVISION OF OVERHEAD DOOR CORF DRAWING PART NO. REV. 3395 A. FLORIDADRIVE 4 �" 319023 P6 PROFESSIONAL ENGINEER'S SEAL PROVIDED GET FOR PENSAa50) FLR32514 WINDLOAD SPECIFICATION OPTION CODE OI�-G5 VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS. 850 474-9890 .. 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE HEADER REVISIONS FIXTURE ATTACHED TO WITH THE(8)PRE-PUNCHED TOP FIXTURE TOP PLATE P1 ADDED SUPERIMPOSED PRE-PUNCHED HOLES HOLES EACH END FACING UPWARD DESIGN PRESSURE LOADS IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT HEADER LOCK EXTENSION _ WITH (2) 1/4-14x5/8" EACH END WITH(2) 1/4-74x7/8' / BRACKET ON SUPPORTING CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS / TOP LOCK NUMBER O AND CLARIFIED PLATE NUMBER OF FASTENERS FOR STANDARD TRACK AND (3) HEADER LOCK AND CENTER HINGES o 1/4-14x7/8" SELF DRILLING BRACKET REQUIDOORRED D FOR NARROWER CRIMPTITE SCREWS FOR LOW - HEADROOM TRACK(2 OF WHICH " oo MRB 5/10/06 " ARE USED TO ATTACHED THE TOP LOW HEADROOM TRACK P2 ADDED SHORT PANEL BRACKET AS SHOWN). / (4)5/16x1-5/8 / GLAZING OPTION (NOTE 1) DETAIL A PLACE U-BAR OVER INTEGRAL DETAIL A LAG SCREWS GRT 6/30/06 RIB WITH THE(8)PRE-PUNCHED 5/16-18x2-1/2" HOLES EACH END FACING UPWARD USED ONLY ON IMPACT HEX BOLT&NUT P3 ADDED IMPACT AND ATTACH THRU END CAP AT GLAZED SECTION - 11 (4) 5/16x1-5/8" (4)5/16-12x1" - RESISTANCE TO DOOR. 13 GA ROLLER SLIDE ATTACHED TO EACH END 7MTH (2) 1/4-1427/8" GA REINFORCEMENT LAG SCREWS SELF DRILLING ADDED JB JAMB BRACKET PRE-PUNCHED HOLES IN TOP OF U-BAR SELF DRILLING CRIMPTITE SCREWS BRACKET ATTACHED SCREWS AT 2" LOCATION. ADDED WITH (2)1/4-14x5/8"CRIMPTITE SCREWS. EXCEPTION: U-BAR PLACED WITH(4) 1/4-14x7/8" -._ 5/16-18x2-1/2" MODEL 6100. MODIFIED USE VIEWING HOLE IN SLIDE TO ENSURE OVER TOP RIB ON THE BOTTOM SELF DRILLING HEX BOLT&NUT INNER POST NOTE 9 TO STATE THAT PROPER ALIGNMENT OF ROLLERS SECTION SHALL ONLY BE CRIMPTITE SCREWS(2 MODEL 6100 LOUVERS ARE NOT IMPACT ATTACHED THRU END CAP AT THROUGH BOTH MODELS 5120, 9100 RESISTANT. 15 GA HINGE ATTACHED EACH END WITH (1) 1/4-14x7/8" BRACKET AND U-BAR) ' GRT 6/6/07 WITH (4) 1/4-14x5/8" SELF DRILLING CRIMPTITE SCREW DETAIL E (5) SEC710N DOORS CRIMPTITE SCREWS(2 OF LOCATED ON THE BOTTOM FLANGE DETAIL J ATTACH BOTTOM BRACKET WITH (6) Y. 20 GA, P4 MODIFED JAMB WHICH ARE FACTORY OF THE U-BAR TO BOTTOM U-BAR WITH (2) a 80 KSI U-BARS BRACKET SCHEDULE FOR ATTACHED) I NOTE,_DUE TO CLEARANCES (1) 1/4-14x7/8" SELF DRILLING CRIMPTITE 1/4-1427/8"SELF DRILLING LOCATED OVER FAT OPTION. ADDED LHR \ REQUIRED TO INSTALL SCREWS AT CRIMPTITE SCREWS INTEGRAL RIBS AS TRACK DETAIL SHEET 2. SCREW AT CENTER LINE OF DOOR THRU THE ENDS OF THE U-BARS, ALL J-STRUT&OPERATOR BRACKET. SHOWN I-" GRT 4/17/08 2"NYLON U-BARS SHALL BE INSTALLED ON o NOTE: J-STRUT&SCREW ONLY REQUIRED STORMGARD ROLLER SECTIONS PRIOR TO INSTAWNG ON GLAZED SECT10N5. SEE NOTES 1 &2 � FS ADDED IMPACT (4)SECTION DOORS WITH 4-1/2" STEM ROLLER SLIDES AND TOP FIXTURE SHEET 1 RESISTANT GLAZING. DETAIL B ON THE U-BARS.SEE WITH (5)3", 20 GA, ADDED CONCRETE DETAIL ATTACHMENT NOTES ON THIS " " - 80 KSI U-BARS SHEET 2. ADDED TEXAS SHEET. (3) 1/4-140/8" IMPACT BOTTOM BRACKET LOCATED OVER LICENSE