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HomeMy WebLinkAboutProduct Approval Exterior Doorsf 1/16/2017 Florida :,� i ;� Product Approval li�� USER: Putilic User Florida Building Code Online ��,' ,.� .; �.D6PR�NfNG�r A9l5Ut" OB`PR. GBPN Dl1!IgI1JP18 CbK1'AC'T68FIt, > Product or Application Search > Application List > Application Detail FL # FL9174-R11 Application Type Revision Code Version I 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived =a 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 Si Technical Rep iesental Address/Phone/Email Quality Assurance Representative Address/Phon,�e/Email Category Subcategory Compliance Florida Engineer or Architect Name who developed the Evaluation Report Florida Licerise Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence ReferencediStandard and Year (of Standard) i i I Greg Taylor gtaylor@Wayne-Dalton.com Greg Taylor 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 gtaylor@wayne-dalto Exterior Doors Sectional Exterior Door Assemblies M''17-151" Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J7 Evaluation Report - Hardcopy Received John E. Scates PE-51737 Intertek Testing Services NA, Inc. 06/27/2038 Kurt Dietrich PE 66 Validation Checklist - Hardcopy Received FL9174 R11 COI Cert of Ind Scates 2011 s.pdf Standard Year DASMA-108 2002 DASMA-115 C 2005 Equivalence of Product Standards J�/ •(V'� Certified By' I Sections from the Code v- https://www.floridabuilding.org/pr/pr_i pp dtl.aspx?param=wGEVXQwtDqufl1JRfkNxf6u7ojnlOheH%2b KJkizESWxAzegKuY8GeGQ%3d%3d 1/6 1/16/2017 Florida Building Code Online Product Approvall Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 FL # I Model, Number or Name Description 9174.1 I 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 Rll II 0228 318958 P7.pdf Approved for use outside HVHZ: Yes FL9174 k11 II Track Supplement Chart P10.pdf Impact Resistant: Yes Design Pressure: +26.90/-30.80 FL9174 R11 II WD3ambSuoplementP16 s.odf 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 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 i 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 Usel Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement FL9174 R11 II 0229 318959 PB.pdf FL9174 Rll II Track Supplement Chart P10.odf FL9174 Rll II WDJambSuoplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.odf I FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes i 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 Approved for Approved for Impact Resistant: Design Pressure: use in HVHZ: No use outside HVHZ: Yes Yes +25.90/-28.80 Installation Instructions FL9174 Rll II 0230 318960 P10.pdf FL9174 Rll II Track Supplement Chart P10.odf FL9174 R11 II WD3ambSuoplementP16 s.odf 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 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 i 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 Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf FL9174 R11 II WDJambSuoplementP16 s.odf Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed asi partially enclosed or door is a replacement 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 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 i 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 Approvedlfor use in HVHZ: No FL9174 R11 II 0234 319022 PS.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: Yes FL9174 R11 II WDJambSuoplementP16 s.pdf I Verified By: John E. Scates P.E. FLORIDA PE 51737 https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquFl1JRtWxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 216 1/16/2017 Florida Building Code Online ' Design Press re: +43.20/-49.60 Created by Independent Third Party: Yes Other: I Evaluation Reports FL9174 R11 AE ASTM A 653.ndf FL9174 R11 AE Eval Rent 9100 rl s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.6 1 15120 / 6100 / 9100 #0235 Limits of Use Approved forluse in HVHZ: No Approved forluse outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: I 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0235 319023 P6.odf FL9174 R11 II 319040 P1 Post.