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HomeMy WebLinkAboutProduct Approval 2/7/2017 ) Florida Building Code Online Business & ProfessionalRegulation 1OW E - - BCIS Home Log In User Registration I Hot Topics I Submit Surcharge Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search Florida Product Approval USER:Public Userdlopr 8 � Product Approval Menu>Prl duct or Application Search>Application List>Application Detail I I OFFICE OF THE FL# FL16107-R9 Application Type Revision Code Version 2 114 Application Status Approved Comments Archived O 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 Represent Iative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category Exterior Doors Subcategory Sectional Exterior Door Assemblies i Compliance Method) Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report-Hardcopy Received Florida Engineer orl Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler O Validation Checklist-Hardcopy Received Certificate of Independence FL16107 R9 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R9 COI Statement on Independence of Evaluation Entity- ; ScottHamilton 120424.pdf i i Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 i ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://w".floridabLiiding.orgtpr/Pr_app dtl. spx?param=wGE\tXQwtDgvyf4ngAXh109aYpgetu2%2f5piPViHU22RIytcEPY2EAeAp/o3d%3d 1/5 I 2r7/2017 � � Florida Building Code Online Equivalence of Product Standardso f7 V- Certified By p, Sections from the Code 'o x� i Product Approval Method Method 1 Option D Date Submitted 10/14/2016 I Date Validated 10/20/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/14/2016 Summary of Products Go to Page Page 2/3 FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-lF471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD21_13, GR2LP,AR2SP, skin 27 ga. min.) Double-Car(97'to 167'wide) AR2LP, ED2SP, ED2LP,4302, HDGC, WINDCODE®W8 Garage Door with Optional Impact-Resistant 6202,MFC68,4305, HDGR, 6205, Utes SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104786-RevO4-sioned.Ddf 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 R9 AE CBPC 130214-A.Ddf 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 Utes SP200,SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 101526-A-Revl9-signed.Ddf 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 R9 AE CBPC 130214-A.Ddf 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 R9 II 101526-B-Revl9-sioned.Ddf 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 R9 AE CBPC 130214-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact 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,)� WINDCODE®W6 Garage Door with Optional Impact-Resistant 6RST, 6RSF,48,42, 55,48B,42B, Lites 55S,GD5S, GD5SV, GR5S, GR5SV, AR5S, ARSSV, EDSS, ED55V Limits of Use I Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 101348-A-Rev17-sianed.Ddf 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. Win,d Speed (V_ult): 170 MPH.Solid doors or FL16107 R9 AE CBPC 130214-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). i https://vuww.floridabuilding.org/pr/pr app dtl.i spx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5piPUHU22RIytcEPY2EAeA%3d%3d 