NUMBER TO TITLE PLACE U-BAR OVER INTEGRAL SELF DRILLING INTEGRAL RIBS AS LL�� BLOCK. CHANGED LOUVER 18 GA HINGE ATTACHED CRIMPTITE SCREWS (1)1/4-14x7/8" SELF SHOWN r NOTE. ADDED HIGH LIFT RIB AND ATTACH WITH (2) DRILLING CRIMPTITE WITH TIT 1/4-14x5/8" 1/4-14x5/8" CRIMPTITE SCREWS ° SCREW EACH SIDE OF AND ROOF PITCH TRACK CRIMPTITE SCREWS(2 OF STRAP �� NOTE. THRU PRE-PUNCHED HOLES AT STRAP BRACKET(ONLY GRT 7/22/08 WHICH ARE FACTORY BRACKET ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE REQUIRED ON IMPACT ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE OF I GLAZED DOOR) \ P6 UPDATED TITLE BLOCK TOP LEAF, AND 1 OF U-BAR AND BOTTOM HINGE LEAF 5/16" OCKING 2500 PSI MIN GRT 8/26/10 VMICH IS FIELD INSTALLED AND 1 THRU WEB OF U-BAR ANO HITCH PIN CONCRETE THRU PRE-PUNCHED HOLE -. INTEGRAL RIB OF SECTION) STRAP IN U-BAR) EXCEPTION: AT ALL LOCATIONS ;. a REQUIRING A STRAP BRACKET,(1) (2) 5/16-12x1" - 1/4-14x7/8" SELF DRILLING SELF DRILLING B" X 8" MIN 1 DETAIL C CRIMPTITE SCREW WILL BE USED. SCREWS W/5/16 TURNDOWN FLAT WASHERS SLAB AT EDGE 6"MIN " LL 12 GA BOTTOM BRACKET DETAIL F EDGE / r' FACTORY ATTACHED WITH "o ISTANC (3)1/4-14x5/8" / PLACE U—BAR OVER INTEGRAL RIB - _ CRIMPTITE SCREWS BOTTOM BRACKEWITH NOTCH T TO ANDA END ALUMINUM CONCRETE DETAIL L I BTHRUOTTOM END CAP T EACH END / POST 1 WITH (1) 1/4-14x7/8"SELF U-BAR ATTACHMENT NOTES FOR IMPACT RESISTANCE, \ DRILLING CRIMPTITE SCREW AS 1/2-13x3-1/2" k 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED BOTTOM BRACKET MUST BE SHOWN AND USE(1) 1/4-14x7/8" HEX BOLT&NUT THRU PRE-PUNCHED HOLES WITH (2) 1/4-14x5/8"CRIMPTITE SCREWS SCREWED TO THE BOTTOM SELF DRILLING CRIMPTITE SCREW AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8"SELF U-BAR NTH ACROSS THE BOTTOM OF THE DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT BOTH U-BARS DRI 1/4-14x7/8"SELF DETAIL D BOTTOM CHBAR AT EACH \ ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) DRILLING CRIMPTITE SCREWS. PRE-PUNCHED HOLE AT EVERY SEE IMPACT BOTTOM BRACKET HINGE LOCATION. USE(1) 1/4-1425/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END DETAIL THIS SHEET. 1/4-144/8" CRIMPTITE SCREW (4) 5/16-12x1" OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-14x5/8" AT ALL OTHER PRE-PUNCHED SELF DRILLING BOTTOM CRIMPTITE SCREW APPROXIMATELY 8" FROM EACH END. FOR DOOR HOLE LOCATIONS. SCREWS LOCK WIDTHS GREATER THAN 12'-0", THERE SHALL BE A TOTAL OF(20) DETAIL G PLATE SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM #Bx3/4"MIN STAINLESS SECTION SHALL HAVE A TOTAL OF(18)SCREWS EACH. FOR DOOR SCREWS WITH STAINLESS WIDTHS LESS THAN OR EQUAL TO 12'-0", THERE SHALL BE A TOTAL OF BACKED RUBBER WASHERS NON-STRUCTURAL DECORATIVE BOTTOMSECTIONSHAEWS ILL HAVE A TOTALNG EACH U-BAR EOFE(14) SCREWS EACH.PT BOTH U-BARS D 3-1/2" O.C. MAX F OUTER WINDOW TRIM L -� 2. WITH THE EXCEPTION OF THE(8)PRE-PUNCHED HOLES IN THE TOP 1/4-POLYCARBONATE OF EACH END USED FOR ATTACHMENT OFF THE ROLLER SLIDES AND THE 1/8" BEAD GE (6) PRE-PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ULTRAGLAZE �• ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON SSG4000AC I L THIS SPECIFICATION DRAWING, ALL PRE-PUNCHED HOLES IN ALL STRUCTURAL I SEALANT OR U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14x5/8" EQUIVALENT— CRIMPTITE SCREWS.rl_ __ _ _ _ _ 3. 