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Home My WebLink AboutProduct Approval (10) 1/16/2017 Florida Building Code Online BCIS Home Log in Registration Hot Topics Submit Surcharge Stats&Facts Publications I FBC Staff I BCIS Site Map Links Search X, pr a xis o`idI Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail SSf FV4 @1. r 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 j Product Manufacturer Wayne-Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 (850)474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE �J Validation Checklist- Hardcopy Received Certificate of Independence FL9174 R11 COI Cert of Ind Scates 2011 s.Ddf Referenced Standard and Year(of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards FILE Certified By Copy Sections from the Code https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDquflJRfWxf6u7ojn10heHp/o2bRKJkizESWxAzegKuY8GeGQp/o3d°/D3d 1/6 4 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 5120/6100/9100#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.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSupplementP16 s.odf 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 653.1)df 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 9174.2 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 II 0229 318959 P8.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WD]ambSupplementP16 s.odf 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 Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 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 Rll II 0230 318960 P10.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSuoolementP16 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.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s pdf Created by Independent Third Party: Yes 9174.4 5120/6100/9100#0231 16'Max width. 8'-9" Max height. Max section height 21". Solid only- no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0231 318996 P5.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf Impact Resistant:Yes FL9174 R11 II WDJambSuoolementP16 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 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.odf 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 P11 II 0234 319022 P5.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10 odf Impact Resistant:Yes FL9174 Rll II WDJambSuoolementP16 s.odf Verified By:John E. Scates P.E. FLORIDA PE 51737 https:/Mam.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDqufllJRMxf6u7ojnlOheH%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 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.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 Rll II 0235 319023 P6.odf Approved for use outside HVHZ:Yes FL9174 Rll II 319040 Pl Post.odf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupplementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports _ FL9174 Rll AE ASTM A 653.pdf FL9174 R11 AE Eval Reot 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 Rii II 0232 318999 PS.pdf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WDJambSupplementP16 s.ndf 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 Rent 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 R31 II 0233 319000 PS.pdf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.pdf Impact Resistant: No FL9174 Rll II WDJambSuoplementP16 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.