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Search Busihes � ApprovalProfessigJa) *us..:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List Search Criteria Refine Search Code Version 2014 FL# ALL Application Type ALL Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name 9100 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-Applicatilons FL# Typo 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 smalls 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: O®ERE Namsecucitvntlrrutc� I tid8 Depe.W..eitt' BCIS Home Log In ':, User Registration i Hot Topics 1 Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines� ProfesZibnal Product Approval USER:Public User Regulation EMME EEM Product 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 it 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 ':tel 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 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 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.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSupplementPl6 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 FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation For FQQ 5th 2014s.pdf Created by Independent Third Party:Yes 9174.2 5120/6100/9100#0229 16'Max width.8'-9"Max height.Max section height 21".Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 11 0229 318959 P8.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.1)df Impact Resistant:No I-1.9174 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 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 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 Rii II Track Supplement Chart P10.1)df Impact Resistant:Yes FL9174 RIA II WD3ambSupplementP16 s.odf 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 R11 AE ASTM A 653.odf 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 9174.4 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 I1 0231 318996 P5.pdf Approved for use outside HVHZ:Yes FL9174 Rif II Track Supplement Chart P10.odf Impact Resistant:Yes FL9174 R11 II WDJambSupplementP16 s.pdf 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 Rll AE ASTM A 653.pdf replacement door. FI. 174 R11 AE Eval Ret 91. 0 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 9174.5 5120/6100/9100#0234 9'Max width.8'-9"Max height. Max section height 21".Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0234 319022 PS.pdf Approved for use outside HVHZ:Yes FL9174 11II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure:+43.20/-49.60 Verified By:John E. Scates P.E.FLORIDA PE 51737 Other: Created by Independent Third Party:Yes Evaluation Reports 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.odf FL9174 R1.1 AE FLO9174 r9 Affirmation for FBC 5th 2014s.Odf 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 319032 P6.udf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1. Post.pdf Impact Resistant:No FL9174 RI II Track Supplement Chart P10.pdf Design Pressure:+30.00/-33.50 FL9174 Rii II WD3ambSupolementP16 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 R11 AE ASTM A 653.pdf FL9174 R11. AE Eva] Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC St11 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 Rll II 319040 Pl Post.Ddf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSupolementP16 s.pdf Other: Verified By:John E Scates P.E.FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports X174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.19 5140/6100/9400/9600#0608 18'Max width.8'-9"Max height.Max section height 21".Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0608 319034 P4.pdf Approved for use outside HVHZ:Yes FL9174 R1II Track SUDolement Chart Pi"„ref Impact Resistant:No FL9174 R11 II WDJambSupolementP16 s.odf 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 R1 AE ASTM A 653.1)df replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rll AE FLO9174 r9 Affirmation for_FBC 5th 2014s.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 R11 II 0607 319033 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.ndf Impact Resistant:No FL9174 Rii II WD3ambSupolementP16 s.pdf 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 RI I AE ASTM A 653.pdf replacement door. FL9174 Rll AE Eval Rept 9100 rl s.pdf FL9174 R1.1 AE FLO9174 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: Wi C NOTES: REVISIONS 1. NON-IMPACT RESISTANT GLAZING OPTION - .090' SEE U-BAR NOTE ON SHEET PI ADDED SHORT PANEL MINIMUM SSB GLAZING IN MOLDED FRAMES SCREWED 13 CA HORIZ ANGLE - GLAZING OPTION (NOTE 1 TOGETHER WITH A MINIMUM OF(6) #Bxi" SCREWS 2 FOR U-BAR INSTALLATION ) INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR GRT 6/30/06 WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC 13 GA FLAG ANGLE P2 ADDED IMPACT DESIGN PRESSURES SHOWN ON THIS DRAWING.GLAZING DOOR RESISTANCE TO DOOR. SHALL HAVE A MAXIMUM HEIGHT OF 13.75" AND A ADDED MODEL 6100. MAXIMUM LENGTH OF 16.75". GLAZING IS NOT IMPACT 16 GA MIN HORIZ MODIFIED NOTE 8 TO RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK A STATE THAT LOUVERS ARE FOR WIND-BORNE DEBRIS REGIONS. 5/16x1-5/8" NOT IMPACT RESISTANT. 2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAG SCREWS HEST 2 GRT 6/6/07 RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP (MIN 3 AS P3 MODIFIED JAMB OR INTERMEDIATE SECTION(WITH OR WITHOUT SHOWN) BRACKET SCHEDULE FOR DECORATIVE INSERTS). GLAZING SHALL BE 1/4" FAT OPTION. ADDED LHR MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING 16 CA MIN VERT 18 GA OPERATOR STILE FACTORY TRACK DETAIL SHEET 2. SHALL HAVE A MAXIMUM HEIGHT OF 15.21" ANDA TRACK ADHERED TO CENTER OF TOP SECTION CRT 4/17/06 MAXIMUM LENGTH OF 50.08'. GLAZING IS IMPACT 20 GA END CAP RESISTANT AND DOES MEET THE REQUIREMENTS FOR 5/16x1-5/8" LA P4 ADDED IMPACT WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET SCREW AT EACH RESISTANT GLAZING. 2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES JAMB BRACKET ADDED TEXAS LICENSE REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON NUMBER TO TITLE BLOCK. UPPER INTEGRAL RIB (SEE DETAIL G SHEET 2), 18 GA 1/4-20x9/16" TRACK-' CHANGED LOUVER NOTE. J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION BOLT AND 1/4-20 HEX I INCREASED MAX HEIGHT AND OPERATOR STILE TO BE FACTORY INSTALLED. NUT AT EACH JS JAMB TO 8'-9". ADDED HIGH INSTALLER SHALL FIELD INSTALL(1) 1/4-140/8" SELF BRACKET LOCATION LIFT AND ROOF PITCH DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO TRACK NOTE. THE INTEGRAL RIB AND OPERATOR STILE AT THE GRT 7/22/08 CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2. 3. VINYL WOOD DOOR STOP NAILED A MAXIMUM OF 6"O.C.MUST P5 UPDATED TITLE BLOCK ST OVERLAP TOP AND BOTH ENDS OF B GRT 8/26/10 PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. EET 4. KEY LOCK, SLIDE LOCK, OR OPERATOR REQUIRED. 