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 Rll II WDJambSuoolementP16 s.pdf 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 Rent 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes 9174.7 I 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Usel Installation Instructions Approved fogy use in HVHZ: No FL9174 R11 II 0232 318999 P5.pdf Approved fogy use outside HVHZ: Yes FL9174 R11 II Track Suonlement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 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 wind- Created by Independent Third Party: Yes borne debris Feglon unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf I FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.8 1 15120 / 9100 #0233 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris! region unless protected or unless structure is designed as partially enclosed or door is a replacement door. I 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0233 319000 PS.odf FL9174 R11 II Track Supplement Chart P10.pdf FL9174 R11 II WDJambSuoolementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf 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 FL9174 Rll II 319040 P1 Post.ndf Impact Resistant: Yes FL9174 R11 II Track Sunolement Chart P10.pdf Design Pressure: +30.00/-33.50 FL9174 Rll II WDJambSuoolementP16 s.ndf Other: I 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 Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 91!74.10 v 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing '-y- available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0237 319025 P6.pdf Approved for use outside HVHZ: Yes FL9174 Rll II 319040 P1 Post.pdf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.ndf 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 F1 9174 R11 AE E I R t 9100 1 df a eo r s.p FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqufl1JRtWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3/6 1/16/2017 Florida Building Code Online 9174.11 i 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 Approved forluse outside HVHZ: Yes FL9174 R11 II 0600 319026 P4.pdf FL9174 Rll II Track Suoolement Chart P10.Ddf Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- FL9174 R11 II WDJambSupplementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement Evaluation Reports FL9174 Rll AE ASTM A 653.odf door. l FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.12 j 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 Usel Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 FL9174 Rll II 0601 319027 P4.pdf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 R11 II WDJambSupplementP16 s.pdf 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 FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes i 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used In the wind- borne debrisl region unless protected or unless structure is Installation Instructions FL9174 R11 II 0602 319028 PS.pdf FL9174 R11 II Track Supplement Chart P10;pdf FL9174 Rll II WDJambSuoolementPl6 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement F1-9174 Rll AE ASTM A 653.odf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf I FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes i 9174.14 I 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.odf Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is FL9174 Rll II Track Supplement Chart P10.odf FL9174 Rll II WD3ambSuoolementP16 s.pdf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rent 9100 rl s.odf I FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes i 9174.15 i 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 dse Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0604 319030 PS.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes FL9174 R11 II 319040 Pl Post.odf FL9174 Rll II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupplementPl6 s.pdf Other: l Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653pdf l FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes i 9174.16 i 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing #0605 available in top or intermediate section. Limits of Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL9174 Rll II 0605 319031 P4.pdf FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WDJambSuoolementP16 s.odf https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqufllJRflNxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeG0%3d%3d 4/6 I 1/16/2017 Florida Building Code Online Design Pressure: +15.30/-17.00 Other: Doors with glazing shall not be used in the wind- Verified By: John E Scates P.E. FLORIDA PE 51737 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 Rll AE ASTM A 653.pdf door. I FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.17 I 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 Usel Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0606 319032 P6.Ddf 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- borne debris region unless protected or unless structure is FL9174 Rll II 319040 P1 Post.Ddf FL9174 Rll II Track Supplement Chart P10.pdf FL9174 Rll II WD3ambSupplementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 R11 AE ASTM A 653.Ddf I FL9174 R11 AE Eval Rent 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes I 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Installation Instructions FL9174 Rll II 0609 319035 P5.pdf FL9174 Rll II 319040 PS Post.odf