The URL can be used to link to this page

Home My WebLink Aboutproduct approval 8/9/2018 Florida Building ode Online 7- .lx 3 BCIS Home Login User Registration Hot Topics t Submit Surcharge Sats&Facts Publications t Contact Us BCIS Site Map Unks Search �� flaa Product Approval USER:Public User g. Product Approval Menu>Product or Application Search>epplication List>Applicati n Detail a �. � FL# FL161074.10 Application Type Revision i Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Clopay Bu lding Products Company Address/Phone/Email 8585 Duke Blvd. Mason,01-145040 ' (513)770-6062 mwesterff Id@clopay.com Authorized Signature Scott Han Ilton shamilton clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior D ors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Scott Harr ilton Evaluation Report Florida License 'PE-63286 Quality Assurance Entity Intertek Testing Services NA,Inc. -QA Entity Quality Assurance Contract Expiration Date 12/31/20 0 Validated By Gary Pfue ler Validation Checklist-Hardcopy Received Certificate of Independence FL16107 11,10 COI Certification of Independence of Validation Entity_ Gary Pfue ler.pdf FL16107 11,10 COI Statement on Independence of Evaluation Entity= ScottHami ton 120424.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DA MA 108 2005 ANSI/DA MA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards hfps://www.florida6'uilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvyf4ngAXh109a pgetu2%2f5n8XnBD2%2fVo8JculDX01V%2fA%3d%3d 1/5 8/9/2018 Florida Building Code Online Certified By Florida LiCE nsed Professional Engineer or Architect FL16107 R10 Equiv 20170809-FBC- DASMA 108 equiv.odf FL16107 R10 Equiv 20170809-FBC-DASMA 115 equiv.pdf Sections from the Code Product Approval Method Method 1 ption D Date Submitted 08/10/2017 I Date Validated 08/14/2017 Date Pending FBC Approval 08/16/2017 Date Approved 10/10/2017 Summary of Products Go to Page 12 i Page 2/3 FL# Model,Plumber or Name Description 16107.21 21 W8-16 DSIE-1F471: GD2SP, Double-skin Insulated.EPS (exterior skin 27 ga, min.; interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga. min.) Double-Car(9'2"to 16'2"wide)WINDCODE® AR2LP, ED2SP,ED2LP,4302,HDGC, WS Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305,HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved,for use in HVHZ:Yes FL16107 R10 II 104786-Rev04-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 RIO AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400,4401,. Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4301,4300,4301,4310, HDG, skin 27 ga. min.) Single-Car(up to 9'0"wide)WINDCODE@ W6 HDGL,HDGF,66,66G,67,67G,68, Garage Door with Optional Impact-Resistant Lites SP200,SF200,SE200,6200,6201, 6203 Limits of Use Installation Instructions. Approved for use in HVHZ:Yes FL16107 R10 II 101526-A-Rev20 signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed (V_ult): 170 MPH.Solid doors or FL16107 RIO AE CBPC 130214-A.pdf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-1F171: 4400,4401, Double-skin Insulated EPS(exterior skin 27 ga. min.; interior 4300,4301,4310,HDG,HDGL, skin 27 ga. min.)Single-Car(up to 9'0"wide)WINDCODE®W6 HDGF,66, 66G,67,67G,68,SP200, Garage Door SF200,SE200,6200,6201,6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 101526-B-Rev20 signed.