Loading...
HomeMy WebLinkAboutProduct Approval L......-a....e._W..a,,...:.._...-,...:bf a+..,.--. .............w.......rv,.w+.•..+ «...v".i-t.,.....,.,+.+«,.�..1 tr��.+G"w.e-«`M::t�C:-.r.Yp!cMu3� n�`,��i�sh'F=: tt�' SCIS Home LOU In User Reoistration Hat Topics Submit Surcharge Stats 3 Facts publications ` FRC Staff SCIS Site slap tanks Scarth ' °I USER Public Wer > i'-E";.,ry;� Irrry ,yw,iy>al+ciV"tl__J_+'{>Application notall FL# FU6546-R9 L �d Application Type Revision RECEIVED Code Version" 2017 Application Status Approved " AUG 2 4 2018 Comments Archived ST..Lucie County, Permitting 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 shamitton@clopay.com- Technical Representative Address/Phone/Ercall 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 a "Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report W. Florida License PE-63286 Quality Assurance Entity Intertek"Testing Services NA,Inc.-QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of Independencee5:V ;rctLt ttorl I ncienencn,€� b� lida i ann tty, JScottr3amftolt 201 {7?-t9.cdf 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 Florida Licensed Professional Engineer or Architect [Lj4'jZ1JC, kj I3A$LA I I ')K Sections from the Code Product Approval Method Method I Option D Date Submitted 08110/2017 Date Validated 08114/2017 Date Pending FSC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page 0 0 Page 1/30 (9 FL# Model,Number or Name Description 16546.1 01 W5-16-HY PAN-21`153/6: 73, Steel Pan(min,25 ga.)Double-Car(9'2"to 16'0"wide) 1500,75,76, 190,84A,94,42, WINDCODE@ WS Garage Door 42B,48,48B,55,4F,4RST,6RST, 4RSF,6RSF,GD5S,GD53V,GR55, GRSSV,AR5S,AR5SV,ED5S, IED5SV Limits of Use Installation Instructions Approved for use in HVHZ:No t-Uglk,_K�jl ;0192-A-Pq Sc .y_L Approved for use outside HVHZ:Yes Verified By, Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by independent Third Party:No Design Pressure;+32 PSF/-32 PSF Evaluation Reports Other:Solid doors(no glazing)or doors with optional R9 AE impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party:No Impact), 1 1 16546.2 02 WS-16-HY PAN-21`153/6:73, Steel Pan(min.25 ga.)Double-Car(97'to 16'0'wide) 1500,75,76,190,84A,94,42, WINDCODEO W5 Garage Door 42B,48,48B,55,4F,4RST,6RST, 4RSF,6RSF,GOSS,GD5SV,GRSS, GR5SV,AP5S,ARSSV,EDSS, EDSSV Limits of Use Installation Instructions Approved for use In HVHZ:NoCLAMLMI Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+32 PSF/-32 PSF Evaluation Reports Other:The standard glazing available for this product CBEC 131211 meets the wind load requirements of the building code but Created by Independent Third Party:No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.3 03 W8-16 PAN-2F443: GD4S, Gallery/Artistry/Expressions:Steel Pan(min,24 ga.)Double- GR4S,ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W8 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use In HVHZ:Yes FIA65 6 K9 11 104741-Re�!9,�,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(no FL16546 glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party*No impact-resistant(large missile impact). 1 16546.4 04 W6-16 PAN-21`153:73, 1500, Steel Pan(min.2S ga.)Double-Car(9'2'to 167"wide) 75, 190,84A,94,42,42B,48,48B, WINDCODEO W6 Garage Door with Optional Impact- 55,4RST,6RST,4RSF,6RSF, Resistant Lites GOSS,G05SV,GRSS,GRSSV, ARSSoARSSV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ-.Yes F�,65-46 R9 11 1 0471Q-A-Re,�03.ndf 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(no Fi.:h51Cr Rg_ ti?YC 131").)�A standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party:No 16546.5 05 W6-16 PAN-2F153:73, 1500, 'Steel Pan(min.25 ga.)Double-Car(97"to 16'2"wide) 75,190,84A,94,42,48,55,411ST, WINDCODE@ W6 Garage Door 6RST,4RSF,6RSF,GDSS,GDSSV, G115S,GR5SV,ARSS,ARSSV,EDSS, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:No £'i g EL fig_t _ i7=€7 0- vi�la�i(. 