FL9174 Rll II Track SupDlement Chart P10.odf FL9174 Rll II WDJambSuDDlementP16 s.Ddf Other: I Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party: Yes I 9174.19 I 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 Approved ifor use outside HVHZ: Yes FL9174 R11 II 0608 319034 P4.Ddf FL9174 Rll II Track Supplement Chart P10.Ddf Impact Resistant: No 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 designed as partially enclosed or door is a replacement FL9174 Rll II WDJambSuDDlementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf I FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes I 9174.20 I 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 PS.pdf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No Design Plressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement FL9174 R11 II WDJambSuDDlementP16 s.Ddf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf door. i FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Odf Created by Independent Third Party: Yes Hack Next I Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 I The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement I 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 mall to' this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1),' Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: I https://www.floridabuilding.org/pr/pr app dW.aspx?param=wGEVXQwtDqufl1JRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGO%3d%3d 5/6 1/16/2017 Florida Building Code Online 0 ® eCheck m Credit Card Safe I https://www.floridabuilding.org/pr/prl app dtl.aspx7param=wGEVXQwtDqufl1JRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 6/6 IOC 1. NON -IMPACT RESISTANT GLAZING OPTION - .090' MINIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH A 1/8' BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OF (6) #Sxl" SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS DRAWING. GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WARD -BORNE DEBRIS REGIONS. GLAZED SECTION REQUIRES 18 GAJ-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-1408' SELF DRILLING CR[MPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR SOLE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 2. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS). GLAZING SHALL BE 1/4" MAKROLON-AR POLYCARBONA7E OR EQUAL GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08% GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS SEE DETAIL H ON SHEET 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE DETAIL J SHEET 2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR STILE 70 BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-140/8" SELF DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6" O.C. MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. 4. KEY LOCK OR SLIDE LOCKS REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE POLYURETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 GA MIMMUM FACER STEEL AND A POLYLAMINAIE BACKER END CAP TO HAVE A MINIMUM 1.1" DEPTH. 6. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 7. DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE 8. LOUVER OPTION - .040" MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER W17H A MINIMUM OF (6) #Bx1' SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR S71LE TO BE FAC70RYINSTALLED AT THE CENTERUNE OF THE DOOR. JOHN E. SCATES. PE 3121 FAIROATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE 5530B/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERMCATION OF NINDLOAD CONSTRUCTION DETAILS 13 GA HORIZ ANGLE 13 GA FLAG ANGLE 16 GA MIN HORIZ TRACK 5/160-5/8 LAG SCREWS (MIN 3 AS SHOWN) 16 GA MIN VERT TRACK 5/16x1-5/8' LAG SCREW AT EACH --JAMB-BRACKET 1/4-20x9/16' TRACK BOLT AND 1/4-20 HEX NUT AT EACH JB JAMB BRACKET LOCATION 15 GA STIFFENED JAMB BRACKETS SEE SCHEDULE FOR INANITY, LOCATION, AND TYPE KEY LOCK OR SLIDE L BOTH ENDS (SEE NOTE SLIDE LOCK SHOWN NOTE: (4) SECTION SOLID DOOR SHOWN. SEE SHEET 2 FOR U-BAR LOCATIONS ON DOORS WITH OTHER SECTION QUANTITIES AND SEE NOTES 1 AND 2 ON THIS SHEET FOR GLAZING OPTIONS. GA END CAP JAMB BRACKET SCHEDULE ODOR HEIGHT NO. OF SECTIONS B BRACKETS (EACH JAMB) TRACK TYPE LOCATIONR O J BRACKETS MEASURED FROM BOTTOM OF TRACK (ALL DIMENSIONS t 2-) 7'-0" 4 5 01 JB 13' (01), 25-1 2" (JB). 45-1 4' (01). 63" JB 7'-0' 4 5 FAT " (JB), 10" (0), 25-3/4 JB , 42- (JB), 63-1/47 (JB) 8'-0' 5 6 QI " (JB). 13" (OI), 23- (JB), 34' (JB), 47-7 B'-0" 5 6 FAT JB , 10' (dB). 