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf Created by Independent Third Party:Yes 9174.9 5120/9100#0236 18'Max width. 8'Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0236 319024 P6.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll II WDJambSupplementP16 s.odf Other: Verified By:John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rii AE ASTM A 653.1)df FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.pdf 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 Rll II 0237 319025 P6.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 P1 Post.pdf Impact Resistant:Yes FL9174 Rll II Track Supplement Chart P10.pdf Design Pressure: +39.20/-43.70 FL9174 R11 II WD]ambSupplementP16 s.pdf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.pdf 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 hftps://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDqufllJRfvVxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3/6 L 1/16/2017 Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9'Max width. 10'Max height. Max section height 24". Glazing #0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rll II 0600 319026 P4.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rll II WDJambSuoolementPl6 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 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 653.1)df door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf 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 Rll II 0601 319027 P4.odf Approved for use outside HVHZ:Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant:Yes FL9174 Rll II WDJambSuoolementPl6 s.odf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 Rll AE Eval Reot 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 PS.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Suoolement Chart PIO.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.odf 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 Rll AE ASTM A 653.odf door. FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 R11 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 PS.odf Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s.ndf 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 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.odf door. FL9174 Rll AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16'Max width. 8'Max height. Max section height 24"Glazing #0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0604 319030 PS.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 Pl Post.odf Impact Resistant:Yes FL9174 Rll II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 II WDJambSuoplementPl6 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL9174 R31 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.odf 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 Rll II 0605 319031 P4.Ddf Approved for use outside HVHZ:Yes FL9174 Rll II Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementPl6 s.odf https://www.toridabLilding.org/pr/pr_app U.aspx?param=wGEVXQwtDqufllJRfvVxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 Y 1/1612017 Florida Building Code Online 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.Ddf door. FL9174 R11 AE Eval Reot 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.17 5120/5140/6100/9100/9400/9600 18'Max width. 