20 CA U-BARS SHALL BE STAMPED"34" APPROXIMATELY B" FROM FACER STEEL ii EACH END. I / STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A 1 i Wayne® DESIGN (PSF): X39 2DT437 MAX WIDTH: 16'—O" DATE NAME \ TEST (PSF): +58.80/-65.55 MAX HEIGHT: 8'—O" DRAWN 3/3/06 GRT JOHN E.SCATES,PE NON—STRUCTURAL Balton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB 3121 FAIRCATE DR. DECORATIVE INNER _ /• MODELS 5120/6100/9100 SHEET 2 OF 2 CARROLLTON,TX Tx 75007 WINDOW TRIM A DIVISION OF OVERHEAD DOOR CORP FL PE 51737 Tx PE 56308/F2203 DRAWING PART N0. REV. PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL H PENSACOLA,FLORIDA 3395 ADDISON DR1.12514 [WINDLOAD SPECIFICATION OPTION COD �0:2.3rt5 319023 P6 VERIFICATION OF`MNOLOAD CONSTRUCTION DETAILS, 850 474-9890 i WINDLOAD POST Wayne—Dalton Corp. MODELS P.O. Bo 67 Mt. Hoppe OH 44660 888) 827-366 www.wayne—dalton.com 5120/5140/6100/9100/9400/9600 INSTALLATION INSTRUCTIONS See garage door owner's manual for warranty information 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 P1 WIND LOAD POST INSTALLATION INSTRUCTIONS STEP 1: TOP PLATE ATTACH THE HEADER LOCK BRACKET TO THE HEADER / — EXTENSION HEADER USING THE (4) 5/16"x1-5/8" LAG TOP LOCK SCREWS PROVIDED AS SHOWN IN FIGURE 1. HEADER LOCK / PLATE THE HEADER LOCK BRACKET SHOULD BE IN BRACKET 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 I I THE DOOR. NOTE: DRYWALL OR ANY OTHER SACRIFICIAL 2-1/2"' / 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 (4) 5/16x1-5/8" 4) 5/16-12x1" IS REQUIRED, THE LENGTH OF THE LAG LAG SCREWS SELF DRILLING SCREWS MUST BE INCREASED ACCORDINGLY TOSCREWS INCLUDE THE THICKNESS OF THE WOOD SO 5/16-18x2-1/2" THAT A MINIMUM OF 1-1/2" OF LAG SCREW HEX BOLT & NUT FIGURE 1 INNER POST PENETRATION INTO THE HEADER IS MAINTAINED. MODELS 5120,L5140 94009600 STEP 2: ALIGN THE LARGE DIAMETER HOLE IN THE TOP TOP PLATE PLATE EXTENSION WITH THE THIRD HOLE INHEADER EXTENSION THE TOP LOCK PLATE AS SHOWN IN FIGURE 1 FOR MODELS 5120/5140/9100/9400/9600 OR HEADER LOCK / i TOP LOCK THE MIDDLE HOLE AS SHOWN IN FIGURE 2 FOR BRACKET PLATE MODEL 6100 AND BOLT TOGETHER WITH (1) 5/16-18x2-1/2" HEX BOLT AND NUT. ALIGN THE ASSEMBLY OVER THE TOP OF THE INNER POST AND SECURE WITH (4) 5/16-12x1" SELF I o I DRILLING SCREWS THROUGH THE HOLES PROVIDED IN THE TOP LOCK PLATE. SLIDE 2-1/2"' / THE OPPOSITE END OF THE INNER POST INTO ONE END OF THE OUTER POST. STEP 3: (4) 5/16x1-5/8" 4) 5/16-12x1" PLACE THE POST ASSEMBLY FROM STEP 2 LAG SCREWS �_ SELF DRILLING INTO POSITION BY LOWERING THE TOP PLATE -- SCREWS EXTENSION INTO THE NOTCH IN THE HEADER 5/16-18x2-1/2" LOCK BRACKET UNTIL THE TOP PLATE HEX BOLT & NUT FIGURE 2 INNER POST EXTENSION SEATS IN THE BOTTOM OF THE TEST TO SLIDE DOWNNOTCHTHE INNER. ALLOW TPOSOTUUNTILPOTHE BOTTOM OF MODEL 6100 THE OUTER POST RESTS ON THE FLOOR. (3) 1/4-14x7/8" PLUMB THE POST ASSEMBLY. SELF DRILLING CRIMPTITE STEP 4: SCREWS ENSURING THE POST ASSEMBLY IS PLUMB, STRAP ALUMINUM TRACE THE OUTLINE OF THE BOTTOM OF THE BRACKET / POST OUTER POST ON THE FLOOR. REMOVE THE POST ASSEMBLY