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HomeMy WebLinkAboutProduct Approval Approved for use in HVHZ:Yes FL16107 R8 II 104753-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 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.6 06 W6-16 PAN-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48,48B, 4F, 4RST WINDCODEO W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104753-B-Rev02-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/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-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. 16107.7 07 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 WINDCODEO 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 R8 II 104751-A-Rev02-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/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 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 WINDCODEO W6 67, 67G, 68, SP200, SF200, SE200, Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104751-B-Rev02-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 121212-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. 16107.9 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 WINDCODEO W6 7200, 7201, 7203, 8200, 8201, 8203 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104777-A-Rev02-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 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.10 10 W6-18 DSIU-11`171: 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 WINDCODEO W6 7200, 7201, 7203, 8200, 8201, 8203 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104777-B-Rev02-sicined.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party:-N&--__, Design Pressure: +38 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazin P18T - requirements o co e but DO NOT meet the Created by Independent Third Party: No im ant requirement for windborne debris regions. 16107.11 11 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, 4RST, 6RST, WINDCODEO W6 Garage Door with Optional Impact-Resistant GD5S, GRSS, AR5S, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104761-A-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: +36 PSF/-42 PSF Evaluation Reports ax. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). • 16107.12 12 W6-18 PAN-2F153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(16'4"to 18'2"wide) 94, 42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GD5S, GR5S, ARSS, ED5S Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104761-B-Rev04-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: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-A.odf 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-21`143: 84A, 94, 98, Steel Pan (min. 24 ga.) 16'4"to 18'2"wide WINDCODEO W7 48,48B, 4F, 4RST Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104762-Rev02-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: +41 PSF/-46 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.14 14 W8-16 DSIE-1F171: HDG, HDGL, Double-skin Insulated (exterior skin 27 ga. min.; interior skin 4300, 4310, 4301, 66, 66G, 67, 67G, 27 ga. min.) Double Car(9'2"to 16'2"wide) WINDCODEO W8 68, 6200, 6201, 6203, SP200, Garage Door with Optional Impact-Resistant Lites SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104736-Rev03-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: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.15 15 W8-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double Car(9'2"to 16'2"wide) 48, 48B, 4F, 4RST WINDCODEO W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104754-Rev02-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: +46 PSF/-50 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.ndf 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, Double-skin Insulated (exterior skin 27 ga, min.; interior skin HDGF, 4300, 4310, 4301, 66, 66G, 27 ga. min.) Double Car(16'4"to 18'2"wide) WINDCODEO 