8'Max height. Max section height 24"Glazing #0606 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0606 319032 P6.odf Approved for use outside HVHZ:Yes FL9174 Rll II 319040 Pl Post.pdf Impact Resistant: No FL9174 R11 II Track Supplement Chart P10.1)df Design Pressure: +30.00/-33.50 FL9174 Rll II WDJambSuoDlementP16 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 653.1)df FL9174 R11 AE Eval Rept 9100 rl s.pdf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party: Yes 9174.18 5120/5140/6100/9100/9400/9600 18'Max width. 8'Max height. Max section height 24"Solid only- #0609 no glazing available. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0609 319035 P5.odf Approved for use outside HVHZ:Yes FL9174 R11 II 319040 PI Post.pdf Impact Resistant:Yes FL9174 Rll II Track Supplement Chart P10.Ddf Design Pressure: +39.20/-43.70 FL9174 Rll II WDJambSupplementP16 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 Eval Rept 9100 rl s.pdf 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 Rll II 0608 319034 P4.Ddf Approved for use outside HVHZ:Yes FL9174 Rll II Track Supplement Chart P10.Ddf Impact Resistant: No FL9174 R11 II WDJambSuoDlementP16 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 Rll AE ASTM A 653.Ddf door. FL9174 Rll AE Eval Rent 9100 rl s.Ddf FL9174 Rll AE FL09174 r9 Affirmation for FBC 5th 2014s.Ddf Created by Independent Third Party: Yes 9174.20 S140/9400/9600 #0607 16'Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions I Approved for use in HVHZ: No FL9174 R11 II 0607 319033 P5.Ddf Approved for use outside HVHZ:Yes FL9174 Rll II Track SupDlement Chart P10.Ddf Impact Resistant: No FL9174 Rll II WDJambSuoDlementP16 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.pdf door. FL9174 RSS AE Eval Rent 9100 rl s.Ddf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.Ddf Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,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 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 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: https:/Avww.floridabLilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquflJRfvVxf6u7ojnlOheHg/`2bRKJkizESWxAzegKuY8GeGQg/o3dg/o3d 5/6 �' C1U) '' C, 76.25'MAX.OVERALL �Q;• FRAME WIDTH 37.7S'MAX.THERMAITRU 36.0('MAX. FRAMEWIDTH •PANELWIDTH (SIDELITE) om THERMA TRU DOORS •.1 18 INDLJSTRIAE DR.. EDGERTDN, OH 43517 'jNMUirao 0"SMOOTH STAR"; "FIBER CLASSIC'; / °/ Oil / ; 4t maa�i "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" E az GLAZED FIBERGLASS SINGLE DOOR W/SIDELITEa INSWING/ OUTS WING o Z "IMPACT' Pal w �� A Z W S X Q iz- GENERAL NOTES < ' ` O i w w vy O W 1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone'(HVHZ). O of o 9 2. Product anchors shall be as fisted and spaced as shown on details.Anchor embedment to base to a a a material shall be beyond wall dressing or stucco. y x} G J�CO 3. When used in areas requiring wind bome debris protection this product compries with Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile / E2 level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. �/ v 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x ry m m qqq buck masonry construction. Sw o _o "6 N 5• Site conditions that deviate from the details of this drawing require further engineering analysis