AND SET ASIDE UNTIL STEP 5. LOCATE THE CENTER OF THE TRACED 5/16" HITCH PIN OUTLINE BY CONNECTING THE CORNERS TO LOCKING FORM AN Y. AT THE INTERSECTION OF THE (2) 5/16-12x1" I STRAP 'X', DRILL A 5/8" DIAMETER HOLE A MINIMUM SELF DRILLING OF 3-1/2" DEEP INTO THE FLOOR. CLEAN SCREWS W/ 5/16" DUST OUT OF HOLE. FLAT WASHERS STEP 5: ASSEMBLE THE BOTTOM LOCK PLATE BY BOTTOM SLIDING (1) 1/2-13x3-1/2" BOLT DOWN 1/2-13x3-1/2" _ LOCK PLATE THROUGH THE TOP THE BRACKET AND HEX BOLT & NUT SECURING WITH THE HEX NUT FROM BELOW. 1/2-13 ATTACH THE BOTTOM LOCK PLATE TO THE HEX NUT BOTTOM OF THE OUTER POST WITH (4) (4) 5/16-12x1" 5/16-12x1" SELF DRILLING SCREWS AS SHOWN SELF DRILLING FIGURE 3 IN FIGURE 3. SCREWS —2— WIND LOAD POST INSTALLATION INSTRUCTIONS (3) 1/4-14x7/8" STEP 6: SELF DRILLING PLACE THE POST ASSEMBLY INTO POSITION CRIMPTITE SCREWS 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 �a ALLOWING THE OUTER POST TO SLIDE DOWN I THE INNER POST, INSERT THE 1/2-13x3-1/2" BOLT AT THE BOTTOM OF 5/16" LOCKING THE OUTER POST INTO THE HOLE IN THE HITCH PIN STRAP FLOOR. ENSURE THE BOLT IS FULLY INSERTED INTO THE FLOOR. THE NUT ON THE UNDERSIDE OF THE BOTTOM LOCK (2) 5/16-12x1" PLATE MUST REST ON THE FLOOR. SELF DRILLING SCREWS W/ 5/16 STEP 7: FLAT WASHERS ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U—BARS WITH (3) 1/4-14x7/8" SELF DRILLING CRIMPTITE FIGURE 4 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 i 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) 5/16-12x1" SELF DRILLING SCREW AND FLAT WASHER 1/4" 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. t'�• 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. i 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 BE LOCATED ABOVE THE STRAP AS SHOWN IN THE FIGURE 5. STORAGE INSTRUCTIONS AND DECAL COMPLETED INSTALLATION INSTALLATION CONTINUED ON PAGE 4 ON (4) SECTION DOOR _3_ FIGURE 5 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 o 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 --- l SOLID WOOD. MASONRY ANCHORS MAY BE SUBSTITUTED FOR i 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 i BRACKET UNTIL THE TOP PLATE EXTENSION SEATS IN THE BOTTOM OF THE NOTCH. SECURE THE BOTTOM LOCKING STRAP TO THE i 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. o � ATTACHING THE INSTALLATION DECALS 3 o � 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. m • 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— REVISIONS i" P2 2 INCH O 13 GA MIN TRACK TRACK-CLI PS-TEXAS WALLANGLE 12 FOOT UPDATED O CONTINUOUS /f BPJ 6/11/03 •\ WALL ANGLE-� '\ P3 UPDATED FORMAT. SPLICE PLATE LOCATION I INCREASED ALLOWABLE PRESSURES TO SEE SCHEDULE - - I ALL DOOR WIDTHS.PSF FOR ALL ODOR WIDTHS. e 11 GA MIN CHANGED "TEXAS WALL (3) 1/4"-20 TRACK ANGLE" TO"CONTINUOUS 14" CLIP SEE �! OR CARRIAGE BOLT WALL ANGLE".RATE ADDNDG MAX SCHEDULE �,\ WITH 1/4"-20 NUT TIITENLHD ANCHORSCHANGED O —•• GRT 4/2/07 TYPICAL CLIP P4 CHANGED FORMAT. 9800 BOLTING DETAIL ANDER 240DELS WITH OVERLAY 13 GA MIN To TRACK CLIP •—• ` SCHEDULE. CONTWALL ANGLE �' � TRACK cRT 8 /21/07 12"Z ° -\ P5 UPDATED MODELS LISTED IN CHARTS. MAX (2) 1/4" X / \' UPDATED SPLICE & CLIP \ SCHEDULES. 