Loading...
HomeMy WebLinkAboutProduct Approval y t �c tt�r Flofida Departmr�a BCIS Home ( Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications FBC Staff SCIS Site Map Links 1 Search ,US ines ati Fr eist Product Approval 0 S s, USER: Public User' Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail - tt FL# FL16107-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C 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 L : y. COP Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer [✓; Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler 9 Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL16107 R8 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 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products ----...... Page 2/ 3 Go to Page FL# Model,Number or Name Description 16107.21 21 WS-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga, min.) Double-Car (9'2"to 16'2"wide) AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODE@ WS Garage Door with Optional Impact-Resistant 6202, MFC68, 4305, HDGR, 6205, Lites SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104786-Rev04-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: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.odf 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) WINDCODEQ 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 R8 II 101526-A-Rev19-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 R8 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, HOG, HDGL, skin 27 ga. min.) Single-Car(up to 9'0"wide) WINDCODEQ 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 R8 II 101526-B-Revl9-signed.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 R8 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. 7 24 W6=09aPAN=2F.�1+53' 84fi, 94 73'`'St el 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 555, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16107 R8 II 101348-A-Revl7-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 R8 AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are Impact- Created by Independent Third Party: No resistant(large missile impact). 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, WINDCODEO W6 Garage Door 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Installation Instructions. Approved for use in HVHZ: No FL16107 R8 II 101348-B-Rev17-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 R8 AE CBPC 130214-A.pdf 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-2F156: 76, 76V, Steel Pan (min. 25 ga.) Single-Car (up to 9'0"wide) 2RST WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RB II 101348-A-Revl7-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: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 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, Steel Pan (min. 25 ga.) Single-Car(up to 9'0"wide) 2RST WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 101348-B-Rev17-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 R8 AE CBPC 130214-A.pdf 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 R8 II 104814-A-ReV00-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: +36 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors are FL16107 R8 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, 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 R8 II 104814-B-ReV00-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: +36 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 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-11`471: 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 Lites 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 103954-A-RevO5-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 R8 AE CBPC 130423-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.31 31 W6-09 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR25P, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODE@ AR2LP, ED2SP, ED2LP, 4302, HDGC, W6 Garage Door 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 103954-B-Rev05-signed.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 R8 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. 16107.32 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 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 103488-A-Rev07-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: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 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-21`443: 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 R8 II 103488-B-Rev07-signed.