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HomeMy WebLinkAboutEXTERIOR DOORS 8-27-18Florida -Building Code Online Pagel of 5 N. EGGANNED St Lucie-County,it .� BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search Florida I Product Approval USER: Public User I ��ccoopprroorxtuucc��rr to 3.otsrN4:guu� . _Product Approval Menu > Product or Application Search > Ap Ilication List > Application Detail FL # I FL16107-R10 Application Type Revision Code Version 2017 Application Status i Approved Comments Archived Product Manufacturer s Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report i Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfieid@clopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Scott Hamilton PE-63286 Intertek Testing Services NA, Inc. - QA Entity 12/31/2020 Gary Pfuehler © Validation Checklist - Hardcopy Received FL16107 R10 COI Certification of Indepe-nal�n• Validation Entity- Gary Pfuehler.Ddf �y FL16107 R10 COI Statement on Indeoendeatewnf Fvaliiatinn Fnrirv- ScottHamilton 120424 pdf Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0... 8/27/2018 Florida.Building Code Online Page 2 of 5 0 Sections from the Code Product Approval Method FL16107 R10 Eauiv 2017080 - FBC - DA MA 108 ea iv pdf FL16107 R10 Eauiv 20170809 - FBC - DASMA 115 eluiv,r)df Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval i 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page Page 1 / 3 FL # Model, Number or Name Description 16107.1 01 W6-16 DSIE-iF171: 4300, 4301, Double -skin Insulated EPS (exterior skin27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga, min.) Double -Car (97' to 167' wide) 67, 67G, 68, SP20.0, SF200, SE200, WINDCODE@ W6 Garage Door 6200, 6201, 6203; Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 RIO II 104724-A-Rev0 -sinned pdf " Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors Evaluation Reports or doors with optional impact -resistant glazing are impact- FL16107 RIO AE CBPC 1 1 -A.pdf Created by Independent Third Party: No resistant (large missile impact). 16107.2 02 W6-16 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga, min.) Double -Car (97' to 16'2" wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODE@ W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104724-B-Rev03-sianed pdf Approved for use outside HVHZ: Yes: Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF i Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborine debris regions. 16107.3 PAN 2F153: 73, 75, 84A, Steel Pan (min: 25 ga.) Double Car (92" to 16'2" wide) F036-16 8, 428, 48B, 4RST, 6RST, WINDCODEp W6 Garage Door with Optional Impact- RSS, AR5S, ED5S Resistant Lites Limits of Use I Installation Instructions Approved for use in HVHZ: Yes i FL16107 R10 II 104710-A-Rev03-sign d odf Approved for use outside HVHZ: Ye's Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF I Evaluation Reports Other: Max. Wind Speed (V_ult): 1701MPH. Solid doors or FL16107 R10 AE CBPC 121212-A odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.4 04 W6-16 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODE® W6 Garage Door GD5S, GRSS; AR5S, ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104710-B-Rev0 -sianed odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No Impact resistant requirement for windborne debris regions. 