7/16 SEMI DLP 9/06/07 TUBULAR _. I .� _ RIVITS i P6 UPDATE MOUNTING DETAIL DRAWINGS. 12" SEE CLIP DETAIL \ ❑ GRT 10/05/07 MAX ❑ �•.� 11 GA MIN \ (1) 1/4"-20 TRACK P7 UPDATED CHARTS TO / CLIP SEE �• OR CARRIAGE BOLT ELI INATE THE USE CED SCHEDULE �. / WITH 1/4"-20 NUT WITH q9 ACROSS THE BOARD). 12 \_\ ❑ %� DLP 10/24/07 MAX TYPICAL CLIP PB UPDATED STEEL RIVETING DETAIL MOUNTING DETAIL MRB 04/11/08 i P9 EXPANDED 1-1/2" TO 1 Z" \,• 1-3/8" DOOR THICKNESS LIP LOCATIONS RSW 0.28" 11 GA MIN CLIP CHART UP TO 14• HIGH. MAX \ GRT 12/11/08 SEE SCHEDULE 2 SEE SCHEDULE i o \ P10 UPDATED TITLE BLOCK CRT 6/2/10 1Z" LTRACK (1) 1/4"-20 TRACK MAX TRACK 13 GA MIN �. OR CARRIAGE BOLT CONTINUOUS WITH 1/4"-20 NUT WALL ANGLE CLIPS TO BE EITHER TYPICAL CLIP RIVETED, BOLTED, OR WELDING DETAIL WELDED. SEE DETAILS THIS PAGE. DESIGN PRESSURE CHART DOOR MAX PSF WIDTH 9'-0" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF lWagne DATE NAME PE +46.0 PSF/-52.0 PSF DRAWN 8/21!07 GRT JOHN E.IR ATES,R. / Dalton CHECKED B/21/07 MRB 3121 FAIR ATE DR. SHEET 1 OF 2 CARROLLTON,TX 750D7 FL PE 51737 TX PE 56308/F2203 3395 ADDISON DRIVE DRAWING PART N0. REV. PROFEWI SSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR TRACK SUPPLEMENT CHART PENS(850) FLORIDA 32514 307494 P 10 VERIFICATION OF NDLOAD CONSTRUCTION DETAILS. (BSO)0) 474-969O 2 3/4" f1" CLIP AND SPLICE PLATE SCHEDULE REVISIONS - P2 INCH EDGE DIST MODELS 8024/8124 WITH DECATRIM OVERLAY (2-1/2" THICK TRACK-CLIPS-TEXAS WALL ANGLE 12 F00T DOOR SPLICE UPDATED CLIP #'S FROM BOTTOM TO TOP E60XX MIN. 11/8 8 22 244 HEIGHT PLATE # BPJ 6/11/03 / 7'-0" 7, 9, 9, 9, 9, 11 16 P3 UPDATED FORMAT. 8'-0" 7, 9, 9, 9, 9, 11, 11 16 INCREASED ALLOWABLE PRESSURES TO MIN 3/16" THICK 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 ALL DOORS WIDTHS.2,00 FOR STEEL FOR MOUNTING CHANGED "TEXAS WALL 10'-0" 7r 9r 9r 9r 9, 11, 11, 11, 13 18 ANGLE" TO"CONTINUOUS WALL 5/16" x 1-5/8" WALL ANGLE 11'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13 20 SUBSTRATE EMOUNDTNOG LAG SCREW OR DETAIL, CHANGED TO 12'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13 20 TITEN HD ANCHORS EQUIVALENT INTO 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 GRT 4/2/07 MIN 2 X 6 N0.2 P4 CHANGED FORMAT. SPF (G=0.42) OR _ _ _ TRACK CLIP _ _ 14'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 ADDED MODELS 9600 AND 8024 WITH OVERLAY BETTER AT EACH TO TRACK CLIP 1/4-2Ox 9/16 SCHEDULE. HOLE OR PAIR OF MODELS 5200 8000 8024 8100 8124 8500 2" THICK CRT 8/21/07 HOLE LOCATIONS TRACK BOLT AND DOOR SPLICE 1/4-20 HEX NUT CLIP #'S FROM BOTTOM TO TOP P5 UPDATED MODELS HEIGHT PLATE # LISTED IN CHARTS. UPDATED SPLICE &CLIP MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 7'-0" 5, 6, 6, 7, 7, 9 12 SCHEDULES. 8'-0" 5, 6, 6, 7, 7, 9, 9 12 DLP 9/06/07 2 3/4" P6 UPDATE MOUNTING / OPTIONAL: WALL ANGLE MAY BE 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 DETAIL DRAWINGS. MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 GRT 10/05/07 q. WITH MIN. 1 1 4-20x7 8" SELF 5, 6 6 7 7 9 9, 9, 11, 11 P7 UPDATED CHARTS To ( ) / / 11'-0" r , r r , 16 ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. 