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:The standard giazmg available for this product t.LS'1?99i?�i� i'i✓1 tII7.L3 prat meets the wind load requirements of the building code but Created by Independent Third Party:No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.6 06 W6-16 PAN-21`156:76,2RST Steel Pan(min.25 ga.)Double-Car(9'2"to 167"wide) WINDCODES W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes 1`-f, 'a9Ss I?4 ii 104710-A:Rev03.jjd�f Approved far 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(no FL26546'R9 AE, J2Q_] p�3� standard glazing)are impact-resistant(large missile impact). Created by Independent Third Party:No 16546.7 07 W6-16 PAN-2F156:76,211ST Steel Pan(min.25 ga.)Double-Car(97"to 167'wide) WINDCODE9 W6 Garage Door - Limits of Use Installation Instructions Approved for use in HVHZ:NoF �,6 R'y ii 10471 n-i evCjad_r 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:The standard glazing available for this product [IJAU6. :.RF CRI?- meets the wind load requirements of the building code but Created by Independent Third Party: No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.8 08 W5-16 PANSP•2F153/6:73SP, Steel Pan(min.25 ga.)Double-Car(97"to 16'0"wide) ISSP,G05SSP,GDSSSPV,76SP, WINDCODE@ W5 Garage Door 76VSP Limits of Use Installation Instructions Approved for use in HVHZ:No P 1654fa R9 Jif� 32€i r1 ateu0l s ani f Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party;No Design Pressure: +32 PSF/-37 PSF Evaluation Reports Other:Solid doors(no glazing)or doors with optional ^5 f R9 AE Ci3PC 1 1 t. i fb;Mf impact-resistant glazing are Impact-resistant(large missile Created by Independent Third Party:No impact). 16546.9 09 WS-16 PANSP-2F153/6: 73SP, Steel,Pan(min.25 ga.)Double-Car(97"to 16'0"wide) 15SP,GD5SSP,GD5SSPV,76SP, WINDCODE@ W5 Garage Door 176VSP Limits of Use Installation Instructions Approved for use in HVHZ:No 6'46 rt9 11 104518- -rRev0 i:%j+i tom. ff. Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third,Party;No Design Pressure:+37.PSF/-37 PSF Evaluation Reports Other,The standard glazing available for this product L(if�5g Ei.L>AF P i„Z12 �1,n l= meets the wind load requirements of the building code but Created by Independent Third Party:No DOES NOT meet the impact resistant requirement for windborne debris regions. 16546.10 10 W6-09 DSIE-IA171: 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.)Single-Car(up to 910"wide)WINDCODEO 64,65,62G,62LG,64G,SDP38, W6 Garage Door SFL38,SRP38, 134,135,136, 6130,6131,6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes r Ii tilt€a1 -,L-R�v r#• csr Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party:No Design Pressure:t3G P5F/-44 PSF Evaluation Reports Other-Max.Wind Speed(V_uit): 170 MPH.Solid doors(no fl-1654 P[i P.99 A._ii-.CB-_P C13i2t1-A.odf glazing)are impact-resistant(large missile impact). Created by Independent Third Party:No 16546,11 11VI6-090SIE-IA171! 2050, Double-skin Insulated EPS(exterior skin 27 ga.min.;Interior 2051,2053,4050,4051,4053,62, skin 29 ga.min.).Single-Car(up to.9'0"wide)WINDCODEO 64,6S,62G,62LGt 64G,SOP38, W6 Garage Door SFL38,SRP38,134,135,136, 6130,6131,6133 Limits of Use Installation Instructions Approved for use in HVHZI Na 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:The standard glazing available for this product ELj__54FIM AE CBPC r,,ILI-_ 3af meets the wind load requirements of the building code but Created by Independent Third Party:No DOES NOT meet the Impact resistant requirement for windborn;.,c1p.hric rpoionc, 16546.12 12 W6-09 DSlU-117471: GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga.min.)Single-Car(up to 9W wide) AR2LU,ED2SU,ED2LU,9202, WINDCODE@ W6 Garage Door with Optional Impact- HDPC20,7202,8202,MFC68U, Resistant Lites 9205,HDPR20,7205;82051, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ-Yes ELjfi5Aka2_LT 1044 ?