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Home My WebLink AboutProduct Approval (7) �I 1/16/2017 +' Florida Building Code Online TV l—m-0 A" s t i r' Utt --IIIC ,. L;l�aIPS.4 Vrg y 1 so4 ~ BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications �FBC Staff" BCIS site Map ; Links Search d, bProduct Approval USER:Public User. r Product Approval Menu>ProducL or Application Search>Application List>Application Detail FL#, FL9174-RII Application Type Revision Code Version 2014 r Application Status Approved Comments set to re-apply per applicants request 4/28/15-rb v Archived Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola,FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email r Category Exterior Doors 0 Subcategory Sectional Exterior Door Assemblies ,1 Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received 14. 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. 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 R Equivalence of Product Standards . Certified By Sections from the Code https://www.flaridabuilding.org/pr/car app o.aspx?dram=wGEVXQwtDqufliJRfWxf6u7ojnlOheH%2bRKJki S egKuY8GeGQ%3d% 1/6 1/16/2017 Florida Building Code Online 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 5120/61 10/9100#0228 19'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.pdf Approved for use outside HVHZ:Yes ; FL9174 Ril II Track Supplement ChartPlO.pdf Impact Resistant:Yes I FL9174 R11 II WDJambSupplementP16 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 Rept 9100 rl s.pdf f FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party:Yes 19174.2 5120/6100/9100#0229 1 16'Max width. 8'-9"Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0229 318959 P8.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 R11 II WDJambSuoplementP16 s.ndf 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 wind- I 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 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 9174.3 5120/6100/9100#0230 16'Max width.V-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 11 0230 318960 P10.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSuop1ementP16 s.pdf Design Pressure:+25.90/-28.80 Verified By:John E. Scates P.E. FLORIDA PE 51737 Other. Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.1)df FL9174 R11 AE Eval Rept 9100 r1 s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 9174.4 5120/6100/9100#0231 16'Max width.8'-9"Max height.Max section height 21".Solid only-no glazing available. Limits of Use I Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0231 318996 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 Rll II WD3ambSuop1ementP16 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 wind- Created by Independent Third Party:Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 Rll AE ASTM A 6S3.1)df door. FL9174 R11 AE Eval Reot 9100 rl s.ndf 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 I FL9174 Rll II 0234 319022 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes i FL9174 Rll II WDJambSuoplementP16 s.pdf Verified By:John E.Scates P.E.FLORIDA PE 51737 https://www.floridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDquRIJRPNxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 216 1/16/2017 Florida Building Code Online Design Pressure:+43.20/-49.60 Created by Independent Third Party: Yes Other. Evaluation Reports FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party:Yes 9174.E 5120/6100/9100#0235 16'Max width.8'Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use i Installation Instructions Approved for use in HVHZ:No FL9174-R11 II 0235 319023 P6.pdf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.pdf Design Pressure:+39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.pdf 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.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent-Third Party:Yes ~ 9174.7 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 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart PSO.odf 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 wind- Created by Independent Third Party:Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. 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 9174.8 5120/9100#0233 18'Max width.8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0233 319000 PS.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant:No FL9174 R11 II WD3ambSupplement1316 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 wind- Created by Independent Third Party:Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 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.1)df 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.odf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.ndf Design Pressure:+30.00/-33.50 FL9174 R11 II WD1ambSupp1ementP16 s.pdf Other: Verified By:John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party:Yes 9174.10 5120/9100#0237 18'Max width. 