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Home My WebLink AboutProduct Approval3/1/22, 11:30 AM Florida Building Code Online Professional ' BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links I Search i Florida m) Product Approval .USER: Public User 09 ��ee��,-,-ma�xx Product Approval Menu > Product or Application Search > Application List > Application Detail ® FL # FL16107-R14 FilSECRETARY �/v Application Type Revision 6Code Version 2020 9VO� f A9 0 R Application Status Approved tt��g� CODE COMPLIANCE Comments Si® L CIE COUNTY Archived CJ ®OCC Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email 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 O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Scott Hamilton Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2023 Validated By Gary Pfuehler M Validation Checklist - Hardcopy Received Certificate of Independence FL16107 R14 COI Certification of Independence of Validation Entity_ §aY._P.fuej_�Lp g FL16107 R14 COI Statement on Independence of Evaluation Entity_ ScottHamilton 120424.pdf Referenced Standard and Year (of Standard) 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 https:/twww.floridabuilding.org/pr/pi app_db.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2p/o2f5n8XnBD2%2fVo%2bsaor6yNnCLAp/o3dp/p3d 1/5 3/1/22, 11:30 AM Florida Building Code Online Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL16107 R14 Eauiv 20200812 - FBC - ASTM 1886-1996 egyjy,pd Sections from the Code Product Approval Method Method 1 Option D Date Submitted 02/16/2021 Date Validated 02/16/2021 Date Pending FBC Approval 02/22/2021 Date Approved 04/13/2021 Summary of Products Go to Page 0 0 16 Page 2/ 3 0 0 FL # Model, Number or Name Description 16107.21 21 W8-16 DSIE-IF471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, skin 27 ga. min.) Double -Car (9'2" to 16'2" wide) WINDCODE@ ED2SP, ED2LP, 4302, HDGC, 6202, W8 Garage Door with Optional Impact -Resistant Lites MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 104786-Rev06.p� 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 R14 AE CBPC 130214-A.pcif doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400, 4401, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4301, 4300, 4301, 4310, HDG, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ HDGL, HDGF, 66, 66G, 67, 67G, 68, W6 Garage Door with Optional Impact -Resistant Lites SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 101526-A-Rev22.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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult); 170 MPH. Solid doors or FL16107 R14 AE CBPC 130214-A.pd doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4400, 4401, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior 4300, 4301, 4310, HDG, HDGL, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® HDGF, 66, 66G, 67, 67G, 68, SP200, W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 101526-B-Rev22.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130214-A.pd requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F153: 84A, 94, 73, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 1500, 190, 4RST, 4RSF, 4F, 6RST, WINDCODE@ W6 Garage Door with Optional Impact -Resistant 6RSF, 48, 42, 55, 48B, 42B, 55S, Lites GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, EDSS, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 Rl'4 II 101348-A-Revl9.