215 I i 2/7/2017 Florida Building Code Online 16107.25 1 25 W6-09 PAN-21`153: 84A, 94, 73, Steel Pan (min. 5 gj.) Sir'gike Car(up(to 9.'01. i i„') 75, 1500, 190,4RST,4RSF,4F, WINDCODEO W6 Garage Door 6RST, 6RSF,48,42, 55,48B,42B, 55S,GD5S,GD5SV, GR5S,GR5SV, AR5S,AR5SV, EDSS, EDSSV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 101348-B-Rev 17-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/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130214-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. 16107.26 26 W6-09 PAN-21`156: 76, 76V, 2RST Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) i WINDCODEO W6 Garage Door Limits of Use i Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 101348-A-Rev17-sioned.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/-44 PSF Evaluation Reports Other:Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 130214-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.27 27 W6-09 PAN-2F156: 76, 76V, 2RST Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 R9 II 101348-B-Rev17-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: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130214-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. 16107.28 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) WINDCODEO 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:Yes FL16107 R9 II 104814-A-ReV00-sioned.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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH.Solid doors are FL16107 R9 AE CBPC 130423-A.odf 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)WINDCODEO 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: No FL16107 R9 II 104814-B-Rev00-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/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130423-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. 16107.30 30 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP,AR2SP, skin 27 ga. min.) Single-Car(up to 9'0"wide) WINDCODEO AR2LP, ED2SP, ED2LP,4302, HDGC, W6 Garage Door with Optional Impact-Resistant Utes 6202, MFC68,4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 103954-A-Rev05-sianed.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/-44 PSF Evaluation Reports Other:Max. Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 R9 AE CBPC 130423-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). i 16107.31 131 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior https://www.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5piPViHU22RIytcEPY2EAeA/.3d%3d 3/5 i 2/7/2017 Florida Building Code Online GR2SP, GD2LP, GR2LP AR2SP, skin 27 ga. min.) Single-Car up o 9'Q"ride)�WINDC OE AR2LP, ED2SP, ED2LP,4302, HDGC, W6 Garage Door # +� �Wy h 6202,MFC68,4305, HDGR, 6205, , ' i- SFR68, MFR68 Limits of Use Installation Instructions Y 4<< w• /� Approved for use in HVHZ: No FL16107 R9 II 103954-B-RevO5-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: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R9 AE CBPC 130423-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. 