12'-0" 5, 6, 6, 7, 7, 9, 9, THE q8 CIC (REPLACED 9, 11, 11, 11 16 WITH �9 ACROSS THE WASHER AT EACH HOLE OR PAIR OF 13'-0" 5, 6, 6, 7 7 9 9, 9, 11, 11, 11, 13 18 BOARD). HOLE LOCATIONS IN LIEU OF WELDING DLP 10/24/07 ° a. 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 P8 UPDATED STEEL ° 4 MOUNTING DETAIL .° MRB 04/11/08 MODELS 6100/8300/8700 (1-3/8" TO 1-5/8" THICK P9 EXPANDED 1-1/2" TO °a A4 - °° ° DOOR CLIP #rS FROM BOTTOM TO TOP SPLICE 1-3/8" DOOR THICKNESS HEIGHT PLATE # CHART UP TO 14' HIGH. _ GRT 12/11/OB 7'-0" 4, 4, 4, 4, 5, 6 8 P70 ADDED MODEL 870D. 3/8" SIMPSON TITEN HD, 8'-0" 4, 4, 4, 4, 5, 6, 6 8 UPDATED TITLE BLOCK 2-3/4" MIN EMBED INTO 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 GRT 6/2/10 MIN 2000 PSI CONCRETE 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 AT EACH HOLE OR PAIR 11'-O" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9 10 OF HOLE LOCATIONS 12'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9 10 WALL ANGLE 13'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9 12 1/4-20x9/16" TRACK BOLT AND 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 CONCRETE MOUNTING DETAIL 1/4-20 HEX NUT TRACK CLIP MODELS 9100/9400/9600/9700/9800 1" THICK HEIGHT CLIP #'S FROM BOTTOM TO TOP SDOOR LICE # 7'-0" 4, 4, 4, 4, 4, 4 6 8'-0" 4, 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4, 4, 4, 4, 4, 4, 4 6 10'-0" 4, 4, 4, 4, 4, 4, 4, 4, 4 6 WagnDATE NAME DRAWN 3/21/07 GRT JOHN E.SLATES,PE Balton CHECKED B/21/O7 MIRE 3121 FAIRGATE DR. SHEET 2 OF 2 CARROLLTON,TX 75007 , FL PE 51737 TX PE 56305/F2203 3395 ADDISON DRIVE DRAWING PART NO. REV. PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR TRACK SUPPLEMENT CHART PENSACFLORIDA 32514 307494 P 1 0 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. �B(850)0)Q� 474-9B9D �r A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. P/N 324620 Rev. P16 SCHEDULEI 5/16"DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB LB/FT NOTES GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 �/� 580 12 9 8 ��` �� 'SCAT Nz� 600 12 s 8 \$� 620 11 9 8 i • ;00 640 11 9 7 No.W737 660 11 8 7 680 10 8 7 r. * OF +�s 700 10 8 7 :�0 ; STATEN 720 10 8 6 i'0••. p,•'? Tao s 7 s ..•RLORM 6 70 s 7 s /,'���//ss 111111 800 9 7 6 1.BASED ON 5/16"DIAMETER LAG SCREWS WITH 1-1/2"O.D.WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2.PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16fU2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.MINIMUM EDGE DISTANCE SHALL BE 1/2",MINIMUM FASTENER SPACING SHALL BE 1-1/2." AND ALL HOLES SHALL BE PRE-DRILLED TO PREVENT SPLITTING. 8.LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD 818.2.1. Digitally signed by John E.Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1'2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED-STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP DOUGLAS FIR SPF LOAD PER SPECIFIC SPECIFIC SPECIFIC JAMB LB/FT NOTE a GRAVITY-0.55 GRAVITY-0.46 GRAVITY-0.42 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a `���� .� ��z/ 600 n/a n/a n/a `\� 0GEN I T�S '//'/ 620 n/a n/a n/a = • `� 640 n/a n/a n/a :• No.0737 660 n/a n/a n/a 680 n/a n/a n/a * ' 700 n/a n/a n/a % ► STATE OF 06 •��= 720 n/a n/a n/a %OiN``��OR�OP 740 n/a n/a n/a / -.