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 R8 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. 16107.34 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, Optional Impact-Resistant Lites SL4, AR4L, SL4V, AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 103488-A-RevO7-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: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 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-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 GR4LV, E4L, ED4L, E4LV, ED4LV, SL4, AR4L, SL4V, AR4LV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 103488-B-RevO7-signed.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 R8 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. 16107.36 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 Utes Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104790-A-Rev05-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 R8 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-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 + Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104790-B-RevO5-signed.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 R8 AE CBPC 130423-A.pdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No impact resistant requirement for windborne debris regions. 16107.38 38 W6-16 PAN-2F446: GD4L, GR4L, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4L, AR4L 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 R8 II 104790-A-RevO5-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: +38 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 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-21`446: GD4L, GR4L, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double- ED4L, AR4L Car (9'2"to 16'2"wide) WINDCODE®W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104790-B-Rev05-signed.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 R8 AE CBPC 130423-A.pdf 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-IF471: 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, W8 Garage Door with Optional Impact-Resistant Lites 6202, MFC68, 4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104119-Rev04-sianed.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: +54 PSF/-60 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130423-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large misssyille, impact). Go to Page VY 0 0 Page 2/ 34 0 Sack Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic 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: ® eClreck M SCCU I9t�•Al li'P I(if�1�C��Y� a 4 3 2 1 'CLASSIC'RAISEO`PANE1. EMBOSS DOORS 'CARRIAGE HOUSE-RAISED PANEL EMBOSS DOORS SHEET, REVISIONS MODELS 24.GA 25 GA 25..cA MODELS 25 GA 25 GA 1 OF 4 REV, N0, ZONE: DATE: ECN NO. APPVD: DESCRIPTION 'CLOPAY 84A,.94 73,75. 76 •CLOPAY IDEAL 4RST,4F. 6RST 2RST 'GALLERY' GDSS,GRSS -- 17 - 2/11/13 - SH REVISED:FOR NEMLOADS. f(OLMES 48,48B 42,42H -- HOLHES ARSS' SHDRT PANEL LONG PANEL 'ARTISTRY' -- - MODEL 4F IS FLUSH IDEAL EDSS -- D x 'CARRIAGE HOUSE' (� SHORT PANEL. LONG PANEL Q ;xjjORT PANEL/FLUSH MODELS: (1) INTERMEDIATE STILE BETWEEN EACH EMBOSS [(3) STILES PER SECTION AT 9'0"WIDE]. EACH INTERM. STILE OPTIONAL GLAZING MAYBE ATTACHED WITH TOC-L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE STANDARD OR 161PACT'RESISTANT (ALONG CENTER). GLAZING.'SEE SECTION B-B ON LONG PANFI. MODELS: (3) TOTAL STILES PER SECTION. (1) STANDARD, SHEET 2 FOR.DETAILS. INTERMEDIATE STILE BETWEEN EACH EMBOSS..EACH STANDARD INTERM. MAX. STANDARD S12E 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 DDDR HEIGHT N OF H.OF U-BARS GLAZING IS 21-5/8"x14-1/8". PER SECTION, FIELD-INSTALLED WITH (4) Q8 SMS (PER STILE). SECTIONS MAX:DLO SIZE IS 16-1/2"x11 , .UP TO 7'0' 4 6 _ A END STILES ATTACHED TO DOOR 73' TO 8'9' 5 8 _ - SKIN WITH PATENTED TOG-L-LOC 9'0' TO l0'fi' 6 9' -- - SYSTEM (TOP, BOTTOM, & CENTER), l0'9' TO 123' 7 Il SEE END HINGE 12'6' TO 14'0' B 12' N ' '� VIEW B. C 14'3' TO 15'9' 9 14 16'0" 10 15 - — - MAX SECTION HEIGHT: 21' o _ o SEE INTERMED. HINGE �o VIEW C. S 10 B U END EN ES II NVERTU RACK._ STILE. ONE L CK ON IIf1II�11 III EACH SIDE OF mo vel - DOOR. THIS.DOOR MEETS OR EXCEEDS THE,DESIGN LOADS FOR THE _ ULTIMATE WIND�SPEfOS,LI5TE0,BELOW ACCORDING TO THE FLORIDA BIt- UILDING CODE OR THE INTERNATIONAL BUILDING CODE`(BASEO ON TWO POINT LOCKING INSIDE SLIDE BOLT ASCEZ-70) FOR.THE FOLLOWING CONDITIONS: El 1)ENCLOSED 0= INTO TRACK SNAP LATCH ENGAGES LOCK OPTIOjg END BUILDING,2) DOOR HAS 2'OF WIDTH IN.BUILDING'S END ZONE.3) ANY ROOF SLOPE,AND-4)TESTING IN'ACCORDA14CE WITH ONTO VERTICAL TRACK. STILE. ANSI/DASIAA IOB.