16107.5 78,48B,4F,4RST PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) WINDCODE& W6 Garage Door with Optional Impact - Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104753-A-Rev02-sianed pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No https ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgvyf4ngAXh 10... 8/27/2018 Florida Building Code Online U > Page 3 of 5 Design Pressure: +38 PSF/-42 PSF I Evaluation Reports Other: Max. Wind Speed (V_uit): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.6 06 W6-16 PAN-2F143: 84A, 94, 98, 48, 48B, 4F, 4RST I Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No I FL16107 RIO II 104753-B-Rev02- igned.pd Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF j Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 121212-A odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.7 07 W6-18 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL,;iDGF, 66, 66G, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE@ W6 67, 67G, 68, SP200, SF200, SE200, Garage Door with Optional Impact -Resistant Lites 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104751-A-Rev02-signed odf. Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH! Solid doors or FL16107 RIO AE CBPC 121212-A odf doors with optional impact -resistant glazinglare Impact- Created by Independent Third Party: No resistant (large missile impact). i 16107.8 08 W6-18 DSIE-1F171: 4300, 4301, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL', HDGF, 66, 66G, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE® W6 67, 67G, 68, SP200, SF200, SE200, Garage Door 6200, 6201, 6203" Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104751-B-Rev02-sioned odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meetithe wind load FL16107 R10 AE CBPC 121212-A.odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.9 09 W6-18 DSIU ,1F171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODE@ W6 7200, 7201, 7203, 8200, 8201, Garage Door 8203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104777-A-Rev02-signed pdf Approved for use outside HVHZ: Yesl Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind.Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.10 10 W6-18 DSI0-1F171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min,; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) 16'4" to 187' wide WINDCODE@ W6 7200, 7201, 7203, 8200, 8201, Garage Door 8203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO II 104777-B Rev02 sioned pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A odf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.11 11 W6-18 PAN-2F153: 73, 75, 84A, 94, 42, 48, 4'2B, 48B, 4RST, 6RST, GD5S, GR5S, AR5S, EDSS Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) WINDCODEO W6 Garage Door with Optional Impact- Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 RIO II 104761-A-Rev04 igned odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF1 Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with optional impact -resistant are impact- FL16107 RIO AE CBPC 121212-A odf Created by glazing Independent Third Party: No resistant (large missile impact). https://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvyf4ngAXh 10... 