5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN 15 GA STIFFENS PLACE POLYURETHANE FOAM INSULATION CHEMICALLY JAMB BRACKETS BONDED TO 30 GA MINIMUM FACER STEEL AND A SEE SCHELDFOR C POLYLAMINATE BACKER. END CAP TO HAVE A MINIMUM OUANITY, LOCATION,TION, EET 2 AND TYPE 1.1'DEPTH. TYP 6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SUDE 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 II 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 00 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'-0' ALL +1.72.8/-198.4 JAMB BRACKET SCHEDULE 9'-0" ALL +194.4/-223.2 DOOR N0. OF .0 B TRACK LOCATION 0 CENTERLINE 0 AMB HEIGHT SECTIONS BRACKETS TYPE BRACKETS MEASURED FROM BOTTOM (EACH JAMB) OF TRACK (ALL DIMENSIONS t 2") 7'-0" 4 6 01 "(JB). 13" OI), 25-1 2"(JB, 34" (JB.45-1/4-(0), 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'-0" 5 8 01 " (JB), 13"(01), 23"(JB),34"(JB),47-1/4"(QI), 58" (JB), 67" (01). 75"(JB) B'-O" 5 8 FAT "(JB), 10" (JB), 21-3/4" (JB), 29-3/4- (JB), 48" (,B), 57-1/4"(JB), 66"(JB), 75-1/2- (JB) TO-0 HIGH UFT ROOF PITCH SEE NOTE BELOW NOTEm (JE)FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. 01)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. ALL DOORS WITH HIGH UFT, 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 SCALE: N.T.S. SIZE: A Wagne® DESIGN (PSF): +43.20/-49.60 MAX WIDTH: 9'-0" 1 1 DATE I NAME TEST (PSF): +64.80/-74.40 MAX HEIGHT: 8'-9" IDRAWN 1 2/22/06 1 GRT JOHN L SCATES,PE Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 1 MRB 3121 FAIRGATE DR. SHEET 1 OF 2 CARROLLTON,TX 75007 MODELS 5120/6100/9100 FL PE 51737 Tx PE 56305/F2203 A DIVISION OF OVERHEAD DOOR CORPDRAWING PART N0. REV. 3395 ADDISON DRIVE PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0234 319022 P5 VERIFICATION OF N7NOLOAD CCNSTROCiION DETAILS. 850 474-9890 13 GA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE ATTACH BOTTOM BRACKET REVISIONS " FIXTURE ATTACHED TO WITH THE(8)PRE—PUNCHED TOP FIXTURE TO BOTTOM U—BAR WITH (2) a P1 ADDED SHORT PANEL PRE—PUNCHED HOLES HOLES EACH END FACING UPWARD 1/4-14x7/8"SELF DRILLING _GLAZING OPTION (NOTE i) 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 KITH (2) 1/4-14x7/8- CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS P2 ADDED IMPACT FOR STANDARD TRACK AND(3) RESISTANCE TO DOOR. o 1/4-14x7/8"SELF DRILLING ADDED MODEL 6100. CRIMPTITE SCREWS FOR LOW - MODIFIED NOTE 8 TO HEADROOM TRACK(2 OF WHICH "°o STATE THAT LOUVERS ARE ARE USED TO ATTACHED THE TOP IMPACT BOTTOM BRACKET NOT IMPACT RESISTANT. DETAIL A BRACKET AS SHOWN). LOW HEADROOM TRACK GRT 6/6/07 DETAIL A P3 MODIFED JAMB 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 KITH CRT 4/17/08 WITH (2) 1/4-14x5/8"CRIMPTITE SCREWS. THE (8) PRE—PUNCHED HOLES EACH END USED ONLY ON IMPACT -� USE VIEWING HOLE IN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END GLAZED SECTION — 11 (5)SECTION DOORS P4 ADDED IMPACT PROPER ALIGNMENT OF ROLLERS CAP AT EACH END WITH (2) 1/4-14x7/8" CA REINFORCEMENT WITH (6) Y. 18 GA, RESISTANT GLAZING. SELF DRILLING CRIMPTITE SCREWS BRACKET ATTACHED 80 KSI U—BARS ADDED TEXAS LICENSE 15 GA HINGE ATTACHED _ EXCEPTION: U—BAR PLACED OVER TOP LOCATED OVER NUMBER TO TITLE BLOCK. WITH (4) 1/4-14x5/8" RIB ON THE BOTTOM SECTION SHALL ONLY WITH (4) 1/4-14x7/8" — CHANGED LOUVER NOTE. SELF DRILLING INTEGRAL RIBS AS CRIMPTITE SCREWS(2 OF BE ATTACHED THRU END CAP AT EACH SHOWN INCREASED MAX HEIGHT WHICH ARE FACTORY END WITH (1)1/4-14x7/8"SELF DRILLING CRIMPTITE SCREWS(2 TO 8'-9". ADDED HIGH ATTACHED) l CRIMPTITE SCREW LOCATED ON THE THROUGH BOTH • a LIFT AND ROOF PITCH \ BOTTOM FLANGE OF THE U—BAR BRACKET AND U—BAR) (4) SECTION DOORS TRACK NOTE. NOTE: DUE TO CLEARANCES REQUIRED TO KITH(5) 3", 18 GA, GRT 7/22/08 2"NYLON INSTALL SCREWS AT THE ENDS OF THE DETAIL G 80 KSI U—BARS STORMGARD ROLLER • o• U—BARS, ALL U—BARS SHALL BE LOCATED OVER P5 UPDATED TITLE BLOCK WITH 4-1/2" STEM INSTALLED ON SECTIONS PRIOR TO INTEGRAL RIBS AS GRT 8/26/10 DETAIL B INSTALLING ROLLER SLIDES AND TOP (1) 1/4-14x7/8"SELF DRILLING CRIMPTITE SHOWN FIXTURE ON THE U—BARS. SEE SCREW AT CENTER LINE OF DOOR THRU ATTACHMENT NOTES ON THIS SHEET. J—STRUT&OPERATOR BRACKET. 