-SIZE-SPECIFIC,MCU3 LATIONS BY,A.OUALIFIE1ONE SNAP LATCH ON DESIGN PROFESSIONAL MAY DIFFER:, EACH SIDE OF DOOR. B ULTIMATE WIND 755 l60 170 d8D 195 _ B SPEED.(MPH) —_— OUTSIDE EXPOSURE HANDLE. ,LOCK BAR B, C,D B,C,'D B,'C B,C B A OUTSIDE ENGAGES IN L L4 CATEGORY OPTIONAL OUTSIDE KEYED LOCATION OF LOCK POSITION OPTIONAL VENT I KEYED-� 4TIDlE Q TRACK ON MEAN ROOF HEIGHT 25' 15' 25' is 30' HANDLE. I EACII SIDE MAX. DOOR WIDTH��a g'-p" I OF DOOR. 5JQF__�L.EYGITLON INSIDE HANDLE 'CLASSIC' SHORT RAISED-PANEL SHOWN, L014G 'CLASSIC' OLITgIOF KEYED LOCK WRH OUTSIDE KEYED LOCK WITH AND SHORT 'CARRIAGE HOUSE' ARE ALSO APPROVED. SNAP LATCH LOCK OPTION LOCK BAR LOCKING. 0�gTT HA rArrr, #I4x5/8" SHEET NO•.63 6 *' MANUfACTUR[NG PRODUCT CODE METAL SCREWS SHORT PANEL: PAN-21`153 �� .�� � DESIGN LOADS: -138.0 P.S:F..& -44.0 P.S.F. LONG PANEL: PAN-21`756 A• %� STATE'O� �� o PART NO.: N A TEST LOADS: t57 0 P.S.F. & -66.0 P.S:F. / 1/4".0/4" SELF unle50 Slotod omc,wso A i.n'• [ P,.'2 Oo TAPPING SCREWS O TOLERANCES ars rilQ a 85&5 D011e 5040 rd WINDLOAD RATING Moson,-0fl 45040 USA P y 11100.112 513-770-h1OD W6 D P 3 8 .0= 3.031 Bw5nj P(4du:Is ca.,a y Fax N4.513=770-4853 rr�rrONA i ���, o .00= ±.O is DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF _ 14 CA, EMD HINGES -18 GA. INTERMEDIATE HINGE .GOD 3.005 DRAWN BY: PAI•! DATE: 3/15/95 SCALE: NTS 0000 = t.001 DWG.DESIGN ENGINEER: vlFw "R v1Fw "C" Deg(ecs = xi/2' CHECKED BY: -- DATE: -- SHEET 1 OF 4 SIZE SCOTT HhMILTON,'P;E• Unlo Sluled Olher ' FLORIDA LICENSE.:No. 63286 DIMENSIONS RE IN INCHES.DWG. NO.: 101348 - A/B VER: IBC 4 3 2 FL CRJ13A p DDUC7 APPROO WAL 16107 1 f 4 3 412 1 'CLASSIC'RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'RAISED PANEL EMBOSS DOORS SIIEET� REVISIONS MODELS 24 GA 25 GA' 25.GA MODELS 25 GA 25 GA 2 OF 4 REV. NO. ZONE: DAM ECN NO. DESCRIPTION GLOPPY RST,94 73, 75 76 CLllPAY GD5S.'GR5S -- 17 - - - - SEE REVISION HISTORY ON SHEET ONE. -IDEAL 4RST„4ir "6RST '2RST 'GALLERY' IIDLMES 48,40B 42,426 -- HOLMES AR5S -- SHORT PANEL I LONG PANEL 'ARTISTRY' IDEAL EDSS D . -MODEL 4F IS FLUSH 'CARR IAGE•HOUSE' -- D SHORT PANEL LONG PANEL IMPACT—RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION: SOLID DOORS(NO GLA7,ING) OR DOORS WITH'OPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL DSB OR 1/8"'ACYRUC 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/FBC.2606 AND AN APPROVEO.CI 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'COOE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT'RESISTANT REQUIREMENT FOR WINDBORNE DEBRIS CODE'AND I5'LARGE- AND SMALL-MISSILE IMPACT RESISTANF. REGIONS (REF. CHAPTER 16 FBC/IBC). i SECTION. B=B `(IMPACT—RESISTANT GLAZING -OPTION) SECTION B—B (NON—IMPACT RESISTANT GLAZING OPTION), C DETAIL '0' C FRONT FRAME WITH U.V. COATING ON OUTSIDE SURFACE, NOTE THAT FRONT FRAME IS NARROWER THAN TAI IMPACT-RESISTANT FRAME. las OPTIONAL DECORATIVE 225 MULTIPURPOSE NIGH BOND TAPE SNAP-IN INSERT. (BETWEEN FRAME AND FACADE). - DECORATIVE FRONT FACADE. L n GLAZING MOLDED INSIDE d.IeD LITE RETAINER. STRUCTURAL SILICONE SEALANT #8x3/4"PAN HEAD.SCREW (DMWEEN STEEL SKIN AND FRAME). (10 SCREWS PER LITE). IMPACT RESISTANT 'ONE—PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH B MOLDED GE FRONAN LEX (10) #a x 3/4'PAN HEAD MACHINE-SCREWS. FRAME&GLAZING. IMPACT—RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 101348-A DRAWING 101348-13 ;�...Elv %S�.,ti �. NO 63 MANUFACTURING PRODUCT CODE SHORT PANEL:PAN-2F153, DESIGN LOADS: +38.0 P.S.F. & -44.0 P.S.F. LONG PANEL: PAN-21`156 TEST LOADS: 1.57,0 P.S.F. & -66.0 P.S.F. PART NO.! N/A UMcse.St I d Otho wSa 8585 Duke BOVIe"rd VINDLOAD RATING :i F cC O R 1 TOLERANCES.e, ��opay Meson,Oli 45090 USA Td.Do.513-770-4800 W 6 D P 3,8 .p= t.p31a @ildlnq Pradecls Can➢arry Fox Nm 513-770-4853 If'1111"1110 NA;E?.1% .Oo= 1.015 DESCRIPTION: CLASSIC AND CH RP STEEL PAN SC +38/-44 PSF DDD= t.005 DESIGN ENGINEER: .0, = t.001 DRAWN BY: MW' DATE: 3/15/95 SCALE: NTS DWI Dasrees t 1/2' CHECKED BY: -- DATE: -- SHEET '2 OF 4 SIZE L SCOTT HAMILTON, P.E. Unless Stetce oma�wlsa FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN WOMTs:DWG. NO.: 101348 - A/B I VER: IBC 4 3 2 FLOORMA p OOMOT LaPPROWAL 16107