8/27/2018 Florida Building Code Online Page 4 of 5 16107.12 12 W6-18 PAN-21`153 73, 75, 84A, Steel Pan (min. 25 ga.) Double -Car (16'4" to 18'2" wide) 94, 42, 48, 42B, 48B, 14RST, 6RST, WINDCODE@ W6 Garage Door GD5S, GR5S, AR5S, ED5S I Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104761-B-RevQ4- ian d odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R10 AE CBPC 121212-A niff requirements of the building code but DO NOT! meet the Created by Independent Third Party: Yes impact resistant requirement for windborne debris regions. 16107.13 13 W7-18 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) 16'4" to 18'2" wide WINDCODE@ W7 48, 48B, 4F, 4RST Garage Door with Optional Impact -Resistant Lites Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104762-R v02-signed pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +41 PSF/-46 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or EL16107 R10 AE Q512C 121212-A.Ddf doors with optional impact -resistant glazing alre impact- Created by Independent Third Party: No resistant (large missile impact). 16107.14 14 W8-16 DSIE-11`1171: HDG, HDGL, Double -skin Insulated (exterior skin 27 ga. min.; interior skin 4300, 4310, 4301, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, 27 ga, min.) Double Car (9'2" to 16'2" wide) WINDCODE@ W8 Garage Door with Optional Impact -Resistant Lites SF200,SE200 Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL16107 R10 II 104736-Rev03-signed odf Approved for use outside HVHZ: Yes I Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Other: Max. Wind Speed (V_ult): 170 MPH; Solid doors Evaluation Reports FL16107 or doors with optional impact -resistant glazing'are impact- R10 AE CBPC 121212-A Ddf Created by Independent Third Party: No resistant (large missile Impact). 16107.15 6 PAN-2F143: 84A, 94, 98, F48,48B1,4F, 4RST' Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODEO W8 Garage Door with Optional Impact - Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104754-R v02-sinned odf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL15107 R10 AE CBPC 121212-A odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.16 16 W8-18 DSIE-1F171: HDG, HDGL, HDGF, 4300, 4310, 4301, 66, 66G, Double -skin Insulated (exterior skin 27 ga. min.; interior skin 27 67, 67G, 68, 6200, 6201, 6203, ga. min.) Double Car (16'4" to 18'2" wide) WINDCODE@ W8 Garage Door with Optional Impact -Resistant Lites SP200, SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104752-RevO3 signed pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (Vult): 170 MPH. Solid doors or _ FL16107 R10 AE CBP C 121212-A odf doors with optional impact -resistant glazing are Impact- Created by Independent Third Party: No resistant (large missile impact). 16107.17 17 W8-16 DSIU-1F171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior 9203, HDP20, HDPF20, HDPL20, skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) 7200, 7201, 7203, 8200, 8201, WINDCODEQ W8 Garage Door with Optional Impact- 8203 Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 1110,11 104778-R vn3-s9n Approved for use outside HVHZ: Yes, Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A odf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.18 18 W8-18 DSIU-IF171: 9200, 9201, Double -skin Insulated PUR (exterior skin 27 ga. min.; interior 9203, HDP20, iHDPF20, HDPL20, skin 27 ga. min.) 16'4" to 18'2" wide WINDCODEO W8 7200, 7201, 7203, 8200, 8201, Garage Door with Optional Impact_Resistant Lites 8203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104779-RevO2-signed pdf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh l 0... 