67, 67G, 68, 6200, 6201, 6203, W8 Garage Door with Optional Impact-Resistant Lites SP200, SF200, SE200 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 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 (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 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(97'to 167'wide) 7200, 7201, 7203, 8200, 8201, 8203 WINDCODEO W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104778-Rev03-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/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). If FLORkOAXOPAMMONTOP Business • Professional I r 1 ' - ■iiiB�YyiiYii ':� - - i�iYfii?siiiiiiil Florida Department! BCIS Home I Log In I User Registration I Hot Topic I Submit Surcharge I Stats&Facts I Publications FBC Staff I BCIS Site Map I Links I Search I Busines Professi �I *USER:product Approval Public User Regulation Product AoorovaI Menu>Product or ADDllcation Search>Application List>Application Detail • • FL# FL16107-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J 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 !�J 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 Z Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity- Gary Pfuehler.Ddf FL16107 R8 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.Ddf 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 Go to Page Page 1/3 FL# Model,Number or Name Description 16107.1 01 W6-16 DSIE-11`171: 4300, 4301, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4310, HDG, HDGL, HDGF, 66, 66G, skin 27 ga. min.) Double-Car(9'2"to 16'2" wide) 67, 67G, 68, SP200, SF200, SE200, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104724-A-Rev03-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/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.2 02 W6-16 DSIE-11`171: 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, WINDCODEO W6 Garage Door 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104724-B-Rev03-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 121212-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. 16107.3 03 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, WINDCODEO W6 Garage Door with Optional Impact-Resistant GDSS, GRSS,ARSS, EDSS Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104710-A-Rev03-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: +36 PSF/-42 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.4 04 W6-16 PAN-21`153: 73, 75, 84A, Steel Pan (min. 25 ga.) Double-Car(9'2"to 16'2"wide) 94,42, 48, 42B, 48B, 4RST, 6RST, WINDCODEO W6 Garage Door GDSS, GRSS, ARSS, EDSS Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104710-B-ReVO-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: +36 PSF/-42 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 121212-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. 16107.5 05 W6-16 PAN-2F143: 84A, 94, 98, Steel Pan (min. 24 ga.) Double-Car(9'2"to 16'2"wide) 48, 48B, 4F, 4RST WINDCODEO W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions 16107,18 18 W8-18 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 187"wide WINDCODEO W8 > 7200, 7201, 7203, 8200, 8201, 8203 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104779-Rev02-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 (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 121212-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.19 19 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(97"to 16'2"wide) AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODEO W6 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 104785-A-Rev03-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/-42 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). 