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} _ ,n$ tt' -�Y•4^t_"'S'r–d^1t1l��,!`Y"l .� �,; e,C/ •t.41� y 4 OtU, . BCIS dome Log In User Registration Hot Topics Submit Surcharge Stats&Facts PublIcabons FSC Staff DCIS Site Map Links Searcb :I Product Approval J r r 11 I�tic USER:Public User Progi.:r,_r�rr,pl :,•na>1_ro„rrr_ o•nnr!+t::un+tr.n:h>rnW.rx-,1n1>Application Detail ::RECEIVED f� qFL , FL16107-RSO R d r�O19Application Type Revision Code version 2017 ST. County, Pel`ti`11WnA Application Status Approved -- - Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason,OH 45040 (513)770-6062 mwesterrlelcl@clopaV.com Authorized Signature Scott Hamilton sliamilton@ciopay.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 0 Florida Professional Engineer Evaluation Report-Hardcopy Received 0 Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63266 Uj Quality Assurance Entity Intertek Testing Services NA,Inc.-QA Entity J Quality Assurance Contract Expiration Date 12/31/2020 Validated By Gary Pfuehler Validation Checklist-Hardcopy Received Certificate of Independence (•I 16107 Rio CO1 cP fLaL4[Lg Indglivnrtencc of v;qq1L1llLn_Fntity_ r;aiy Phiphler.ndt (I 16107 R10 COI Statement cn Innglerdence or Evaluation Pntl v_ S:nitHanulton 1?0424.ndf 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 Florlda Licensed Professional Engineer or Architect F 1 7 Rl(1L1y_791IS1_ [.?A5[,]A 1(1.$_ tluiy.R.C1• FL16107 P 10 Eaury 20110809-F13C -DASMA 11S Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2017 Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page '�' Page 2/3 FL# Model,Number or Name Description 16107.21 21 WB-16 DSIE-1F471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GR25P,GD2LP,GR2LP,AR25P, skin 27 ga.min.)Double-Car(9'2"to 16'2"wide) AR2LP,E02SP,ED2LP,4302, WINDCODEB W8 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 fl-LG107 R10 11_104?$6-Rev04-;aQ11 jjd 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:+46 PSF/-52 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or FLI6107 R10 AF C(3PC 13D214-A.pr!t doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-IF171:4400, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior 4401,4301,4300,4301,4310, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO HDG,HDGL,HDGF,66,66G,67, W6 Garage Door with Optional Impact-Resistant Utes 67G,68,SP200,SF200,SE200, 6200,6201,6203 Limits of Use Installation Instructions Approved for use In HVHZ:Yes F1.16107 R10 Ii 101 Stn-A-Rev2il c-Jnp(I ild 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 FL1(,107 R10 AEC„j,'.PC 13021 t-n.lzrif doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107,23 23 W6-09 DSIE-IF171:4400, Double-skin Insulated EPS(exterior skin 27 ga.min.;Interior 4401,4300,4301,4310,HOG, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODE© HDGL,HDGF,66,66G,67,67G,68, W6 Garage Door SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:No F.-0-LSL7 H.ISl_1LlS?J.