-r Pnv2L_rycf 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(no glazing)or doors with optional Impact-resistant glazing are Created by Independent Third Party:No impact-resistant(large missile impact), 16546.13 13 W6-09 DSIU-117471:GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga.min,)Single-Car(up to 9'0"wide) ARM,ED2SU,ED2LU,9202, WINDCODEO W6 Garage Door HDPC20,7202,8202,MFC68U, 9205,HDPR20,7205,8205, MFR68U Limits of Use Installation Instructions Approved for use In HVHZ:No 1) I044 '_-fl-i rif 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 E" requirements of the building code but 00 NOT meet the Created by Independent Third Party:No Impact resistant requirement for windborne debris regions. 16546.14 14 06-16 DSlU-1F471:GD2SU, Oouble-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,G02LU,GR2LU,AR2SU, interior skin 27 ga.min.)Double-Car(9'2"to 167'wide) AR&U,E02SU,E02LU,9202, WINDCODEG W6 Garage Door HDPC20,7202,8202,MFC68U, 9205,,HDPR20,7205,8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ.Yes F_t1_10_Lj5_Ba_U_jA:i�_ 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.(no FL16546 R9 AE CBTIC J4!2!9:L-1,kdf glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party:No impact-resistant(large missile impact). 1 1 16546.15 15 W6-16 DSIU-IF471:GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,GD2LU,GR2LU,AR2SU, Interior skin 27 ga.min.)Double-Car(9'2"to 167'wide) AR21.1.1,ED2SU,ED2LU,9202, WINDCODE@i W6 Garage Door HDPC20,7202,8202,MFC68U, 9205,HDPR20,7205,8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ:No ELL6L,2_q-39_LLl 04970-6-1100:�_n 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 _bFQ_ %LQ_Ua2I%apt{. -requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16546.16 16 W0.16 D51E-11`471:Gonp, DoUtile-Skin,Insulated EPS(exterior skin 27 gamin.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga,min.)Double-Car(164"to 18'2"wide) AR2LP,ED2SP,ED2LP,4302, WINDCODE0 W6 Garage Door with Optional Impact- HDGC,6202,MFC68,4305,HDGR, Resistant Utes 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes 54, r9 IT 104810- - 04-sion ed. 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(no rLI654 P.. -A17- 13P 14 glazing)or doors with optional impact-resistant glazing are Created by Ind ndent Third Party:No impact-resistant(large missile impact). 16546.17 16 W6-18 DSIE-1F471:GD2SP, Double-skin.Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga,min.)Double-Car(16'4"to 16'2"wide) AR2LP,E02SP,ED2LP,4302, WINDCODE@ W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 620-5,c_ZFQ68'MrR69 Limits of Use Installation Instructions Approved for use in HVHZ.,No 1`1_165,16 119 11 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 &3.654(1%41 m_ f3r 1.11219-6ji(If requirements of the building code but DO NOT meet the Created by Independent Third Party-No impact resistant requirement for windborne debris'regions. 16546.18 18 W6-18 DSTU-IF471;GD25U, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,GD2LU,GR2LU,AR2SU, interior skin 27 ga.min.)Double-Car(16'4"to 18!2"wide) AR2LU,ED2SU,E02W,9202, WINDCODE@ W6 Garage Door with Optional Impact- HDPC20,7202,8202,MFC68U, Resistant Lites 9205,HDPR20,7205,8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ:Yes 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(no F�LtqyA_6 glazing)or doors with optional impact-resistant glazing are Created by Independent Third Party:No impact-resistant(large missile impact). 