18 GA HINLAH'ECHED PLACE U—BAR OVER NOTE: J—STRUT&SCREW ONLY REQUIRED INTEGRAL RIB AND ATTACH ON IMPACT GLAZED SECTIONS. SEE NOTE WITH (6) 1 /8" WITH (2) 1/4-20x5/8" 2 SHEET 1 CRIMPTITE (2 OF CRIMPTITE SCREWS THRUWHICH AREY PRE—PUNCHEDHOLES AT ATTACHED, HICH EACH INTERMEDIATE HINGEARE FIELD ED INTOLOCATION(1 THRU FLANGE TOP LEAF, T OF U—BAR AND BOTTOM WHICH IS TALLED HINGE LEAF AND 1 THRU 7HRU PRED HOLE WEB OF U—BAR AND IN U—BAR) INTEGRAL RIB OF SECTION) L DETAIL C r 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH "G (3)1/4-14x5/8' PLACE U—BAR OVER INTEGRAL RIB WITH U—BAR ATTACHMENT NOTES CRIMPTITE SCREWS / NOTCH DOWN TO CLEAR BOTTOM 1. ALL U—BARS SHALL BE PLACED OVER INTEGRAL BRACKET AND ATTACH THRU END CAP DETAIL F RIBS AND ATTACHED THRU PRE—PUNCHED HOLES AT EACH END WITH (1) 1/4-14x7/8" WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH SELF DRILLING CRIMPTITE SCREW AS INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8' FOR IMPACT RESISTANCE, SHOWN AND USE(1) 1/4-14x7/8"SELF SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP �. BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE (EXCEPT BOTH U—BARS ON BOTTOM SECTION — SEE SCREWED TO THE BOTTOM BOTTOM OF THE BOTTOM U—BAR AT DETAIL B AND D THIS SHEET), (2) 1/4-14x5/8". U—BAR WITH EACH PRE—PUNCHED HOLE AT EVERY (2)1/4-140/8'SELF DETAIL D HINGE LOCATION. USE(1) 1/4-20x5/8" CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER END DOOR AND INTERMEDIATE HINGE LOCATION, (1 AND ) 1/4-14x5/8"CRIMPTITE SCREW (1 SEE IMPACT BOTTOM BRACKET PRE—PUNCHED HOLE LOCATIONS. 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. 58xMIN STAINLESS 2. WITH THE EXCEPTION OF THE(8) PRE—PUNCHED SCREEWSWS WITH STAINLESS - HOLES IN THE TOP OF EACH ENO USED FOR F" 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 IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR SSG4000AC 1 8 CRIMPTITE SCREWS. I �• WITH /4-14x5/ STRUCTURAL SEALANT OR I 3. 18 GA U—BARS SHALL BE STAMPED "46" EQUIVALENT APPROXIMATELY 8"FROM EACH END. I FACER STEEL—" II I I / STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A .J I Wagne® DESIGN (PSF): +43.20/-49.60 MAX WIDTH: 9'-0•' DATE NAME TEST (PSF): +64.80/-74.40 MAX HEIGHT: B'-9" DRAWN 1 2/22/06 GRT Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21 CHECKED 4/6/06 MRB JOHN E. S'3 21 FAIRGATEDRE ECORATVE NNERSHEET 2 OF 2 CARROLLTON,Tx 75007 WINDOW TRIM MODELS 5120/6100/9100 FL PE 51737 TX PE 56305/F2203 A DIVISION OF OVERHEAD DOOR CORPDRAWING PART N0. REV. _ PROFESSIONAL ENGINEER'S SEAL PROVIDED CFOR DETAIL E SACOLA, FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0234 319022 P5 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. PEN3395 ADDISON DRIVE 850 474-9890 REVISIONS �• •—• '•�•. P2 2 INCH 13 GA MIN !" TRACK TRACK-CLIPS-TEXAS CONTINUOUS WALL ANGLE 12 FOOT 0 \• UPDATED WALL ANGLE / \' BPJ 6/11/03 \ P3 UPDATED FORMAT. SPLICE PLATE LOCATION r j INCREASED ALLOWABLE e SEE SCHEDULE I - o - j + ES TO +46.00/-52.00 PSF FOR WIDTHS. I ALL DOOR 'q 11 GA MIN '\ CHANGED "TEXAS WALL (3) 1/4"-20 TRACK ANGLE" TO"CONTINUOUS 14" CLIP SEE ! OR CARRIAGE BOLT WALL ANGLE". ADDED SCHEDULE \ SUBSTRATE MOUNTING MAX / WITH 1/4"-20 NUT DETAIL, CHANGED TO TITEN HD ANCHORS —" •� GRT 4/2/07 