by a h N licensed engineer or registered architect. o o � TABLE OF CONTENTS 0.75' o 0 a SHEET A DESCRIPTION "SMOOTH STAR","FIBER CLASSIC" z e 1 Typical elevations,design pressures&general notes "CLASSIC CRAFT"&"CLASSIC CRAFT RUSTIC" = F 2 Smooth Star door/s delite panel&gloririg detailsa a 3 Fiber Classic door/sidelite panel&glaring detailsQo 4 Classic Croft/Classic Craft Rustic door/sidefde panel&glazing details OVERALL OVERATE DES/GN PRESSURE(PSFj' 0 0 5 Horizontal cross sections ' SWING' FRAME DLO DOOR,/SIDELRE N'z a z ; 6 Vertical cross sections DIMENSION DIMENSION POSRIVE NEGATIVE are 5/20/08 i a 7 Vertical cross sections wxe N.T.S. z 8 Buck&frame anchoring-2X buck masonry construction INSWING 76.25"x 98.00" 21.00"x 78.75' +50.0 -50.0 DWG.By. AL m' ~ 9 Frame anchoring-1X buck masonry construction Cwc BY. LFS 3 10 Components OUTSWING 76.25"x 96.75" 21.00"x 78.75" +50.0 -50.0 BasvnNc No.: 11 Bill of Materials FL-7630.2 a 0 °1 91Ek1 OF t N d 2 #9 X V'PFH WS ...........4 2 TYP.(4)CORNERS 46 X 21.0w(Y'MAX. GI EXTERIOR D.L.O. 0 #9p Ty 0- �i r) % ..... ....... 0, 44 -JU� 11` �-S' .�R in n OZ . 0 M z 0 M •. 5 INTERIOR eq.. 0 x Z, v:.... Z 003 2 0(L HORIZONTAL CROSS SECTION q"- a 6:a- 0 2 1�: Oz EXTERIOR Gl EXTERIOR 41 3t 0. Lu Of, 44 a, 6 INTERIOR INTERIOR Lu MM 2 X DOOR PANEL 40 S%."Star Smooth Star 0 OLU HORIZONTAL Ln 0 L CROSS SECTION 2 EXTERIOR INTERIOR 2 21.0(Y'MAX. D.L.O. ce MEY, u, z CELLULAR GLASS BITE 1.54" I"THK. GLAZING in INTERIOR d T GLASS 1/8"TEMPERED LL EXTERIOR GLASS O AIR SPACE 5/32"ANNEALED CL Q. nn— lz < 45 BOTTOM RAIL HINGE STYLE cd GLASS 4 0.09CY'SAFLEXO PVB z INTERLAYER INTERIOR 4-- 2 -----I- DOW 99 1/8"ANNEALED N 0 0.3 z U OR GLASS -F====[F====L, z SIKA 552 3 SWIGGLE GLAZING DATE 5120108 45 SCALE. N.T.S. I SPACER DWG.BY: AL M CHY,ErY. LFS VERTICAL CROSS SEC77ON OPAWING NO.; FL-7630.2 13 3' 1 - 0 A ISHEU 2 OF 11 • 2 v #9 X 3"PFH WS G1 A, .......... 51 3 TYP.(4)CORNERS 21.0(Y'MAX. D.L.O. EXTERIOR M..y Nu #9p Ty uz) 54 Milt%% o M, Z' 0 N d JJ ' - o x Z' o INTERIOR F E. z 53 cw a IL d G) oz rl-"\HORIZONTALv �t CROSS SECTION 0 Xa: 7 Lu cc EXTERIOR 131 0 0 Q.:;z IV) a 71 zt w 71 Ad (F�DOORPANEL !s 50 Fiber Classic 0 INTERIOR L 0 ( 2 EXTERIOR INTERIOR w 3 -6 21.00' 19 D.L.O. 31 HORIZONTAL CROSS SECTION G1Q O I/T 1.54'1 6 a! z CELLULAR w L GLASS BITE 1"THK. n GLAZING 1 L—r it- L GLASS in N TAPE S cq 1/&'TEMPERIED zo EXTERIOR GLASS O AIR SPACE En i7 (3 5/32HINGEIL ELI 6 ANNEALED &_Lo E� (. STYLE GLASS 0.090'SAFLB(O PVB rn INTERLAYER 4.11 t< INTERIOR 3 0.66" z 2 0.34'----1 DOW 995 118"ANNEALED 0 i 512010B OR GLASS 0 z L I , DATE' SIKA 552 3 SWIGGLE GLAZING SCAM N.T.S. 11 55 SPACER 3 M.BY. AL m GLAZING DETAIL cHK BY' LFS r2 VER17CAL CROSS SECTION D.111;I., FL—7630.2 SHEET_3 GF 11 4 #9 X 3"PFH WS 61 \\ :'•• v(D 21.ar'MAX. TYP.(4)CORNERS bb EXTERIOR G1 62 y ""`''%!R �'� Im Z--_••11ni� / •'gg`F2Sn �•''•.,• o m to o INTERIOR lA` E m Z m z NNY =0 o o mw 9 a`a Q Y y m O L da rn 0 HORIZONTAL CROSS SECTION E a Z td p> 56 bl 3 b� of En EXTERIOR G7 0 oa o o 71 Ot0 o;co J U--s 71 4 3 D ww w 60 ClassOicGaftR INTERIOR ~W �w y Classic Craft Rustic o b 5 2 EXTERIOR INTERIOR a v\ 3 3 HORIZONTAL CROSS SECTION 21.00"MAX. q G7 m D.L.O. s � t 1.49" (� a 1.48" EQ 1/T � sP:(ryi'{'�i��"�I �I :.°.?'