-•'�� ��� 760 n/a n/a n/a ////;SSION;;``���� 780 n/a n/a n/a 800 n/a n/a n/a 1.BASED ON 16d COMMON WIRE NAILS(0.162"x3-1/2")OR 16d THREADED HARDENED-STEEL NAILS(0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2"INTO SIDE GRAIN OF MAIN MEMBER. 2.NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=2401b/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7.EDGE DISTANCES,END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:56:58-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB(IN) LOAD PER 2000 PSI 2500 PSI 3000 PSI JAMB LB/FT NOTES CONCRETE CONCRETE CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22580 14 18 21 600 13 17 20 ` �� GENsl� 620 13 16 20 ` �; Ib 640 13 16 19 • No.0737 ` 660 12 15 19 680 12 15 18 700 11 14 17 STATE OF �'�Au- 720 11 14 17 ' �% i t1 740 11 14 16 � �it��` ,�R��P� 7760 11 13 16 80 10 13 16 �4/j;'PONA` 800 1 10 1 13 1 15 1.BASED ON 3/8"0 A307 HEADED OR HOOKED(1.69"MIN.HOOK LENGTH)ANCHOR BOLTS WITH A 2"O.D.WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3"AND A MINIMUM EDGE DISTANCE OF 3". 2.PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 3.LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 4.CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 5.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6.DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:57:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB LB/FT NOTr 4 CONCRETENOTE I CONCRETE NOTE' FILLED CMUNOTE 2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24' 8 540 24 24 8 560 23 24 8 ��` 1 tIN 580 22 24 8 \��� s`ti 1 ► ��/� 600 21 23 8 \\ ' "'oAENgF• 620 21 22 8 = i •� i 640 20 22 8 No.51737 i� 660 19 21 8 680 19 20 8 700 18 za a �� STATE fI 720 18 19 8 � •• i 2 / 0 • LOa, 740 17 19 N/A ��•`� � \ P• \\\ 760 17 18 N/A &10N 780 16 18 N/A s 11100 `` 800 16 17 N/A 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4"AND A MINIMUM EDGE DISTANCE OF 2-3/4". 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4",A MINIMUM EDGE DISTANCE OF 4",AND A MINIMUM END DISTANCE OF 4". CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:01 -06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB(IN) LOAD PER 2500 PSI 4000 PSI 2000 PSI GROUT JAMB LB/FT NOTr4 CONCRETE NOTE I CONCRETE NOTE FILLED CMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8- 580 580 24 24 8 �� ,,Q ��eEN$�:•,� /� 600 23 23 8 620 22 22 8 No.51737 640 22 22 8 660 21 21 8 680 20 20 8 -:: -61- STATE OFaftW 700 20 20 8 'iQ . ` 720 19 19 8AORM �� 7740 19 19 8 60 18 18 8 /,,,�✓,f�Q�A1��```\ 780 18 18 8 800 17 17 8 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILT]KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4"O.D.WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2"AND A MINIMUM EDGE DISTANCE OF 411. ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE(3)ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6"FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD(PSF)TIMES DOOR WIDTH(FT)DIVIDED BY 2. EXAMPLE: DESIGN LOAD=30psf DOOR WIDTH=16ft LOAD PER JAMB=30psf x 16ft/2=240lb/ft 5. CHART IS BASED ON 6'-6"MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. 