1 1 16546.19 29 W6-18 DSIU-IF471:GD2SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GR2SU,G02LU,GR2LU,AR2SU, interior skin 27 ga.min.)Double-Car(16'4"to 18'2'wide) AR2LU,ED2SU,ED2LU,9202, WINDCODEO W6 Garage Door HDPC20,7202,8202,MFC68U, 9205,HD151120,7205,,8205, MFR68U Limits of Use Installation Instructions Approved for use in HVHZ:No 1131SL 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 ELL':,_r,45_R4 A177 CBVC� requirements of the building code but 00 NOT meet the Created by Independent Third Party.No -impact resistant requirement for windborne debris regions. 16546.20 20 W8-09 DSIU-1F471:G02SU, Double-skin Insulated Intellicore(exterior skin 27 ga.min.; GP2SU,G02W,GR2LU,AR2SU, interior skin 27 ga.min.)Single-Car(up to 9'0"wide) AR2LU,ED2SU,E02LU,9202, WINDCODE@ W8 Garage Door with Optional Impact- H0RC20,7202,8202,MFC68U, Resistant Utes 9205,HDPR20,7205,8205, MFR68U Limits of Use Installation Instructions Approved for use In HVHZ:Yes 11116546 Qct11 104!1•5-MyO�I%adl 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(no glazing)or doors with optional Impact-resistant glazing are Created by Independent Third Party:No impact-resistant(large missile Impact). Go to Page Page 1/3 Fe-A ED Contact Us:,.2601 Blair$!one Road,Tallahassee F1,37399 Phone:850.487-1824 The State of Florida Is an AA/EEO employer,copyright 7007-2913 State of Florida Under Florida law,email addresses are public records.if you do not want your e-mad address released m response to a public-records recuest,do not send electronic mail to this tnilty.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,RCCASees licensed under Chapter 455,F.S.must provide the department with an emah address it they have one.The emaa15 provided may t:e used tar oKiciai 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 d you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts., Creak Carta Safe 'CLASSIC' PA1SED r-AtlEl, Emaoss MI]RS i 'CARRI;,(iE Hr'Ti,1SE' RAISED.PANCL EN,BDSS DOORS S.HEEi. I _ _ _ REVISIONS - t4pDEL5 _2< Ga 25 Ga 25 L•a 24 GA vtiDEL�-�25 CA 1 Or REv, 11Cf. ZOr:E: ^ N _ _i . — GATE: ECI'J iu0. APflD: _ Df_SCR;Pii01J EL PAY BM. 94 73. 75 75, 75L 9B CLDFAY_'GALLERY' GDBS. GR5S I w - 10/24/13 - S.4— ADVED LONG PAXEL OPTION. IDEY:L 4RST 1 iRST sn'$T nF I HOLMES 'ARTiSTRY' AR5S NrLES4S, 489,n?, 4?D - IDEAL 'CARRIAGE N:tUSr:' r:BSS ONE STAtaDaRD IIaTERTxED?AT{. ST(LY 'ET:YEE77 EACH E1.`.EOSS .___._..-._,.w.._.«. LOCATiG7d.ATIACHEO W/TGG-L-LOC (TOP &6711) AND L/ SHORT -.1 -LDI:s,• 1 FLUSH -L-12- P,L'd`l.� ,URETHANE A.DHESNE 1M.ONG CENTER). A "CiASSIC- SHORT PAUEL DESIGN SHOY.Y:. GALLERY SHORT PANEL 10;D "CLASSIC" r LONGPAIIEL ISO APPROVED SEE TABLES BELOt4 :OR GEia OPTIONAL GLAZING MAY BE STANDARD OR E%TRA STYLES fAAY DE $TAIJDI RO (SHORT PANEL)OR i IGt1ACT 2ESI57P- C>LAZING. O'I Y -:;OP.7 CO6^dERCeQ (LO%'G PANEL). SEE TABLES BELOW. GLAZING IS A.PPROVEG. SEE SECTIO!. B-u OtJ SHEET 7110 FOR DETAILS. (GLA7i:vG SHO':!N p:} / �GLAZING SHa`.YTt IN"f0? SE£T10i:, i t='. �,}—z- }------ •-�-- 010WEMATE SECTION.) ,. r_ Lx;0t_Tv m;�S I; :fl�Tl-..T—omYI.'l,��l-----.!_--�- °✓{� .. - __ -1 VIE,/ `?- (SEE SHEET Tr:?:-)TE:. _vv'- 1�E – (I� z z EY1 "C" (SEE SHEET THREE) 1 -----?16 'A. Eo-G STILES ATr.cHED Ia IT ,7� p de0c — � TZ:RL-L0C SYSTEM (TOPBOTT0?z CENrE=) ATTACHED TO TOP AND T !�? 111=1 Ill .✓_n_ � eOTTOURAIL :1TH P TETED ` TOG-L-LOC SYSTEM. 1 —1 1- �— •I 1 1 ' ��1 - •r'—'--i I"NO POINT LOCKING INTO TRACK, f(T—Ti (;! (I?- —"Til{ Cil !i i I KEYED LOCK POSiTON�t,(2)r`HR TOP BRACKETS USED AS CUTS!C_ j\ 6AX. DOOR WIDTH 16�-2" ', - � INNER BOTTOM BRACKET. INSIDE --LEVATIOVS {1) .3-±t'J ROLLER CARRIER (P/N0120394) USED WITH 3" TRACK. SNAP LATCH ENGAGES ` LOCAfiON 0: DOOR VENTS, IOTA VENT OT-h`NOS: 60 1117 FAR VEHICLE0120354 ) VERTICIL TRACK ENJ k uta-uR HEIGHT P r ONE Stb1P IATcH ON STILE. SECIIDNS SLIDE DOLT LOCK EACH SJDE OF DGR. VI ,?