-•i1.4,'�.I � - w o O CELLULAR GLASS BITE 1 THK o1 f'.;{'}• a i•f i=.e t FF " . ;;+ `.:r}�.t, p GLAZING 1 GLASS o TAPE 1/B"TEMPERED Jj EXTERIOR GLASS o 0 a O 3 AIR SPACE d2 TOP RAIL d5 BOTIOM RAIL HINGE STYLE >j i 5/37'ANNEALED N N m m 4 q GLASS F v' 0.090"SAFLEXO PVB 61 N o INTERLAYER 4.13" :`: m / INTERIOR I�-0.66" `::i' `' 'r z i � DOW995 2 1/8"ANNEALED 0.03"---�{ m a i GLASS ':'.1::$;}:y.:i: oar: 5/20/08 ? OR 65 s-LF- N.T.S. d w SIKA552 3 SWIGGLE GLAZING ' gf„1 m SPACER DWG.BY: AL m aoc By. LFS 3 € D G I GLAZING DETAIL L 21 VERTICAL CROSS SECTION D.111;No.: T 70 SIDELTIEPANEL 63 IATCHy1yLE 71 SIDELRESTILE 4 FL-7630.2 °o sHEEr 4 or 11 a 1 2 1 2 E 6 6 7 7 NOTE: C A 70 SEE NOTE 1 ==r 1. Sidefite assembly screws located at EXTERIOR C): * $ 2 6"from each end and 6 more screws M �1• z 410 d equally spaced(8 screws total per jamb). V''• aJ� o ai ro ........ ' ice. >> m 21 v U oz� 1 310 9mOcw o 5 INTERIOR rnM g g t a. w maa� X 2O 4 \ s �Z 5 5 e � VV 'o c w 10 17 � 20 :4. O N E p p EMB.(TYP.) �w m Cm w �N 3 4 5 3 4 5 4 HORIZONTAL CROSS SECTION �� N i� 6 6 6 1 Q EXTERIOR 7 7 7 5 Shown w/lxsub-buck o Cj L a a a • C 9 50 60 60 50 N 1-1/4"MIN. Y m 10 4Q 40 27 EMB.(TYP.) m z INTERIOR R SEE NOTE 1 70 SEE NOTE 1 L) v M INTERIOR M N a c U � zo 6 �o b VI N •r. o C)�o e 7 7 EXTERIOR L o 0 .a g 70 >> i 8 8 L -�Klwl < 20 20 N o L ^ m o < v D 0.15" 0. a 15' 0 z z L C'SIP K 20 C'SINK DATE: 5120108 = E (TY •) ITYP.) C • n ` 1-1/4"MIN. B s� N.T.S. H2' EMB.(TYP.) B ° nwc.BY. CHK BY. LFS 3 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r3�HORIZONTAL CROSS SECTION E DRAW NO NO.: P $ Inswing shown-Oustwing also approved k,,$ Inswing shown-Oustwing also approved $ Inswing shown-Oustwing also approved FL-7630.2 0 -5 SHEET 5 OF 11 N u a R\Oients\Therma Tm PERMANENT\Flodda Product Approvals\FL-7630\Drawings\Cunent\FL-7630.1-.S.dwg,62 m 1-1/4"MIN, a� A EMB.(TYP.) O Z 0< Q'a y .. O O Zl y 0 ow A ID a v CD on a �m IF r;4 . oo A ° n 'rti;' o Z O °a 0 N A CD 2 Z (TYP.) n a P W A 1WA a V WW 1-1/4"MIN. m 1-1/4"MIN. EMB.(TYP.) EMB.(TYP.) N m O O A vv'V v P A O P A v t 09 v. c�rit ?.r � n 0 =n �o =o z O y m y ;ao y >v. O �T e n O Z • p.v A N m O O � 1-1/4"MIN. X w EMB.(TYP.) m A O > d a m A o, m °n O ml P in v A N P 1!1 v Y " in r1 a .e 0� €a A 0n �O fC A W V T .: In .v Z In W V n �O n 1-1/4"MIN. a � EMB.(TYP.) /j7' �. F,Scl , / j No.43409 $ x PRODUCT: Doaumonts Prepared By-,'O'.. STATE OF i THERMA—TRU Lyndon F. Sehmldt I� 2 ro GLAZED FIBERGLASS DOOR P.E. No. 43409 'i/S % s�ONA�. ' o G v 0) 2 1 29 15 UPDATE TO STH ED. 2014 FBC LFS PART OR ASSEMBLY: BUILDING CONSULTANTS11 p 'ri in p 1 6 11 12 UPDATE 70 2010 FBC JK NO DATE BY VERTICAL Phone No.:30, Valricoo, 33595 .659.9197 REVISIONS CROSS SECTIONS FBPE CA No. 9813 ®2009 R.W.B-oINo CONBl1LTAMB INC. Ile I T-N : c t gg p z V' - 6J 0 dm n v" •• � -ca. n co Do I on C L a Em zmoa zt 9 `o a ^$w 70 ^W \ a g m m'ia� 70 24 e °z SEE NOTE 1 M SEE NOTE 1 M 19 F. EXTERIOR INTERIOR 24 0 0 EXTERIOR INTERIOR z �1 VERTICAL CROSS SECTION EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 7 shown w/lx sub buck Q J FN 7 Outsw ng shown-Inswing also approved SEE NOTE 1 M 70 NOTE: 4' m w n Or v, o 31 L Sidelite assembly screws located at w 23 3"from each end and at center line. GI o o c� o ¢ E a `a 7 u7 �Y} P Jim INTERIOR EXTERIOR 38 37 SEE NOTE 1 M 70 36 °. ° EXTERIOR INTERIOR N RI � 22 35 0 M 70 W o 0 I34ri1 VERTICAL CROSS SECTION SEE NOTE 1 h N z 33 7 Outsving configuration o: 00 23 1812 E Z El oae 5/20/08 = scAL& N.T.S. o F owc.BY. AL m 3 VERTICAL CROSS SECTION " 7 Insw ng configuration = �1 VERTICAL CROSS SECTION cHK.BY. LFS a 7 Outswngconfigurafion onawwc NO.: b FL-7630.2 a c SHEET 7 OF N O d a o_ t �•........... \\ J O m m I O ASTRAGAL _.