TYPICAL CLIP P4 CHANGED FORMAT. BOLTING DETAIL ADDED MODELS 9800 8 24 WITH 13 GA MIN - TODTRACK CLIP OVERLAY CONTINUOUSSCH 716 SEMI EDULE. WALL ANGLE TRACK GRT 6/21/07 \•. P5 UPDATED MODELS LISTED IN CH 12" (2) 1/4" X / �• UPDATED PLAICE & CLIP MAX / \ SCHEDULES. / DLP 9/06/07 TUBULAR _ _ I P6 UPDATE MOUNTING 12" SEE CLIP DETAIL RIVITS J DETAIL 05/07GS. � GRT 10/05/07 (1) 1/4"-20 TRACK MAX �• 11 GA MIN i j P7 UPDATED CHARTS TO j' OR CARRIAGE BOLT ELIMINATE THE USE OF CLIP SEE \ WITH 1/4"-20 NUT THE #8 CLIP (REPLACED SCHEDULE �• - �:/ WITTH # ACRosS THE DLP 10/24/07 12 �' i TYPICAL CLIP MAX RIVETING DETAIL MOUNTNG-DET DETAIL MRB 04/11/06 P9 EXPANDED 1-1/2" TO 12" RSW 1-3/6" DOOR THICKNESS LIP LOCATIONS 0.28" 11 GA MIN CLIP CHART UP 10 14' HIGH. MAX SEE SCHEDULE 2 �� .1 SEE SCHEDULE GRT 12/11/06 I " P10 UPDATED TITLE BLO GRT 6/2/10 12" (1) 1/4"-20 TRACK MAX TRACK 13 GA MIN OR CARRIAGE BOLT CONTINUOUS IL :i WITH 1/4"-20 NUT WALL ANGLE , / TRACK CLIPS TO BE EITHER TYPICAL CLIP RIVETED, BOLTED, OR WELDING DETAIL WELDED. SEE DETAILS THIS PAGE. DESIGN PRESSURE CHART MAX DOOR MAX PSF WIDTH 9'-0" +46.0 PSF/-52.0 PSF 16'-0" +46.0 PSF/-52.0 PSF Wagner DATE NAME +46.0 PSF/-52.0 PSF DRAWN 1/21/07 GRT JOHN E.SLATES,PE Dalton CHECKED 8/21/07 MRB 3121 FAIRGATE DR. DARROLLTON,TX 75007 SHEET 1 OF 2 FL PE 51737 TX PE 56305/F2203 3395 ADDISON DRIVE DRAWING PART NO. REV. PROFESSIONAL ENGINEERS SEAL PROVIDED ONLY FOR TRACK SUPPLEMENT CHART PENSA 50) FLORIDA 32514 VERIFICATION E INEER'AD CONSTRUCTION DN DETAILS. (6sG) 474-9890 307494 P10 2 3/4" f1" CLIP AND SPLICE PLATE SCHEDULE REVISIONS EDGE DIST MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2" THICK TRACK-CLIPS-TEXAS WALL ANGLE 12 FOOT DOORSPLICE UPDATED / CLIP #'S FROM BOTTOM TO TOP 1 8 2-24 HEIGHT PLATE # Bpi 6/11/03 E60XX MIN. 1/8 2-24 7'-0" 7, 9, 9, 9, 9, 11 16 P3 UPDATED FORMAT. INCREASED ALLOWABLE 8'-0" 7, 9, 9, 9, 9, 11, 11 16 PRESSURES TO MIN 3/16" THICK 9'-0" 7, 9, 9, 9, 9, 11, 11, 11 18 ALL DOORS2.00 WIDTTHS. FOR STEEL FOR MOUNTING 10'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 ANGLES TOTCO TINUOUS WALL ANGLE". ADDED 5/16" x 1-5/8" WALL ANGLE 11'-0" 7r 9r 9r 9r 9r 11, 11, 11, 13, 13 20 SUBSTRATE MOUNTING LAG SCREW OR 12'-0" 7, 9, 9, 9, 9, 11, 11, DETAIL, CHANCED To 11r 13, 13, 13 20 TI TEN HD ANCHORS EQUIVALENT INTO GRT 4/2/07 MIN 2 x 6 N0.2 13'-0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22 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 9800 AND 4024 WITH OVERLAY BETTER AT EACH 1/4-20x9/16" TO TRACK CLIP HOLE OR PAIR OF MODELS 5200/8000/8 24 8100 8124 8500 2" THICK GRTSCH8/21/07 HOLE LOCATIONS TRACK BOLT AND DOORSPLICE 1/4-20 HEX NUT CLIP #'S FROM BOTTOM TO TOP P5 UPDATED MODELS HEIGHT PLATE # LISTED IN CHARTS. UPDATED MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 7'-0" 5, 6, 6, 7, 7, 9 12 SCHEDULESPLICE &CLIP 8'-0" 5, 6, 6, 7, 7, 9, 9 12 DLP 9/06/07 2 3/4" OPTIONAL: WALL ANGLE MAY BE 9'-0" 5, 6, 6, 7, 7, 9, 9, 9 14 DETAILDATE DRAWINGS.MOUNTING MIN EDGE DIST ATTACHED TO SUPPORTING STEEL 10'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 GRT 10/05/07 4 WITH MIN. 1 1 4-20x7/8" SELF 6, 6, 7, 7r 9, 9, 9, 11, 11 P7 UPDATED CHARTS TO 11'-0" 5> 16 ELIMINATE THE USE OF DRILLING SCREW WITH 1" O.D. THE pd CLIP (REPLACED WASHER AT EACH HOLE OR PAIR OF 120" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11 16 BOARD) ACROSS THE ° HOLE LOCATIONS IN LIEU OF WELDING 113'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13 18 DLP 10/24/07 d 14'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11, 11, 13, 13 18 P8 UPDATED STEEL ° 4 d MOUNTING DETAIL MRB 04/11/08 MODELS 6100/8300/8700 (1-3/8" TO 1-5/8 THICK DOOR r SPLICE 1-3/B"DOOR _THICKNESS a d' °a 4 °. HEIGHT CLIP #S FROM BOTTOM TO TOP CHART UP TO 14' HIGH. PLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 P10 ADDED GRT ADDED oe MODEL 8700. 