8'Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0237 319025 P6.pdf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 Pl Post.pdf Impact Resistant.Yes FL9174 Rll II Track Supplement Chart P10.1)df Design Pressure:+39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.pdf Other: Verified By:John E.Scates P.E.FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes httpsJ/www.floridabtildng.org/pripr app d8.aspx?param=wGEVXQwtDquflJRfvVxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3/6 1/16/2017 Florida Building Code Online 9174.11 S120/5140/6100/9100/9400/9600 9'Max width. 10'Max height. Max section height 24". Glazing #0600 available in top or intermediate section. Limits of Use I Installation instructions Approved for use in HVHZ;No + FL9174 Rll II 0600 319026 P4.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant:No FL9174 Rll II WDJambSupp1ementP16 s.pdf Design Pressure:+26.90/-30.80 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other.Doors with glazing shall not be used in the wind- Created by Independent Third Party:Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 .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 9174.12 5120/5140/6100/9100/9400/9600 r9 Max width. 10'Max height. Max section height 24"Glazing #0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 R11 II 0601 319027 P4.pdf Approved for use outside HVHZ;Yes FL9174 Rli II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 Rll II WDJambSupplementP16 s.pdf Design Pressure:+41.001-46.30 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.odf 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 R11 II 0602 319028 P5.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart PSO.pdf Impact Resistant:No FL9174 R11 II WDJambSupplementP16 s.pdf Design Pressure:+15.30/-17.00 Verified By:John E.Scates P.E. FLORIDA PE 51737 Other:Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. 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 9174.14 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-P10.1pdf Impact Resistant:No FL9174 Rll H WDJambSupplementP16 s.pdf I Design Pressure;+23.00/-25.00 Verified By:John E.Scates P.E. FLORIDA PE S1737 Other;Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 651ndf door. 1 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 5120/514016100/9100/9400/9600 16'Max width. 8'Max height. Max section height 24"Glazing #0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0604 319030 P5. df pp p Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.pdf Design Pressure:+39.20/-43.70 FL9174 R11 II WDJambSupplementP16 s.pdf Other: f Verified By:John E Scates P.E. FLORIDA PE S1737 Created by Independent Third Party:Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Rept 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/910019400/9600 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 I FL9174 R11 II 0605 319031 P4.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant;No �� FL9174 Ril II WD3ambSupp1ementP16 s.odf httpsdiwww.floridabLiiding.org/pr/pr app O.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 416 1/16/2017 Florida Building Code Online Design Pressure:+1530/-17.00 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 region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.pdf door. FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL091.74 r9 Affirmation for FBC Sth 2014s.pdf 4 Created by Independent Third Party:Yes 9174.17 5120/5140/6100/9100/9400/9600 l 18'Max width.8'Max height.Max section height 24"Glazing #0606 I available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 Rif II 0606 319032 P6.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.Ddf Impact Resistant:No FL9174 Rll H Track Suoplement Chart 1310.13df Design Pressure:+30.00/-33.50 FL9174 R11 II WD]ambSupDlementP16 s.Ddf Other.Doors with glazing shall not be used in the wind- Verified By:John E Scates P.E. FLORIDA PE 51737 borne debris region unless protected or unless structure is Created by Independent Third Party:Yes designed as partially enclosed or door is a replacement Evaluation Reports door. FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf y 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 I Installation Instructions Approved for use in HVHZ:No I FL9174 R11 II 0609 319035 P5.Ddf I Approved for use outside HVHZ:Yes FL9174 R11 II 319040 Pl Post.pdf Impact Resistant:Yes FL9174 Rll II Track Supplement Chart P10.odf Design Pressure:+39.20/-43.70 FL9174 R11 II WD]ambSupDlementP16 s.pdf Other. Verified By:John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party:Yes Evaluation Reports FL9174 R11 AE ASTM A 653.pdf FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.pdf i Created by Independent Third Party:Yes 9174.19 S140/6100/9400/9600#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 134.odf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf 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 wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.13df door. 