�ISi._H lsi.7I1_aSt =S. u tS 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 FL1610/ R10 AE QPC 130214-A.nc1f requirements of the building code but 00 NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2Fi53:84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500,190,4RST,4RSF,4F, WINDCODEO W6 Garage Door with Optional Impact- 6RST,6RSF,48,42,55,48B,42B, Resistant Utes 55S,GD5S,GD5SV,GR55,GR5SV, ARSS,AR5SV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:Yes �hLC1Q7 R10�T 1_Q1�14(I_g_Qsry1_LS�9LwSl..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 FI-16107 R10 AF Cf3PC 130214-A IS r Created by Independent Third Party:No doors with optional impact-resistant glazing are impact- resistant(large missile impact), 16107.25 -25 W6=09 PAN-21`153:84A,94,73, Steel Pan(min.25 ga.)Single-Car(tip to 9'0"wide) 75,,1500,190,4RST,4RSF,4F, WINDCODEO W6 Garage Door 6RST,6RSF,48,42,55,488,42B, , 555,GD55,GD5SV,GR5S,GR5SV, ARSS,AR5SV,EDSS,EDSSV Limits of Use Installation Instructions Approved for use in HVHZ:No CS 1G1Q7 Rl0 iL._,10 ¢_fS R i7 sioned.prLf 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 11-161nl R10 AE IBPC_1,9i1?tn`r.�,ilf requirements of the building code but DO NOT meet the Created by Independent Third Party:No impact resistant requirement for windborne debris regions. 16107.26 26 W6-09 PAN-21`156:76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 2RST WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI ,++6107 Rio it 101348-A-Re vl-7-s rjed ll4_ 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 FI-16107 RIO AF CBPC 13Qa14-A.ndf doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.27 27 W6-09 PAN-2Fi56: 76,76V, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 2RST WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FI.16107 RIO 11 101348-R-Rev17-5mnen.ndf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party:No Design Pressure:+3B PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load rl_1u1QL RIO AE CBPC 130214-A.pnf 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-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)WINDCODE@ 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 FL16107 RIO 11 104814-A-Rev00-siuned. ilf 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 F1,16107 Rin AE C8PC 130423 A.pdt impact-resistant(large missile impact). Created by Independent Third Party:No 16107.29 29 W6-09 DSIE-1A171: 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,62LG,64G,SDP38, W6 Garage Door SFL38,SRP38, 134,135, 136, 6130,6131,6133 Limits of Use Installation Instructions Approved for use in HVHZ:No F.L1fi107 R10 11 1Q4_(1 7 n-ne�QLS,pa{1.PnP 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 rL163 7 RIO AC CBPC 130423.A,pAf 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-IF471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior G112SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.)Single-Car(up to 9'0"wide)WINDCODEO AR2LP,ED2SP,ED21-P,4302, W6 Garage Door with Optional Impact-Resistant Lite.& HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 16107 R10 II 1039-`i4-A-RevnS-rlf� flyg{J( 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 R10 AF CBPC 130123-A.pdf doors with optional Impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile Impact). 