3/8" SIMPSON TITEN HD, 6'-0" 4, 4, 4, 4, 5, 6, 6 8 UPDATED TITLE BLOCK GRT 6/2/10 2-3/4" MIN EMBED INTO 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 MIN 2000 PSI CONCRETE 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 AT EACH HOLE OR PAIR 11'-0" 4, 4, 4, 4, 5, 6, 6, 7. 7, 9 10 71OF 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 MODELS 9100/9400/9600/9700/9800 1" THICK TRACK CLIP CE SIGH CLIP #'S FROM BOTTOM TO TOP PLATE # 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 Wayne® DATE NAME DRAWN 8/21/07 GRT palton CHECKED 8/21/07 MRB JOHN E.SLATES,PE 3121 FAIRGA DR. SHEET 2 OF 2 CARROLLTON,TXX 750D7 FL PE 51737 TX PE 56305/F2203 3395 ADDISON DRIVE DRAWING PART N0. REV. PROFESSIONAL ENGINEER'S SEALD ONLY FOR TRACK SUPPLEMENT CHART PENSACOLA, FLORIDA 32514 WI VERIFICATION OF NDLOAD CONSTRUCTION DETAILS. (BSO) 474-9890 307494 P10 r n� 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/ 11TE3 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 ��`�� g�q ►,///� -�.... . 600 12 9 8 620 11 9 8 ti i 640 11 9 7 No.51737 o 660 11 8 7 680 10 8 7 700 10 6 7 4 ; STA?E �'loN. 720 10 8 6 %�Q�`. �► P, ?. � ` 740 9 7 6 j��` 780 9 7 6/� ��is%N ?��. II 800 9 7 1 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=240lb/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 B18.2.1. 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 NOTI3 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 \\��, 580 n/a n/a n/a `\\t c'SC4,' 600 n/a n/a n/a \ 'Q,� �C,@NS�`••'��1' '� 620 n/a n/a n/a s4o n/a n/a n/a Np.51737 NI 660 n/a n/a n/a 680 n/a n/a n/a * ' X a 700 n/a n/a n/a �'O STATE ::�W 720 n/a n/a n/aQ�% _01 x- \� 740 n/a n/a n/a �// 760 n/a n/a n/a 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 16f/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 56308/1'2203 Revision P16 SCHEDULE 4 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/ NOTE4 CONCRETEN°TE' 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 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 `��`,r""„'��/�� 580 22 24 8 600 21 23 8 `'�� ENa�.•Citi► /j 620 21 22 8 640 20 22 8 No.51737 so 660 19 21 8 680 19 20 8 ,* ." 700 18 20 8 .'O ; STATE OF j"i WXZ 720 18 19 8 �O R�� Q► Z ✓� �\ 740 17 19 N/A %%-` o ' ' 760 17 18 N/A .ss) ` 780 16 18 N/A ONA 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 SCHEDULE5 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/ NOTE4 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 ��♦ E• sCqP 580 24 24 8 �♦ '�,v�G�NB�`�� 600 23 23 8 620 22 22 8 No,W737 640 22 22 8 660 21 21 8 * i'I �`. 680 20 20 8 .6 1, STATE,OF #*A-- 4V 700 A- 700 20 20 8 .00'� t► 720 19 19 8 ��`�'•:cjOR��.%p♦ �♦ 7740 19 19 8 60 18 18 8 /�/�/Jss,ONA` ��♦ 780 18 18 8 IIIII 800 17 1 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 HILTI 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. EXAMPLE: 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. 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/F2203 Revision P16 REVISIONS Wagne® Dalton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 SEE DETAILS 1, 2, AND 3 - REQUIRED FOR VERTICAL 1 POST REINFORCING SYSTEMS. 