16107.32 32 W6-09 PAN-217443: 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 �I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 103488-A-Rev07-sianed.0df 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 R9 AE CBPC 130423-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). j 16107.33 33 W6-09 PAN-2F443: G4S, GS4, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GD4S,GR4S, G4SV, GS4V, GD4SV, skin 27 ga. min.) Single-Car(up to 9'0"wide) WINDCODE® GR4SV, E4S, ED4S, E4SV, ED4SV, W6 Garage Door SS4,AR4S, SS4V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 103488-B-Rev07-sianed.0df 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 R9 AE CBPC 130423-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. I 16107.34 34 W6-09 PAN-2F446: G4L, GL4, Gallery/Artistry/Expressions: Steel Pan (min.24 ga.)Single- GD4L, GR4L,G4LV,GL4V, GD4LV, Car(up to 9'0"wide) WINDCODE@ W6 Garage Door with GR4LV, E4L, ED4L, E4LV, ED4LV, SL4, Optional Impact-Resistant Lites AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 103488-A-Rev07-sianed.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/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R9 AE CBPC 130423-A.odf j doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). j 16107.35 35 W6-09 PAN-21`446: G4L, GL4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- GD4L, GR4L, G4LV,GL4V, GD4LV, Car(up to 9'0"wide) WINDCODE@ W6 Garage Door GR4LV, E4L, ED4L, E4LV, ED4LV,SL4, AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 103488-B-Rev07-sianed.Ddf 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 R9 AE CBPC 130423FL16107 R9 AE CBPC 130423-Aodf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.36 36 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 with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104790-A-RevO6odf 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 R9 AE CBPC 130423-Aodf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). i 16107.37 37 W6-16 PAN-2F443: GD4S,GR4S, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- https://www.floridablrilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgvyf4ngAXhlOgaYpgetu2%2f5piPViHU22RIytcEPY2EAeA%3d%3d 4/5 I 2l7/2017 Florida Building Code Online ED4S,AR45 Car(97'to 162"wlde ; I DCODE@ W.6�Garaqe-Do f W : .1 :IC.:. .,1� h� 4.'o-J\ 1 Limits of Use Installation Instructiong a Approved for use in HVHZ:No FL16107 R9 II 104790-B�R�v06iDtlf ( Approved for use outside HVHZ:Yes Verified By: Scott Hgtnilton�FL PE 632 6•it i Impact Resistant: No Created by Independent Tihird:Paty: Design Pressure:1+38 PSF/-42 PSF Evaluation Reports Other: Doors with'standard glazing meet the wind load FL16107 R9 AE CBPC 130423-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. i 16107.38 38 W6-16 PAN-217446: GD4L, GR4L, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4L,AR4L Car(97'to 162"wide)WINDCODE@ W6 Garage Door with Optional Impact-Resistant Utes Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104790-A-Rev06.Ddf 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 R9 AE CBPC 130423-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.39 39 W6-16 PAN-2F446: GD4L, GR4L, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED 4L,AR4LL Car(9'2"to 167'wide) WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R9 II 104790-B-Rev06.Ddf 