8/27/2018 'V Florida Building Code Online Page 5 of 5 Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes I Created by Independent Third Party: No Design Pressure: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 121212-A Ddf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile Impact). 16107.19 19 W6-16 DSIE-SF471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, Double -skin Insulated EPS (exterior skin 27 ga, min.; interior AR2LP, ED2SP, ED2LP, 4302, HDGC, skin 27 ga. min.) Double -Car (97' to 16'2"'wide) WINDCODE& W6 Garage Door with Optional Impact- 6202, MFC68, 4305) HDGR, 6205, Resistant Lites SFR68, MFR68 Limits of Use I Installation Instructions Approved for use in HVHZ: Yes FL16107 R10 II 104785-A-Rav03_cigned•pdf Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF I Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or doors with optional impact -resistant glazing are impact- FL16107 R10 AE CBPC 1 0214-A Ddf Created by Independent Third Party: No resistant (large missile impact). 16107.20 20 W6-16 DSIE-1F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga, min.; interior GR2SP, GD21_P, GR2LP, AR2SP, skin 27 ga, min.) Double -Car (9'2" to 16'2" wide) AR21_P, ED2SP, ED21_13, 4302, HDGC, WINDCODE@ W6 Garage Door 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 I Limits of Use I Installation Instructions Approved for use In HVHZ: No FL16107 R10 II 104785-13-Rev0 -sinned Ddf Approved for use outside HVHZ: Yes I Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load F 16107 R10 A 130214-A,p!ff requirements of the building code but DO NOT meet the -UPC Created by Independent Third Party: No impact resistant requirement for windborne jdebris regions. Go to Page = 0 1. a 0 Page 1/ 3 0 0 Back Plext Contact Us :: 2691 Blair Stone Road Tallahassee FL 32399 phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida :: Privacy Statement :: Arcosiblifty Statement :: Refund Statement Under Florida law, email addresses are public records. IfjIyou 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 click here... Product Approval Accepts: I Credit Safe S8C111'LL} hi E1'RI CS' https://www. floridabuilding. org/prlpr_app_'dti. aspx?param=wGEVXQwtDgvyf4ngAXh 10... 8/27/2018 A A 4- PA.NE!_ Ft1RfIC[ J 2 )ORS 'CARRIAGE' HOUSE' RAISED PANEL EHMSS. DOORS sr.EET, 24 GA MODELS 25 GA 1 OF 4 REV. 'NO. ZONE: D. L 98 CLOPAY 'GALLERY' GDSS, GR5S 4F HOLMES 'ARTISTRY' ARSS -- IDEAL ',CARRIAGE HOUSE' EDSS FLUSH SHORT PANEL "CLASSIC- SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND "CLASSIC` LONG PANEL ALSO APPROVED. SEE TABLES BELOIV FOR DETAILS. OPTIONAL GLAZING GLAZING. 6E STANDARD S T III IMPACT RESISTANT GLAZINi. ONLY SHORT y - GLAZING IS APPROVED, SEE SECTION B-B ON SHEET TWO FOR DETAILS. (GLAZING SHOWN IN -_-"-- y/ IriTERMEDIATE SECTION.) r vFerr `S' (SEE SHEET THREE). ! MEW "C" (SEE SHEET THREE). I - r } 16 GA END STILE 5 ATTACHED TO DOOR SKIN WITH PATENTED — TOG-L-LOC SYSTEM (TOP„ SOTTOM & CENTER)- ATTACHED TO TOP AND -"--' ---- ----- BOTTOM RAIL WITH PATENTED _ A -- - -- - TOG-L-LOC SYS_TE}A. TWO P0114T LOCKING- - - - - - F�� I INTO TRACK, I HDDELS 24 GA 25 GA 23 GA I LOPAY B4A, 94 73. 75 76, 75 IDEAL 4RST .6RST 2RST HOLMES 48. 