6"MAX. FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR DOOR HEIGHT h MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU, TYP. GEN �.tS�'ZZ 6„ MAX. I •'�` No.51737 DOOR WIDTH i X STATE OF 000�j��•t�•.3OR1pQ% '! O N , SOUMUM xPINE3 �BRACKET HEADER LOCK SOMME RN xPINE3 BRACKETHEADER LOCK MINI LI RN xPINSOUME BRACKET DER LOCK THELUMBER. I LUMBER. LUMBER. 4" 4" 8" 4" 4" 2-3/4" 4" 1-1/2" 1-1/2" (2) 3/8" SIMPSON TITEN HD SCREW (4) 3/8" SIMPSON TITEN HD SCREW (4) 3/8" DIA. LAG SCREWS ANCHOR WITH A 1 1/4" WASHER AND ANCHOR WITH A 1-1/4" WASHER AND WITH 1-1/4" O.D. WASHERS. A MINIMUM EMBEDMENT DEPTH OF A MINIMUM EMBEDMENT DEPTH OF LAG SCREWS SHALL HAVE A 2-3/4" AND A MINIMUM EDGE 2-3/4" AND A MINIMUM EDGE MINIMUM PENETRATION OF DISTANCE OF 2-3/4". DISTANCE OF 4", 1-9/32" INTO THE MAIN Digitally signed by John E.Scates,P.E. SUPPORT MEMBER. DETAIL 1 DETAIL 2 DETAIL 3 Date:2015.02.20 09:58:53-06'00' MINIMUM 2500 PSI CONCRETE MINIMUM 2000 PSI GROUT FILLED CMU WOOD SUPPORT STRUCTURE OT • MAXIMUM DESIGN LOAD NOTE_MAXIMUM DESIGN LOAD NOTE, MAXIMUM DESIGN LOAD DATE NAME JOHN E.SCATES,PE CAPACITY OF 2085 LBS. CAPACITY OF 2400 LBS. CAPACITY OF 2430 LBS. DRAWN 1 5/24/07 G3121 FAIRGATE DR. SHEET 1 OF 2CARROLLTON,TX 75007CHECKEDFL PE 51737 TX PE 56308/F220JDRAWING PART N0PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR JAMB CONNECTION SUPPLEMENTVERIFICATION OF WiNDLOAD CONSTRUCTION DETAILS. 324620 REVISIONS - Wagner Balton 3395 ADDISON DRIVE PENSACOLA, FLORIDA 32514 (850) 474-9890 MIN 2500 PSI CONCRETE MIN 2 x 4 SPF(G=0.42) OR BETTER WALL STUD NOTE: MAX ALLOWABLE FASTENER MM MAX ALLOWABLE FASTENER LOAD MAY LOAD MAY EXCEED THE DESIGN EXCEED THE DESIGN LOAD OF THE STRUCTURE. LOAD OF THE STRUCTURE. DESIGN3 4• DESIGN OF SUPPORTING STRUCTURE SHALL BE 2 OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST THE SOLE RESPONSIBILITY OF THE PROFESSIONAL BE THE SOLE RESPONSIBILITY OF OF RECORD FOR THE STRUCTURE THE PROFESSIONAL OF RECORD FOR THE STRUCTURE x x1x EXTERIOR .a SHEATHING a• c d d . V HOLD BACK INTERIOR 3/8" SIMPSON TITEN HD, SHEATHING 2-3/4" MIN EMBED. MIN 5/16" LAG SCREW HATH 6"BETWEEN JAMB 1-9/32•EMBED IN CENTER OF BRACKET LOCATION STUD (t 1/4")FOR EACH p JAMB BRACKET LOCATION JAMB BRACKET B 1/4-20x9/16" JAMB BRACKET ``•�`,,� tf�',/,'� TRACK BOLT AND 1/4-20xOLT ` TRACK BOLT AND V. 'Sa ,, 1/4-20 HEX NU TRACK HEX NU ` � TRACK TRACK F.N DIRECT CONCRETE MOUNTING DETAIL DIRECT WOOD MOUNTING DETAIL �,� �► �% / MAX 420 LBS PER LAG FASTENER No.517$7 �O+,. STATE OF ;, 0 �`•;rtQR�QP Q�?(4�` i s.ONAL Digitally signed by John E.Scates,P.E. Date:2015.02.20 09:59:26-06'00' DATE NAME JOHN E.SLATES,PE DRAWN 4/10/13 GRT 3121 FAIRGATE DR. SHEET 2 OF 2 CARRCLLTON,TX 75007 11 CHECKED FL PE 51737 TX PE 56308/F2207 DRAWING PART NO. REV. PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR JAMB CONNECTION SUPPLEMENT 324620 P16 VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS. 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 FL9174 R11 II 0600 319026 P4.ndf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.12df Impact Resistant:No FL9174 R11 I1II WDJambSupplementP16 s.odf 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.pdf 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 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 11 0601 319027 P4.