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RSO AE CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-217153: 84A,94,73, - Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE®W6 Garage Door with Optional Impact-Resistant 6RST,6RSF,48,42,55,48B,42B, Lites 55S,GD5S, GD5SV,GR5S,GR5SV, AR5S,AR5SV,ED5S,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 II 101348-A-Revl7-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/-44 PSF Evaluation Reports Other:Max.Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.pdf Created by Independent Third Party: No haps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh109a pgetu2%2f5n8XnBD2%2A/o8JculDX01V%2fA%3d%3d 2/5 819/2018 Florida Building Code Online doors with optional impact-resistant glazing are impact- resistant(large missile impact). 16107.25 25 W6-09 PAN-2F153:84A,94,73, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) 75, 1500, 190,4RST,4RSF,4F, WINDCODE@ W6 Garage Door 6RST,6RSF,48,42,55,48B,42B, 55S,GD5S,GD5SV,GR5S,GRSSV, AR5S,AR5SV, EDSS,ED5SV Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II_101348-B-key17-sigpgd.p f 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 PSFI-44 PSF Evaluation Reports Other" Doors with standard glazing meet the wind load FL16107 R10 AE. CBPC 130214-A.pdf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions, 1610 .26 26 W6-09 PAN-2F156:76,76V,2RSTJ Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO II-101348-A-Revl7-si ned.pdf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max.Wind Speed(V -_ult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130214-A.pof 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,2RST Steel Pan(min. 25 ga.)Single-Car(up to 9'0"wide) WINDCODE@ W6 Garage Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 RIO 11 101348-B-Revl7-signed.pdf Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure:+38 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130214-A.pAf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. 16107.28 28 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga, min.; interior 2053,4050,4051,4053,62,64,65, skin 29 ga. min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 RIO II _104814-A-Rev00-slgngd.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: +36 PSF/-44 PSF Evaluation Reports Other:Max.Wind Speed(\L-ult): 170 MPH.Solid doors are FLI6107 RIO AE CBPC 130423-A.pd impact-resistant(large missile impact). Created by Independent Third Party: No 16107.29 29 W6-09 DSIE-1A171: 2050,2051, Double-skin Insulated EPS(exterior skin 27 ga, min.; interior 2053,4050,4051,4053,62,64,65, skin 29 ga.min.)Single-Car(up to 9'0"wide)WINDCODE@ W6 62G,62LG,64G,SDP38,SFL38, Garage Door SRP38, 134, 135, 136,6130,6131, 6133 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R10 II 104814-B-Rev0_0-sjqned.pd Approved for use outside HVHZ:Yes Verified By:Scott Hamilton FL PE 63286 Impact Resistant:No Created by Independent Third Party: No Design Pressure. +36 PSF/-44 PSF Evaluation Reports Other:Doors with standard glazing meet the wind load FL16107 RIO AE CBPC 130423-A.pAf requirements of the building code but DO NOT meet the impact Created by Independent Third Party: No resistant requirement for windborne debris regions. I 16107.30 30 W6-09 DSIE-1F471:GD2SP, Double-skin Insulated EPS(exterior skin 27 ga.min.;interior GR2SP,GD2LP,GR2LP,AR2SP, skin 27 ga.min.) Single-Car Cup to 9'0"wide)WINDCODE@ W6 AR2LP, ED2SP, ED2LP,4302,HDGC, Garage Door with Optional Impact-Resistant Lites 