16107,31 31 W6-09 DSIE-11`471:GD25P, 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)WINDCODS@ AR2LP,ED2SP,ED2LP,4302, W6 Garage Door HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:No F1,16107 RIO 11 103954-B-RevO5-51a11ed.1)dl` 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 FI.16107 RIO AF C8PC 1.30473-A.ndf 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-21`443:G4S,GS4, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GD45,GR4S,G4SV,GS4V,GD4SV, Car(up to 9'0"wide)WINDCODE&W6 Garage Door with GR4SV,E4S,EDAS,E4SV,ED4SV, Optional Impact-ReSistant Lites S54,AR4S,S54V,AR4SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes 17LI6107 RIO 11103488-A-Revn 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 R10 AE CBPC 130423-A rrdt doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact). 16107.33 33 W6-09 PAN-21F443: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 R10 it Ir)3,488-f3-FlevOi-aan-a.ndt 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 FLIG107 RIO AF CBPC 13041 i-A rrcli 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-21`446:G4L,GL4, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Single- GD4L,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0'wide)WINDCODE@ W6 Garage Door 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 Fi.16107 RIn 11 1034flR•A•Rnv07 crgnoq tlF 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_uit): 170 MPH.Solid doors or F1.16107 Rin AFCnr 11_;04?_.A.udf 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- G041.,GR4L,G4LV,GL4V,GD4LV, Car(up to 9'0"wide)WINDCODE©W6 Garage Door GR4LV,E4L,ED41.,E4LV,ED4LV, SL4,AR4L,SL4V,AR4LV Limits of Use Installation Instructions Approved for use in HVHZ:No FL16107 RIO I1 103488-t3-RcvO/-s!aneo.00t 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 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-21`443:GD4S, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- GR4S,ED4S,AR4S Car(97"to 16'2"wide)WINDCODE©W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL1.61p7-R10..-I)_1ad 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 F116107 Rin AF f7BPC 130473-A r-rlr doors with optional impart-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact). 16107,37 37 W6-16 PAN-2F443:GD45, Gallery/Artistry(Expressions: Steel Pan(min.24 ga.)Double- GR4S,ED4S,AR4S Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FIJ6.1D.7_._RI1!-.LLJ04JyLick}_-� 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 F1,1610'1 Rin AF CRPC 1'301?"A-A.nrir requirements of the building code but DO NOT meet the Created by Independent Third Party:No Impact resistant requirement for windborne debris regions. 16107.3838 W6-16 PAN-21`446:GD4L,GR4L, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(97"to 16'2"wide)WINDCODEny W6 Garage Door with Optional Impact-Resistant Lites Limits of Use Installation Instructions Approved for use in HVHZ:YesfLlfilQ7 )210 iI�Q47�0-A=R yZ silli?I,p41t 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 F-L1,(7QZ 13]9_1E CD SJj doors with optional impact-resistant glazing are impact- Created by Independent Third Party:No resistant(large missile impact). 16107.39 39 W6-16 PAN-2F446:GD4L,GR4L, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double- ED4L,AR4L Car(9'2"to 16'2"wide)WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:No FI I,f I n/fit 1n 1 4 iq{L-Bztif;ypL.Li n C!