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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130214-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). hftps://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5n8XnBD2%2fVo%2bsaor6yNnCIA%3d%3d 2/5 3/1/22, 11:30 AM Florida Building Code Online 16107.25 25 W6-09 PAN-2F153: 84A, 94, 73, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 1500, 190, 4RST, 4RSF, 4F, 6RST, WINDCODE@ W6 Garage Door 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL16107 R14 II 101348-B-Rev19.pdf Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.26 26 W6-09 PAN-2F156: 76, 76V, 2RST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL16107 R14 II 301348-A-Rev19.pdf Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V ult): 170 MPH. Solid doors or 171,16107 R14 AE CBPC 130214-A.pft doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.27 27 W6-09 PAN-21`156: 76, 76V, 2RST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 101348-B-Rev19.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-1A171: 2050, 2051, Double -skin Insulated EPS(exterior skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, 65, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® 62G, 62LG, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 104814-A-RevOl.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: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors are FL16107 R14 AE CBPC 130423-A.pdf impact -resistant (large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050, 2051, Double -skin Insulated EPS(exterior skin 27 ga. min.; interior 2053, 4050, 4051, 4053, 62, 64, 65, skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ 62G, 621-G, 64G, SDP38, SFL38, W6 Garage Door SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 104814-B-Rev01.p_df 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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130423-A.p-df requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.30 30 W6-09 DSIE-1F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ ED2SP, ED2LP, 4302, HDGC, 6202, W6 Garage Door with Optional Impact -Resistant Lites MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL16107 R14 II 103954-A-Rev06.p_df Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130423-A.p� doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.31 131 W6-09 DSIE-1F471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior https://www.floridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlO9aYpgetu2°/a2f5n8XnBD2%2fVo%2bsaor6yNnC[A%3d%3d 3/5 3/1 /22, 11:30 AM Florida Building Code Online GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEQ ED2SP, ED2LP, 4302, HDGC, 6202, W6 Garage Door MFC68, 4305, HDGR, 6205, SFR68, M FR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 103954-B-Rev06.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.32 32 W6-09 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- GD4S, GR4S, G4SV, GS4V, GD4SV, Car (up to 9'0" wide) WINDCODE@ W6 Garage Door with GR4SV, E4S, ED4S, E4SV, ED4SV, Optional Impact -Resistant Lites SS4, AR4S, SS4V, AR4SV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 103488-A-RevlO.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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130423-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.33 33 W6-09 PAN-2F443: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- GD4S, GR4S, G4SV, GS4V, GD4SV, Car (up to 9'0" wide) WINDCODE@ W6 Garage Door GR4SV, E4S, ED4S, E4SV, ED4SV, SS4, AR4S, SS4V, AR4SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 103488-B-Rev10.