16107.20 20 W6-16 DSIE-1F471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga, min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(97"to 167"wide) AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODEO W6 Garage Door 6202, MFC68,4305, HDGR, 6205, SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 104785-B-Rev03-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 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. Go to Page Page 1/3 Back Next Contact Us:: 1940 North Monroe Street,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 emaiis 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: ®® R M sccuritYlu-rR1f_V 'CLASSIC' RAISED PANEL EIJBDSS DOORS CARRIAGE HOUSE' RAISF,O PANEL EMP,OSS DOORS REVISIONS I MODELS _2n CA 25 GA 24 GA hFJDELS 2a GA 1 OF 4 REV. NO. ZONE: DAT.E: ECM NO. PPVD:ADESCRIPTION k JCL FTPAY 84A._9, 73, 75 �i8 CLO'AY 'GALLERY' GD3S. GRAS 04 - I /19/1 - ^„SH I P.Ev35E0 s-mIT PATTERPI, SD-FAL —•SRF-C ISR-0. 4(- FIiJLitES 'ARTISTRY' f:f'e5S -,�,-- _,......Y ..._ F;(}L;,ES 46, 40 42, S2B - !DEAL 'CARRIAGE rfOUSE' ED5S SHORT PANEL FLUSH SNORT PANEL OPTIONAL GLAZING MAY BE STANDARD OR DA IMPACT RESISTANT GLAZING, SEE SECTION B-B ONE INTERMEDIATE STILE BETWEEN: EACH l/ r ON SHEET TWO FOR DETAILS. (G!A71NG SHOLMN EMBOSS LOCATION. ATTACHED W/ IN INTERMEDIATE SECTION.) TOS L LOC (TOP & BTL)AND UREIFW;IE ADiiE_ (ALONG C°, ,NI R) GLAZING SHOWN h: TOP SECTION, CP .,fl i. ;% , f �1_.."..-.. t.,..-.__...._._� ll£YI "8- (SEE SHEET THREE). ! / / _ � ; ��1 �.��I�/ •r .._ - I. - z,W -^--VIEW "C" (SEE,SHEET THREE), J c �� 16 G A. END SPLES ATTACHED TO_.. _.._.... .. .EE ......,�.,.,..,.. 0 R SKW t7TN PATENTED -OO .C :I TCG-•L-.LOC SYSTEM (TOP. BOTTOMa &V.TCENTER). ATTACHED TO TOP ANDBOTTOM RAIL LtlITH PATENTED TOG-L-LOC SYSTEM. TWO POINT LOCKING { {!+ INTO TRACK, - - .... �... 7 OPT10`'Al OUtSIOE KEYED LOCK €�OSCTIONI�`2) LHR TOP BRACKETS' USED AS ,....._..-.._...._.__._. A.A.x. IYJOR WIUYH i8"-2-----__..___ + ti)3 V4 ROLLER BRACKET. I:N�I �t'+ ti) 3-IN ROLLER CAP.RIER (PJ'N _DE fl-EVAN.^.,NS 0120.394) USED WITH 3-TRACK, SNAP LATCH ENGA.CES LOCATION OF OPPONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE, ONTO VERTICAL TRACK. END SECT IONS FOF NE SNAP FA?CH CN5TILE. UP T130 7. • 4 SLIDE. BOLT LOCK -AGN SIDE G� DOOR. S E�tD- 'ENGAGE INTO a 5TILE. VERT I^,AL TRACK. OUTSIDE 9'7 TO 10'G 6 ) I ONE LOCK ON HARTX E IO'9• TL 12'3' 7 I EACH SIDE OF OUTSIDE LOCI BAR 12'6' TO 14.0' "__...._8_._..� DOOR. v I ENL: ENGAGES IN KEYED STILE TRACK ON TO 15"), 9 HANDLE. I EACH SID£ 'CJ,.,____.;.___..... 10 OF DOOR. ax SFCTFON F.1C,aT: 2F' �-SL.p�GLT INSIDE HANDLE THIS DOOR MEE1S OR EXCEEDS 1HE DESIGN LOADS Ft1R TLE LGGK O,TFCi�, T € f- K�'fEd I ; •• I / IOUCTSK IDE,�RKj4LY USNhTFfIND 5:££t5 157EJ GELC! CGN TO THE fLORIDA :K WITH PFiLDINS CO I!A%--D ON SNAP OOPTION TfllFA1LDNG CODE OR THE VTERNATIONA ,iTHAt1ASC 10) FOPTJLENCLOSED A4140 % NGORWtS 2 �-YEOTREXIIGINGS FhD0N£. Sl O K WITH ANY ROOF SLOPE,AND 4) TESTING IN AC^ORDi1NCE VATH `,� 5• �.� SF•.•? 'AN$ijNSuA 108 9Tc.-SPECIFIC Cra.CkRAT€ONS Pr A OUHD'IED GESGN PROFE551010,1-MAY DIFFER. No 63280 : " __ _ __. .._ mTNt F1 FAC7URR:'u PRCDuC, CODE. LL7WATE WIND ,� y0 170 in0 9S I PAN 2F I I 1 DES?GN LOADS: +35.0 P.S.F. & -42.0 P.S.F. C - , ._ fES1 lUA'S; }84.0 P S.., d: -fi.,,0 P S,_F. f 's Li /✓� ;G: r 3 PRF NO.: N/A txnds;�rzE w j A STAT F C 44P� CAd£i3QI:Y '$•`-•D S.C,D 3,C a C B 8„3�DaWt Scdesrrd VINDLDAD RATINu u��rsv dol +e �0'n• S P:��� ._ .. TOLERMICE� E !�CIU�Ia man'. OH 45040 0`•A E 1// -3 i(C O A 1 •' �� .4 X4 REO: F;EIGIIT c5' I:i 75 " ..a0..,.•.P i_ Te i 77'J-C3e ,,,j t �.) 'i�SS •�G,�� .O 1031 I&ei+�iPray<is.,o.•r;caT a Ne �i- 770-{al 1 vv v .`_ SNA i "'Lo I .DUG t.CCS LDF C,'RIFTION: .2" STEEL PAN DOORS 18'2 (SFE TABLE FOR LippELS) �ll Ut _._,......_..T -_ Tl SIGN E J�iN ER= CCOC a `-.CGI [DF 11W 0Y; SH GATE: �$C.,_A_I.�E: NTS DWG. 'SCOTT HA!d:F�ON, P.F,. Jcgrcca tt/F C';£CKED-HY: S.y..__- DATE: 12/8/12 1SH£E.F I OF < FSITE- Oa<zz S1eEed Oa.rr.se - -.....-'-` FI,ORi.,A LIGFNS`= Nn. 6328E _ ..., / ..�.____.�_...- .-..-.