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: +38 PSF/-42 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load LA_ 51 U/ R-IQ A.(tia3t>t�-,i.il?L-s_A.R ft 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 WB-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)WINDCODE@ AR2LP,ED25P,ED2LP,4302, We Garage Door with Optional Impact-Resistant Lites HDGC,6202,MFC68,4305,HDGR, 6205,SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes rL1.6Lt!.Z._RLO_CL1D41.Lrf3gw-D4-slpe..Lrh.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:+54 PSF/-60 PSF Evaluation Reports Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors or ELL@.L4%J3].[? AF 0311C 1 doors with optional impact-resistant glazing are Impact- Created by Independent Third Party:No resistant(large missile impact). Go to Page L'9 © Page 2/3 llncla nett Contact us::701 Alair Sinne Rnad.TallallaStee Fl.37389 Phnno;8S0-4117-187.4 The State of Florida is an AA;EEO employer.[npyNdht?on7-7013 State of Flnrida ::Privacy Statement c:ArrPSSibdity Statemen::Rotund 9ratement under Fiorda W.i,email addresses are public records.If you do not want your a-malt address released in response to a public records request,do not send electronic mad to this entity.Instead,contact the cfflce by phone or by tradmonal mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 0),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address R they have one.Tne emads provided may be used for off¢ial 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 awilable to the public.To determine if you are a licensee under Chapter 455,F.S.,please chck here. Product Approval Accepts: Croda C;mt Safe February 14, 2013 (Revised 8/10/17) 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 1: Drawings for doors with Manufacturing Product Code (MPC) PAN-2FI.53 101348-A-Revl7, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 2: Drawings fotAaors will] MalliifsctLtdng Product Cade {MPC) PAN-21`156: 101348-A-Itevl.7, max. door size 9'0"" x 1.6'0"; +38/-44 PSF (design load) TABLE 3: Drawings for doors with Manufacturing Product Code (MPC)DSIF,:1F171: 101526-A-Rov20, max. door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE 4: Drawings, for oor with ManufElCtUring-eroduct Code (MPC) DSIU-11`171: 104778-RevO3, max. door size 1.6'2" x 16'0"; 4.46/-52 PSF (design load) TABLE 5: Drawings for doors with Manufacturing Product Code (MPC) DSIE-IF471: 104785-A-Rev03, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) 104786-Rev04, max. door size 16'2" x 16'0"; +46/-52 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 ar-e in compliance with these lest requirements of the Florida Building Code. TABLE 6: Drawings for doors with Manufacturing Pr I i Code (MPC) PAN-21`153: 101348-s-Itev17, max. door size 9'0 x 16'0''; +38/-44 PSF (design load) PAGE 1 of 3 FILE:CBPC_130214-A_3 EVALUATION RCPORT Fort CLOPAY BUILDING PRODUCTS COMPANY SECTIONAL GARAGE DOORS,W6-WS TABLE 7: Drawings for doors with Manufacturing Product Code (MPC) PAN-2F156: 1.01.348-6-Rev17, max, door size 9'0"" x 1G'0"; +38/-44 PSI- (design load) { TABLE 8: Drawings for boors with Manufacturing Product Code (MPC) DSIE-1F171,_; 101526-a-Rev20, max, door size 9'0"" x 16'0"; +38/-44 PSF (design load) TABLE_9.