21-3 4" (JB)- 29-- -- JB , 48 JB , 66 (JB) 8'-O'/HIGH LIFT/ROOF PITCH SEE NOTE BELOW NOTE (JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. (QQ FOLLOWING DIMENSION DENOTES DUCK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK ALL DOORS WITH HIGH LIFT AND/OR ROOF PITCH REQUIRE USE OF CONTINUOUS WALL ANGLE SEE SUPPLEMENT TRACK CHART FOR DETAILS. q DOOR 1 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SE( NOTE: POST SYSTEM IS TO I INSTALLED ON THE CENTER LINE OF THE DOOR. SEE WINDLOAD POST INSTALLATION INSTRUCTIONS. SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX MAX UNIFORM POINT LOAD AT HEADER AND DOOR DOOR LOAD EACH SLAB AT EACH POST WIDTH HEIGHT JAMB P LOCATION LBS 7'-0" 180.6/-224. +1617.0/-1802.6 18'-0' 8'-0" 180.6/-224. +1837.5 -2D4a5 REVISIONS 1ERIMPOSED DESIGN :SSURE LOADS ON IPORTNG STRUCTURE 3 5/10/06 ADDED SHORT PANEL ZING OPTION (NOTE 1) 6/30/06 ADDED IMPACT 2STANCE TO DOOR. )ED JB JAMB BRACKET 2" LOCATION. MODIFIEC IE 9 TO STATE THAT WERS ARE NOT IMPACI 1STANT. 6/6/07 MODIFIED JAMB ICKET SCHEDULE FOR 'OPTION. ADDED LHR ,CK DETAIL SHEET 2. 5 ADDED IMPACT RESISTANT GLAZING. ADDED CONCRETE DETAIL 5 SHEET 2. ADDED TEXAS CENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. ADDED HIGH LIFT . AND ROOF PITCH TRACK NOTE. GRT 7/22/08 P6 UPDATED TITLE BLOCK GRT 8/26/10 Wayne® STATIC PRESSURE RATINGS DESIGN (PSF): +39.20/-43.70 APPROVED SIZES MAX WIDTH: 18'-0" SCALE: N.T.S. DATE SIZE: A NAME Calton TEST (PSF): +58.80/-65.55 MAX HEIGHT: B'-0" DRAWN 1 3/3/06 1 GRT IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 MRB MODELS 5120/9100 SHEET 1 OF 2 ASIDN OF OVERHEAD DOOR CORPDRAWING 3395 ADDISON DRIVE PENSACOLA. FLORIDA"32514 NC REV. P6 WINDLOAD SPECIFICATION OPTION CODE 0237 PART 319025 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR / AND ATTACH THRU END CAP AT WITH (2) 1/4-14x5/8' EACH END WITH (2) 1/4-14x7/8' CRIMPTITE SCREWS ` SELF DRIWNG CRIMPIITE SCREWS FOR STANDARD TRACK AND (3) ° 1/4-14x7/8- SELF DRILLING CRIMPTITE SCREWS FOR LOW . 0• . HEADROOM TRACK (2 OF WHICH ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). LOW HEADROOM TRACK DETAIL A PLACE U-BAR OVER INTEGRAL DETAIL A RIB WITH THE (8) PRE -PUNCHED HOLES EACH END FACING UPWARD USED ONLY ON IMPACT • ' AND ATTACH 7HRU END CAP AT GLAZED SECTION - 11 13 GA ROLLER SUDE ATTACHED TO EACH END V47H (2) 1/4-14x7/8" GA REINFORCEMENT , PRE -PUNCHED HOLES IN TOP OF U-BAR SELF DRIWNG CRIMP.IITE SCREWS BRACKET ATTACHED - WITH (2) 1/4-14x5/6' CRIMP7ITE SCREWS. EXCEPTION: U-BAR PLACED WITH (4) 1/4-14x7/8' 1 USE--NEWMG_HOLE IN SLIDE 70 ENSURE OVER TOP RIB ON THE BOTTOM SELF DRILLING\ PROPER AUGNMENT OF ROLLERS — -- - - --SECTION- SHALL ONLY BE CRIMPTITE SEWS (2 ATTA THpt.. RU END - - T=_--------- - 15 GA HINGE ATTACHED C]1ED CAP A EACH END WITH (1) 1/4-14x7/8' WITH (4) 1/4-14x5/8' / SELF DRIWNG CRIMP711E SCREW CRIMP717E SCREWS (2 OF ° LOCATED ON THE BOTTOM FLANGE WHICH ARE FACTORY OF THE U-BAR NOTE: DUE TO CLEARANCES ATTACHED) REWIRED TO INSTALL SCREWS AT THE ENDS OF THE U-BARS, ALL 2' NYLON U-BARS SHALL BE INSTALLED ON STORMGARD ROLLER SEC71ONS PRIOR TO INSTALLING WITH 4-1/2- STEM ROLLER SLIDES AND TOP FIXTURE DETAIL B ON THE U-BARS. SEE ATTACHMENT NOTES ON THIS SHEET. GA HINGE ATTACHED WITH 1/4-20x PLACE U-BAR OVER INTEGRAL WITH TIT AN CRIMPTITE SCREWS AND (1) RIB AND ATTACH WITH (2) 1/4-14x7/e' SELF DRILLING 1/4-2Ox5/8- CRIMPTITE SCREWS CRIMPTITE SCREW (2 OF THRU PRE -PUNCHED HOLES AT WHICH ARE FACTORY EACH INTERMEDIATE HINGE ATTACHED. 3 OF WHICH ARE LOCATION (1 THRU FLANGE OF FIELD INSTALLED INTO TOP U-BAR AND BOTTOM HINGE LEAF LEAF. AND I OF WHICH IS AND 1 THRU WEB OF U-BAR AND FIELD INSTALLED THRU INTEGRAL RIB OF SEC7iCN) _ PRE -PUNCHED HOLE IN EXCEPTION: AT ALL LOCATIONS U-BAR REQUIRINGA STRAPCKET. (1) DRILLING DETAIL C CRIMPTITE SCREW WILL BE USED. BRACKET AND U-BAR)— — DETAIL J (1) 1/4-14x7/8' SELF DRIWNG CRIMPTITE SCREW AT CENTER LINE OF DOOR THRU J-STRUT & OPERATOR BRACKET. NOTE. J-STRUT & SCREW ONLY REQUIRED ON GLAZED SECTIONS SEE NOTES 1 & 2 SHEET 1� (3) 1/4-14NG �\ SELF DRIWNG CRIMPTITE SCREWS 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH / .o (3) 1/4-14xs/8' _ LACE U-BAR OVER INTEGRAL RIB CRIMP1ITE SCR WITH NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU END CAP AT EACH END WITH (1) 1/4-14x7/8- SELF FOR IMPACT RESISTANCE. DRILLING CRIMPTITE SCREW AS 1/2-130-1/2- BOTTOM BRACKET MUST BE SHOWN AND USE (1)- HEX BOLT & NL SCREWED TO THE BOTTOM - - 1/4-140/8- SELF DRILLING U-BAR WITH CRIMPTITE SCREW ACROSS THE (2) 1/4-14x7/8' SELF DETAIL D BOTTOM OF THE BOTTOM U-BAR DRILLING CRIMPTITE SCREWS. AT EACH PRE -PUNCHED HOLE AT SEE IMPACT BOTTOM BRACKET EVERY HINGE LOCATION. USE (1) DETAIL THIS SHEET. 