-„^._,_.. CINrwS^N^ARE a+;.N.,tis,DWG. NO.: 1C47E' P 8 1`JER: IBC 4 3 FLOFRODD� PHj 0 DD UOTT AFP 9, 0VAkL 105,1 4 'CLASSIC' RAISED PANEL-£MITDSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DODRS SHEET. REVISIONS MODELS. 24 GA 25 GA 24 GA HDDF:f:S 2S,GA 2 F 4REV. N0. ZONE- DATE: T ECR NOT, DESCRIPTION -. CLOPAY 84A,94 73,75" 96 CLOPAY 'GALLERY' BOSS, GR'SS, SEE Rz.VISION HISIORY ON Si4FET ONE. IDEAL +RST 6RST 4F NDLMES 'ART[STP.Y' ARSS. HOLMES 4E:, 430 a2,.420 -- IDEAL 'CAROIGC HDUSE' EMS SHIRT PANEL FLUSH SHORT PANEL IMPACT-RESISTANT CONSTRUCTION: STANDARD ASSFMB Y -,,ON$TRl1CTtQL SOLID DOORS(NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT'GLAZING ARE OPTIONAL DSB OR i/8"A+YRLIC LITES AVAILABLE. OPTIONAL ACRYVC GLAZING IS IMPACT-RESISTANT. OPTIONAL INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND PLASKOLITE OPTIX OR LUCiTE CP APPROYEO CC2 PLASTIC IN ACCORDANCE WITH IBC/FBC GLAZING IS GE LEXAN SLX2432T•AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606. 1130/FPC 21506 AND AN APPROVED CI PLASTIC IN ACCORDANCE WITH FIK 2612, THE ENTIRE, DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE 1HE ENTIRE ODOR ASSEMBLY INSTALLED IN COMPLIANCE%WTH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE OR INTERNATIONAL.BUILDING WAND 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 (FIEF. CHAPTER 16 FBC/EEC). SE CTION 6--B (IMPA-,T--RESISTANT GLAZING OPTION) SECTION 8-B NON-IMPACT RESISTANT ULAZjNQC�PTt N) 7'� D£iAiL'G L FRONT FRAME WITH U.V• COATING ON OUTSIDE SURFACE. NOTE THAT FRONT FFWME IS NAPAOWER THAN PLTA4L 'D',--• ` �IMPACT-RESISTANT FRAME. i-125 OPTIONAL IIiV / UN?OSf_WGII 0(1140 TME SNAP-tNINSERi. (emtEEN FPAMr AND FA:RL). ECORAtrFFRONT FACADE. � t= 1I Vll - _ E MOLDED INSIDE !{ / ---STRUCTURAL S:LICOIrE SEwsLITE RETAVER. 10 N7 014" PAN BEAD SCREW J [[[ (6ETW£EN STEEL SKIN A,NQ FRAME). i (7O SCREWS PER LITE). IMPACT RESISTANT i•"" ONE-PIECE I.NJEC7*N L-POLYSMIENE RL1AiNER FASTENED TO FRAME WITH MOLDED GE LEXAN (10)g'8 x 3/4'PAN HEAD MACHINE.SCREWS. SLX2432T FRCNT FRAME CLAZINC. i I IMPACT-RESISTANT ASSEN4BLY DETAILS STANDARD ASSEMBLY DETAILS DRAWING 104761-A DMVWIAG 104761-5 0IIIII lilt,, ... ...... [ , aAh�RTNG PROTN.ICT COTTF. C*1 N � PAN-2FI53 DESIGN LOADS. 436,0 P.S.F. & -42.0 A!. ��.n'•.nS`T TE T OAF •��`�' amase$i ea O n�nnlrs.:e �:. Pc TESTLOAD +54.0 P,,F* & -610 I Slcson, ? VO. N/AM_ C�OpBy 8 nS Duke ft.k.ad VINDLOAD RATIN�E, 0 4 5040 U5ATOLERANCES l T Na 513-770-48,03 s :`.I O '1�f 3.10 V O.� 1)� � _ ±.031 FuIii� d,:l: Proaln,-y _ ..ax No. N 5tJ-770-a1s1 _ _- �4f���NALE���` .00 -- 1.015 DESCRIPTION: 2' STEEL-PAN DGORS 16'2 (SEE TABLE FOR MODELS) Ili SIGN CtJG1NF:.'i�f: Deg°s u ii�j DRN N BY: SH DATE: 11/6/12 SCALE: NTS DYIG. SCOTT ttAMILTON. P F. CHECKED BY: SH OATS: tT/6/i'LjSHEET ?GP 4 SIZE SCOTT MILTON. ;Jo. 6;785 .7.?/F4'ONS ARF.IN CJU F:S.iii YrG. ND.: 704761- 13 VER:LDC; 'CLASSIC' RAISED PANEL MOSS DOORS CARRIAGE HOUSE' RAISED.PANEL EN OSS DOORS SHEET- - 2 REVISIONS 1 _:.:.... MODELS 24 GA 25 GA 24 GA MODELS 25 GA 3 OF 4' RE'?. tJO, ZONE: DATE: ECN Nfl: 4PPVD: DESCRIPTION CLOPAY 84A, 94 73, 75 98 CLOPAY 'GALL€RY' GDSS, GRIM 04 ^ _ - - - SEE REVISION HISTORY ON SHEET ONE. IDEAL -9RSY---64 ST 4f - _ NOLNES 'ARTISTRY' ARSS HOLMES 46, 480 142. 42B IDEAL -CARRIAGE HOUSE' Fins D SHORT PANEL FWSH S4URT PANEL -( 1--2-THICK n D D HURIZONTAl,(TOP)JAV8 JAMB To SUPPORTING 5TRU(:TURE .ATTACHMENT � {NO LOAD FROM DOOR) t4;!TFS; 2rs (il (0.019` MIN. THICK) _ _ is (2) 12 GA. GALV, TEFL TOP ROLLER S. AL1,THE LOAD FROM THE.DOOR IS TRANSFERRED TO THE rW4K AND THEN FRO~.4 THE TRACK TO !' BRACKETS (2-1/2 x 5-3/8"), EACH aDS STEEL EXTERIOR SKIN I ....