�rawings for doors with Manufacturing Pr t1cl_ ode (MPC) DSIE-1F471: 104785-S-Rev03, max. door size 1.6'2." x 1.6'0"; +38/-42 PSF (design load) Test Reports: ATL-0107,01-13 (2/20/13), ATL-1206,01-12 (1/23/13), ATL-0801,01-12 (8/15/12), ATL-0827,01-12 (10/9/12), ATL-0115,01-13R (3/18/13), ATL-0117,01-13R (3/18/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Product Description for doors with MPC PAN-2F153: 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 (Molded). 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, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV. Not all models may be shown on a given drawing. Product Description for doors with MPC PAN-2F156: 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. Sections may have 1-5/16" insulation captured in the cavity of the pan section. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). 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: 76, 76V, 2RST. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIE-1F171: These doors consist of 2" double-skirt insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G-10 DDS per ASTM A653. The maximum section height is 21". These doors may have optional Impact-Resistant Glazing (Molded). 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: 4300, 4301, 4310, I-IDG, HDGL, I-IDGF, 66, 66G, 67, 67G, 68, 6200, 6207., 6203, SP200, SF200, SE200. Not all models may be shown on a given drawing. Product Description for doors with MPC DSIU-1F171: 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 (Molded). Optional Impact-Resistant Glazing is a one-piece injection-molded front frame and glazing. Tile following models are at least structurally equivalent to the tested door: HDP20, HDPF20, HDPL20, 7200, PAGE 2 of 3 FILL-:CBPC_130214-A.3 I; EVALUATION RrPORI FOR CLOPAY Butl DING,PRODUCTS COMPANY SrCTIONAL CARA(;F DOORs,W6—WB i, 7201, 7203, 8200, 8201, 8203, 9200, 9201, 9203. Not all models may be shown on a I given drawing. Product Description for doors wit MPC n$ F-1F47 Lj 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 24". These doors may have optional Impact-Resistant Glazing (Aluminum). Optional Impact-Resistant Glazing is an aluminum front frame and a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: GD2SP, GR2SP, GD2LP, GR21_P, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Tmpact_Resistant Glazing (Molded): 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 Pests: HETI-06-AO02 ASTM G155; HETI-06-T566 ASTM D638 (before); HETI-06-T634 ASTM 0638 (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929. Impact Resistant Glazing (Aluminum) The optional impact resistant glazing is an aluminum front frame and a separate polycarbonate glazing that is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonate materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 90316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sabic IP, exp. 7/17/18) and NOA 12-0605.05 (Bayer, exp. 8/27/17). 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. 