_TO 1 4 i ;Lnss •AMSED r-1.-.EL a2aTs=RS r ;mat acvic t,E�- ES`-GAOES INTO " / 1�` q ''.• t...�"_.__._._._..i - rL,?'PA L 7-" La` Pua E 1 t P/.IaLC re ss s EIJCJ VERT h^.:ti TRACK � O1FT.SIDE � � 1 ! L' 5"v' :❑ ID ' E _ J ! eCd' I#T[v [IT T caw._ Z +:O T va;rL Si2_E. ONE LOCK ONHANDLE. IM HLCS G.Ir?'rIDIr: 11c 1LE)Ir:":&r-S-[LES I I � OLOCK IO'9' 70 12'3' 7 f .y.rTEPH' - 9 BAR wER sE_„er,, L E tOn: :r•_R S�"•earl :, J.D.H T,_cs I EACH SIDE OF OU-0r,: .• `END ' �-EtJG1.;E5 INI 12`5' TD 14•C' �a, 9-2•TO 9.10• 3 172.r0 I•.l2• 1 z ,cPCa stcrlc•.` DOOR. � --...!it,Y I' Rr s J Ta'0'77 f:'0' c 1l1'a'TL ia'1G' 2 3 92'7l�-±L O'1 3 ---'j EA„H SLOE 1 a's'Iil 15'9•...-_- HANDLE .� r STILE i �' �:z:•TO c":r o 1150•-0 Wal 3 172' ;0;1'a•• vAwc• TG T9t0' c SECx07E DEL Cv OCCAAnI^ ErroA Tt'b•17 1rb•I s I ` OF DOOR- •-MAX SECTION HEIG ,16.0•TO 16.2.1 STILES EN L01-T,PA+:LL WORS. ±,•a•TO Acs "'-'- !LiSI.Ci t V `-INSVDr- HANDLE !_OrK OPT10N. 2y f(FD LOCK WITtjOUTSIDE KEYE;)7LQCK WITH EXTRA STIL S FOR LONG-PANSEMODELS. LATCH Lr'C T11N \�S T HAiit"/�i, THS 4 iii.COu4ERCYL 11TC. STIES F.EWAED a,:*,TED 0, I ♦ (�• I, THESE COWERQAt CEIVER ST.�ES Ari AITACHSU IbORvrT Si WrE+I 711E 1' O 'CEAl O ,, E�SIMG RLSr„E-L CLWER.stats.(Z-C%UL CjNTtw sruS.E THIS ODOR METS OR EXCEEDS TPIE DCSGN L0A05;OR TILE P;7oc•.J:VATH TU:-L-LOC GO a t;=0M)-(s)3,16'"POP,FTs �DLT(WE'MND SPEEDS LISTED©'LOA ACCORDING TO i}6_FLORIDA OR{,)>a SHEET✓ITµscgE+�s. DLkLOINO CODE CTR TIlE bvTER1tAT1O?'AL SVLOING CODE(BASED ON *•: 0 6 2+ •:*w ASC: 7-10)FOR THE fOLLtrnNG COteDITIUN'S 1)ENCLOSED SHORA?'PANEu PRODUCT AJ;-2LODE SHORT PANEL: PArI-2F153 /I G BUILDI)1G, 2)DOOR HAS 2'OF wjort7 1N BtLLOIIJG'S EHD 2Or:E. 3} , L�pIG PANEi•_i_AN-2Fd55 O r i A:^t iEOOT SLOPE, nt:6 a) TE57;tIG Ya ACCOR:'d.NC vtt:ei ILIi DE.rIG±'J.±O:i-1$: +`6.{J P'S.F. & -<7..0 P.S.W. _ L L :�� ANS-4/0ASMA 103. SITE-SrECIRC CALCL0.AIIOUS BY A OUAUFI£O ?K�?.�Q?;Q$;_ #•54.0 P.S F. & -6311 P.>.F. PART NO.: N/A.-' P f'I C STATE F :C1:� GESON PROFESStO#4L WAY DIP7, } O^:ess c1cT-c o`r�.::e sfs a.Ac R*w-atl �1±rDL67A�JrRATiNG '0n�• O ` ULTIMATE A:E v,ND ! Ass I� 17n n� 1ss 1 TALE--otS«. Clopay G •sac sA C) t!) L% l i I.I o f,—Rm.- .. 1 •..... • �G � I4PEEG'MPH) I ,O = f.OSr Fx�T rasais cr.cr F, 1P.SIS-776-1553 /`• ,'1j/�OIlLl L SS`` Ex? ;!.C. D�B.C, n S,C S. C H 1 00.000 ±.a.5 015 DESCRIPTION: 2" 5T+EEL PAN DOOR$ ;6'2'11 (SEE TABLE FOR IJODELS) CA7EG7?Y AGDO 3 GOT 1DP.AVdN BYt SH _DkTE; 71/79/12�CAi,E;N'S �MG.-T�--�{ DESIGN ENGINP-ER: �� Da;rre3 31/2 CHECKED DY: i4 DATE: i1 2C 2 E F 1J Y.rAN ROA., PLIGHT 25• 15' - 2s �._ J5- ;,a' / /T SH E; t CF < }S1Z.. SCOTT �rJAILTON P E �..._..-.__ lu�e,s 51c1ea Grxr.�ae _ FLORID%. LICENSE, NO, 532Rb „-,� --'- -'L 1 10:vEAS:nS�iE m1 v;LHES.}D'.iG. NO.: 10.7710-A/1.1 _�VF.R: IBC -4- 'CLASSIC' PAISCD PANEL EMBOSS DGEI;?-s CARR!AGE: P!2USE' RAISED PA-NEL CM:CSS DorRS F RVASIONS J•IpDELS _24 -ZA-f­ 25 rA 2 OF 4 ZONE: 01JE: :C=C,, 11=0 APPVD� co, i5 -i4 G� MODELSpESCRif'fIUfJ -. —CLGPAY I 81A, Ct[TFAl 'GALLERY'91 73, 75 1 76, 75L 1 98 1 G.1)5s. C.P.S.- 03 IGEAi T --RST I 2RST I 4F I IjOl-M�rS ';-qTfSTPv 'CA��RIAGE ED.5S at E: i 3— S SHOP I L LIS�H HORT PANEL IMPAQL- _QNST R UfT I Qti: SLANMR0 MRLK SOLID 000,7$ -C;IA7ING) OR DOORS VPTH OPTIONAL Ij-1PAC-.-RESf5W4T CLAuX, ARE 09TIOTIAL DSS OR 1/13" ACYRI-IC UTES AVA;tA9 r;PT;O%IAL ACRYLIC GLAZING IS 10PACT.RESTSTANT. OPTIMAL -OLYCAAEONIATEE FRONT FRAME A111) PLASKOLiTL 0PflX OR LUC,iE CP APPRC01M CC2 PLASTiC IN ACCORDANCE :',9TH 2^,/ipc GLAZING IS GE LEXAN' SLX21321,AN APPRC-40 CC72 PLASTIC tm ACCORDANCE WITH 2606, IEC/FSC 206 AND AJ-J APPROVED Ca PLASTIC IN AC-CORf)ANCE W17.N FEC 202. THE ENTIRE DOOR ASSEMBLY INSTALLED 1% COAIPIJA%"CE valli THIS SECTION vzETS THE IHE EWRE VC*R ASSEv9LY 1USIALLED IN CoItPt:A!4C.