�._._........,.._ TF+E 2xU VERTICAL.SYP(GRADE#2,OR:BETTER)JAMBS, NO LOAD FROM THE DOOR,IS' WITH G-40 GALVANIZING, 1 `��BRACKET ATTACHED W/(4) f14x5/B' SHEET Fr Rp4FERPED TO THE HORtZon%COP)JAMA. 8AKE0^ON PRIMER ANDA METAL SCREWS. ADJUSTABLE SLIDE ATTACHED 2. EACH VERTICAL JAMB SEES A MAXI€dUM DESIGN LOAD OF-342 LB& -378 LB.PER LINEAR BAKED-ON POLYESTER PAINTED TO TOP BRACKET tti'ITH (2) 1/4'xl/2' BOLTS ' FOOT OF JAM$, 3. ALL JAI-'g FASTENERS MAY EE(BUT ARF.N!OT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A TOP COAT APPLIED TO BOTH AND NUTS PER BRACKET. - FASTENER FLUSH MOUNT€Nf SURFACE. SIDES OF STEEL SISIN, - T� 4.A 1 fJ 51RESS 114CPFASE FOR 14'ND LOAD WAS NOT USED IN THA`CALCULAVON OF ALLOWABLE, tGA- FOR ANCHORS AND FASTENERS FOR STEEL,CONCRETE,AVD MASONRY, MAX. O.C. SHIP LAP C r JOINTS\ HINGE FASTFNEOV10 ROLLER STILESFVl/)H `' 2.6 VF,RTN_'AL JAMA f 14X5/8' SHEET METAL AND (2) 1-4, L�riB x /4` SELF TAPPING SCREWS, SEE TAI.!. X 7.0 !:A, (50 KSIY.. HSTEEL U-BARS. ONE U-BAR ON EVERY OTHER L SECTION.ATTACH WITH. TWO, 1/4'x3/4' SELF <APPING SCREWS PER STII.E. 2 6�A S Q S I ' RTINC= STRI€ TURF 7 1'I14 tvT VIEW - " (NOT 70 BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2x6 VERTICAL,IAMBS OR SUPPORTING STRUCTURE) 4' TALL TAPER STRUT, MAXIMUM 0.052" MIP.. CALV. STEEL, ONE 4-T-STRUT PER SECTION. (SEE VIEW ON-CENTER 80 KSI. MN. 107 EACH. T-STRUT ATTA,CHEa AT EACIi DISTANCE STEEL STILE LOCATION WRIT (2) 1/4"x3/4" SELF BETWEEN WASHERS eUltOING TYPE FASTENEk TYPE FASTF.NFRS'R7 tllp - TAPPING SCREWS. $LOCK'rYA�L i/4"'X I�1/4"M3H F1ARF0 TA11COty-('�mrRFTF Af�C„ OP-' - "'---FF-I/�' F';r:Dµ"" 3000 r$E U(Y CCH f2t(£ 4 a'x I MIN. EMEED-DWCON ClN RETE ANv:H QR I O.D. 2(z;t47.FSL.}d1,S. AN4R 3 R"% i T <`LILY, ElJ.$ED'NEJ-IT A1JK TIT'-SlEEVE ANCHOR Sa- 11.CI.UDF r, 1"IvG12tirRi;T X 1 4-MIaN. 'M f .I-T AY T Tc SjFFVF ANC."DR € INCLUDED - Ej R -x F{$tp,_?,$;•,.„,!;..1�2' r t IAC.SCRFW ASTM AMP GRAnF A) 1-5/9-FMP,FD INTO S,i1CT11.r' I -: a 1 OD, `) FiP,ST(BOTTOM)AYCi R STARTING AT NO MORE THAN HALF OF TIKE MAXIMIP.M CH-CENTER DISTANCE HF'.;HEST ANCHOR INSTA_LLD \ AT LEAST AS HIGH AS ,HE DOOR OPENFYG. \ CLOPAY DOES NOT.SUPPLY JAMB ATTACHMENT FASTEFCRS. MINIMUM OISTAMCE BETWEEN CF"NTF.R OF ANCHOR AND EDGE OF CONCRETE BLOCK:2-1/2-,EXCLUDING STUCCO TH€CK7SS7,. -12 GA MIN. GALV. STEEL BOTTOM BRACKET ATTACHED WITH (2) 14x5/8' SHEET METAL SCREWS. lgt Atl LALUMINLIM E XTRUSION & VINYL WEATHERSTRIP. > ENSE 'IGH A-A (SIDE tilEt)H % O........ y0 0\ oqt 63$FIT�i * 1 AtiUFAt�CTURING PRODUCT"Car_ Tol 0o i oT, 1 PAN-2F153 1 - I f4"x;1/4' SELF DESIGN LOADS: 1350 Par. e., -42.0 P.S.F. 2Z \OJ LAPPING SCREWS. PART NO.: NIA STAT OF tJ[ •✓ TEST LOA 5 +54.0 P S . &_.x63 0 T_S.F. I� > / 3S^`F„T7€,CE$ 18 GA. (1h€IJ.) INTERMEDIATE HINC�t u!.ss SI.td e Otbc,orcc C�apay JrII Duke 2.'T vArd ,WINOLOAr RATTNu fT ........... VIEW P n:W TOLERANCES yA on,ON a 48 CSA 4 C� ,O R 1 Y -- Td NII 51 7i0-4&YJ 1 `S ✓��!S7 ••• �?♦ A x,031 !au'Eg Prodrts CcaTr.AT Fex No.513-TTP^-4355 :� G .^.3 7DESCRIPTION: T STEEL PAN DOORS 16'2"(SEI,TABLE FORPMODELS) Kae = 1.005 DESIGN ENGINEER! .0000 - x.001 D'AYIN BY: SH ar'KFE; 11/6/12!SCALE: NIS uvJC.R Degrees a t1/Z' CH=,EKED BY: SH DAT£: 11/8/12(SHEET 3 OF 4 BIZ• $_,J 1SCL'TT HAMILTON, P.F„,, V`—6t4to Olncr�sc - - - ltLii4?€Cr,,LIClN`,;. Nn_ u:5286 tnsr;7nuN5 ANC In X.ctffiS. U?ri NO.: 104767-A/B b'EP,: In ____._— 4 3 2 F LOR.90 "G�dGDO UC T APFR0VAL it ON 0 7 4 2 1 'CLASSIC' RAISED PANEL EMBOSS DOORS <CARRIAG£ HOUSE' RAISED PANEL EMBOSS DOORS SHEErT REVISIONS MODELS 24 GA 25 GA 24 GA MODELS 25 FTA 4 Of 4 REV. ND. r01 L. DATE: ECN NO; APPVD: DESCRIPTION CLDPAY 84A, 94 73, 75' $8 CLOPAY 'GALLERY' GDSS GR3S 04 - - SEE RLMZA014 HISTORY ON SHEET CTNC• IDEAL 4RST 6RST._.1_.-. 4F HOLMES 'ARTISTRY' ARES 110011ES' 48, 48B 42, 423 -- IDEAL 'CARk'1AGE "RUSE' £DSS -- SHORT PANEL FLUSH SHORT PANEL j HORIZONTAL TRACK SUPPORT BY 1 T DOOR INSTALLER(TO SLM). NOTF,TRACK CONFIGURATION ADDYL' Ft£' r OUNTERDAUtt;=SYSIEM ...._._....__.... JAmp CONFK;;JRATpN' DOOR CPFXNG DOES NOT AFT`'CT THE :' DOOR DOORS UP TQQOQIBS. Y4.ND LOAD RARNG OF THIS DOOR. '�""""""""�:. HEIGHT 't'GALV. e7EEt FLL &4P.CKE"f ATTACriEO 10 1"DOOR QVE.