1/4-204/8' CRIMPTRE SCREW (4) 5/16-12x1' AT ALL OTHER PRE -PUNCHED SELF DRILLING HOLE LOCATIONS SCREWS_ RBX3/4' MIN STAINLESS SCREWS WITH STAD1 M BACKED RUBBER WASHERS 3-1/2- O.C. MAX 1/8' BEAD GE I ULTRAGLAZE SS04000AC ) STRUCTURAL H - SEALANT OR 1 FACER STEED JOHN E. SCATES. PE NON-STRUCTURAL 3121 FAIRGATE DR. DECORATIVE INNER CARROLLTON. TX 75007 WINDOW TRIM FL PE 51737 TX PE 56308/FZ203 PROFESSIONAL ENCINEER'S SEAL PROVIDED ONLY FCR DETAIL H VERIFICATION OF NINDLOAD CONSTRUCTION DETAILS. %ice►��� --___L._ DETAIL F HEADER (4) LAG BOLT & DETAIL E POST ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2)14-14x7o C/RIMPTITE/SCREWS 8" SELF DRILLING 1 IMPACT BOTTOM BRACKET (1) 1/4-140/8- SELF DRILLING CRIMPTITE SCREW EACH SIDE OF STRAP BRACKET (ONLY REGUIRED ON IMPACT I ' GLAZED DOOR) / ALUMINI POST r •1 BOTTOM LOCK DETAIL G PLATE —NON-S7RUCTURAL DECORATIVE OUTER WINDOW TRIM -T1/4' POLYCARBONATE / pan 3395 ADDISON DRIVE ISACILA. FLORIDA 32514 REVISIONS P1 REVISED SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE RB 5/10/06 2 ADDED SHORT PANEL GLAZING OPTION (NOTE 1) GIRT 6/30/06 P3 ADDED IMPACT RESISTANCE TO DOOR. ADDED JB JAMB BRACKET AT 2' LOCATION. MODIFIES OTE 9 TO STATE THAT LOUVERS ARE NOT IMPACT ESISTANT. GIRT 6/6/07 SECTION DOORS 4 MODIFID JAMB I (6) 3'. 18 GA. RACKET SCHEDULE FOR (SI U-BARS AT OPTION. ADDED LHR ATED OVER ,. _TRACK DETAIL SHEET 2. SHOWN - (4) SECTION DOORS WITH (5) 3', 18 GA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN B'XB'MIN 1 TURNDOWN / SLAB AT EDGE • 16' MIN , �j EDGE CONCRETE DETAIL 1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-144/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/4-140/8- SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP (EXCEPT 807H U-BARS ON BOTTOM SECTION - SEE DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8- CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-145/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM BEC71ON SHALL HAVE A TOTAL OF (18) SCREWS EACH. 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN THE 70P OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING• ALL PRE -PUNCHED HOMES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-14xS/8' CRIMPTITE SCREWS 3. 18 GA U-BARS SHALL BE STAMPED '46" APPROXIMATELY a" FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES DESIGN (PSF): +39.20/-43.70 MAX WIDTH: 18'-0' TEST (PSF): +58.80/-65.55 MAX HEIGHT: B.-O. IMPACT/CYCLIC RATED (YES/NO): YES IMAX SECTION HEIGHT. 21 MODELS 5120/9100 WINDLOAD SPECIFICATION OPTION CODE 0237 ET 2. ADDED TEXAS 7NSE NUMBER TO T1TU 0K. CHANGED LOUVER E. ADDED HIGH LIFT I ROOF PITCH TRACK E. 7/22/08 UPDATED TITLE BLOCK 8/26/10 I 1 3/3/06 1 CRT EO 4/6/06 1 MRB SHEET 2 OF 2 DRAWING PART NO. I REV. 319025 P6 Wayne —Dalton Corp. P.O. Bo 67 Mt. Hoppe 6H 888) 8 1'96' www.wayne—dalton.com READ ' LOAD F MANUA LOAD F WINDLOAD POST MODELS 5120/5140/6100/9100/9400/9600 INSTALLATION INSTRUCTIONS IMPORTANT NOTICE! IE ENCLOSED INSTRUCTIONS CAREFULLY BEFORE INSTALLING THIS WIND ST. PAY CLOSE ATTENTION TO ALL WARNING LABELS AND NOTES. THIS SHOULD BE ATTACHED TO THE WALL IN CLOSE PROXIMITY TO THE WIND ST. ©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) 15/16"x1-5/8" LAG SCREWS PROVIDED AS SHOWN IN FIGURE 1. HEADER LOCK / TOP 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 ° THE DOOR. NOTE: DRYWALL OR A Y 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 TO INCLUDE THE THICKNESS OF THE WOOD SO 5/16-18x2-1/2" SCREWS THAT A MINIMUM OF 1; 1/2" OF LAG SCREW HEX BOLT & NUT F/GURE I INNER POST PENETRATION INTO THE HEADER IS MAINTAINED. MODELS 512015IC1940019600 STEP � ALIGN THE LARGE DIAMETER HOLE IN THE TOP PLATE EXTENSION WITH THE THIRD HOLE IN PLATE THE TOP LOCK PLATE AS SHOWN IN FIGURE HEADER , ' ' _ ON EXTENSION FOR MODELS 5120/5140/9100/9400/9600 OR HEADER LOCK / 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" HEXI BOLT AND NUT. ALIGN THE ASSEMBLY OVER ITHE 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 2-1/2' % 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 NOTCH. ALLOW THE OUTER POST TO SLIDE I MODEL ElOO DOWN THE INNER POST UNTIL THE BOTTOM OF THE OUTER POST RESTS ON THE FLOOR. S LF PLUMB THE POST ASSEMBLY. DRILLING CRIMPTITE STEP 4: SCREWS ENSURING THE POST ASSEMBLY IS PLUMB, TRACE THE OUTLINE OF THE BOTTOM OF THE STRAP I ALUMINUM OUTER POST ON THE FLOOR. REMOVE THE BRACKET / POST 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 'X', DRILL A 5/8" DIAMETER HOLE A MINIMUM (2) 5/16-12x1"` STRAP I OF 3-1/2" DEEP INTO THE FLOOR. CLEAN SELF DRILLING SCREWS W/ 5/16" DUST OUT OF HOLE. FLAT WASHERS STEP 5: 1 ASSEMBLE THE BOTTOM LOCK PLATE BY SLIDING (1) 1 /2-13z3-1 /2" BOLT DOWN BOTTOM THROUGH THE TOP THE BRACKET AND 1 /2-13x3-1 /2" HEX BOLT & NUT LOCK PLATE 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) 5/16-12x1" (4) 5/16-12x1" F/GURE 3 SELF DRILLING SCREWS AS SHOWN SELF DRILLING IN FIGURE 3. I SCREWS -2- WIND LOAD POST INSTALLATION INSTRUCTIONS (3) 1 /4-140/8" STEP 6: SELF DRILLING PLACE THE POST ASSEMBLY INTO POSITION CRIMPTITE SCREW: BY LOWERING THE TOP PLATE EXTENSION INTO THE NOTCH IN THE HEADER LOCK BRACKET