6202,MFC68,4305,HDGR,6205, SFR68,MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R10 11 103954-A-Rev05-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 PSFI-44 PSF Evaluation Reports Other:Max.Wind Speed(VLult): 170 MPH. Solid doors or FL16107 R10 AE CBPC 130423-A.pd I Created by Independent Third Party: No https://www.floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDqvyf4ngAXhlO9 Ypqetu2%2f5n8XnBD2%2fvo8JCuIDX0IV%2fA%3d%3d 3/5 (I D` REV LATE DESCRIPTION MODELS E7 GA SHORT 27 GA FLUSH 27 GA LONG ODOR HEIGHT SECTIONS TNS DOOR MEETS 0" EXCEEDS THE DESIGN LOADS FOR THE 00 6/2073 WAS DRAIVII4C 101654A8-REVI4. UP TO 7'O' 4 ULTIMATE WIND SPEEDS LISTED SELON ACCORDING TO THE FLORIDA CLOPAY 2GSG.4050 2051.4051 4053,2053 BUILDING CODE OR THE INTERNATIONAL 6UILDING CODE(BASED ON 7'3' 'e❑ e'9' S ASCE7-10)FOR THE FOLLOWING CONDITIONS: 1)ENCLOSED 9'0' TO 10'6" 6 BUILDING,2)DOOR HAS 2'OF WIDTH IN BUILDINGS END ZONE,3) HOLMES 62,62G,62LG. 65,6131 64.64G,6]33 ANY ROOF SLOPE. HAS a)7ESTANG W ACCORDANCE WITH 6130 10'9' TO 12'3' 7 .ANSI/DASMA 100.SITE-SPEGAIC MCULA71014S BY A QUALIFIED IZ'6' TO 14'0' 8 O-ESSNI PROFESSIONAL MAY DIFFER. IDEAL SOP36, L35 SFL39, 136 SRP3% 134 14'3' TO 15'9' 9 ULTIMATE VINO 1610, 10 SPEED(MPH) tB, jC,D 155 ]65 175 190 OPTIONAL 1/6"ACRYLIC OR DSB GLASS UTES AVAILABLE.OPTIONAL ACRYLIC MAX SECTION HEIGHT 23' EXPOSURE .c.D B,c B,tGLAZING IS PLASKOLITE OPTIX OR LUCITE CP A.PROVED CC2 PLASTIC IN CATEGORY1POUND DENSITY ACCORDANCE WITH IBC/FBC 2506(SEE SECTION B-B).SHORT AND LONG EXPANDED POLYSTYRENE12 CA GALV.STEEL TOP BILLER UTES A PROVEC.GLAZING IS NOT IMPACT RESISTANT. MEAN ROOF HEIGH75' 25' 15' 30' FOAM INSUTATIDN LAMINATED 9RACKET. EACH BRACKET ATTACHED r--B A TO BOTH EXTERIOR AND } WITH(4) 114.5/6"SHEET METAL _ INTERIOR SK1N5. J SCREWS. IMPACT-RESISTANT ASSEMBLY DETAILSVERTIC4L JAMS A7TAGPMENT(GROUT-FILLED CMU BLOCK OR iYr--=31 I'�—=--'TI If==—�I IR'I=--�I D78AVAI'de 104®74-6 2_000 PSI MIN.CONCRETE COLUMNI: III✓ q III IIIA y Ill Illk /III Ill 0 Ill SEE ENO NAGE DETAIL 3/9'.4"SLEEVE ANCHORS(1-1/2"EIABED)ON 20'CENTERS 27 GA STEEL MIN.EXTERIOR I;m ESISTANT CONSTRUC71ON: L==____J L_ J L ==--J 2,000 PSI A." CONCRETE) OR 1/4".3"TA CON SCREVIS ON (1i1 RA21AG)ARC MPALT-RESISTANT.1HE ( SKIN WITH ON PRIMER ANDIA SEE INTERYEO. ASSEV3LY INSTALLED W COMPLIANCE WITH TNS 1Y CENTERS(2,000 PSI MIN.CONCRETE)OR 9, CENTERS BAKED-ON PTUMER ANDA 14 CA GALV.STEEL ROLLER I o 11----T 111 ---- 1 I I ---- 1i I --- III WAGE NETNL SECTION MEETS THE UNDID LOAD RECUIPEUENTS OF THE (GROUT-FILLED CMU BLOCK).WASHERS INCLUDED WITH SLEEVE aAKEO-ON POLYESTER MNG_EACH FASTENED TO I 1 I I 1 1 III I I 1 1 FLORIDA LR1R1kNC CC AND INTERNATIONAL BUILOIND CODE - PAINTED TOP COAT. I I ! I 1 I I AATi s V.RCE-AND L LL-MISSILE DIPACT RESISTANT. ANCHORS, 1'O.D.WASHERS REQUIRED WITH TAPCONS.ANCHORS ERO STILES W/(4)/14.5/8' L MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE A SHEET METAL SCREWS AND WzFLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT SC t/4'.3/4'SELF bFPIIIG NOTE; TRACK CONFIGURATION TRANSFER LOAD. CR�YS. ABOVE THE DOOR OPE"' TND P(kNT LCC.IND DOES N07 AFFECT THE WIND TONGUE AND GROOVE JOINTS. W-10 TRACK T SECT A-A -- LOAD RATING OF TNSDOOR. HoRma&TRACK SUPPORT BY DOOR IM1STAttER(TO SUIT) NOTE:FOR DOORS OVER 8'-G" SOLE —E BOLT HIGH,TRACK CONFIGURATION SMALL IN IL I LOCK ENDADEs NOT EXCEED MA%IN.UM SPACING TRh^.K.OR• R0710EO-CONSU PA 60 KSI BARS IN 2-1-2-1-2 :LAK OM- MORE DETAIL IF ROD. EACH HINGE LOCATION WITH(2) OPTIONAL OUTSIDE KEY[D A "° 1/4".3/f'SELF TAPPING SCREWS. LOCK EOStTWN OF DODR. 13 CA GALV.STEEL RAG BRACKET. _ FACN FASTENED TO WOOD.'AMB WITH 1-3/B"Ti11CX lMIL COOT MYTH 4'-N RLSICE SLOE BOLT f3J Sftfi'al-5/B'WOOD LAC SCREW. , INsmE FLEVATIDN tOCr OetaN 13 GA,CALV. STEEL BOTTOM BRACKET. (SHORT PANEL SHOWN) TRACK CONFICURAI, ATTACHED WITH(2)#14.5/B"SHEET METAL SCREWS. 