6.DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF(SPECIFIC GRAVITY>=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL,INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8.SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E.Scates,P.E. Approved Date:2015.02.20 09:58:27-06'00' John E.Scates,P.E. 3121 Fairgate Dr. Carrollton,TX 75007 Fl-PE 51737 TX PE 56308/1'2203 Revision P16 Wayne® REV SIGNS Balton 3395 ADDISON DRIVE PENSACOLA,FLORIDA 32514 (850)474-9890 SEE OEi AILS 1.2,AND 3 -REQUIRED FOR VERTICAL 1 POST PEINFORCNG SYSTEMS. 6-MAX. FASTENERS PER SCHEDULES 1 HARD 4 ST UOM 2>.4 STRUCTURAL GRADE LUMBER FOR pDOR HEIGHT MAXIMUM ATIAC 1,11 NTSUBST TOA SPICING WOOD IMUSTRATC TO MINIMUM 2,6 FOR AT TACH IEM1:AN HO CONCRETE AND GROUT FILLED CMU, IYP. ;.•�enia• �i4 �i • , DOOR WIDTHNo.51737 ��p STATE OF ; � j` �i��.P•S�LOR�OP �� MINIMUM 2.G PINE BRACKETSOUTHERNLOCK SOUMUN 2.6 P3 BRACKET SODIUM PINE BRHEADE AEAOER LOCK S.UIHEd 2�0 g7 HEADER LOCK SOUTHELUMBER. LUMBER. LUMBER. J I L 1 (2)3/e'SIMPSON 11TEN HD SCREW L(4)3/8'SMPSON TITEN ND SCREW (4)3/8-DIA LAG SCREWS ANCHOR VITH A 1 1/4'WASHER AND ANCHOR WITH A 1-1/4'WASHER AND WTH 1-1/4'O.D.WASHERS. A MINIMUM EMBEDMENI DEPTH OF A MINIMUM EMBEDMENT DEPTH 0= LAG SCREV,S SHALL HAVE A 2-3/4'AND A MINIMUM EDGE 2-3/4"AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 4, 2-3/" DISTANCE OF 4'. 1-9/32-INTO THE MAIN Digitally signed by John E.Scates,P.E. orTAP 1 DE�a TD€aISUPPORT MEMBER. L� Date:2015.02.2009:58:53-06'00' MINdDM x=�o__s=w rsl-cssG�r c2ncREE MLrvMUV-zOQo rsl eRQ -U E�cMu W�o�suPPORT sRucT�R� J I MA%IMUM DESIGN LOAD IAOTr.MA/IMUM DESIGN LOAD HOTEL MAXIMUM DESIGN LOAD DATE NAME .BHN E SCATCS.PE CAPACITY OF 2085 LBS. CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. ORAWN 5/24/07 CRT mvI I—IL- SHEET 1 OF 2 cAxRo.LTON.T%1-1301CHECY,ED R PC 51)3)T%PC Eb30X/lTTO] DRAWING PART NO. REV. PP ArICAV01 F"AAEN'S S?N PFUCTIC DET EOF JAMB CONNECTION SUPPLEMENT 324620 P16 KRIlICAPOx C!MnOLDID COxSiPDC110N OEiu:i vague REVISIONS palton 3395 ADDISON DRIVE PCNSACOLA,FLORIDA 32514 (850)474-9890 MIN 2500 PSI CONCRETE MIN 2 x 4 SPF(G-0.42)OR BETTER WALL STUD NOSE:MAX ALLOWABLE FASTENER tl0_ff;MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED 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 RESPONSIBIUTY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF I OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR THE STRUCTURE e EXTERIOR SHEATHING d < 44 __1, 3/8•SIMPSON TITEN HD, SHEATH NG INTERIOR 2-3/4•MIN EMBED.MIN 5/16•LAG SCREW YAl1i fi•BETWEEN JANE 1-9/3Y EMBED IN CENTER OF BRACKET LOCATION STUD(2 1/4•)FOR EACH :I JAMB BRACKET LOCATION ,S JAMB BRACKET JAMB BRACKET 1/4-20xOLT' 1/4-20x9/16• TRACK BOLT AND TRACK BOLT AND 1/4-20 HEX NU 1/4-20 HEX NU ,��1 �7 TRACK `O �G�N+�l � DIRECT CONCRETE MOUNTING DETAIL TRACK DIRECT WOOD MOUNTING DETAIL 4 MA%420 LBS PER LAG42O LBS PER FASTENER \ 4 F No.W737 jr. : d'` 61-, STAN OF ' -p-LORM-' ms?N�. NAL /81111110�\ Digitally signed by John E.Scates,P.E. Date:2015.02.20 095926-06'00' DATE NAME l N L WAITS.PE DRAWN 4 10 13 CRT 31]1 FARCAIL IR. C'a"TDN,TX TACT SHEET 2 OF 2 CHECKED FL PE 51)!>IX P[�lJB'l—J DRAWING PART N0. REV. Pvie�ncil�GrAi o�:nN°cio•�ccHs�aucnEox JAMB CONNECTION SUPPLEMENT 324620 P16