48D 42, 42B -- SHORT I LONG DESIGN ENGINEER: SCOTT HAMI' TON, RE. In SH ,� ADDED LONG PANEL OPTION. ONE :STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. ATTACHED W/ TOO-L-LOC (TOP & BIM) AND URETHANE ADHESIVE (ALONG CENTER). EXTRA STILES MAY BE STANDARD (SHORT PANEL) OR COMMERCIAL (LONG PANEL). SEE TABLES EELON. GLARING SHOWPI. IN TOP SECTION: :oi Fo/ 7; o L OPTIONAL OUTSIDE KEYED LOCK POSITION�`L (2) LHR TOP BRACKETS USED AS MX. DOOR WIDTH = 16'-2 INNER SOTTON BRACY.ET. INSIDE ELEVATIONS (1,20394) USED AITH 3" TRACK. SOAP LATCH ENGAGES) 3-IN ROLLER CARRIER (P/N OF OPTIONAL VENTS, TOTAL VENT OPENINGS: 60 IN' PER VEHICLE.01, O T SkCRT PAAEL -_LC%G PANEL _ DPlP. NIDTK P OF 1NTERK SiiLES (PER NTIG) -- • OF SrD DOD.R VIDTH FN:ERY STILES 'PER SECUEM a OF Ct1HK WICRr,. STILES (PER SECTI[kU 5'2' TO 9'40' 3 9'2' TO 11'2' 1 2 We' TD 11.10. 9 11'4' TO 14'!Q' 2 3 121F TO 13- 10- 5 FYO' TD .6 - 3 A 14' 70 15'!0' F6'6' •TD 36'2'. 6 7 SEE NOTE BETOY REEFRETNG EXTRA STILES DV L[)FG PANEL DCO?S EXTRA STILES FOR -LONG -PANEL MODELS- ADD170ML Id DA CO"TERaZ 1:4TERM, S12ES REQUIRED AS NOTED ON THE TABLES ABOVE. THESE NM.M[RCwL CC6:ER-^.LES Nr.E 6TTACrIED POPWr gEMEEN'TI-L C> ST'aiG FESIOCNr`AL CEKTER STILES. COM.v.ERGAI CENTER SrTLES ARE ATTACKED tY.TK iCG-L-LOC (TOP & 607I024) OP (4) 3/16-'FOP RHOS DP. (4) f8 SKEET 1tETAL SCRE.S, N O VERTICAL TRACK. _ ONE SNAP- LATCH ON 5LIDE BOLT LOCK EACH, SIDE OF DOOR. END ENGAGES INTO STILE . 1 VERTICAL TRACK_ ONE LOCK ON EACH SIDE OF OUTSIDE ODOR. Y,6ED END HANDLE. STILE. INSIDE SLIDE BOLT INSIDE HANDLE LOCK OPTION OUTSIDE KEY 0 OCK WITH SNAP LATCH LQc9 OPTION. THIS DOOR 1.!EETS OR EXCEEDS THE DESIGN LOADS FOR THE ULnmATE vAuD SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA $IDLGWG CODE OR THE INTERNATIONAL BUILDING CODE (BASED ON ASCE7-10) FO4 THE FOLLO'NeNG CONDITIONS_ I) -ENCLOSED SUILDR4G, 2) DOOR HAS 2' OF WIDTH iN GURDNG'S END ZONE, 3) ANY ROOF SLOPE. AND 4) TESTING IN ACCORDANCE OATH ANSI/OASk4 108. SITE-SPECFPIC CALCULATIONS BY A OUALIFIED DESIGN PROFESSIONAL MAY DIFFER. ULTIMATE 'JIND SPEEDCHPH) 155 . I50 170 ISO 795 EXPOSURE CATEGORY � 3. C. D B. C. D a. C B. C g M(( EAN ROOF HEICHT I 25, 15' CS 15' 3G END STILE. OUTSIDE HANDLE. LOCK BAR ENGAGES I EACH SIDE TRACK ON OF DOOR. ;OUTSIDE KEYS.J �QCLS KITH LOCK BAR LOCKING. C m KAKUFACTURI.NG PRODUCT CODE SHORT PANEL: PAN-2FT53 DESIGN LOADS: +36.0 P.S.F. 4 -42.0 P.S.F. TEST LOADS: +54.0 .SF. 3 -63.0 P.S.F. LONG PANEL- PAN-2F15S PART N0.: N/A U.I.I.stated Om,r , se TOLERANCES we .0 _ --.031 C C! EI595 Came E-1—ld L4Son; ON 45040 USA ®pay �1r [n� pm T41. N,. 51-1-770-4SC0 �7 Foa•N5. 513-770-4HS3 VINDLOAD RATING W 6 D P 3 6 T A .D-00 OD = }.dos a oo = ±.001 Cegrees = ±t/2' UN<ss SDlee O;auwise DESCRIPTION: 2- STEEL PAN 000RS 16'2'47 (SEE TABLE FOR MODELS DRAWN BY: STI DATE: 11/19/I SCALE: NTS Dwc. CHECKED Y. SH DATE: 11/20/1 SHEET t OF c SIZE DWENSDNS ,.RE m! mCHcs.D1rG, NO.: 104710-A/B I VER: IBC pp �I {� �7 2 G LORODD A PRODUCT QPP o O VAL5 II 6 li 0 D s .CLASSIC- RAISED PANE EHBDSS DOORS HD➢ELS 24 GA .25 GA 25 GA 1 24 GA CLOP.AY 84A 94 73. 75 76. 75L 98 IDEAL 4RS,T 6RST 2RST 4E' HDLMES 1 49, 43B 142, 42S I -- -- SHORT I LONG I FLUSH 3 2 HOUSE' RAISWEMBOSSRS . SHEET,REVISIOAS VGDELS2 Or 4 REV_ NO. ZpNE DATE: 'ECN NO, WPPVDDESCRIPTION SY 'GALLERY' - 03 — — — SH SEE REVISION HISTORY ONSHEET ONE. S -ARTISTRY'ARRIAGEHOU D zuu� UuuH\ [NU GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE OPTIONAL DSB OR 7/6" ACRYLIC l.I7ES AVAILABLE. OPTIONAL ACRYLIC GLAZINC IS IMPACT=RESISTANT. OPTIONAL INJECTION-MOLOED-POLYCARSONATE FRONT FRAME ,AND PLASKOLITE OPTIX OR LUCITE CP APPROVEO'CC2 PLASTIC IN ACCORI).ANCE WITH !HC/EEC •GLA21F1G IS GE LEXAN SLX24327, AN APPROVED GC2 PLASTIC IN ACCORDAI`ICE VATH 2606: IBG/F8C 2606 AND AN APPROVED Cl PLASTIC. IN ACCORDANCE WITH FBC 2612- THE ,ENTIRE DOOR ASSEMBLY INSTALLED, IN COMPLIANCE WITH THIS SECTION MSS 7FIE THE ENTIRE DOOR. ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE YTND .LOAD P,EOUlREEIEtViS CF THE FLORIDA BL4LDItaG COOS A(i INTERNATiOP+RL BUILDING WIND,LOAD S UkRGEh:ENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDLNG CODE BUT DOFS NOT .MEET THE' IMPACT RESISTANT REOUIREMENT'FOR WINOBORNE DEBRIS CODE AND IS. LARGE- ANOSh1ALL-MISSILE. IMPACT RESISTANT. � REGIONS (REF. CHAPTER 16 FBC/)BC). SECTION 8-8 (IMPACT -RESISTANT GLAZING OPTIOINI SEC7PON Q=Q: (NON-IMRAGT RESISTAN"f GLAZING OPTION) -- "- -- — ---- -- ----- FRONT; •FRAME. CdTH.,U V COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN DETAIL '0" �---- --_ --_ _ __ _ __ _-__— -PAPACT-RESISTANT-FRAME \ 35 QPDONAL DECORATIVE z2s \ MULTIPURPOSE HIGH BOND TAPE -- SNAP -IN INSERT. A (BETWEEN FRAME•AND FACADE), J -.DECORATIVE FRONT FACAQ£. rl n GLAZLVG� o.Isa MOLDED INSIDE I-- - STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL' SIGN iND' FRAMQ_ I{8x3/4" PAN HERD SCREW (10 SCREWS PER LLTE). IMPACT RESISTANT. ONE-PIECE 1NSECFICN .POLYSTYRENE RETAINER. FASTENED TO FRAME WITH MOLDED CE CEXAN (TO) iB a 3/4' PAN HEAD MACHINE SCREWS. 'SLX243a LAZIN FRAh1E-fic GLAZING. IMPACT -RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 1047110-A DRAWING 10471:0-B. • Tt A ; 9 , s/a � STATE OFF �I 3 & -42.0 P.S.F. .D ±,031 8i+.fi+7 Fro3ulsCaL.Wnl .00 = :.018 1 DESCRIPTION: 2- 000 005 OCoo - .001 URAVJfd BY; SH -� Degrees = s t jz CHECKED BY SH Um soma otn<.::io o..ENsIoNs A4� IN aZtcs. DWG. NO.: 10471C 2 FLnRnn PRnnM PART NO.: N/A _ VINCLf4AD RATING' W'6 DP36T W (SEE TABLE FOR MODELS) SCALE: NTS DWG. SHEET- 2 OF < SIZE ' JER: I8C )MQL 16107 I D WE a_ 'CLASSIC' RAISED PANEL EMBOSS BOORS MODELS 24 GA 25 GA 25 GA 24'GA CLOPAY 84A;-94 73. 75 76,'75L 98 IDEAL 4RST 6RS7 2RST 4F HDLMES 48. 48B 421 42B -� SHORT LONG FLUSH 3 HOUSE' RA3SED PANEL EMBOSS.. DOORS SHT:ETi MODELS 25 GA 3 OF A . - - SHORT PANEL rHORIZONTAL (TOP) JAMS (NO LOAD FROM DOOR) JAMB TO SUPPORTING STRUCTURE ATTACHMENT IF . 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND TFitN FROM 7HE. TRACKIO' THE 2x6 VERTICAL SYP (GRADE 12. OR BETTER). JAMBS, NO LOAD FROM THE DOOR 1S TRANSFERRED TO THE. HORZONL'l_,(TOP) aAUR. ' ?. EACH VERTICAL JAMB SEES.A mwitIUM DESIGN LOAD OF +2BB LB & -336 LB' PER LINEAR. FOOT .OF JAMS. ASIENER 3. ALL JAMB FASTEt•ERS LIAY BE (BUT ARE NOT-REWRED TO BE) CCUNTERSUNK.TO •-PROVID£.A- TYRE FLUSH IJOUNT94GSURFACE, 4. A 1/3 STRESS IiXREASE FOR WIND LOAD WAS 1.iLT USED IN ThE CALCULATION OF ALLOWABLE - TOADS FOR £.TJCt70RS AND FASTENEE2S. FOR STEEL, CONCRETE AND MASONRY, j 2x6 VERTICAL JAMEI--" 2x6 JAMB TD SUPPORTING STRICTURE ATTACHMENT - - .rxr�m uH HVF'F��iMG'STRUCTIIRE) MAKIMUM CN=CENTER DISTANCE STEEL BUILDING TYPE' FASTENER TYPE BETWEEN WASHERS O:.K',n:.?. 3000 P__11 MN..: CONCRETE 1 s".r i-I 4" MIN. ELISED TALON CONCRETE-A17CHOR 1� 4" x i" MIN. EMBED TAPCON-CONCRETE A _FASTENERS 7=df2;� RECUGiED? I' 0.0. 