29 CA STEEL WN. INTERIOR SKIN scup ww EM.aOEs WITH G-40 GALL BAKED-CN LIMO VERTICAL TRACK NOTE-DOUBLE TRACK VFRTICAI 'AMB ATTACHMENT(WOOD FRAME BUTLDINGSI. PRIMER AND A BAKED-04 PO PEST= EIA ONE SNAP LATCH DH a LOW HEADROOM IS 3/9':3'LAG SCREWS(1-i/2"EMBED)ON 24 CENTERS. TOP COAT. STILI EACH sKlE o<LgoA. AVAILABLE AS AN OPTION LAG SCREWS MUST USE 1'0 D.WASHER. LAG SCREWS MAY BE(BUT NOT REQUIRED)COUNTERSUNK TO PROVIDE W,STEEL:RACK. A FLUSH MOUNTING SURFACE.HORIZONTAL JAMBS DO NOT ALUMINUM EXTRUSION 1'CA TRACK .STESS:.06N' TRANSFER LOAD. h VINYL WEATHERSTRIP. cut ME N°11 OUTSIDE KEYED END G HANDLE 674.E STANDARD ASSELlBLY CONSTRUCTION: LOCK BFR z M.2-t/2,x11 CA GALV.StEEL TRACK BFACKET. C�TICNI+.OTB OR 1/B'ALYRUC LITES AVAILABLE.OPTIONAL \\\ `f HAIy AAy ' ENTICES W i ACRYLIC GLAZING IS PLASKCUTE C?X OR LUCITE CP ♦ � �[ � ) INSIDE Hu:OtE (f)TRACK BRACKET PER SIDE UP lD B'.DLSTADCE ♦\ O T , TRACK ON " SETAEEN BRACKEIS 1.^.T To EXCEED 30'O.C. APFTMVEO CC2 PLASTIC W ACCOADAVCE WIN 0C/TUC 2E06. ,♦ Q ••'e'AE"jys 0 t OU151f!E KEYED LD[it EAC DOOR SIDE flyjSiR rFrFn L( K o THE EIRIRE DOOR ASSEMBLY UISTALLEO IN CCNPLNNCE W O' ♦ LOCK R9?LOCM-1 OF ICOR SNAP IATGH TOCK OPTFJK I DOORO 7' .• �••'�• i .IVIS INS SECTION MEETS THE MND LOAD REOUNEMENIS OF IKE {4}#74 SHEET METAL SCREWS FLORIDATILTDo BURCAG ET T II!ACT RESISTANT EUILOND CONE ♦ NO 6 B'JT DDFa:NOT MEET TME IMPACT RESISTANT AEOUWEMEIR $ c STANDARD ASSEMBLY DETAILS FOR W =RRE DEBRIS REII(RET.CHl TFA 16 T} Syf '�•S* e-/ m DRAWING 704814.19 FBCASC). FRONT FRAME WITH U.V. '. STATE OF LNR TO?BRACKET DOUBLE HORIZONTAL COATING ON OUTSIDE SURFACE. i O'• SCR RE C I TRACK S. /4 GA. END HINGE CIA. SELF TAPPING G0."'RERMFOIATE HINGE II ��sSiO. .. STOP MOULDING BY COOK IGLAZIN�TT DESIGN ENGINEER: INSTALLER(TO SUIT) MOLDED INSIDE SECTION 9-e 8.3/4-PAN HEAD SCREW SCOTT HAMILTON, P.E. 20 GA. FLORIDA LICENSE No. MIN.GALV.STEEL END STILE LITE RETAINER. MANDARD GLAZING(NOT IMPACT RESISTANT) .63286 DESIGN LOADS: +36.0F.S.F.&-44.0 P.S.F. 12 GA.GALV.57550 TRACK NOTE:THE OESICN OF THE SUPPORTING STRUCTURAL ELEMENTS TEST LOADS:+54.0 P.S.F.& -66.0 P.S.F. BRACKET FASTENED TO WOOD SHALL BE THE OF OF THE PROFESSIONAL OF JAMB WITH 014E 5/16"rl-5/6" I RECORD FOR THE BUILDING OR S7RUCTL'RE AND IN ACCORDANCE WOOD LAG SCREW'PER BRACKET. 79 CA MIN.GALV.STEEL CENTER HINGE Y117H CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS ORAWING. FASTENED TO BACK OF DOOR W/t(4) MNtF.CI.-PRGMKT cILK v:I1DLWL RATING. MAx.S1ZE 2"GALY. STEEL TRACK EACH#14.5/B"SHEET METAL SCt)EWS. �RE I®�� CLOPAY BUILDING PRODUCTS-COMPANY MPC:DSIE-1Ai71 .2 FASTENED TO TRACK BRACKETS. �I.GA.GALV.STEEL ROLLER HINGE I 8585 DUKE BLVD. D,;G. 415 DP..6 9D . 