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSupplementP16 s.pdf 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 653.odf FL9174 R11 AE Eval Rept 9100 rl s.adf FL9174 R11 AE FL09174 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 Rii II 0602 319028 P5,pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.Ddf 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 Rll AE ASTM A 653.pdf replacement door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 Rii AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 Rii II WDJambSupplementP16 s.pdf 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 Ril AE ASTM A 653.Ddf 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 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 1I 0604 31903 PO 5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 Pi Post.Ddf Impact Resistant:Yes FL9174 R11 II Track Supolement Chart P10.odf Design Pressure:+39.20/-43.70 FL9174 R11 II WDJambSupplementP16 spdf 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.Ddf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party:Yes 9174.16 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 Use , Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0605 319031 P4.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.odf Impact Resistant:No FL9174 R11 II WDJambSupDlementP16 s.p_df 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 SCHEDULES 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 22 580 14 18 21 �� $(�►Ar V 600 13 17 20 �� `r,•�GBN3 • �Q MVV 620 13 16 20 640 13 16 19 .� +� ► • No.0737 660 12 15 19 ; 680 12 15 18 700 11 14 17 i'b+� STATE OF �1L1 720 11 14 17 �I �• �., h ;,�1 740 11 14 16 'z ,�`�LOR��•� 760 11 13 16 // ss/ANAL ?x``` 780 10 13 16 //1��1 800 10 13 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 16fU2=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 FL9174 R11 AE ASTM A 653.pdf FL9174 Ril AE Eval Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.6 5120/6100/9100#0235 16'Max width.8'Max height. Max section height 21".Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0235 319023 P6.Ddf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant:Yes FL9174 RIA II Track Sunplement Chart P10.Ddf 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.Ddf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 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 Rll II 0232 318999 PS.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Suoolement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.pdf 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.odF replacement door. FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 Ril AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party:Yes 9174.8 r5120/9100#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 PS.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.pdf 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 Ril AE ASTM A 653.pff replacement door. FL9174 Ril AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party:Yes 9174.9 5120/9100#0236 18'Max width.8'Max height.Max section height 21".Glazing 9174.9 T5 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 RI II 0236 319024 P6.12df Approved for use outside HVHZ:Yes FL9174 R11 II 319040 PI Post.odf Impact Resistant:Yes FL9174 Rll II Track Supplement Chart P10.0f Design Pressure:+30.00/-33.50 FL9174 Rii II WDJambSul2DlementP16 s.odf 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.Ddf FL9174 R11 AE Eva] Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.10 r5120/9100#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 RI II 0237 319025 P6.pSif Approved for use outside HVHZ:Yes FL9174 Rll II 319040 Pi Post.pdf Impact Resistant:Yes FL9174 Ril II Track Supplement Chart P10.1)df Design Pressure:+39.20/-43.70 FL9174 R11 II WDJambSupplementPi6 s.pddf 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 Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party:Yes 9174.11