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: Scott Hamilton, P. E. ' No 6 2a •'�: Florida P. E. No. 63286 ;XZ Date: 51/t 7 STATE OF .: IIJ PAGE 3 or 3 �����S/0NA` ,_%ON FILE:CBPC_.13021,1-A.3 3 -z%it. EF1P0$ m7is I "EZE' k-ISE&PAML r�ir .SS:)3-q5 t �-EL Z1.11 S 10 N V=)E,S I S-t CA 25 5-h es SA j I 'CD:LS �s '-A I I CLC-4• I EIA, 731.71 -,G i I I IN 4 REV, NO,1 7 i AJ- E N 0. AF IVO: CLO:� . c-;z5s 1 f _ 1 ",2 1 - , - - ICE A., !-RST, :�A,LE;Z�y P_:'j:S7:, FOR kEW LOADS. 40,-EB .2.1 ARBS S!1CR7 PANEL LONS PA'rL I IX 11:1--L 4, IS ILL!:H .-_-AR;:!�YILcjsE:- �If i /7'"S" S C) NTEPI-I'DATE STD ILE EA�� EMBOSS [(3) STILES PER SEVIC% 9-c- III-ERM ST�-E ATTACHED W17H TOO-L-LOC (TO- 30,70M) A%_1 uRETHANz- ADHES -TJDIN4L GLAZING I.-_Y BE OR !'!PACT RMSTAVT (ALONG CEN7E;F,. S- r : (3) TOTAL STILES =ER SEC7iO%. -.) STANOA--D sEcTi-o%, — _,;, =iG :"EL MOM SHc__T 2 :CR DETA'LS. !.VjE:i,7,'-__0IA7-E STILE 2--M-r-Ftl EAC-* E-1.1SOSS, EAC�i S-W,:Nk47D IN-IR1.1 VAX STANDARD SIZE IS :71LE A7-ACHED V47H TO,--L-LO: (TOP & E07TOM)AN:! -:R-THk%r IIA;IAC- M 31STANT ADHMVE (ALONG CENTEP). EX-RA :NTE?:', STI-ES (1) PER LONG PA,,rL, DD--R Hr:GHT v C;* J-BAR GLAUNG. S PER SEC-110N. FIE LD-:%STALLE:)WJ- 4, #8 SMS (PER STILE). _E IS TS-1/2'x11`• �s SECTIS,s YAX OLD 5.7 4 1 6 I A END STILES ATTACHrO 70 DOOR 7'3' TO 8'9' 1 51 8 5KIlq ViCH PATEN7E-0 TOG-L-LOC 6 1 0 M. CEWER). SYS-EV (TOS, 8TO T IN, 1121, :_X 7 END �ING- :2*6' TO 14'0.1 s I I �tiIi� V�N i.I C :4"3* TO 15'9'1 l9 :5 4 X W� C FAX SECTION H_--!�_HT. 21' p SEE IN7ERMED. NINGE -E,.V C. SLIDE SILT LrJ',X G ES PI, Ell <;E END zPTICAL _RAC I ST LE-1ji V_ D.Nr LOCK ON .4 sioE or OR THS OOCR I'MIS OR EXCErDS THE DESVI ILCAW FOR < DO ULTIVATE%%I%D SPEE'S LIS-.ED MOW ArCOZZCVr TO'-IE F_Ok�CA L-3 SOLDING CODE OR I-iE VITERNATONAL SULDNG CCD'(EASED CN Iotj ENCLOSED UPI TWO POINT LOC�4;%G ASCE7-10)FCR IIIE FOLLONI-4 C1,NMONS: :, oci 114TC -RACK INSIDE cLICI-- ECIT El I = SNAP LATCH ENGAGES Lor.< nP7,-',,, GUI. ��G.2) DOOR PAS 2-Or WDTI'1-4 EU-M-45 ENC ZONE. �; , . ANY ROOF SLCP-.AND 4)TMHNO 11.4 Accck:�,&CE Vl,-� ON" VERTICAL TRACK. kVSVVA0%$VA ICS,SITE-SP ECIFIC CALLCULAVONS 3'aA OQ1-1 ROrESSO!,AL WAY C17FER 31S; p ON.- SN,A- LATCH ON— ULT:KZ1- WIND li EACH SIDE OF 07 SPEED I;p-i) I55 160 '80. 155 cI JUT ;PACK 0,'� Exposu" ZATViORY OPTIONAL OUTSIDE KEYED LocAlloa or B.C.r C.D 3,C 3. C BAR I LOCK POSITION OF-- J I-A 1 OuTSIDE END ENGAGES IN ao, 1 -ya) STILE. -MAI I —IP-X- DOOR MDTH 9'-0" !-ANILE EACH DE ;=T HL INSIDE - HAND' OF DOOR 'CLASSIC' SHOP? RAISED-PANEL SHOAT,% LONG 'CLASSIC' SHOT 'CARRIAG:7 Loc-� I IT OUTSIDE V.r-I, I OCK V,117,I L HOUSE' ARE AISO APPROVED. K 0, D-QK-3—P,F? K'\`: 2c I_\: 1111111 HA1,114"11, 0 ...... ;I, j14.5/8"SHEET N 63 1( WE_,AL SCREWS COn MA'iJF- IURVc MM.' F.' C P SHCRT A-M-1. ;:P1-VF--53 LOW; PANEL PAN-1-15c O-P S.F /0, DESIoN LCA 1) 0 tu S,�. O 4 7 3 SIAM OF SELF ov;, OL 04, DOQ 90..V,d VIN�,LCA D 'ATIND Ews cya 0 T ERANCES OH AS�aO SA rM 00.-1 -1 W" TP38 it 01 DEZCRI�710N, CLASSIC AND C!i r;D STEEL P�r N So .U/-44 11sr 4 GA, Ic 1.5 _.ENCL_I�Es -ky Avaq EFY. va SCALE: I's DR., H S.IGN CR: L�E_W_V :N G b1q:_* C-ir-CKED BY SHEET '1'or 1';CC—i- HWILTOW. PE . 