1 h19J N R —un 3 8- x t-3 4".MIN, EMBED WEJ-IT ANKR RTE SLEEVE ANCHOR 8-.1.4 1 1- O.D. ARN. R V,.DOD'FPAM�'(SYP 055 crr11/�, ".x 1- vuN 'Y. -T AN R 7 - R �:. r' 4' R: INCLUDED Y 1 7_ / •. T 17- /4" 1 2 25 GA, (0.019" LAIN. THICK) ODS `STEEL EXTERIOR SKIN tYRH G-40 GALVANIZING, BAKED -ON PRIMER AND A BAKED -ON POLYESTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN, SHIP L JOINTS' 4-:tt1/ ir�j VIEW "0" 4'. TALL --TAPER STRUT. 0.057' MIN. GALV. STEEL. 50. -KSL itIN. AT LEAST AS HIGH AS THE DOOR OPENING.-_••_ ~_ .." " `.cnicrt ula+nro�t_ mlw-ST ANCHOR INSTALLED CLOPAY DOES NOT SUPPLY .IAMB.A177ACRMENT F45,ENcRS. - "WmIgUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE. BLOvK: 2-1f2' EXCLUDING STUCCO TH±CKNESS, RAA4Z ,' lr14z5/8' SHEET METAL SCREWS ` y�GEIV _may 0 O *: No B3 8� o o0 v 2S 1/4"93/4 SELF' _ o � TAIPPI.NG SCREWS. A 9 - STA E OF . TIJ p <a 14 CA. ENO HINGES 18 GA. (MIN'.) INTERMEDIATE HING Qj4S�rpMA Ilo�`��•` DESIGN ENGINEER: SCOT HAM(LTON. P.E. 3 I 2" THICK E (2) 12 ,GA GALV. STEEL TOP ROLLER BRACKETS ,(2-1/2" X. 5-3/8.7), EACH BRACKET ATTACHED.W/(4) §14x5/8' S�3EET •METAL..SCREWS. ADJUSTABLE.SLIDE ATTACHED TO TOP BRACKET WITH (2) 1/4'xl/2' BOLTS AND. NUTS PER BRACKET. 14 GA LAIN. GALV. ROLLER HINGE-, EACH HINGE FASTENED TO END STILES W/(4) #14x5/6 SHEET METAL AND (2,) 1/47:x3/4 SELF TAPPING SCREWS, 'SEE ONE 4' T-STRUT PER SECTION. (SEE VIEW "D.) EACH T-STRUT ATTACHED AT EACH 1�HINGE LOCA170N MTH (2) 1/4"z3/4" SELF TAPPING SCREWS... L12 GA. MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) .-.74x5/8" SHEET METAL 'SCREWS. —ALUMINUM EXTRUSION & VINYL. WEATHERSTRIP. SECTION A -A (SIDE VIEWS SIGN LOADS +36 0 P.S.F. -& -42.0 P.S.F. ST' LOADS +54 0 -.S.F. & -63.D PS.F. tnkss Slnea cttie�,..x � g5B5 TOLERANCES ore ZClo p S/ 7 a i& R .0 �t.037 R"�4 FoNd: Cmycry ' Foir tJ GADD - 3.001J5 DESCRIPTION: 2" STEEL .0000 = t.001 DRAWN BY: SH_ Degrees it/2' CHECKED BY: SH E!_eSWOtter Lse - lslcws•rcE ire we cs. DWG. NO,: 104710-A/D LOGD3MA PlIFUIODMCIT ID e B VINDLDAD RATING A W6 DP36T W (SEE'TABLE FOR MODELS) SCALE: NTS . DWG. SHEET 3 OF 4 IS,2EB /ER: IBC DVAL 16107 I cI 'CLASSIC' RAISED -PANEL EMBOSS DOORS MODELS 24 GA 25 GA �25 GA 84 GA CLOPINY 84A, 94 73, 75. 76, 75L- 98: IDEAL 4RST 6RST 2RST •417 HOLMES. 48, 48B, 42, 42B -- _ SHORT L'DYG FLUSH UM TRACK CONFIGURATION ABOVE THE DOOR OPENINIG DOES NOT AFFECT -THE WIND LOAD RATING OF THIS DOOR, 2` TRACK CONFIGURATION ;:5 g H U V 3" TRACK CONFIGURATION DOORS 800 It AND OVER B •/ T r o ` HART`�i� u S2 No § f Z _ • * z '0 3 LS (S �� o STATE OF i LU .O' (V: A ID � DESIGN ENGINEER: SC'OTT HAMILTON, P.E. -' FLORIDA LICENSE No. 63266 4 3 2 'CAP.RiAGE HOUSE' RAISED PANEL EMBDSS. DOORS I SH°611 ' MODELS "25 GA 4 'OF 4I REV. N0. I ZONE: O. CLOPAY 'GALLERY' _ GD5S, LR5S L03 HOLHES 'ARTISTRY' ARSS REVISIONS ONE. HORIZONTAL TRACK, SUPPORT BY 00DR INSTALLER (TO�SUR) i-COOR lxiUMfR9ALANCE 5"SiL1 -- �1.4A!B�CQNFIGL(KA_T(QIJ ' DOOR - QLDRS UP TO 800 LESS e13 C.i CALV STEEL FLAG BRACKET ATTACHED TO 11EIG117 1'.. 1. 1' DOOR OVERLAP (EACH SIDE) JASta 1ltTH (3) 5j16- .X i s/8" LAG,, SCREa15' r STOP MOULDING er DOOR INSTALLER, (To SUIT).: -D TO TRACK WITH (2) ij4` RVETS. 7.-0 7 " - I ' 7 -8^ 2:6 SYP ri'000 JA1tB .SEE. - 16 .� GALV: STE_R ENO. STILE _O^ J, s *r REPARAT}0N NOW. :. 18. GA:-CALV STEEL'OOUBLE DO STILE. -AS ROD: SPACM HIE 14' O.C. 8'-6' 9 ' .. 20 G4. MIN, GALY. STEEL. WFERM, STILE. 18 GA GiLV. STEEL INTER. 9 =6 i 2-1/2` X 12 GA GktV. S+EEL.. j 1tINCE, FASTENED -TO CENTER. 63_ 2' CALV. STEEL TRACK, 10-0" 16 TRACK' BRACKETS FASTENED TO l -_ _ STILE Wj(s)' EACH ia'S TRACK THICKNESS: 0.083-. TO -6` 18 WOOD JAMBS WITH 5/6- K-1-5/8' ' /6r 17q LAG SCREWS -NOT TO EXCEED 14' _ -1 SHEET METAL SCREWS. 