•T"'LAP(EtiH SIUf) SCOP MCULD!NG BY OCVJR IN>^:AILER(TO St37) ITH (3)5/r6'x T-5/8'lot SCREWS .. 1z. TRACK IV" (^A 1/4'RM'ETS. - .2z6 SW WOOD J-1.18.SEE 16 Fh.GALV.STEEL ENO$TILT . "JAY,H PREPARATION NOTE', I i6 GA GALV.STEEL DOUBLE END STILE. GA. MIN. MV. STEEL INTERR.STILE, PACIkG NTE 14 o,c. -q'-o--o4- 1e cA GaLv. 'fEEt INTER, B-0't 0" 2-I/2"% 12 G5 CALY.SdEEL„,Q,'-.f,.J,9,(�;. FASTF.NF.0 i0 CEPTfR 1O-0'f 12” TRACK BRACKETS FASTS;'"EU r0 * sl1LE Wj(a)EACH 514.5/0" 'GALV,STEEL TRACY. 11WWOOD, IAMBS WBII 5.6'X 1-5 8' SHEET 11(4) SCH J1RACK TN CKNESS:O.GaY. LAG SCREWS NOT rO EXCEEO .4'i � 124.. - �" dN-CENTER, I,UT2Cr(4)LAG 7/7 G'I.Q. M.1UN0 130" SREWS:RE01Af1ED PER J-MD. PUSH NUT -O lib .FASTENER. )Z,-_E_ g2' 2"GALV.STEEL TRACK FASTENED TC yy 38" TYP. 2-1/2-% 12 GA GnLV. 'T —D'148' 12 GA GALV STEEL TRACK BRACKETS L14 GA.caw:STEEL ROLLER 16NGES FASTENED TO END STILES WI(A) EAwH,g1avSje C z STEEL TRACK 8iA&CEFS, 3'- " " WITH EITHER(2) 114"D•A, RIV:7S OR J9EET METAL SCREW$ASJTI(7) 1/4"SELF TAPPING SCREWS PER ENL`HINGE. G ATTACHED TO JAMB VAIN(1) 74- ,(j, (1) 1/4"%5/8"BOLT&NUT PER { 24' S/lb"X 1-5/8"LAG SCREW PER 14'- )65' TRACK BRACKET. 2'DIA. 7-1/2"LONG STEM_ TO Nu.STFE1.ROLLER WITH STEEL OR kYLON 7iRE. O 7RACK BRACKET. t -Fj"17 " 1. I � f0" ISO-jt.a4 �r.G7 KiN C_.S LHR BRACKET (2-1/2'z 5-3J4'z t2GA) Pf;rPt4(z?ICt'�QFT =+5 8Y 07?2FRS. SCREWS, OTE (2) i/a-x •J4'SELF SX: THAT LIiR RE Aj_SO tAVPNC USEED TH O'DOUBLE ENC VILE-ASS SHOWN IN - TRACK ONiiGURAT;Q- NOT:TRACK CONFIGURATION ABOVE THE - 6 SHEET 1. i Oh. . 3_......:.__._ C DOOR OPENING DOES NOT AFFECT THE •\i L11kO lOJtO irATTwG OF TMS DOOR. LOW HFAD.200't VL'.QV SEL (AVAIL. I'UR QUTtI 2"-ANO S'TRnC!() { !•<: I __ I `DOUBLE r,OR770NFAL. t"UODH OVLRLAP(EACH SIDE)--� -y 14 Tr.A,Gc. -T 2k6 SYP WOOD JAMB.SEE I r-STOP MOUIDiNG BY DOOR 5c$TA;,LI;R(-+O SUIII. 13 I v F� v GALV TAPERED STEEL TRACK AND ANGLE TRACK IS:A CJiY.STEEL ENJ STILE. E3 3 { ;IAMB PREPARATION NOTE" y� iH:CKNE•SS: O.TOt"..AA:r1.E 7NlCKN=SS 0000". `HGRIZONTAL Lfr1CK ,.E�•y, CN SIB GA,GAl'J, STEEL D4JRLE ENO 51LL. MIN.ANGLE DIMENSIONS 3-1/4-, 2-7/e. SUPPORT by COUP - 20 CA,dIN CALY.STEEL IN7ERM.STILE, VERTICAL/HOR120NIAL TRACK 14"MAXIMUM SPACING INSTALLER{TO SL97). IB GA_GALV.STEEL ENTER, I- JUNCTION.TWO '/4'BOLTS FROM LAST MOU1f TNG 3-1/4'x 2-7/8'PIN. .O.OBU"TAPERED�I HINGE'FASTEKEO TO CENTER z M4GL.E. SEE LAG BOLT MOUNTING BELOW. STILE W/O)EACH (144510" v Sc NUTS FOR EACH TRAGC SLOT TO TRACK JUNCTION — 7/1s"-.. OU'.D m.. S7IFk7 f3E7pl SCREWS. PUSH NUT ADDOIDIiAL MOUNTTr SLOTS J 1 FASTENER. SPACED AT 12'CENTER'S. it o -�_. CEVES tiIIIIIIIIIiji .TQt"7tfCK 3"GALV.STEEL iP+.CK FASTi.NED t4 CA GALV. STEEL ROLLER I NGES FASTENED TO END `�� '-%%%I M7'F�JA T,•P;,REO G>70 E WI HGONET N/L/cS a DOLT,l§ S '�E )!/4 F+LI'H TAPi INC`CRF%I yfT?L ND HEN HA Al2 ON DENIER AND 2 7 a'SEEP 7AE?INSCRFYI$PER END HENCE. rj 1111LLLL NUT AT EACH MOUNTING SLOT. y ;�'E�vsF..ti.,, 46' _ IL 3"DW.8-IJ2"LONG STEM BAIL BARING STEEL ROLLER. No 63'278t <a 5R'PAN C-r. &wUFACTURIN6 PPQDUCT CODE T:�'; ;�':F g -.34• E.Y•TRACK BOLT ANO NL17 AT EACHM�j✓. PRFP,RATION OF JAMBS BY OTHERS. PAN-2F153 • w - I 1/OUNTING SLOT LOCATION. = 5 b iiC,N LEADS:• +36 0 P.S.F. G 42.0 P.5 :•'D: '''� es � i¢� $ T ST LOADS +.5a.o P S.F. ac -F cr l?.� PART_ NO.; N/A : '. STATE OF $t? I DOOR VERTICAL o,:r slcxo rnne.rce a��on � BY15 Buie B uirrnrd VINDLUAD RATING ��• ALA ! -22" HEIGHT TRACY.LENCT1i M Dann ON 45G40 US4 .(s P 7 t-- • TOLERANCES¢.c 7m d,.Sia-770-iSSA 1,�/ r ��i� •<.�•�.1� C'!`ti�a _ $.,..'0 P_" .Q 5.031 BuFSr, 1§n1.,tsTnnidl'•Y TILE No.533-Nip-r&SS v"`r 6 _DP30 '�4SjS1�A1AL�?tV�, 10- 9X0 6` ONE 5/16•w 1-5/0"LAC SCRLW SPACED AT T3IE SAME .CO :• t,O}5 (DESCRIPTION: 2-STEEL PAN DOORS :8'2" (SEE TABLE FO:? MODELS) EhgnfrsltLL1 'D _105 DISTANCES AS THE TRACK BOLTS(I.F.. 3-I/7'. 10•.22.3a', .GOO o t,OOS ._ t=0 tSl__..,...�._,.. 