-- V.lITH T"�S SECT!0,1:fAz--ETS THE WIND LVD PCOU,REM-7,415 OF THE FLORIDA WLD!,%G CODE OR INT-EM11APONAl BVLOING VAND LOAD REM-REUENTS Of DIE FLOMDA BUILOiNG CODE AND INJERNAMNAL BU;LOING CM BUT GOES_tjOT .1,10ET THE IMPACT RESISTANT RCOUlREVFNT FOR.lviW5Ow;E DEBRIS CODE AND IS LARGE- AND S,-lAjj,-WSSlLE VPAC7 RESISTANT REG;CNS (REF. CHAPTER 16 FEC/GC). SECTION B—B (INIPACT—RESISTANT GLAZING TPON SECTION 8—B #'NON—JMPACT RESISTANI t�LAZLNS' S?i`jc, C-1 WWI I), WIT 'I OulSiDE SURFACE, FRONT FRAUE iil v-V. CWawl. Oc NOTE THAT FRONT FPAWC 15 ftARROWER TtIAN IvP'CT RESSIX"N'T FFRAVE. OPTX-l-LVULTOUPMSE HIGH BOXV IAPE PISEPL-\," FRMJE AnD rAme) OEC0RATt%lZ FROvj FACADE XAZIM, NSIDE ��STRLICTVRAL SlLfCONC SEALANT. JEJ LIIE RETAINER. AD A x3/4' PAN HE SCREW it (DMVEEN STEEL SKIN AND FRAME). i {10 sr-REV;s PER LITE}. IMPACT AMS!YT OUE-PIECE MUECTION ;F F;ErAf,-�P FAVEN-0 TO MWE AITH CtVE-F)GE LEY.AU #E 3/°'PX%' MVAD VAVINE SCRE:6. %X24327 rw p .1 rR,&,z STANDARD ASSEM01-Y DETAILS Ii I PAPACT—RESISTANT ASSEMBLY DETAILS DRAWING 104710-A DRAWING 104710-8 oo..HAm,4 Ql • N omrACTUR. PRODUCT COO 2 SHORT PANEL, PAt---2FJ5,1 I DESIGN LOADS: -1 36.0 F.S.F. & -47.0 P.S.F. P,4RT NO.� N/A TEST LOA DS: 454.0 P-SL &�10 PS-F, %.,STA-r, Sle-,d 0;-,cfw- MS o"ke ft-,:rw:3 V,,ND'.D4.D qA',!,!-- I 10D T' �% I 45fl4o USA 0 Lk3 IJ TOLERANCr-�; clowly IWIM,1113-YiF-4500 T • D -6RI�710N. 2-STEEL EEL PAN COORS C.'2%V (SEE TA3t.E FOR MODELS)! L fTJea.luSttr -OODO - o,-j LgqAWlI CRY:CRY: SH jDm -E. Sc,-,.E: tas I -D DESIGN EINGiNEER, oeq,t,3 - ICH;-CKED BY: SH PAT - - ,: 1112 OF SCOTT HAM,tTON, P.E. $We. I VER; 15C .-j,cs -A/8 2 FLOROD A PRODUCT APPROVAL IGMS 'CLASS![' RAISED PA7.'EL EMBOSS DOEIRS 'CARRIAGE HOUSE' RAISED PANEL EMRKS DORS �SHEr.1,._....�.,... 'RE14S10N� - _ -r_...._...__._.__ MODELS 24 GA , 25 GA--}^•25 GA 24 GA MODELS _ � _25 GA � G � !REV, ta0�ZONE: DATE; ECN•I NJ6. A.PPVD: DESCRIPTJON CLOPAY Sop, 9.1 73, 75 J i5. 7_5L 98 CLCFAY 'GALLERY' � GD5S, G.R5S 1 03 1 - {- - - �-- IDEAL 4RST 6FST 1 2PST 4F v 1 SH Sc'e REVISION HISTORY ON SHEET OJ7E, _ _HOL:.ES 'AR,TISTRY' AP3S �..._,t•tOL!tES"__.#._B. 4SB c2,._,p.C--....�.__._.r-f ---� iDEAL 'CARRIAGE hEUSE_.__ ED5S 1 t SHORT A f_ur•IG —1-f-LUS SHORT PANEL --f -2"TH!r;l F� y D `ARFLGr+TAL(TCP)JAMB JAR-le T© SUPPORTING STRUCTURE A.T-AC'HP.f IST ' r(!J0 LOAD FROM 00OR) +• r PS GA. MOW rY;. :IJ.ICK} _ (2) 12 GA. GALV, STEEL TOP POU ER + t (,THE LOAD FROM-.r DO04 IS 7RA"SF'MRED TO THE:.RACK AND THEN FF'OM THE Tk' +, 7 BRA4KETS 1!2' r. 7^3 Pv• EfZH � .' ? ME VERTICAL SYP�(ORADE >02 OR BE1➢ER)JAM3S.NO LOAD FROLI-,HE.DOOR IS TO GDS STEEL EYTERIOk $KIh! �" (2` / 1- + Y/ITJd G-vU G4,LVA?tSZING, �� BRACKET ATTACHED W/(4) #14x5/2" SHEET g + J '>;CER"EJ TO 1t+E tcI 720.•iTAL(i0P)`.vp. a .Irl METAL SCREs:S. ADJUSIA-E Slte:E Ai iACHEO VERifCAL 5.418 SEES..!JA%$tUN D_S'CN lO=D OF t2x5 LB Fi t�S LB. PER LJs'I•A.P BAKED-ON RIMER Arr A FOOT OF'JAMB. BAK£!1-ON PG;Y£SIER PANTED TO TOP BRACKET YIRH (2) 7%4"x1/2" BOLTS 3. ALL u5 FASTEP:LRS MAY BC(BUT ARE NOT REOLARED TO BE) COUnIERSUr.Ii TO P:zo%aoE A TCP COAT APPLIED TO 607:? ! f kID NUTS PER ERACKEET, 1 FASTEI+ER FLUS !•OU;TUN;`-PIACE. Sk'7ES OF STEEL SKIN. y T ( <, A 1/3 STRESS INCREASE FOR AIND LOAD WAS GT.L USED IM THE CALCULATION OF A.LLONABLE 1 Jl LGADS FOR.ANCHORS A!:D FASTENERS FOR STEEL, COUCRETE AND.MASONRY. � L.m. yy-1t I 1 JOINTS 14 Gt. !.!=N. GA!'•J. ROLLER HINGE. EACH f (✓ HINGE - TE,, B To END ST;LES /(a; f• 7,6 vER1aCAI: ,AmA #I4115/8" SHEET. METAL AND (2) JJ 1 1/4'13/4" SELF TAPPWG SCREW& SEE { a_1/4.. 1 I ! I ONE 4" 7-STRUT PER SECTION. (SFE VIE, } -6 JAS,:3 To Slip,;TiHTR G 5U R` G`TT�_-4yF%,T t.