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 9174.20 5140/9400/9600#0607 16'Max width.8'-9"Max height. Max section height 21". Glazing javailable in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ:No FL9174 Rll II 0607 319033 P5.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant:No FL9174 R11 II WDJambSupolementP16 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 wind- Created by Independent Third Party:Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.Ddf door. FL9174 R11 AE Eval Rept 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party:Yes 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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 dick here. Product Approval Accepts: hfpsJ/www.floridabW[cing.orgfpr/pr app_ff.aspx?param=wGEVXQwtDqufHJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuYBGeGQ%3d%3d 56 r" • Models 9100-5120 ASCE 7-05 ASCE 7-10 Maximum Size A provalS3 3-Second Gust Basic Wind Speeds(MPH)4 3-Second Gust Basle Wind Speeds MPH s Positive Negative Exposure B Exposure C Exposure C Exposure B Exposure C Exposure C Exposure 0 Exposure D Design Design Revision U Mean Roof Mean Roof Moan Roof Mean Roof Mean Roof Mean Roof Mean Roof Mean Root Option Code PSF PSF Width Height # a Glazing evallable6 Source Plant Helght 5 30' Height 51b' Height 5 25' Height 5 30' Height 515' Height 5 25' Height 5 15' Height Max 21"Section Height 0228' 26.90 30.80 9'-0" 8'-9" P7 FL 9174 GDR-341 Standard SP/LP Impact SPILP Mt.Hoe 130 115 110 165 15D 145 135 130 0234' 43.20 49.60 9'-D" 8'-9" P5 FL 9174 GDR-34 Standard SP Impact SP/LP Mt.Hoe 165 150 140 215 190 180 175 165 0229 15.30 17.00 16'-0" 8'-9" P8 FL 9174 NIA Standard SP/LP Mt.Hoe 100 90 B5 125 115 110 105 100 0230' 25.90 28.80 16'-0" 8'-9" P10 FL 9174 GDR-34 Standard SPILP,Impact SP/LP Mt.Hoe 130 115 110 165 150 145 135 130 02312 30.00 33.50 16'-0" 6'-9" P5 FL 9174 GDR-34 No Mt,Hoe 140 125 120 180 160 155 146 14D 0235 Post` 39.20 43.70 16'-0" 8'-0" P6 FL 9174 GDR-34 Standard SP Impact SP/LP Mt.Hoe 160 146 135 205 185 175 170 160 0232 12.40 1 13.80 18'-0" 1 8'-9" P5 I FL 9174 NIA Standard SP/LP I Mt.Hoe 90 80 75 115 105 100 95 90 D233 18.50 20.70 18'-0" 8'-9" P6 FL 9174 GDR-34 Standard SP Mt.Hoe 110 100 95 140 125 120 115 110 0236 Post' 30.00 33.50 18'-0" 8'-0" P6 FL 9174 GDR-34 Standard SP,Impact SP/LP Mt.Hoe 140 125 120 180 160 155 146 140 0237 P_o_stz 39.20 43.70 1 18'-0" I e'-0" I P6 JFL9174 I GIDR-341 Standard SP,Impact SP/LP Mt.Hope 180` 148- .135 205 185 175 170 160 Max 24"Section Height 0600 26.90 30.80 9'-0" 9'-0" P4 FL 9174 GDR-34 Standard SP/LP Mt.Hoe 130 115 110 165 150 145 135 130 0601` 41.00 46,30 V.D. 9'-0" P4 FL 9174 GDR-34 Impact SPILP Mt.Hoe 160 146 135 205 185 175 170 160 0602 15.30 17.00 16'-0" 9'-0" P5 FL 9174 N/A Standard SP/LP Mt.Hoe 100 90 85 125 115 110 105 100 0603' 23.00 25.00 16'-0" 9'-0" P5 FL 9174 GDR-34 Standard SP Mi.Hoe 120 110 105 155 140 135 125 120 o604 Post 39.20 43.70 16'-0" 8'-0" P5 FL 9174 GDR-34 Impact SPILP Mt.Hoe 160 146 135 205 185 175 170 160 2605 15.30 17.00 18'-0" 9'-0" P4 FL 9174 N/A Standard SPILP Mt.Hoe 100 90 85 125 115 110 105 100 0606 Post 30.00 33.50 18'-0" 8'-0" P6 FL 9174 GDR-34 Standard SP/LP Mt.Hoe 140 125 120 180 160 155 146 140 0609 PostZ 39.20 43.70 18'-0" 8'-0" P5 FL 9174 G_DR-34 No Mt,Hoe 180 146 135 205 185 175 17D 160 0356 15.90 18.20 9'-0" 12'-0" P3 N/A N/A Standard SP/LP Mt.Hoe 100 9D 85 130 115 110 105 100 Post Installation Instructions Jamb Connection Supplement Track Supplement Chart 1. All doors tested for uniform static air pressure per ANSI/DASMA 108 to test pressure of 1.5 x design pressure 2. Also tested for large missile Impact and cyclic wlhd pressure per ANSIIDASMA 115 3. FBC-Florida Building Commission,TDI-Texas Department of Insurance 4. Above wind speeds based on ASCE 7 are applicable for enclosed structures with an Importance factor of 1,0 and assume a maximum of 2'of the door Is located within the end zone of a structure. Consult a registered Architect or Structural Engineer for applicability for other project specific conditions. 5. Above wind speeds based on ASCE 10 Category II structure with a maximum of 2'of the door Is located within the end zone of a structure, Consult a registered Architect or Structural Engineer for applicability for other project specific conditions. 6.Standard SPILP-Short(Single Colonial,Single Sonoma)and long(Double Sonoma,Ranch)panel glazing is not Impact resistant and does not meet the requirements far Wind-Bome Debris Regions. Standard SP-Short(Single Colonial,Single Sonoma)panel glazing is not Impact resistant and does not meet the requirements for Wind-Borne Debris Regions. Impact SP/LP-Short(Single Colonial,Single Sonoma)and long(Double Sonoma,Ranch)is Impact resistant and does meet the requirements for Wind-Bome Debris Regions. 7. Doors only available in greater than 7'heights. 8. Low Head Room track Is available. 9. All panel stiles available. Models 5120-9100 Page 1 of 1 Latest Revision 07.17.2015