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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130423-A.p_df requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.34 34 W6-09 PAN-2F446: G4L, GL4, Gallery/Artistry/Expressions // Bridgeport/Westport/Recessed: GD4L, GR4L, G4LV, GL4V, GD4LV, Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) GR4LV, E4L, ED4L, E4LV, ED4LV, SL4, WIN DCODEO W6 Garage Door with Optional Impact -Resistant AR4L, SL4V, AR4LV, BD4E, BR4E, Lites PR4E, RR4E, BD4N, BR4N, PR4N, RR4N, BD4EV, BR4EV, PR4EV, RR4EV, BD4NV, BR4NV, PR4NV, RR4NV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 103488-A-Rev10.p� 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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130423-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.35 35 W6-09 PAN-21`446: G4L, GL4, Gallery/Artistry/Expressions // Bridgeport/Westport/Recessed: GD4L, GR4L, G4LV, GL4V, GD4LV, Steel Pan (min. 24 ga.) Single -Car (up to 9'0" wide) GR4LV, E4L, ED4L, E4LV, ED4LV, SL4, WINDCODE@ W6 Garage Door AR4L, SL4V, AR4LV, BD4E, BR4E, PR4E, RR4E, BD4N, BR4N, PR4N, RR4N, BD4EV, BR4EV, PR4EV, RR4EV, BD4NV, BR4NV, PR4NV, RR4NV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 103488-B-Rev10.p� 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/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.36 36 W6-16 PAN-2F443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S, AR4S 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 R14 II 104790-A-Rev10.p_df 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 hftps:lAvm.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh10gaYpgetu2%2f5n8XnBD2%2fVo%2bsaor6yNnCIA%3d%3d 4/5 3/1/22, 11:30 AM Florida Building Code Online Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130423-A.pdf doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.37 37 W6-16 PAN-217443: GD4S, GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4S, AR4S Car (9'2" to 16'2" wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 104790-B-Rev10.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 Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R14 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.38 38 W6-16 PAN-2F446: GD4L, GR4L, Gallery/Artistry/Expressions // Bridgeport/Westport/Recessed: ED4L, AR4L, BD4E, BR4E, PR4E, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) RR4E, BD4N, BR4N, PR4N, RR4N WINDCODE@ W6 Garage Door with Optional Impact -Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL16107 R14 II 104790-A-Rev10.pdf 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 R14A_CBPC 130423-A.p!df doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). 16107.39 39 W6-16 PAN-21`446: GD4L, GR4L, Gallery/Artistry/Expressions // Bridgeport/Westport/Recessed: ED4L, AR4L, BD4E, BR4E, PR4E, Steel Pan (min. 24 ga.) Double -Car (9'2" to 16'2" wide) RR4E, BD4N, BR4N, PR4N, RR4N WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R14 II 104790-B-Rev10.p� 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 R14 AE CBPC 130423-A.p& requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.40 40 W8-09 DSIE-11`471: GD2SP, Double -skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODEQ ED2SP, ED2LP, 4302, HDGC, 6202, W8 Garage Door with Optional Impact -Resistant Lites MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R14 II 104119-Rev05.pd Approved for use outside HVHZ: Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: +54 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R14 AE CBPC 130423-A.p_df doors with optional impact -resistant glazing are impact- Created by Independent Third Party: No resistant (large missile impact). Go to Page 0 Back Next 0 0 Page 2/ 3 0 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 :: Aomslbllity Statement :: Refund State Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to 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 850.487.139S. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® ®® eOhFck Credit Card Safe https://www.floridabuilding.org/pr/pr app_ U.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5n8XnBD2%2fVo%2bsaor6yNnC[A%3d%3d 5/5 4 'CLASSIC' RAISED PANEL EMBOSS DD MODELS 24 GA 25 GA 2 CLGPAY 84A, 94 73, 75 MEAL 4RST, 4FRI 6RS7 HOLMES 4% 48B 42, 42B D SHORT PANEL LOW . - MODEL 4F IS FL DOOR HEIGHT SECTIONS D OF UP TO 7'0' - 4 7'3' TO 8'9' 5 9'0' TO 10'6' 6 10'9' TO 12'3' 7 12'6' TO 14'0' 8 C 14'3' TO 15'9' 9 Al .5 2 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET - MODELS 25'GA 25 GA 1 OF 4 REV. N0. ZONE: Di CLGPAY GRSS GDSS, 'GALLERY' / HOLMES AR5S -- 19 8/ 'ARTISTRY' IDEAL ED5S 'CARRIAGE HOUSE' REVISIONS REVISED ROLLER CALL -OUT, UPDATED TITLE BLOCK AND F SHORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS [(3) STILES PER SECTION AT 9'0" WIDE]. EACH INTERM. STILE OPTIONAL GLAZING MAY BE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE STANDARD OR IMPACT RESISTANT (ALONG CENTER). GLAZING. SEE SECTION B-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 19-1/2"x16'. IMPACT RESISTANT ADHESIVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL GLAZING IS 21-5/8"04-1/8". PER SECTION, FIELD -INSTALLED WITH (4) #8 SMS (PER STILE). MAX DLO SIZE IS 18-1/2"xtt", A END STILES ATTACHED TO DOOR SIGN WITH PATENTED TOG-L-LOC SYSTEM (TOP, BOTTOM, & CENTER). SEE END HINGE VIEW B. . o'. c_yr s✓ am /t >V fs x N 1111�11�111-11:II�II�IIIi�llll OPTIONAL LOCK POSITION OPTIONAL VENT D••• 'CLASSIC' SHORT RAISED -PANEL SHOWN. LONG 'CLASSIC' AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. —SEE INTERMED. HINGE VIEW C. \-TWO POINT LOCKING INTO TRACK SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SIDE VDOOR.OUTSIDE KEYED- STILE. HANDLE. INSIDE HANDLE OUTSIDE KEYED LOCK WfiH SNAP LATCH LOCK OPTION. WIND CHART 1im 190 SLIDE BOLT LOCK END ENGAGES INTO STILE VERTICAL TRACK. ONE LOCK ON EACH SIDE OF DOOR. INSIDE SLIDE BOLT LOCK OPTION, END STILE OUTSIDE B HANDLE. LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR. OUTSIDE KEYED LOCK WITH LOCK BAR LOCKING. so! yc; NO 83288 - �'� #14x5/6" SHEET UFACTURING PRODUCT CODE .* .� METAL SCREWS .SHORT PANEL* PAN-2F153 q>-1/4" DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F.LONG PANEL• PAN-2F756 LOADS: +57.0 P.S.F & -66.0 P.S.F PART NO.: N/A x3/4` SELF YINDLOAD RATING TAPPINGSCREWS C TOERANCESo� rj'Qna off4waa pH..,,!�Td. Na 5, ID-MW6 DP38 iO� , .000 a 5.005 CORPORAnO Fmt Na s13-no-1&53 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF 14 GA. END HINGES 18_GA:INTERMEDIATE HINGE OGOO = f.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NIS DWG.R DESIGN ENGINEERS VIEW •B" VIEW •C" Degrees = f I/Z CHECKED BY: -- DATE: -- SHEEr 1 OF 4 SIZE L SCOTI HA KENO , P.E. Ue4e. Smloa'w'l sa ORIDA LICENSE No. 63 86 mlelNsloNs u+E a mcHEs. DWG. NO.: 101348 - A/B VER: IBC. 4 3 1 4 'CLASSIC' RAISED PANEL EMBOSS DDORS MODELS 24 GA 125 GAI 25 GA IMORT PANEL ILONG PA ■ — MODEL 4F IS FLUSH C No 63286 A 9 STATE OF ENGINEER, IILTON, P.E. 4 3 RIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 25 GA 25 GA CLOPAY GD5S, GR5S -- GALLERY' HOLMES ARSS 'ARTISTRY' IDEAL ED5S -- MIAGE HOUSE' SHORT PANEL LONG PANEL m :ET, IREVISIONS 2 OF 4 REV. NO. I ZONE: I DATE: ECN NO: APPVD: DESCRIPTIOD 19 1 _ _ _ I _ I SEE REVISION HISTORY ON SHEET