4G",ETC.). ADDITIONAL LAG SCREWS LOCATED AT 16", 28",& 0000 t..001 DF2AWN DY: SH DATE: Ti/6/i2 $;;ALE: NTS DY1G. DESIGN ENG;TNEER: 3-s/T ta- 5`.-- 40'FROM BOTTOM, TWO LAG SCREWS ALSO LOCATED ABOVE >zyers '• i1/7 _ SIZE .1� 6-0 1 CHtiCt<f_D fiY: SH DATE:. 11/6/12�St.EE7 •t SCOTT tiA7.11LTUN, P.F.. —�'��'�'�"'" 'JERTI(fL/NOR1ZOt TILL TRACK JUNCTION, tm:ev Stated Qtra+•ise -- '_`"" FLORIDA_LtCEfJS Nn. fi3?.?; CiM010'Cs Aloe IN wceus.'D.','G NO,: I1347G1-A/9 VER: 18C 'fi`._ G LOU R9DD A p R1 0®UCT APF OTOO VAN I G)10 F December 12, 20.12 (revised 8/28/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the:wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited Independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina., Component testing was conducted by HETI and ETC. .For the doors listed in Tables 1 through 5, Static Pressure Tests were conducted in .accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005. Missile Impact and Cyclic Pressure Tests were conducted in accordance with TAS 201-1994.and TAS 203-1994 and ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 1 through 5 are in compliance with these High Velocity Hurricane Zone test requirements of the Florida Building Code and therefore are qualified as impact-resistant assemblies (large missile impact). TABLE is r o Product Code PC PAN- 10.4710-A-Rev03, max. door size 16'2" x 16'0 +36/-42 PSF (design load) 104761-A-Rev02, max, door size 1812" x 1610"; +36/-42 PSF (design load) TABLE2• Drawinas for doors with ManufacturinaProduct Code MPC PA 104753-A-RevO2, max. door size 16''2" x 1610"; +38/-42 PSF (design oad) 104762-RevO2, max. door size 18'2" x 1610"; +41/-46 PSF (design load) 104754-Rev02, max. door size 1612" x 16'0"; +46/-50 PSF (design load) TABLE 3: Drawings.for d.00r_sw tt Code MPC DSIE-IFi 104724--A-Rev03, max. door size 16 2 x 16 0' ; +38/-42 P'SF (design load 104751.-A-Rev02, max, door size 18'2 x 16'0"; +38/-42 PSF (design load 104736-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF design load) 104752-Rev03, max. door size 1812" x 1610"; +46/-50 PsF (design load) TABLE 4: Drawings For doors with Manufacturin . Product-Code (MPC) DSIU-iF171: 104777=A-Rev02, max. door size 18'12" x 16'0"; +38 -42 PSF (design load) 104778-Rev03, max. door size 16'2" x 16'0"; +46/-52 PSF (design load) 104779-Rev03, max. door size 18'2" x 16'0"; +46/-50 PSF (design load) _TAU,"; i for doors with Manufacturing Product CodeMPC 104439-Rev02, max, door size 9'0" x 12'0"; +47/-55 PSF (design oad) PAGE 1 of 4 FILE: CBPC_121212-A.3 f . EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 104998-RevOO, max. door size 16'2" x 1210"; +41/-47 PSF (design load) For the doors in Tables 6 through 9, Static Pressure Tests were conducted in accordance with ASTM-E330-2002 and ANSI/DASMA 108-2005. The pressures listed on the drawings are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance with these test requirements of the Florida Building Code, TABLE 6: Drawings-for_ 9gr5 with Manufacturing Product Code (MPC) F_AU-211JU, 1.04710-13-Rev03, max. door size 16'2" x 16'0"; +36/-42 PSF (design load) 104761-B-RevO2, max. door size 1812" x 16'0"; +36/-42 PSF (design load) TABLE 7: Drawings for_doors with ManWfactuCing Prr duct Code (MPC) PAN-2. 10.4753-s-Rev02, max door size 16'2" x 16'0"; +38/-42 PSF (design Ioad) TABLE 8 Drawings for doors with Manufacturing PrP uct Code (MPQ DSIE-1F171: 104724-13-Rev03, max. door size 16'2 x 16.'0 ; +38/ 4Z PSF (design load) 1,04751.-B-RevOZ, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) TABLE : Drawings for doors with Manufacturing Product Qode NPQ DSIU-117171: 104777-13-Rev02, max. door size 18'2" x 16'0"; +38/-42 PSF (design load) Test.Reports: ATL-0801,01-12 (8/15/12), ATL-0813,01-12 (10/9/12); ATL-1015,01-12 (11/3/12), ATL-1113,01-12R (2/18/13), ATL-1107.01-12. (11/20/12), ATL- 102101-12 (11/13/12), ATL-1009,01-12R (11/20/12), ATL-0827,01-12 (10/9/12), ATL 01.23.01.