UNTIL THE TOPI 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 5/16" HITCH PINS THE OUTER POST INTO THE HOLE IN THE 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 E FLOOR. SELF DRILLING SCREWS W/ 5/16 STEP 7 FLAT WASHERS - ATTACH THE STRAP BRACKETS TO THE TOP SIDE OF THE U-BARS iTH (3) 1/4-140/8" SELF DRILLING CRIMP11TE 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 I PIN AS SHOWN. RAISE THE BACK OF THE STRAP UNTIL THE STRAP IS PERPENDICU I]IAR 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 ITHE REMAINING STRAPS. NOTE: THE STRAP ISM DESIGNED TO SLIDE FREELY BETWEEN THE ISCREWS 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 -3- FIGURE 4 COMPLETED INSTALLATION ON (4) SECTION DOOR FIGURE 5 LOCKING STRAP WIND LOAD POST INSTALLATION INSTRUCTIONS 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 STRAPJ 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 1 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 ITHE PLASTIC PLUG INTO THE HOLE IN THE FLOOR. AFTER INSTALLATI IN 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 INISTALLER — ONE (1) WIND LOAD PSF LABEL PER DOOR. 1 2. APPLIED BY INSTALLER — ONE (1) WIND LOAD POST INSTALLATION INSTRUCTIONS LABEL TO BE APPLIED TO INSIDE OF DOOR, NEAR END IOF SECOND SECTION. 3. APPLIED BY INSTALL ER — ONE (1) EMERGENCY HIGH WIND SITUATIONS TAG TO BE APPLIED TO POST(S) WHEN STORED ON WALL FOR CONSTANT REMINDER TO CONSUMER. ��VEIk.. o F FIGURE 6 —4— A 14" MAX 12" MAX 12" MAX I 1 12" 4 u MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOIfN E. SCATES, PE 3121 FAIROATE DR. CARROLLTON. TX 75007 FL PE 51737 TX PE 56308/FZ203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERff ICA71ON OF WINDLOAD CONSTRUCTION OETAUS. PLATE LOCATION :HEDULE 13 GA MIP CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE TRACK (3) 1 /4"-20 TRACK DR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING-DETAIL- 13 GA MIN CONTINUOUS TRACK WALL ANGLE j ❑ (2) 1/4" X 7/16 SEMI j TUBULAR RIVITS i o CUP DETAIL 11 GA MIN `� ❑ (1) 1/4"-20 TRACK OR CARRIAGE BOLT SCIHEDULE /P SEE�` WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL CLIP LOCATIONS 0.28"U , II III 1 `•. 11 GA MIN SEE SCHEDULE P SEE SCHEDULE 2 AI..-(1) 1/4"-20 TRACK TRACK 13 GA MIN i OR CARRIAGE BOLT CONTINUOUS WITH 1/4'.-20 NUTE WALL ANG - TRACK TYPICAL CLIP WELDING DETAIL DESIGN PRESSURE CHART MAX DODOTRR MAX PSF WI 9'-0" +46.0 PSF —52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF 18'-0" +46.0 PSF/-52.0 PSF REVISIONS 2 INCH CK—CUPS—TEXAS L ANGLE 12 FOOT IATED 6/11/03 UPDATED FORMAT. TEASED ALLOWABLE SSURES TO 1.00/-52.00 PSF FOR DOOR WIDTHS. AGED TEXAS WALL :LE' TO "CONTINUOUS L ANGLE'. ADDED 'STRATE MOUNTING AIL, CHANGED TO N HD ANCHORS 4/2/07 8024 WITH OVERLAY -TRACK -CUP IEDULE. 8/21/07 UPDATED MODELS IED IN CHARTS. )ATED SPLICE k CUP IEDULES. 9/06/07 UPDATE MOUNTING 'AIL DRAWINGS. .10/05/07 UPDATED CHARTS TO IINATE THE USE OF : p8 CUP (REPLACED N b9 ACROSS THE UPDATED STEEL 1NTING DETAIL 1 04/11/08 EXPANDED 1-1/2- TO 5/8" DOOR THICKNESS 1RT UP TO 14' HIGH. •12/11/08 UPDATED TITLE ICK . 6/2/10 Wagne® DRAWN DATE 8/21/07 NAME GIRTBalton CHECKED 8/21/07 MR13 3395 ADDISON DRIVE PE`' (850)A474 09890 32514 SHEET 1 OF 2 DRAWING PART NO. 307494 REV. P1 o TRACK SUPPLEMENT CHART 2 3/4" t1" EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN-2-x-6_NO.2- SPF (G=0.42) OR MIN 3/16" THICK STEEL -FOR MOUN WALL ANGLE E60XX MIN. 1 /8 2-24 1/8 V 2-24 BETTER AT EACH ff �1/4-20x9/16" HOLE LOCATIONS PAIRTRACK BOLT AND / HOLE LOCATIONSS 1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL CONCRETE MOUNTING DETAIL JOHN E. SCATES. PE 3121 FAIROATE DR. CARROLLTON. TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERF=TION OF 81NDLOAD CONSTRUCTION DETAILS. WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDIN( 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO - MIN 2000 PSI CONCRETE - AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE '1 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2" THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICEHEIGHPLATE # 7'-0" 7, 9. 9, 9, 9, 11 16 8'-0" 7, 9. 9, 9, 9, 11, 11 16 9'-0" 7, 9, 9, 9. 9, 11, 11, 11 18 10'-0" 7, 9, 9, 9, 9, 11, 11. 11. 13 18 11'-0" 7. 9, 9. 9, 9, 11. 11, 11, 13, 13 20 12'-0" 7, 9. 9, 9, 9, 11, 11, 11. 13, 13, 13 20 13' - 0" 7, 9. 9, 9. 9. 11, 11, 11, 13, 13, 13, 13 22 14' - 0" 7, 9. 9. 9, 9. 11, 11, 11, 13, 13, 13, 13 22 MODELS 5200 8000 8024 8100 8124 8500 2" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP LICE PLATE # 7'-0" 5, 6. 6, 7, 7, 9 12 8'-0" 5, 6, 6, 7, 7, 9, 9 12 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6. 6, 7, 7, 9, 9. 9, 11, 11 16 12'-0" 5, 6, 6. 7, 7, 9, 9. 9. 11, 11,.11 16 13' - 0" 5, 6. 6, 7, 7. 9, 9, 9, 11, 11, 11, 13 18 14' - 0" 1 5, 6, 6, 7, 7, 9, 9. 