16 C. 4�,s FLQ;ZI,_2A IIM%SF NJ _InS Dle.*. NO !0124a `R: 2C 4 + 2 FLOMME, 16107 "-ss:c*z,*!SE:)pz.,!:- E11MI. DC ;S R-MD EliKss LEI f- -� R F0 S! 1,S CA I a, a!c� , 1 2 OF ZONE %5L.s a, :,x F DA T E EECII NO. S-. 5� 172, 7!1 76. CLM�," - .i - , I i 1,111r,u5s Sri: *E1ASQ1. HIS-OR� ON ON.- R-T :P.s, D 4e.4S2 SH-RI ?P%--L `L, V PACT-R:_7SIS-i A%17 C014STRUICTION: 5cuO DOORS 'l10 %DOORS-e.':',H CP710I.41, ARE CPTt0\AL :)SB OR AC'R'-,C L17ES A-A:LAeL, OPT,CNA� ACITYLIC OLAZIM:j IS - ESS All', CFMCILAL IN P,%YCARBY;6--,E r ON7 FRAI-Ar A:;D PLASKDL17--- OPTIX OR L,C TE CP A--PR'VED C,-p IVZAC I-R- I GULAZIN�-IS OE LEXAN S-IX243271,AN AP=;Ovib C,2 PLASTIC'IN A,�CCLA%CE WTH 250C LASLS 114 A^COR:�ANC-r •A-TH ln/-cc IaClrer, 2A-0 6 AND APPROVED 'AIT- FBC .OVED CI PLASTIC IN ACC A 1572 T- D.*TIFE DOOR -'SSEL'8L'f '.STALLED IN OWPLIANCE 47--1 Tm;S S-Clir,'K PIPE'S THE T).E DOOR ASSEYSLY I!jSTALLED IN COMPL,ANCE '40H THIS SECTION VEETS t�,,WD LOA3 OF T--- FLFZRCA E-QILDJ4G CO'{ OR IWERIL41101,,', -vUj-1v,-G TS Q THE BUT DQE-- NOT vEET -,,I- IMPACT RESS-A%-, KOtPREMINT FOR vil?,IDBO-NE C-SPIS V.:.,D LC _rj F . FLORIDA B'JILO%G CO',7 A',:) NIERNAZONAL EVECII MA'-L-MISSILE IV.-ACT RESISIAr�T. I AND IS LA:iC;--- AND S REGICHS (REF. CHAPTER 16 SECT31,J1 9-B (1fVPAQ7-RES-S TMIT QLAZI,\�; GPTi0N) S:-.Q-110N 2-3 N0;,'-MPACT RESIST/.NT CLL%Z.PaC CJPT10�4) FR:,NT FRAME W17-H U%,. COA:,'I%r 0!, 007,S:X S-"-ACE I.OTE THAT FRONT FRA11.7 :S ILARROvIER 'APA'1-T-o`SS!A.'qT FRAgi. -N Mi-71:1JRP r C .4GH 8^7,0!APE IOECCRA-W IRINT rA'AC-- T7 12M STRUC7URAL SMCON"S'--,',LzrN4 LITE RETk!IrR. �A% SCREW METWE7141 ST-r'.S�.iu A.4D RAME IVF C7 RLSSwr j ilo SCP7'-%$,PER LITE) C,,� , �_p ECE W-E.", PYS1Y;E%E FE7LI-47, c MCC v7 CEO C.- FA�T D TO FRAVE .I MA (10) Fa . 3/4'FAN [AD ;O.'C E3 'S. �Fi SLA:1Z. IMPACT-RES!STAW ASSEMBLY DET STANDARD ASSEMIDLY DETAILS DRAWING 101348-A DRAWING 101348-B i 1 ,,,�TI'Llnl/lrl ' i HA Z1, =rc:,QCT ZEDF P104E- PA 153 G rg,',EL F*.l 2F* 6 DES'G,% LCAD3; -4-0 PS.r . A' 'AF :0 STA MEF :L-,T Lq- LES F k-F!Lo FLS.F, %C.: N, 0 luclopay 1-7 • A-�6 DP -8i o� 0 Fj I'D le..,. "o !��51Z-7>C-+.a} C;, T::C.nU�OTr.l /()NALS ICESCRI-710N. -LASSIC A11D CH P S1,EE, �A,; SC FIB. vo �v�,, —TDATE: V•5/95 N-S D,'jE: B (SCOTT: HIM01' P.F S17 'Is A"s ('37 F LL 00 FR 0®0., PR(0)G Uri 11-2%p F M Oo /A- REVISI CNIS L 21 CA aS CA 25'A aS CA I =s Gkj �. 4 75 76 CL, .C, ZONE: OA=: I AppvD I DESCR,P. I�E A-- 140ST. 4F.1 6:!Sr I �RST :lLLZFl GOSS — S-,CRY ON SyEEI CI-Z $ '41`.�L I LCI.PA-M D "LCE_ 4E IS rLc:SA 'CA,A:c 'cusE. --A:; _'flCK 20 �A. GAL3" TALL V-IV c71 PzNCL L::'4,5 P4'CLI uipl. STRE!-�LF-1 So 'S. I ?/S' 3/8"x3 AG FRAM.- CENTEPS. 1-1/8-OA 'NAS-ER RECUI�Ea_ L;Z SCRE*S VAY I ACE MOUNT:11's SURF BE COUNTERSUNK (EU7 NOT --_2UIRE[;) TO PRCADr A FL St I HORIZONTAL i'vac CO '1*7'RAJIS"'R LOAD 12 GA. GZLV- STEEL -,,P ROLLER BRACKE7. EACH 3/8"-3SLEEVE ANCHOR BOLTS CV 22" CENTERS (2.030 ;:SI MIN. CONCRETE). BRAC.;El ATTACHED ?,/(t' %'CLUDED'8,7-SLEEVE ANCHORS 814x5/8" SHEET IJE74L OR I S-REA" 1/4'.3' TIAPCON SCREWS Oil 19' CENTERS (2,000 PSI Ixu. CCNC;.ETQ --R, IT' CENTERS CA. MIN. G-40 QGA!X. -S�ilr L-P JO STS. N-9-CLOC.