-14 (9/3/2014), ATL 0121.01-15 (2/6/2015). These reports document compliance with the TAS testing standards and are signed ,-ander Ie �ahnson, FL PE 61915. Product Description for doors wit_ C PAN-�„F153: These doors consist of 2"thick steel pan sections with min. 25 ga. \ / (0.019") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing Is a one-piece injection- molded front frame and glazing. The following models are at least structurally equivalent to the tested door; 84A, 94, 98, 73, 75, 1500, 190, 4RST, 4F, 4RSF, \ 6RST, 6RSF, 48, 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GRSS, GRaSV, ARSS ��..� ARSSV, ED5S, ED5SV. Not all models may_b_e_sho-wn.-on-a..giuen_d-cawi.n;. Product Description for doors with MPC.PAN-217143_: These doors consist of 2" thick steel pan sections with min. 24 ga. (0.022") skins. The steel skin is at least G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact- Resistant Glazing. Optional Impact-Resistant Glazing is a one-piece injection- molded front frame and glazing. The following models are at Feast structurally PAGE 2 OF 4 FILE; CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W£3 equivalent to the tested door: 84A, 94, 98, 4RST, 4F, 48, 48B. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40 DDS per ASTM A653. The maximum section height.is 21". These doors may have .optional Impact-Resistant Glazing (IM). Optional Impact-Resistant Glazing (IM) is a one-piece injection-molded front frame and glazing. The following models are at Feast structurally equivalent to the tested door: 4300, 4301, 4310, HDG, HDGL, HDG'F, 66, 66G, 67, 67G, 68, 6200, 6201, 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-IF171: These doors consist of 2" double-skin insulated sections with polyurethane insulation foamed in place between both skins. Both inner and outer skins are min. 27 ga., (0.016") G40 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing. 0ptional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: .MDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a given drawing. Product Description for doors with Mph W-1899: These doors consist of 2-13/16" custom -wood door sections with hemlock rails and stiles and decorative cladding and overlays. The maximum section height is 28". These doors may have optional Impact-Resistant Glazing. Optional Impact-Resistant Glazing is certified laminated glass as detailed on the individual drawings. The following models are at least structurally equivalent to the tested door: CR8.00, MR800, CH900, CRDnnn. Not ail models may be shown on a given drawing. Impact Resistant Glazing (IM): The.optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approval based on review of the following tests: HETI-06-A002 ASTM G155.; HETI-06-TS66 ASTM D638 (before); HETI-06-T634 ASTM D638 (after); ETC-06-1024-7.7496.0 ASTM D2843, ASTM D635, ASTM D1929. Limitations: The drawing(s) cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details and relies on the illustrations and text of these drawings as well. PAGc 3 OF 4 PILE: CBPC_121212-A.3 EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-W8 Jambs, lintels, sills or other structural elements required to prepare openings are not covered. 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 the drawing(s) referenced above. Installation requirements per the relevant Florida Administrative Rule, # including attachments, are detailed on the drawing(s) listed above, Installation must be in accordance with manufacturer's installation instructions and must be as shown on the drawing(s) listed above. The manufacturer's licensed design professional listed on the drawing(s) has reviewed the attachment details and installation requirements. Signature: ©��, HAM/4 !�.�i 4 No 63286 .: Scott r1t4P. w Florida P. E. No. 63286 :13 STATE OF t 4/Z Date: 5 -'-' .rr�,p . 4 O R O N`��v`� S�ONA- % PAGE 4 OF 4 PILE: COPC,_121212-A.3