9, 11. 11. 11, 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK DOOR HEIGHT CLIP #'S FROM BOTTOM TO TOP PLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4. 4. 4. 4, 5. 6. 6 B 9'-0" 4, 4, 4, 4, 5, 6, 6. 7 8 10'-0" 4, 4. 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4. 4. 4, 4, 5, 6, 6. 7, 7. 9 10 12'-0" 4, 4. 4, 4, 5, 6, 6, 7, 7, 9, 9 10 13'-O" 4, 4. 4, 4, 5, 6, 6. 7, 7. 9, 9, 9 12 14'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1" THICK DOOR HEIGHPLATE CLIP #'S FROM BOTTOM TO TOP SPLICE # 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 4, 4. 4, 4. 4, 4, 4, 4. 4 6 REVISIONS WALL ANGLE 12 FOOT UPDATED BPJ 6/11/03 P3 UPDATED FORMAT. INCREASED ALLOWABLE PRESSURES TO +46.00/-52.00 PSF FOR ALL DOOR WIDTHS. CHANGED "TEXAS WALL ANGLE" TO "CONTINUOUS WALL ANGLE". ADDED SUBSTRATE MOUNTING DETAIL. CHANGED TO TITEN HD ANCHORS GRT 4/2/07 P4 CHANGED FORMAT. ADDED MODELS 9800 AND 8024 WITH OVERLAY UPDATED MODELS IEO IN CHARTS. )ATED SPLICE & CUP IEDULES. 9/06/07 UPDATE MOUNTING AIL DRAWINGS. 10/05/07 UPDATED CHARTS TO AINATE THE USE OF :#B CUP (REPLACED 1 a9 ACROSS THE wu). '10/24/07 UPDATED STEEL JNTING DETAIL 3 04/11/08 EXPANDED 1-1/2" TO 5/8" DOOR THICKNESS UAT UP TO 14' HIGH. •12/11/08 ADDED MODEL 8700. )ATED TITLE BLOCK . 6/2/10 DATE NAME Dalton DRAWN 8" 17 i GRT CHECKED 8/21/07 MR8 SHEET 2 OF 2 3395 ADDISON DRIVE Pam'( 50)A474°989A0325'4 DRAWING PART NO. 307494 REV. 1pio TRACK SUPPLEMENT CHART 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 TeOhnical Data Sheet TDS-161 may be used as an alternate to this document. P/N 3246201 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/ NOTE a 100 24 24 24 120 24 24 1 24 146 24 24 24 166 24 24 24 186 24 24 24 206 24 24 24 220 24 24 22 246 24 24 20 260 24 22 19 286 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 360 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 560 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 560 12 9 8 660 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 7,80 9 7 6 800 9 7 6 SrCA /Nz lb No. 51737 * � * X -O ; STATE OF ; i � 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 JAMBICALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = kpsf x 16ft/2 - 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'4' MAXIMUM DOOR HEIGHT. f 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. S. 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 IDISTANCE 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 B18.2.1. Diigitally 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 PEI56308/F2203 Revision P16 I i SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS i MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FTNon:3 1001 24 24 19 120 24 20 16 1401 21 17 14 1601 18 15 12 1801 16 13 1.0 2001 15 12 2201 13 11 8 2401 12 10 8 2601 11 _ 9 7 2801 10 8 7 3001 f 10 8 6 3201 9 7 6 3401 8 7 n/a 3601 8 6 n/a 3801 7 6 n/a 400,' 7 6 n/a 42d 7 Na n/a 446 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a -526 n/a n/a n/a 546 n/a n/a n/a - 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 626 n/a n/a n/a 646 Na n/a n/a 666 n/a n/a n/a 680 n/a Na n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 70 n/a n/a n/a 780 Na n/a n/a 800 Na n/a Na No. 0737 STATE OF I Zzjoss ONA; �� \` �1111 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. EXAMPLEI DESIGN LOAD - 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 - 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'4' 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' I John E. Scates, P.E. 3121 Fairgate Dr. Carrollton; TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE 3 3/8 0-30.1 1 IEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB (CB/EDNOTE3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI 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 1300 24 24 24 1320 24 24 24 1340 24 24 24 1 360 23 24 24 1380 22 24 24 1400 20 24 24 420 19 24 24 1440 19 23 24 1460 18 22 24 1480 17 21 24 1 500 16 20 24 1 520 16 20 24 1 540 15 19 23 1 560 14 18 22 1 580 14 18 21 1 600 13 17 20 1 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 11 14 16 760 11 13 16 780 10 13 16 800 1 10 13 15 No.51737 STATE OF �� s/ONA` �� N 1. BASED ON 3/8I'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 BY2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft12 = 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. John E. Scates, 3121 Fairgate Carrollton, TX' FL PE 51737 1 illy signed by John E. Scates, P.E. 2015.02.20 09:57:27-06'00' 56308/F2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB IN LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETENOTE' 4000 PSI CONCRETE NOTE I 2000 PSI GROUT FILLEDCMUNOTE2 too I 24 24 24 120 1 24 24 24 140 1 24 24 24 160 I 24 24 24 180 24 24 24 200 24 24 24 2-20 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 3001 24 24 16 3201 24 24 16 3401 24 24 16 3601 24 24 16 3801 24 24 8 4001 24 24 8 4201 24 24 8 4401 24 24 8 4601 24 24 8 4801 24 24 8 5001 24 24 8 5201 24 24 8 5401 24 24 8 5601 23 24 8 580; 22 24 8 6001 21 23 8 626 21 22 8 646 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 726 18 19 8 740 17 19 N/A 766 17 18 N/A 786 16 18 N/A 800 16 17 N/A • lip V, t No. 51737 .0 ; STATE OF ; _ � '�� 0�` •••�CORIOP 00S . �Zz 0.SioNa%- 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. DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ftl2 = 240lb/ft 5. CHART IS BASEDI 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. 