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 R9 AE CBPC 130423-A.Ddf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.40 40 W8-09 DSIE-117471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior j GR2SP,GD21_13, GR2LP,AR2SP, skin 27 ga. min.) Single-Car(up to 9'0"wide) WINDCODE@ AR2LP, ED2SP, ED21_13,4302, HDGC, W8 Garage Door with Optional Impact-Resistant Utes 6202, MFC68,4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R9 II 104119-Rev04-sianed.Ddf 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 R9 AE CBPC 130423-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). Go to Page Page 2/3 Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: i low- 0 Credit Card ! Safe I I i I https:/Avww.floridabuilcing.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109aYpgetu2%2f5piPVHU22R[ytcEPY2EAeA%3d%3d 5/5 I I �" 4 3 111ir 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET, REVISIONS �. l-_'p'UODELS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 1 OF 4 REV. NO. ZONE: DATE: ECN NO. APPVO: DESCRIPTION �tri?a.F,y ., CLOPAY 04A,94 73. 75 76 CLOPAY - - ;,,IDEAL 4RST,4F- 6RST 2RST GDSS,GRSS ¢,. 'GALLERY' 17 2 11 13 SH REVISED FOR NEW LOADS. k}IDLMES 48.48B 42,42H HOLMES AR5S 'ARTISTRY' -- "' SHORT PANEL ILONG PANEL IDEAL MODEL 4F IS FLUSH 'CARRIAGE HOUSE' ED5S SHORT PANEL LONG PANEL D 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 8-B ON LONG PANEL MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DETAllS. INTERMEDIATE STILE BETWEEN EACH EMBOSS. EACH STANDARD INTERM. ' MAX. STANDARD SIZE IS STILE ATTACHED WITH TOG-L-LOC (TOP & BOTTOM) AND URETHANE 79-1/2"x16 IMPACT RESISTANT ADHESVE (ALONG CENTER). EXTRA INTERM. STILES (1) PER LONG PANEL DOOR HEIGHT t♦ U OF U-BARS GLAZING IS 21-5/8"x14-1/6`. PER SECTION, FIELD-INSTALLED WITH (4) �8 SMS (PER STILE). SECTIONS MAX OLO SIZE IS 18-1/2`xll", � UP TO 7'0' 4 6 A END STILES ATTACHED TO DOOR 7'3' TO 8'9' 5 8 - SKIN 'MTH PATENTED TOG-L-LOC 9'0' T❑ 10'6' 6 9 - SYSTEM (TOP, BOTTOM, & CENTER). ]0'9' Tp 12'3' 7 11 a y fs f ,y _A l2'6' TO 14'0' 8 l2 SEE END HINGE N C 14'3' TO IS'9' 9 14 e 16' NEW B. 0' 10 15 0 MAX SECTION HEIGHTS 21' 0 0 SEE INTERMED. HINGE eo VIEW C. SLIDE BOLT LOCK '- ENGAGES INTO v STIDLE. VERTICAL TRACK. ONE LOCK ON _cc EACH SIDE OF 17) 0 DOOR. THIS DOOR MEETS OR EXCEEDS THE DESIGN LOADS FOR THE ULTIUATE WIND SPEEDS LISTED BELOW ACCORDING TO THE FLORIDA =r— BUILDING CODE OR THE INTERNATIONAL BUILDING CODE(BASED ON 0 TWO POINT LOCKING INSIDE SLIDE BOLT ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED 0m INTO TRACK BUILDING,2) DOOR HAS 2'OF WIDTH IN BUILDING'S END ZONE.3) 51 SNAP LATCH ENGAGES IOCK OPTION, ENO ANY ROOF SLOPE,AND 4)TESTING IN ACCORDANCE WITH �. ONTO VERTICAL TRACK. STILE. ANSI/DASMA 108. SITE-SPECIFIC CALCULATIONS BY A Ol1AUFIED ONE SNAP LATCH ON B DESIGN PROFESSIONAL MAY DIFFER. EACH SIDE LA DOOR,? SPEED(MPH)ULTIMATE WIND ISS l60 170 ISO 195 IL --- -- OUTSIDE EXPOSURE HANDLE. LOCK BAR B,C,ITB,C. D B.C B.C IT OPTIONALOUTSIDE CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF I ENGAGES IN LOCK POSITION MAX. DOOR WIDTH =POSITION '-0"ION OPTIONAL VENT -{fl KEYED END TRACK ON MEAN ROOF HEIGHT 25, 15, 25, 15' 30• HANDLE. STILE. EACH SIDE f INSIDE ELEVATION INSIDE HANDLE OF DOOR. 