•Ic.,y "U" ``0) EACH T STRU:ATTACHE; AT EACH (NO: TO BE USED O il-CHUDIT OF IRACK A`.GLE 70 2.6 VERTICAL JAU4 S OR SUPPOR7ING STRUCTURE) 4" TALL TAPER S1RU7. LOCATION rat H (2) 1/4".3/4' SELF MA;cMuu 0.057• mini, GALV, STEEL. <.F7i\G SCRiteS. ON-CENIER -� 50 KSJ. 41Il:, D )c$TANCE STEEL, BBETY•YEN S.-.AS.•+_RS j U;LOC:G TYPE FASTENEP. TYPE FJSTEXER$ RCOLbRFD.+ J :-1 a"UI!1 %U TA' N r .'J:"a9iwOR 7 7 I4" r AhP Q(J 1 PSI VIN CWIC - i a"• I'S:N. EVRED TAPCCA COGCF.EE :JiCHOR '_�._ a-1 a''"' i"O.D1 VIIJ.CQ '}'IF 3/A'Y 1-3/A'Ln Ev fFO v,•CR I R TITf.S1F f Al f:tki 115-f/2_•, I+,CA}h�EDi I x^'CR.PS-'.3!1Lr+.SS?rCPEZE, 3Lu`•7l LLJ4 d1 N..11 `>U E''EJ_It ANL EF<,LJ'GyvII... - -:Zai: �'"."I ,..} }S�.,O FFA!JF TyYP JK SC..-1f'L`_rt.._L,AS... ,w•/'...(:�.,yi}t-_?�1.'C✓�:'p.T.y ��Lfi !i`.� OFl FIRST(BOTTOM)ANCHOR STARTING AT NO uORC THAN HALF OF THE NAXiMUM ON-CEI aER CISTAMCE, 114HEST ANCH3P INSTALLED �Z AT LEST AS Ii4;H AS THE DOOR O?ENINC. \\ 111 C_]P:•'r CCSB IIOTICE SUPPLY JAMB CLU ER OF AIX-1 FaS%'O ED , `-12 GA. MIN, GALV. STEEL BOTTOM ORACI(Ei MISiWIt 0lS1AtlCE BE1vlEEN CCTITER OF ANG.iOn ANO EDGE OC CO!iCRFTi. •CLOG"/.- 2-1/7"', CYCLUDIr:G STUCCO TiUCM.1+ESS. ATTACHED WITH (22) /'14x5/8` SHEET METAL SCREWS. I ^7 E14R5/8" SuEf.T N,rTAL SCREYr'5 ALUMNUM EXTRL15IW.1 & VINYL WEATHEPSTRIP. #•--- I �o E *•: r E Q ` -� NAPlrK GCTURINS PPOLLICI CODE I- r••• 00 00 `l f` c SOI S�ORi PAN1a: PAU-2F153 1 ` J•\ 1/4"x$/. S_Lf 1,> !Ud NG PA^:EL�PFH"2Fi %g•• STATE 011lW` �O `,O iA?Pi.iG SCREWS. f'd DESIGN LOADS. =3013 P,S.F- G -42.G P.S.F. _/-` y' -1 �., T ST LOADS: ;54,0 P_S.F. & -03.0 r.S F PART NO.: VAN i O••. kJ: ih Gt,. END Pr!:;ES 1£ CA. Mo-)) tr.i.-c.l.- .NIN1E ul4u c:." ClOpay 8-85 DSP4 ao:- c V7NDLOsD"ATI! TOLERANCES ys � v4s, asaAD � r�r i .0- t 051 _6.-6--1%6- s Ca- ° I 13-770-4v?B `�f(, i l 0 syR ar 10.515-770.4U+53 �.l v + tNlil it%%%` .00 ` {.015 DESCRIPiTu,l- 2"STEEL PAT: COORS 16.2-W (SEE TABLE FOR 140 ELS) Ga0 -,005 t .PODO a t,OGt owwm EY:. SH -�DnTE: 1 I/t9/T2 SCALE: NTS nESiGT. ENGINEER; LDYrc.B Dr.gr.es e +IJ7 CHECKED P.Y, SH SCOTT JIAs!!;.TON. P.E. ___ _ _ �CATi: T a/2u/J SMEEi 3 OF 4 SIZE Un'.n,3 Swl1 d Otce(- FLOPa'7A LIC=.aSE No 532E0 yslL':s:cus A?v a:mc.-Zs. DYdG NO.: 10.710-A/8- VERR: IBCA f+ 2 FLOR-90A p GDMC-T APPROWQL i1 C 4Co5 - _ _ lit 'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARR{AGE HDUSE' FAMED PANEL EmBOSS DOORS SHEET= RF%lStONS' 70'ELS ) 24 GA 25 Ga J 25 Gn_ 24 Gn N.DDELS 25 GA. 4. OF R?v- h zo ONE: DATE: ECa PJO.I:.PPvD;l DESCRIPTION CLOPAY 84 A, 94 73, 75 76, 75L 98 CLOPAY 'G?_LLERY' _ GD55; GRSS 03 - - - S4 SEE REVISION HISTORY ON ^SHEET ONE, IDEAL IRS"+ 6P.S7 21+ST 4F HL'1,LSTES 'ART(STRY'y A.4a5 HaVrS - 4T3, 4UFi 42, <2B -_ g ]D_aL 'CARRIAGE NOLJSE' _EuSS.. L-- SHL'kT (-'-L-L•SNG + FLUSH r3 1 1 SH,J.-T PANEL HORIZONIAL TRACK SUPPORT SY ), a. E DOOR'Ai57AdL°R(TO SUIT), 0y,TRACK C0:4.' 1GURATIONJ A90VE 'HE 6 0044 COUTITER.DASANCE SYSTEM - TyF tGtJR { DGGR OPa PA OCE9 NOT nFKEGr Ti E iSTEEL CCOH y?5 I�p �o !iQ9_tQr W!xG LOA1J PAGOES 6F TRPS DOOR: n£10ir H7 .�. 13 CA GALV.S EEL FLAG BRACKET AtrACHED TO5/16' J _6 _ I OOGA C+vERi.aP(EACH 5110,v)AMB AT(H(3) X 7-5/E-LAC SCKVIS, J 7.^ 7 J'5709 MOULDING BY DOOR 01STA±1ER(TO SUIT). AuD TO TRACK WfTH 2 I/4'RTJ7S J 16 1 CALV. STEEL END SNX, -7 {) 7_ - R 2x6 SVP 1tiDOD JA1JB EE 1 TRA I"U4"1 - - - 'JA41Z PREa 5ATKGt: h7T u �r{ 1 B GA.ALV STEEL DOUBLE END STKE. Q_'QRS UP TOA F t� c _ nr '7%S^ r AS ROC: SPACING 147C 14'O.C, _ 4" �•-.� ;.✓r. E\20 Ca. N.ild. GtkV.STEEL Ik'TERl! SJIL_, 2-1/2'X 12 CA CAI•"l.STEEL / 8 GA CALV. SEEL 11t[Eft.