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 5 Revision P16 SCHEDULES BOLT 3 EXPANSION ANCHOR 1 MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ NOTE4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETENOTE 2000 PSI GROUT FILLEDCMUNOTE2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 2201 24 24 24 2401 24 24 24 2601 24 24 24 2801 24 24 24 3001 24 24 24 3201 24 24 16 3401 24 24 16 3601 24 24 16 3801 24 24 16 4001 24 24 16 4201 24 24 16 4401 24 24 16 4601 24 24 16 4801 24 24 8 500! 24 24 8 520" 24 24 8 546. 24 24 8 560, 24 24 8 580 24 24 8 600 23 23 8 620 22 22 a 640 22 22 8 666 21 21 8 686 20 20 8 706 20 20 8 726 19 19 8 746 19 19 8 760 1 18 18 8 780 18 18 8 800 17 1 17 1 8 `� �0SNN.'%r F NBF •.,ti� • No.0737 so Slow STATE OF 4-4 loo Z/;`� 0R% d ; 6 ONAL 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"0IiILTI 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 4". 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. DESIGN LOAD = 30psf DOOR WIDTH =16ft LOAD PER JAMB = 30psf x 16ft/2 = 2401b/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. illy signed by John E. Scates, P.E. 2015.02.20 09:58:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 TX PE Revision P16 Wayne® Batton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 p`I;t� • I No.51737 j 44 •7T%;M OF I A-� • 'III Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53 -06'00' JOIN E. SCATESI PE 3121 FAIRGATE DR. CARROLLTON. TX 75007 FL PE 51737 TX PE 56308/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS 1 6' MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2X4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2.6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU. TYP. SEE DETAILS 1. 2. AND 3 - REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS. DOOR HEIGHT 6' MAX. J DOOR WIDTH MINIMUM 2x6 03 CE HEADER LOCI( SOUTHERN PINE BRACKET LUMBER 4� 4' 2-3/4' (2) 3/8' SIMPSON TITEN HD SCREW ANCHOR WITH A 1 1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAII 1 MINIMUM 2500 PS! CONCRETE NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2x6 #3 !-Tf HEADER LOCK SOUTHERN PINE 1 RRACXFT MINIMUM 2x6 #3 rq HEADER LOCK SOUTHERN PINE BRACKET LUMBER. REVISIONS L4' J 1-1 /2. J V-1/2. J (4) 3/8' SIMPSON TITEN HD SCREW (4) 3/8' DIA. LAG SCREWS ANCHOR WITH A 1-1/4' WASHER AND WITH 1-1/4' O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF LAC SCREWSSHALL HAVE A 2-3/4' AND A MINIMUM EDGE MINIMUM RA DISTANCE OF 4'. 1-9/32' INTO THE MAIN SUPPORT MEMBER D TAII 2 MINIMUM 2000 PSI GROUT FLLED CMU NOTE. MAXIMUM DESIGN LOADNOTE- DETAIL1 W000 SUPPORT STRUCTJRE MAXIMUM DESIGN LOAD DATE NAME CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN I 5 24 07 GRT SHEET 1 OF 2 ICHECKED1 DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 1 P16 Wagner Dalton 3395 ADDISON DRIVE PENSACOLA• FLORIDA 32514 (850) 474-9890 xotII11/���� N�0�;.?�G N8F rso9''��ii • .00 41 No. 51737 WAM OF: �s !CLOR�Q�(�j��` Z/i;�*/ONAM. x Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26-06'00' JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51737 TX PE S6308/F2203 PROFESSIONAL ENGINEER'S SEAL PRONGED ONLY FOR VERIFICATION OF WINOLOAD CONSTRUCTION DETAILS MIN 2500 PSI CONCRETE WiE; MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN 2 3/4' OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE A, o.• d' .'• • n . d 3/B' SIMPSON TITEN HD, 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION JAMB BRACKET 1/4-20X9/16' TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT CONCRETE MOUNTING DETAIL B REVISIONS MIN 2 X 4 SPF (G=0.42) OR BETTER WALL STUD WM' MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE -DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE — I EXTERIOR HOLD BACK INTERIOR , SHEATHING 5/16- LAG SCREW WITH 1-9/32- EMBED IN CENTER OF STUD (f 1/4') FOR EACH JAMB BRACKET LOCATION JAMB BRACKET 1/4-2019/16- TRACK BOLT AND 1/4-20 HEX NU TRACT( DIRECT WOOD MOUNTING DETAIL MAX 42D LRS PER LAG FASTENER SHEET 2 OF 2 ICHECKED1 DRAWING PART NO. REV. JAMB CONNECTION SUPPLEMENT 324620 IP16