50' If'-6- 1.3 " ON-CEN7ER. MIN.. Of (9) LAG% 7/16" I.D. ROUND. 12 -0` 1 SCREWS REOUIRED PER JAMB. PUSH I.D. i2 -6 1a. ' 2' GALV STEEL. TRACK FASTENED TO. FASTENER. 3!i' TYP.'2-ij2' X 72 GA GALY: 13- " 74 -12 CA GA!V STEEL TRACK'@PACKETS 14 GA. GALV. STEEL ROLLER HINGES FASTEh�D To 'END STELES .W/(4) EACH �14:Sj8' STEEL TRACK BRACKETS. 13 -6" WITH EITHER (2). 1/4' DAL, RIVETS. CR SHEET METAL. SCREWS AND (2) i/;" SELF TAPPING SCREWS PER END HINGE. ATTACHED TO 8'L &7TH E 14'-0^ 16 (1) 1/4" X 5/8- SOLT Jr NUT .PER 2a" 5/i6' % 1-5/8'IAG SCREW PER 14'-G" 1 ' TRACK BRACKET. - 2'.DYL T-ij2' lOiaG;STE:e. 10, BALL STEEL RULER 1WTH STEEL OR NYLON TIRE. 'RACK ERACKET. i.`J_Q. SECTION .C-C -LHR BRACKET (2-7/2-.x 5-.3j4- i 12GA) PREPARATION CIF IAMBS' BY OTHERS ATTACHED, WITH !2) 1/4'.x 3/4' SELF TAPPING MOTE-, TRACK CONFIGURATION ABOVE THE DOOR OPENING�DOES NOT AFFECT THE WIND LOAD HATXG--OE THIS OWN. CENTER HANG .REQUIRED FOR I , DOORS OVER a' HIGH. - 3' GALV TAPERED STEEL TPACK ND-AfIGLE iR4CicIL _.It iH1CKN 55: 0.101 ANGLE THICYNE55: 0080% MdN ANGLE DIVENsftS 3-1/4 x 2-7/8 VERTICAi/FORIZON7AL ABACK 14" RIAXIMl1M SPADING .JUNCTION. TWO 1/4' BOLTS - FROM LAST MOU1IT1'NO 4t NUTS .FOR EACH TRACK. SLOT TO TRACK JUNCTON ADCITIONAL MOUNTING SLOTS ' SPACED AT 12" CENTERS. 45- ON CENTER JAM -DNF1 IRATI.N DOCRS BOO 'LM ANO OVER, SCREWS; NOTE-THATdLH$ BRACKETS ARE ALSO USED %171i.'DOUBLE END SnLE' AS SHOWN IN ZONE 8-3 .SHEET 7.- 170UBI:E TRACK' IOW HEAOT2tiOlA OPTION. (AVAIL. FOR BOTH 2' AND S TRACK) tr. . HORIZONTAL I' DOOR 64ERLAP (EACH SIDE) .� TRACK. 2.6� SYP WOOD JAMS. SEE ` STOP MOULDING- BY DOOR INSTALLER .(TO SUIT) - AL PREPARATION NOTE" 16 GA. GALV STEEL END STILE. 3S. "TRACK ? 8 ALV STEE D BY DOOR (TO SUIT). 3-1/4' K: 2-7/8" MUst. x 0.080' TAPERED ANGLE. SEE, LAG BEAT MOUNTING BELOW, 0.101' THICK 3 CALV STEEL TRACK FASTENED TO TAPERED ANCLE. TRACK ATTACHED TO TAPERED ANG_E •WITH ONE 1/4"x5/8" BOLT Yt NUT AT EACH MOUNTING SLAT. y,^ ONE. Y.' TR'&K BOLT"'AND NUT AT EACH PR ItoU."'O SLOT LOCATION. - DOOR VERTICAL 22" HEIGHT TRACK, LE!Q H 8'-0" '84- 9'-O^ 96 50' ONE 5/i6" i ,7-5/8" LAG SCREW SPACED AT THE SAME 10'-0. I DISTANCES AS THE TRACK COLTS (I£. 371/2 10', 22', 34', 1 -O i 7-1/2" 14'-D' 166. 46% ETC.). AD IfiDNAL CAC 'SCREWS LOCATE, AT i6% 26', 76 -0 TPA _ 40' FROM 60T70M, TWO LAG'SCREWS ALSO ,LOCATED ABOVE '79 VRTICAL/HORIZONTAL TRACK JUNCTION. 3 98�1/2LONG L OUBLE END ,STILE. GA Mw: GALV. STEEL INTERM, STILE. 15, CA. GA.V. STEEL. OTER, MNGE FASTENED TO CENTER -SDL£. W/(4) EACH..g14x5/8' " .D., 01ND'SHEET METAL SCREWS. NUT'NER.1STEEL.ROLLER HINGES FAST`NED TO END SEACH .�i .rsJs' :SHEET METALSCREWS A' SELF T,APANG, SCREWS PER Ef.* XJSGE. 3' DILONG.STEM @ALL BEARING STEEL ROLLER.. SECMA'TS_-C KANUFADTURIN'G F,'^IIE /C.T CODE U 1 s Stctee o1 r: i TOLERANCES ., .0 - t.03f udn .OU = t.015 F,WG. .500 = I-_Do5 Dodo t pot Degree's = x 1/2, � trd". SIOIrI'O(hewhi' OWENvcm ARE 4Y 4iCK'S. 2 FLORODA pi & -42.0 P.S.F. - .. : rwv-<r roa -63.0 P.S.F. PART HO.: N/A :lope . 8585 00k Bo Wlcid VINDLOAD RA15Z 1WAA. OR'45040 USA W D P 3.6 T Tel 1a 513-770-4353 z'.u:ts. CerWscy F r N2 513-7T0-a657 IPTION: 2' STEEL,,PAN :DOORS 16'219 (SEE TABLE FOR MODELS) BY:. SH DATE. TI/19/i- $CALEi 1A1T5 DWG. ED BY: SH DATE: 11/20/12 SHEET` 4 OF 4 ISIZE TO_: 104710-A%B I VER: IBC ODMC T APPROVAL 16107 IN ON