• L- 1RFL1C BRACKL'TS 1" NED i0J I"AIGE FASTENED TO CENTER o BS' 2'CA:,V,$tEEI 7RFCK, 1 's -( WOOD JAMBS WITH 5/4-X 1-5/8- ""`" '" STILE Y1/(4)EACH 814.5/8' - TRACK THICKNESS:0.083" T0.'WIN i - cC / / 'I - SilUT METAL SCREWS d _ 1 - LA -REWS NOT TO EXCEED 74' f T I ' i -50' "',-6 s i-6 17 i i 0,1 t.ER Md ry f,9)LAG J/ '-7/16-I D.R. %0 T2 -L" t{Z'-0 ¢" -CF•EVV;REMAKD PER AMB, T FASTENER USH NUT / i r-. t'r4 ' 2"CASV 4TErt TRACK F 5 ct4E0!'0 14 GA CALV.STEEL,ROLLER H0.10ES FASTENED TO ENO STELES W 8.14.5 B' TPP.TR 2•1L 57 ET G71V. 1 6 12 GA r V STEEL inACiC 5RACKEI5 1 C 1 STEEL TRACK 9RAGKEFS, t: WITH ERrt R(2) 1/.1 D✓i RIVETS OR ( 1/: EU'FAPRU CREVIS PER IC E. / r ATTA'„t"1-_"D TO 4W9 W17H(.$) t 4'- 1 0' (•1) I/4•X 5/8'SOLT k WJT PER SNJEEt ME A..SCREV,'S FSA A-) "e PT G S L, 2» 5/16'x 1-5/6-LA,SGR'N PER s4'- :RACv.BRACKET. _ TRACK BRACKET. 1A'- 7 F Z'CU,7^1J2"LONG STEM, ID BALI STEEL ROLLER✓1TM STEEL OR,.l'LG11 TIRE. f0' �*=� a• T..._ IhR BRACKET(2-1/2• 5-3/4'x 12CA) f �. FRE+'IARATION OF JAMst aY.O7HFRs ATTa0HE0 WITH(2) 1/ x /4'.SELF TAPPING {` - - - BCRE1vS. NOTE TRAT LkR BRACKETS ARE.ALSO USD'All-. COUBLE END STILE'AS SkOsvv Di s 'RArJc co ir'1CL RAT(O' LCinL TRACK CC,.F(GVtZATIJH Fame OLS r 20NE 8-3 SHEET 1. ODOR O?EA11tG DOES NDi F-rFEGT THE .<t.11B CONFI(:URnTI N DOORS E:JO 1.85 Aho OVEP. WIRD LOAD RATLV+OF THIS DOOR. (Zayt.LE_TP�"K CEheER HANG RECJIREO FOR DOORS ECO LEIS AND OVER - lOtY HPAAR^7u QPVMr4 DOORS VAR'B'NIGH. i (AVAIL. F'OR BOTH 2-AND 3'I GK) a's 1 OOURLE HOR12Gt4Fat (� t 'VE DOOR ORLAP(Ef:r4 SIDE) ft (PJ rK. G fi 2.G SYP WOOD JAWD-SEE ! rSTDP MOlJLD'1,BY DOOR mS1ALLER(TO SU,,- CK ('9 3°GALV. TAPERED STEEL TRACK AND ANGLE,TRA1 16 GA.CAl $FEEL EN`-- STILE; (> TwGFNESS:O.N01 tit Th. n^" "4A4!.1B PF.ERAW7gt 1JVT: x E v(.JESS:0680', I±OWONTAL TRI c 18 CA ..ALV.srEE.OOtnKJI,E END Sttl£. (� MCI ANGLE 67LS tSICNS 3-1/4 x 2-7/8'. SUPPORT BY DOOR 20 CA WN CALV, STEEL INITERV.STILL ' - pflA!C£R(7D$tpj. 18 G -C JUNCtA_/YORiZONTAt TRACK i4'JeAM1JU!!°PACL'4G / AIV.STEEL ar,EP. JU IC7'0� F170 '/d'BOLTS E-- FROM LAST NGUNTING 3-1�6'.2-7/8'Md�. 4 C.O2G•TAPERED✓ T /�,Kt+CE FASTENED TO CENUR 2$ 4 NUTS FOR EACH TRt,CK. N SLOT 70 TRACK JUNCTION ANGLE.SEE LAG BOiJ VVL.NrJNC OELGW X i. '�-^"� DTILE C7/(4) EACH #tSxS/B" 7/18 .D. 4.7 SHEET METAL SCRE06 DDI o• !,� ATJO.\AL MOUNtLGIS TING PUSH I'M L rgS7ENER SPACED AT 12'CENTERS. d(1 1A� T0,101'THCK 3'GAL,_ `L TRACK FASIEHEO !14 CA.GALV, STEEL ROLLER KNEES FASTENED 10 Eno hAE� �7I� tl TO 7iiiRED ANGLE TRACT:A7 ACHED TO STILES WI(q)EAC14 W14.5/6*SNEEF METAL, SC F.WS p 12'ON4 CENTER To.PEP.ED ANGLE WITH ONE 1/4 S/8 8017 h AND(_) 1/4'SES TAPPING %REWWS PER END HHGE. GE(V4. NUT AT EACH M0+)UMG S101. IT, DIA, 11 12`LOt4G 5TE13 BALL BEARLNG,STEEL ROLLER, r cKrrro,W C- A-NFJ,acrUR h�c PRO JET ca,E 4^ TIE y." IRA C LAL7-11)NUT AT EACH fir' r -✓ PR£PARATAf N OK,-,JA.1Li_M3 gIZ101 SPORT PANEL: P! J 2€!53 NGUMItrG SLAT LOCATION, DESJUN LOA Og +35.0 P..S,E, & -'2.0 PST`. .!_Q:'�PtiNttt 2-i56 A "3): STA Or' `4A� Y DOOR VERTICAL T T « 4, P.S.F. k -65.0 PS'F. PART NO.: N/A f I��' �!� 22' HEIGHT TRACK LENGTH etn!na xtalen Coo"', _�f - 9_Duxe 3cwe:tcd VINDLDADE;'��. O,R1a : � { 7^G I I --,.---„� t T01 FRANCES ve UIO a Uno, off 45010 USA' � P YcT Tel,JJa.513-774-« �♦ S C��♦ d- t.E4 I � .0 = __G31 �E.-3.5„,57 P:ric(t{eJcia=f rc+tts 5:3-]7D-430'3 �. 1��X,X T 1O• 9$�_.._"� GSEA5/*S $7HE/8'LAI,SCREW Rs (I.E. A3 T.710'. 1=�, .�` 5.015 DESCRIPTION: 2`STEEL PAN COORS 16'2"W(SEE TABLE FOP. MODELSX i2-0 N 2A60= ^.COS 3-i/2` 14- t5 sc', ETC). ACDNi10:tAt SCREWS LOCATED A•.7 16 28 B .00pO = #.pDi DRAVIN BY: S: DATE: 17/19/7ASCALE: NTS DWG.-kf.-'�1 DESIGr� ENGINEER: 40'FAD1J BOTT65L Tv10 tAC SCREv.S ALSO COCATEO aB0'dE4 eetl = ma 2 jCt(E^K-D LY; 5r4 (DATE: 11/20/1 SHEET 4 OF 4 SIZE B SCOTT IWIAJLTON, P.E. '; .•.vr7f 1 t oqr /' VERTICAL/ftORIZONTAL TRACY.AJN.'CTJGN, 51ailEnF1..,. LICENS. No. 6 286 J;.JTAr Ar d+n:CHSS.}Q'A(G, NO.: 704710-A/B� PER;IBC