ONE. SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT -RESISTANT GLAZING ARE IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBONATE FRONT FRAME AND GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612., THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE AND IS LARGE- AND SMALL -MISSILE IMPACT RESISTANT. SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) DETAIL 'D OPTIONAL DECORATIVE P25 _ MULTIPURPOSE HIGH BOND TAPE FRAME AND FACADE). SNAP —IN INSERT. (BETWEEN DECORATIVE FRONT FACADE L muss— FF UMRAL SILICONE SEALANT (BETWEEN STEEL SKIN AND FRAME). IMPACT RESISTANT ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH MOLDED GE UDM (10) g8 x 3/4' PAN HEAD MACHINE SCREWS. SLX2432T FRONT FRAME do GLAZING. IMPACT -RESISTANT ASSEMBLY DETAILS DFIAVANG 10.1348-A 3 OPTIONAL DSB OR 1/8" ACYYLIC LTFES AVAILABLE. OPTIONAL ACRYLIC GLAZING IS PLASKOLITE OPTIX OR LUCRE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC 2606, THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B B (NON -IMPACT RESISTANT GLAZING OPTION) FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE NOTE THAT FRONT FRAME IS NARROWER THAN IMPACT —RESISTANT FRAME >ze A I, GLAZING MOLDED INSIDE LIFE RETAINER. #8x3/4" PAN HEAD SCREW (10 SCREWS PER LITE). 2 STANDARD ASSEMBLY DETAILS DFIAWING 101348-B SIGN LODLOADS:57.0 P.S.F. P.S.F. & 66 00 P.S.F. P.S.F. UnNse Stated Otherr k o�ayMTOLERANCESaro TI .0 - d:.031A ION R.00 t.015 ION: CLASS) 000 — d .DosY. MW .0000 - 3.001Degrees - tt/2' BY:le� Stated Oth—ieeMENSIONS ARE IN NCHES..: 101348 — 1 C PART NO.: N/A A S:Duke Boulevard VINDLOAD RATING ' "�70-4= W6 DP38 No. 513—TIO-4853 Na. 513-770-4653 AND CH RP STEEL PAN SC +38/-44 PSF DATE: 3/15/95 1 SCALE: NTS I DWG. D DATE: -- I SHEET 2 OF 4 ISIZE LJ /B VER: 1 0 Cy 0 A 4 1 3 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS MODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA CLDPAY 84A, 94 73, 75 76 CLOPAY GD5S, GR5S -- !DEAL 4RST, 4Fr 6RST 2RST 'GALLERY' HOLMES 40, 4B1 42, 428 -- 'ARTISTRY' ARSS SHORT PANEL LONG PANEL IDEAL 'CARRIAGE HOUSE' EDSS ■ - MODEL 4F IS FLUSH VERTICAL JAMB ATTACHMENT (WOOD FRAME 'BUILDINGS,: 3/8"x3' LAG SCREWS ON 24" CENTERS. 1-1/8" O.D. WASHER REQUIRED. LAG SCREWS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. VERTICAL JAMB ATTACHMENT (G a0 BLOCK OR 2 000 PSI' MIN CONCRETE COLUMN,; 3/8-0- SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS INCLUDED WITH SLEEVE ANCHORS. OR 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2.000 PSI MIN. CONCRETE) OR 10" CENTERS (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH,TAPCONS. ANCHORS'MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. OTHER JAMB CONFIGURATIONS: REFER TO DASMA TOS-161. A LICENSED DESIGN PROFESSIONAL MAY ALSOCBE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB CONFIGURATIONS. PREPARATION OF JAMBS BY OTHERS NDIE7 THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. DESIGN ENGINEER, SCOTT HAMILTON. P.E. 4 3 OF 4 2 REVISIONS REV. NO. ZONE: I DATE: I FUN NU. APPVD: DESCRIPTION REVISION HISTORY ON SHEET ONE . 3" TALL U—BAR F� 2" THICK 20' GA. GALV. STEEL I MIN. YEILD STRENGTH: 50 KSI Ld3"� 1-7/8" � T t2 GA. GALV. STEEL TOP ROLLER' BRACKET. EACH BRACKET ATTACHED'W/(4) 4x5/8" SHEET METAL EWS. 25 GA. MIN. G-40 'GALV. LAP JOINTS. STEEL SKIN WITH A BAKED —ON PRIMER AND LSHIP A 13AKED—ON POLYESTER 70P COAT APPLIED TO' 14 CA. GALV. STEEL END HINGE FASTENED T0. END STILES, W/(4) EACH BOTH SIDES OF STEEL SKIN. #14x5/8" SHEET,METAL SCREWS & (4) 1/4" SELF TAPPING SCREWS. 3' TALL x 20 GA. 