'CLASSIC' SHORT RAISED-PANEL SHOWN. LONG'CLASSIC' OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE'ARE ALSO APPROVED. SNAP LATCH LOCK OPTION. LOCK BAR LOCKING. ri.��OEAfS�.%,y is *..% NO �✓:.*= M 14x5/8" SHEET MANUFACTURING PRODUCT CODE METAL SCREWSSHORT PANEL• PAN-21`153 LONG PANEL: PAN-21`156 DESI�f�6- TESTN LOADS:LOADS: +57A P.S.F. &&66.0 P.S.F.P.S.F. PART NO.: N/A A '9 STATE OF .�� 1/4"x3/4" SELF A A' •�/ TAPPING SCREWS UNea SloteO Oinxsve =■�f� P y 161nwn�OH 450W40 USA 1,,/v1NDLDan RATING O R l Q q�j��Q� 00 O TOLERANCES SO31e �P�/'OComay Tel.No. No.5.3-770-46503 W D P 3 8 NA"I�`,, O .DOD = 2.005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF _ 14 GA, END HINGES 18 GA. INTERMEDIATE HINGE DRAWN BY: MW DATE: 3/15/95 SCALE: NTS DESIGN ENGINEER: - NEW „� VIEW " ' DegOees = 31/2 - DWG. SCOTT HAMILTON, P.E. CHECKED BY: - .DATE: -- SHEET 1 OF 4 SIZE VI IeN Stoll Otner..ise FLORIDA LICENSE N0. 63286 DIMEHSONS ARE IN INOHTS.DWG. NO.: 101348 - A/B VER: IBC 4 3 2 FLORMA p ODMCCT AtA PPROVAL 16107 4 3 2 1 w41J1 SIL'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SKEET+ REVISIONS 2(0pI:LS 24 GA 25 GA 25 GA MODELS 25 GA 25 GA 2 OF 4 REV. NO.1 ZONE: DATE: ECN NO. APPVD: DESCRIPTION CLOPA 841,94 73,75 76 CLOPAY _Lf pL 4RST,4Fr bRST 2RST 'GALLERY' GDSS,GRSS -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. x••T HTTCNE6 48, 48B 42,428 -- HOLMES AR5S -- ,-,) SHORT PANEL ILUNG PANEL 'ARTISTRY' IDEAL . -MODEL 4F IS PLUSH 'CARRIAGE MOUSE' EDSS -- r10 SHORT PANEL LONG PANEL D art %`�� IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: ----•- "d SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8-ACYRLIG LITES AVAILABLE- OPTIONAL ACRYLIC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCITE CP APPROVED CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. IBC/F8C 2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FBC 2612. THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL BUILDING WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC). SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION) C DETAIL 'D' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FRAME IS NARROWER THAN D TAI IMPACT-RESISTANT FRAME. Las OPTIONAL DECORAIIVE 225 MULTIPURPOSE HIGH BOND TAPE SMAP—IN INSERT. (BETWEEN FRAME AND FACADE). DECORATIVE FRONT FACADE. i) CLAM NG '(� MOLDED INSIDE e.IesJ STRUCTURAL SILICONE SEALANT LITE RETAINER. (BETWEEN STEEL SKIN AND FRAME). (10 SC" PAN HEAD CREW 10 SCREWS PER LITE). IMPACT RESISTANT ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDE 2G FRLrXAN ONT (10) #8 a 3/4"PAN HEAD MACHINE SCREWS. pp FRAME 4,GLAZING. U IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS !`\ DRAWING 10134E-A DRAWING 101348-B - --- , �1 HAM/���ii - - - -- - - - '- - - ---- - --- - ----- ------- -- ----- - - -- ----- - --- ---- ---- --- - ---- �`%poPTO i \GEIVg -.•2' NO B3 MANUFACTURING,PRODUCT CODE *;• / :* SHORT'PANEL: PAN-2F153 ��1 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL• PAN-2F156 "O T ;7LI,/5�'� TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. PART NO.: N/A A A :� STATE F .LUG Udess Stotea Otnery za Clopay 8585 Duke Boutevord WINDLUAD RATING ~ :�T `Zw` TOLERANCES ara .....OH 4 040 USA 1 /I/ .0- t.031 B.MN P aM:ts CmV g Fac N.52-770-4853 V 1 V D P 3 8 to r�NA '�, .00= s.