= MASONRY! TYP.HEAD& . a t 9 e o z TYP.HEAD MASONRY &JAMBS I I SHOWN FOR `�° O OPENING JAMBS _ o m°c w OPENING I I REFERENCE — — — a N 9 d ga. CL 2X BUCK I I 0? FRAME `v U `z O TYP. O c ul fJ� cr I I NZ I I o I I - O Z� II N O O� II 2X BUCK F D xy II — TYP. — I TYP. — I QU ¢c w> SILL SILL II UJM No I 1 1 I 1 1LL o YV SEE HINGE 0 < mm R DETAIL a a 0 m BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB sMasonry 2X buck construction in w U W� O O CONCRETE ANCHOR NOTES: m� 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 28 0 0 edge distance to mortarjoints. 9 2. Concrete anchor locations noted os"MAX.ON CENTER"must be adjusted to K o maintain the min.edge distance to mortar joints,additional concrete anchors O >j i t; may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 10 3. Concrete anchor table: w = K N-a MULTRAC00 ::•a::;;:.: oOTt:i;A: .....:.................::;;;: s;:......,,..,...;....;...........;:...............:;:;;';: ?... 1 :::::::.:l MHEbM t11.;.:' ......:. :::::::.:::::::;; N........................................................... .........................EDGE:......:::::•:•>;:•;;ra.ANCHORa;;;;ii. Z D® 1/4" 1-1/4" 2" 4" DAT: 5/20 08 uN SCAM N.T.S. I"LATCH 6 DEADBOLT DETAIL HINGE DETAIL DWG.Br. AL mON® 1/4" 1-1/4" 1" 4" WOOD SCREW INSTALLATION NOTES: DRAWNG B.:Na:LFS p 1.Maintain a minimum 518"edge distance,)"end distance,&I"o.c.spacing of FL-7630.2 c m wood screws to prevent the splitting of wood. D sir 8 Dr 11 O d In 3• 6„3• _ o Q'd 2 -N Z C M pgrrN*nl >%%% o CV o m 0 Z — O r== MASONRY TYP.HEAD& m°u n OPENING JAMBS v N r 9 0`o a — — — � a maa� FRAME v U v `E `o z J TYP. .YP. —O � c Y Z ' — — — 0 m0 O ^j IX BUCK F D V CC z� TYP. — TYP. SILL SILLm x" — — W wy 1 1 1 1 I I O SEE HINGE a a DETAIL DO HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry I buck construction � a u' o N n W� O to 6 �o CONCRETE ANCHOR NOTES: 28 Fo o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. 9 e edge distance to mortarjoints. << R 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to R 10 >> 9 maintain the min.edge distance to mortar joints,additional concrete anchors 10 N m maybe required to ensure the'MAX.ON CENTER"dimension are not exceeded. FI 'w 3. Concrete anchor table: K D i? :?`:'iMIN.tCG�A:(JA:NC: :...M..N...CL A'RA..__.O. f1NCHOR:;ANCHOR:::i`.': :;MfN.::::::::::::::::..................................... :::...........................,..:::•;: N_o i�MA50NRY TOADJACENT.y:: 1Y�E........ .......................SI .�MBL�bA�Nir .....:...ERGE................ . . ::::.::::.AMCHQR.:;``;.. 27 w,F 5 20 08 :::.::::::.............