-O.'l- O.D. WA&-PS REC-t:,77_:;it T-: APCCIS. �l li 7 STEEL SK*J 1717�- 4 ANICHOPS MAY _-- C-1-UN72RSUN-C (BUT NCT *RECUIRED) TO =:iCljlD_r A -LUSH MOUNTING BAYED-ON PP.:'.'-R AND V SURFACE. HOR26riTA-, A BZED-CN �0'��-MC:j S 00 140T TRANS-ER LOAD ,0;1 COAT AP'JED TO GA. CAM STEEL END H:NG7 SER t!2 e0-I-. SIDES CF STEEL - EACH GjRL7124 : REFER TO DAS%1A A LICENSED DESIGN TO E,113 ST�'�ES Vl/(4) aROFE5510'cAL NAY ALSO g'_ El.'rLOYED TO A-PROv;_ ALTERNATE FASTENERS AND/DR jAM.B qiAx5/`S' S�.-_;_T VETAIL SCREWS lz (4) C0.%F10LIRATIONS, 1/4" SELF TAPPING ScREv-,S. PPERARAT-ON OF ,AVE-S BY 07H:'.:<S Nom' THE DESIGN C. TI-E SUPPO-Allf,', STRUC-,UPA-- ELE_v'__`r�S SMALL BE THE RESP0.NTH;='LIT-r OF THE PROIFESSIOW'-L 04" RECORD FOR 1.-4-- 3'OR STRUCTjR- AN, 3' TALL x 20 GA. GA�',' STEEL- �;-EARS IN ACC3R;_AN1--_ VvI7.-i CU:<RENT -_-UIL'%G CZ!Drs FOR T"E LOADS US-ZED ON W-5 DRAI.VING, IN A 2-1-2- PA—ERN 7v* U-EARS ON BOTTCY S-EC-1101c, 011-Z U-CAR ON NEM S--CTfDj<. ETC.,. EACH IjBAR AT7ACHzD WITH SELF ',A'P'.%,G SCREIvS PER STILE LOCATION E3 13 GA GALV. STEEL BOT70m 'RACKET. ATTACHED V.-ITH (2) S,,EET LIE-AL AL*,;-.l.ISIU%l rXTRUS.014 Mit, At.A. "i SEC7JOh A-A tS D- & .. . ...... N 6- UrLCMI%3 FR:)nV:T CCr,-1 ZAN- r '3 -0 70 sr, AD -44,D-P_S,F- LONC; PAN '5 Tl$_Tlc"0-'ZCS- "'3"'IR Sp'. 6.D P.S.'. J=ART N:�.: l;/AL St.�. I - WINZI.CAD STA E OF M, 71 ql,".4 mclupa S;9--- y 'T'i ft.!Q ...... o - o'l I Pwk,;F=n �a 6 LP,8 i ";,,;,'0 N A L. -RIPTION!: ZLLSSIC AND C111 ZP STC-- =-'% SC -�61-44 PS-- JOESC I DATE. 3/15/;S 1 SCI-LE: '05 1, i DEESIGN EN3V\E--_R- Colo =R' rRAMR4 BY, MW G. 4ECK"D BY. LATE. 3:Sk-.,EET ! C"- JiIZE: SCOT- A!RTC PC 1011348A/3 AIS F L GOR9 9 0 A 15-1-11 R DD U C 7 A,VP_ I P P FROO Yl A L 16-5�0,F r&VEL CYRDSS -1-PS Gz, ;Is r:4 V.I.- S Z! C'A 4, F 4 7� -v. &0.1 —A,44 - 1 -'7 ! K5:IRY "N SHUT 0,;- -- . I 1Z.7!1 jzsT, 41'.t C'PST ZPST I I t3tk fffff L j fBI Ae"I4p5s %U4. �LL'z�-AfirL' -AL r.- --t PZZ.L rLJ.�' r:j:[' I D I SNL PhE -c'N1 pz-a .kcx arg 30;C^L!.IERRALkICE ' 13 SA.CPV.STEEL FLAG SkA'K-T A11IC:-IED',D SLIP�CIR-By CDCp I ALL. -J:� r) jWs V16,x Ll's S�i;icvs 'v4E!G-T Y -R P,-E-S _6 7 7'-OA"A' 2�i SIP JAVZ S--- STCP 7'-I'i co" rul Ua"E" �A rZLV 'L�. END 5 LI '.-E CPENINZ C^ES S.A.It-N E n'Oc Aq, kllv�37 �C4:R 2-G-LV ST.", Z-1/2-X 12'jA GAA --I-EL--- IRACK eAAC,�VS FASIZNEC 70 'i:L Ff.- 40J:):A'A-.S IAJIH 5/6"X 1-5/6 �-7"-6-IC RC.Mv je.CA GALV 5 ZVITER H%':-E NJTAs-r NEZ 70;%TEA S7,LES VvAz)EACH —AL SZ.F14MS FAS-EVER #1.r5/S^S4EET v- -IF x 12 CA-A-v, C-JD S-"us Av"') c vrlk scrlrvls AND 2) 114'�U`IAPPNG W-WS-CA E*4:I"Incr, 3 VA StCct'RACV ASICNEO TO �2 GA GaL-o STE'"=n"ep.-II.Els -1 C�Tt�:F 2) 1/4-CIA RvCIS OP 2" -A 7-112'L::I.C; S-CV 13 EA-L STEEL P..^,LE;Z MTH 57-1.Oq .I:01 ECLI !,I;ur-E TRACK BR--'KE 0 =A;A7�rj'. 4 L-R aRAC'irll 3/4-'Elf SC:ZE :i' A'AILA=L--- �WIZ�h7AL E3 L HAM14 0.......... 'k, No 6-AS., -4--13 PS r DESiQU --(,A:,'$: -35 0 P 5--� - PART NC: II/A HSI --57 C P. IIN:LDAD S T s F 114U w's stli-':t�—1. 1;lopay W-6-, D P3:'E5 C)R 0- tt 0.31 DO 0* DE5::Z1p-'ION: CLASS�c Al", C'4 Zip S-CZ- PA14 S, -";,',,/OIA-N 0 ...... C�D ERF47v-N8'':>.m: ID4,E; t C-i-ECKED 5y: C.AT- J�$'jE'C7 4 OF' 15IZf B &_0P A_IAr Z;'41-- .25 A L 2 F L UP M]DD A P R CO)ZE)