'GALV. STEEL U-BARS IN A ,2-1-2-1 PATTERN (I.E. TWO U—BARS ON BOTTOM SECTION, ONE U-BAR ;ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH (2) 1/4"x3/4" SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) #145/8" SHEET METAL .ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. SECTION A —A (SIDE MEWL C 0 DESIGN LOADS: +38.0 P.S.F. & —44.0 P.S.&85a5 PART NO.: N/A A TEST LOADS: +5 .0 Unlace Stated OlftenAce TOLERANCE :S.. & —66.0 •P.S. . uke Boukdard H 45040 USA C�O�a TeL No. s13 no 48Do WWLOAD RATING \ _ / D P 3 8 0 t,031 .00 - d:.015 CORPORA 10 Fax No. 513-770-/853 1JV DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .000 a, t.005 DRAWN BY: May DATE: 3/75/95 SCALE: NTS DWG. .0000 m t.001 Degrm a t11/7 CHECKED BY' -- DATE: -- SHEET 3 OF 4 jW4r Unroee sorted othen<iee 0wvrvoNs u+E w iNCHfS. DWG. NO.: tOt348 — A/B VER: IBC 1 2 3 4 13-_[! 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS EETi MODELS 24 GA 25 GA - 25 GA MODELS 25 GA 25 GA 4 OF 4 REVISIONS CLOPAY 84A, 94 73, 75 76 CLOPAY REV. NO. ZONE: DATE: I ECN N0. APPVD: DESCRIPTION IDEAL 4RST, 4FX 6RST 2RSi 'GALLERY' GOSS, GRSS - 19 - - HOLMES 48, 48H 42, 42H -- HOLMES - - - SEE REVISION HISTORY ON SHEET ONE. SHORT PANEL LGNG PANEL ARSS 'ARTISTRY' -- D a - NODEL 4F IS FLUSH 'CARRIAGE HOUSE'- IDEAL HURT SHORT PANEL L(YiG PANEL D '2' TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM IAMB CONFIGURATION 13 GA GALV. STEEL RAG BRACKET ATTACHED TO JAMB WITH (3) 5/16° X 1-5 8' LAO SCREWS DOOR "L' HORIJ ONT B TRACK SUPPORT ORT BTO IN5TM, m AND TO TRACK WITH (2) 1/4` RIVETS, HEIGHT (TSUIT). MOTE'; TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES � IT AS ROD: SPACING NTE JO° O.C. - 2x6 SYP WOOD JAMB. SEE JAMB PREPARATION NOTE'.' PTIONAL STOP MOULDING BY INSTALLER (TO SUIT). NOT AFFECT THE WIND LOAD = 8 -20 - CA GALV. STEEL END STILE. RATING OF THIS DOOR _ 20 GA. MIN. GALV. STEEL INTERM. STILE. 62'd:4' 2° GALV. STI•FI. TRACK, _ u TRACK THICKNESS: 0.683°. 2-1/2' X 12 GA GALV. STEEL 0 _ 0 -6 TRACK BRACKETS FASTENED TO WOOD JAMBS WITH 5/6' X 1-5/8' —7/16" I.D. ROUND 18 GA. GALV. 36't2' LAG SCREWS. STEEL CENTER HINGE PUSH NUT FASTENED TO INTER. STILES W/(4) EACH C TYP, 2-1/2" X 12 GA GALV. 11 - FASTENER ®14x5/8' SHEET METAL SCREWS. Z STEEL TRACK BRACKETS, I-S. Lir �j ATTACHED TO JAMB WITH (1) 14 GA GALV. STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 0145/8' SHEEP METAL G' 5/16" % 1-5/8' LAO SCREW PER -6 2' GALV. STEEL TRACK FASTENED TO SCREWS AND (4) 1/4" SELF TAPPING SCREWS PER END HINGE TRACK BRACKET. 14-0 12 CA GALV STEEL TRACK BRACKETS -6. Lee WITH ETHER (2) 1/4" DTA. RIVETS OR - 2" DtA SHORT STEM, III BALL STEEL ROLLER WITH STEEL OR NYLON ORE. & NUT PER (1) 1/4" % 5/8" BTRACK -3-1/2" _ BRACKET. SECTION f 16 'PREPARATION OF JAMB_ BY OTHERS, - LHR BRACKET (2-1/2" x 5-3/4" x 12GA) 3" TRACK IS ALSO AVAILABLE- ATTACHED. WITH (2) 1/4" x 3/4' SERF TAPPING . SCREWS, DOUBLE TRACK LOW HEADROOM OPTION OUBLE HORIZONTAL TRACK. B _ B DESIGN ENGINEER, SCOTT HAMILTON. P.E. 4 I I i FV FACTURINC PRODUCT CODE Lf% SHORT PANEL: PAN-21`153 it " LONG PANEL-PAN-2F156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. TEST LOADS: +57.0 .P.S.R & -66.0 P.S.F. PART NO.: N/A Un%- Stated othc-. 8585 Duke Boutmard VINDLOAD RATING A TOLERANCES as clops MTeL�No.°s1H3 5M U A \./ .0 t.031 AORPORA55 Fox Na 513-770-4851 VV D P 3 8 A00 t 005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .0000 = f.001 DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DWG. R Degrees = tt/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 SIZE LJ DwEENSIONS ��ix-it . DWG. NO.: 101348 - A/B VER: IBC 3 2 1