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DESIGN ENGINEER: De .005 gr� t�z DRAWN BY: MIN - DATE:3/15/95 SCALE: NTS DWG.R SCOTT HAMILTON, P.E. UN" srntm Otnuwse CHECKED BY: - DATE: -- .SHEET 2 OF a SIZE LJ FLORIDA LICENSE No- 63286 DIMENSIONS ME iN wCMEs.DWG. NO.: 101348 - A/B VER: IBC 4 3 2 U LORMA FRAODUCT AFFLPHOO d L161077 4 1 3 lir 2 11 'CLASSIC'RAISED PANEL EMBOSS DaORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS➢OERS SHEET, REVISIONS MODELS 24 'A 25 GA 25 GA MODELS 25 GA 25 GA 3 OF 4 REV. NO_ ZONE: DATE: ECN NO, APPVD: DESCRIPTION TZyPA4R! 84A,94 73,75 1 76 CLDPAY GD5S.GR5S v- IDEAL 4RST, 4Fx 6RS7 2RST 'GALLERY' -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. 'WMES 48. 48B 42,42H -- HG-14ES ARSS -- ^..:.'� �Y SHORT PANEL JLDNG PANEL 'ARTISTRY' -�...} IDEAL __ 3" TALL U-BAR v x -MODEL 4F IS FLUSH 'CARRIAGE HOUSE' EDSS F-2"THICK 20 GA. GALV. STEEL Dom! SHORT PANEL LONG PANEL I MIN. YEILD STRENGTH: 50 KSI p -� 3" �- '-7/8- ` VERTICAL JAMB ATTACHMENT !WOOD FRAME BUILDINGS): -T- _ 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. S' 12 GA, GALV. STEEL TOP VERTICAL JAMB ATTACHMENT (C-90 BLOCK OR 2.000 P51 MIN- CONCRETE COLUMN) ROLLER BRACKET. EACH: 3/8"x3" SLEEVE ANCHOR BOLTS ON 22" CENTERS (2,000 PSI MIN. CONCRETE). WASHERS BRACKET ATTACHED ff 14x5/B" SHEET METAL - INCLUDED WITH SLEEVE ANCHORS. SCREWS. OR 1/4"x3" TAPCON SCREWS ON 19" CENTERS (2,000 PSI MIN. CONCRETE) OR 10" CENTERS 25 GA. MIN. G-40 GALV. SHIP LAP JOINTS. (C-90 BLOCK). 1" O.D. WASHERS REQUIRED WITH TAPCONS. STEEL SKIN WITH A ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING BAKED-ON PRIMER AND SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. A BAKED-ON POLYESTER C TOP COAT APPLIED TO 14 GA. GALV. STEEL END HINGE C OTHER JAMB CONFIGURATIONS: REFER TO DASMA TDS-161. A LICENSED DESIGN BOTH SIDES OF STEEL FASTENED TO END STILES W/(4) EACH PROFESSIONAL MAY ALSO BE EMPLOYED TO APPROVE ALTERNATE FASTENERS AND/OR JAMB SKIN. #14x5/8" SHEET METAL SCREWS & (4) CONFIGURATIONS. 1/4" SELF TAPPING SCREWS. 0 PREPARATION OF JAMBS BY OTHERS NOTE: THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE BUILDING OR STRUCTURE AND 3" TALL x 20 GA. GALV. STEEL U-BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. 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. B B -�-.1 13 GA. GALV. STEEL BOTTOM BRACKET. I ATTACHED WITH (2) g144/8" SHEET METAL SCREWS ALUMINUM EXTRUSION &VINYL WEATHERSTRIP. 11111 - _ _- - --_-- <<�TS HAly��ll��i - - - -- - SECTION A A (SIDE VIEW - —_ SFT0` MANUFACTURING PRODUCT CODE *:: N 6 * SHORT PANEL• PAN-2F1S3 LONG PANEL: PAN-217156 DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. PART NO.: N A V '!2.1 �ti TEST LOADS: +57.0 P.S.F. & -66.0 P.S.F. / A '9'. STA E OF :�/� UNeis Stated OMe.,'ze Clopay 8585 Duke Boufemd VINWOAD RATING „ TOLERANCES are _ Te Ro.5134 4504 SA �e ii�Fss•........ ����� -0 t.031 0.364 RvduUs C4mpom/ Fax No.513-770-4853 YY 6 D P 3 8 o,��OryAL1E�p` _00 3.0005 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC+38/-44 PSF DESIGN ENGINEER: Degrees 0000 m t.00 DRAWN BY: MW DATE: 3/15/95 SCALE: NIS DWG.R I/TCHECKED BY: -- 1J DATE: - SHEET 3 OF 4 SIZE SCOTT HAMILTON. P.E. Ualm Staled,Othl-ila FLORIDA LICENSE No. 63286 DWENSIONS ARE IN WCHEs, DWG. NO.: 101348 - A/B VER: IBC 4 3 2 FLOO QM./k p OO DMC T A.WFIROMQL 161077 4 -- 4 3 2 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SHEET. REVISIONS MODELS 24 GA 25 GA I 25 GA MODELS 25 GA 25 GA 4 OF 4 REV. NO. ZONE: DATE: ECN N0. APPVD: DESCRIPTION CLOPAY 84A, 94 73. 7S 76 CLOPAY IDEAL 4RST, 4r. 6RST 2RST 'GALLERY' GDSS, GR5S 17 SEE REVISION HISTORY ON SHEET ONE. -- MOLMES 48,486 42,42B -- HOLMES ARSS -- ' ;. SHORT PANEL LONG PANEL 'ARTISTRY' x - MODEL 4F IS FLUSH 'CARRIAGE HOUSE' ED5S -- " SHORT PANEL LONG PANEL D f R 2- TRACK CONFIGURATION. DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION. �j - - HORIZONTAL TRACK 13 GA GALV.STEEL FLAG BRACKET ATTACHED TO DOOR SUPPORT BY DOOR F{ - JAMB WITH(3)5/16"X 1-5/8"LAG SCREWS HEIGHT `L` INSTALLER(TO SUIT). 19 -J AND TO TRACK WITH(2) 1/4"RVETS. 6'-6" 7 " -�--z r 7'-0" 7 _2x6 SYP W000 JAMB.SEE OPTIONAL STOP MOULDING BY INSTALLER(TO AIR). NO7E:TRACK CONflCURAIION 7'-6- JAMB PREPARATION NOTE'. C ABOVE THE DOOR OPENING DOES 0 AS ROD:SPACING NTE 30'O.C. rP�r'ST 1 xiay 16 GA GALV.STEEL END STILE. i,jNOT AFFECT THE WIND LOAD x 8-0 'RATING OF THIS DOOR. 8-6` " - g 62't4" 2"GALV. STEEL TRACK '-0'100" 2-1/2'X 12 GA GALV-STEEL TRACK THICKNESS: 0.68Y. u 10'-0`11 " TRACK BRACKETS FASTENED TO hh -1 O.-G 0'-6" 1 " WOOD JAMBS WITH 5/6`X 1-5/8- —7/16`I.D. ROUND 18 G0. GALV. STEEL CENTER HINGE csi 17'-0' 4" LAG SCREWS. PUSH NUT FASTENED TO INFER STILES W/(4)EACH i �• 11'-6"1 ` FASTENER (114x5/8"SHEET METAL SCREWS. T 36"t2" TYP. 2-1/2-X 12 CA GALV. 12'-0-136` C z STEEL TRACK BRACKETS, 12'-6"14 ' 14 GA.GALV-STEEL ROLLER HINGES FASTENED TO END STILES W/(4)EACH#14x5/8" C ATTACHED TO JAMB WITH (1) 3--0"1 SHEET METAL SCREWS AND(2) 1/4-SELF TAPPING SCREWS PER END HINGE. p 5/16'X 1-5/8 LAG SCREW PER 2"GALV.STEEL TRACK FASTENED TO TRACK BRACKET. 14'-0" 12 GA GALV STEEL TRACK BRACKETS WITH EITHER(2) 1/4-DIA.RIVETS OR 2"DVL.7-1/2-LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE. (1) 1/4"X 5/8"BOLT h NUT PER 1 1 TRACK BRACKET. SECTION C-C . .. .. 1 '-0"184" PREPARATION OF JAMBS BY OTHERS LHR BRACKET(2-1/2"x 5-3/4'x 12GA) ATTACHED WITH(2) 1/4"x 3/4"SELF TAPPING SCREWS 3` TRACK IS ALSO AVAILABLE, DOUBLE TRACK LOW HFA-GROOM OPTION OUBLE HORIZONTAL TRACK- p B B Op4��S HA ,�r,,,, --- -- - - - - — --- -- - - - - - - - ��� NSF'0jjj� JST�E-3,�;� - - MANUFACTURING PRODUCT CODE *:• SHORT PANEL: PAN-2F153 DESIGN LOADS: +38-0 P.S.F. & -44.0 P.S.F. LONG PANEL PAN-2F156 ' :¢ TEST LOADS: +57.0 P-S-F. & -66.0 P.S.F. PART NO.: N/A ^A O. .�1` Unless Stated Oma.�x _ 8565 Duke Bwlewrd VINDLOAD RATING „ Tn•,�� P �� TOLERANCES ae _rj'Qpay ULs4A.OH 4504D USA OR 10.��,`�� -0= t-031 8sd6Aq Products U.;.r Fw No.5 3 7IG--44853 VY 6 D P 3 8 i,,NNA j7�1�4� ..00 Loos DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF .0000= 1.001 DRAWN BY: MTV DATE: 3/15/95 SCALE: NITS I DWG. DESIGN ENGINEER: Degrees= i 1/2' CHECKED BY: -- DATE: -- SHEET 4 OF 4 ISIZEB SCOTT HAMILTON, P.E. Unless Staled Clh—iso FLORIDA LICENSE No. 63286 DWENSIONS ARE IN WCMEs.DWG. NO.: 101348 - A/B VER: IBC 4 3 2 GAL G 0DQ PRODUCT DUCTI APPROVAL 16107