®......................... ............................................... c 1Tw � N.T.S. 11 e TAPCON 1/4" 1-1/4" 2" 4" LATCH A DEADBOLT DETAIL HINGE DETAIL DWG.BY: AL m € WOOD SCREW INSTALLATION NOTES: D BY: LFS DRRAWING NO.: 1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of m n 13 wood screws fo prevent the splitting of wood. FL-7630.2 osHEEr_,L or f 1 a RKlients\Therma Tru PERMANENT\Florida Product Approvats\FL-7630\Drawings\Current\FL-7630.1-S.dwg,102 0.75 —� 1.39, .o n 1Y.r n0 p• 1.2s, L 2 rye�: 41 0: �z �P• off,� :{,/,•,` u' � 47 H N a I I I �--•1.S � r �1.53" • I N �`�' •4 N � I 0.65' a 0.439" f•1 ��! V 62 r" m Gis I A 0.09" N m r� 1.50" 1.56" I 1.38" Q N w" Z No.43409 ' 4 Q PRODUCT: Document,PnPane BWEOP THERMA-7RU P E d No.F. Schm Idt �i� `�'•. ORId::: ``��•: I� Z ro GLAZED FIBERGLASS DOOR �j, r O 2 1 29 15 UPDATE 70 SiH ED. 2014 FBC LFS PART OR ASSEMBLY: K BUILDING CON9ULT �1ItSC11 IN fA 1 6 11 12 UPDATE TO 2010 FBC JK J lr P.O. Box 230, ValAco, FL 33595 J NO DATE BY COMPONENTS Phone No.: 813.659.9197 REVISIONS F13PE C.A. No. 9813 C 2009 R.W.13—DINa CONSULTANTS INC. I BILL OF MATERIALS %% REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1 X BUCK SG>=0.55 WOOD FIBERGLASS DOOR PANEL-SMOOTH STAR Q'• X!0 ; n B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.0 1 E S SMC ==e c AX •J=�"' C M .1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE —V°i * �� a!,. D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE Z N; d WOOD/LVL IV''�� E MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 44 HINGE STILE WOOD .` •. 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 45 BOTTOM RAIL COMPOSITE //i '�6 '>A_0 F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM / ///N*P, >��` o n m z •; H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC - � a 9 U N I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065"THICKNESS SMC IN E m Z mm u J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE a m g 56c, K #8 X 2-1/2'PFH WOOD SCREW STEEL 53 LATCH STILEWOOD/LVL m a d L #10 X 2-1/2'PFH WOOD SCREW STEEL 54 HINGE STILE WOOD S. `c i M #9 X 2-1/2'PFH SCREW STEEL 55 BOTTOM RAIL COMPOSITE c w M I MULLION REINFORCEMENT(SG>=0.42) WOOD 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o a 1 EXTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC 2 INTERIOR LITE FRAME ALUMINUM 61 FIBERGLASS SMC SKIN MIN 0.090 THICKNESS SMC Of 3 LITE FRAME TRIM PVC 62 TOP RAIL COMPOSITE o 4 #10XI-1/2'PFHSCREW STEEL 63 LATCH STILE WOOD/LVL mEn 7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 64 HINGE STILE WOOD -,5 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 65 BOTTOM RAIL COMPOSITE 1 cc 0 9 4"X 4"HINGE.097'THK. STEEL 66 POLYUREIHANE FOAM CORE-1.9 LBS.DENSITY FOAM w� W o 10 910 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 70 FIBERGLASS SIDEUTE PANEL-SMOOTH STAR �o 12 #10 X 2'PFH WOOD SCREW STEEL 71 SIDELITE STILE WOOD o m 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL o c� 18 THRESHOLD OUTSWING ALUM./WOOD a a 19 HEADER JAMB PINE SG>=0.42 WOOD 20 SIDE JAMB PINE SG>=0.42 WOOD m 21 DEADBOLT-KWIKSET SIGNATURE SERIES(780) STEEL z 22 INSWING SIDEUTE ADAPTERS PVC t 23 OUTSWING SIDELITE SPACER PVC a 24 SILICONE CAULK SILICONE N 27 LATCH STRIKE PLATE STEEL o z 0 28 DEADBOLT PLATE STEEL w o O 32 DOOR BOTTOM SWEEP PVC N 33 INSWING THRESHOLD ERMA-TRU ALUM./WOOD o o m 34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP. a 35 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. o 0 36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. N' 0 37 INSWING THRESHOLD SELF ADJUSTABLE ALUM./COMP. ==w 38 INSWING THRESHOLD IMPERIAL ALUM./COMP. N_o NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) _ N O Z onTE 5120108 IT F5 SCAM N.T.S. 9 2 ] owc BY: ql m r cNK BY. LFS 3 DRAWING NO.: K P n FL-7630.2 0 SHEET I 1 OF 'I l