160' EACH BRACKET ATTACHED WITH ONE FASTENED TO END STILES W/(4) EACH MASON, OH 45040 7/16/96 DESERIPTi0N1 1/4"x9/0"BOLT& NUT gj2 X14..5/6'SHEET METAL SCREWS AND _ _ _ _ _ _ TWO 1/;'RIVETS, (4)1/4"x3/4"SELF TAMPING SCREW'S. '- L,Wrry+- - MODEL 205D/4050/A053: 36 PSF DESIGN Building Products (513) 770-4806 ORAMNGN1111R. SECT C-C 2' 10 BALL SHORT STEM STEEL ROLLER CHECKED BW B iO4B14-A/B WITH STEEL OR NYLON TIRE. Company CI..,C.rp-6-All 154 R.ur.ee. 1 FLOR01% PRODUCT UCT APPROo OVAL 16107 April 23, 2013 (Revised 8/10/17) Evaluation Report for Clopay Building Products C mpany Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as hown on the drawings listed below. I have reviewed the test reports, which were gen rated by accredited laboratories as required by the relevant Florida Administrative ule, the engineering rational analysis, and the product drawings, The test reports are If ted 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 4, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-20 2 and ANSI/DASMA 109-2005. Missile Impact and Cyclic Pressure Tests were conducte in accordance with TAS 201-1994 and TAS 203-1994 and ASTM E1886-200 and STM E1996-2009 and ANSI/DASMA ' drawings 115-2005. The pressures listed on the ; re either direct results of these tests or results obtained through engineering rational nalysis based on actual tests, I have concluded that the door designs listed below in ables I through 4 are In compliance with these High Velocity Hurricane Zone test req frements of the Florida Building Code and therefore are qualified as impact-resistant a semblies (large missile impact). TABLE 1: Drawings for doors with Manuracturin Product Code MPC) 1) :0,:; + 103954-A-Rev05, max, door size 9'0" x poll 1 36/-44 iis-F—(design 'load) 104119-Rev04, max. door size 9 X 1 '0"; +54/-60 PSF (design load) TABLE 2: Drawinas for-drmmith-Manufacturinil Product Code (MPQ DSIE-lA!71:' 01 oll 104814-A-Rev00, max. or size 9'0" x ; +36/-44 PSF (design 'i BLE 3: Drawings for doors with Manufactur:'Product Code (MPC) PAN-217443: 103488-A-RevO7, max. door -size—910" x off; +3V/-44 0sF__-(d_e5__ign To,ad I Off 104790-A-RevO7, max. door size 16'2" x 11 +38/-42 PSF (design load TABLE 4: Drawin I as for doors with Manufacturinl:Product Code (MEC) PAN-2F446: 103488-A-RevO7, max, door size Y; +38/-44 PSF (design To—ad) 104790-A-RevO7, max. door size 169:20: xx 11 0' "; +38/-42 PSF (design load) TABLE 5: Drawn ies for doors with Manufacturinil Product Code (MPC) SPO-2F449, 104790-A-RevO7,-max. door size 16'2" x 1 _0"; +38/-42 load) For the doors in Tables 6 through 10, sure 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 5 through 8 are In compliance with these test requirements or.the Florida Building Code, PAGE 1 OF 3 FILE: CBPC_130423-A.4 n EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SE IONAL GARAGE DOORS,we-w8 ABLE 6: Drawin s ford ors with Ma ufacturin Product Code MPC DS 1.03954-8-Rev05, max. door size 9'0' x 1.6'0"; +36/-44 PSF (design oad) TABLE 7; Drawip-qs or doors with Manufa pgd Cade (HIPC) DSIE-iF471• 104814-S-Rev00, max. door size 9'0" x 1 '0' ; +36/-44 PSF (design load) TABLE 8: Drawings for doors with Ma ufacturin Product Code : 103488-8-Rev07, max, door size 9'0" x 1 '0' ; +38/-44 .PSF (design load) 104790-3-Rev07, max, door size 16'2" x 1 '0"; +38/-42 PSF (design load) TABLE 9• D awin s for doorswith Manufacturin Product Code MPC PAN-21:446, 103488-8-RevO7, - 103488-8-Rev07, max. door size 910" x 1 '0"; ;38/-44 PSF (design load) 1.04790-B-Rev07, max. door size 16'2" x 16'0"; +38/-42 PSF (design load) TABLE 10: Drawinas--for doors with Manufacturl io Product Code PC SPD-2F4 104790-8-Rev07, max. doer size 1,.6'2" x if '011; +38/-42 P50 (design load) ATL-0115,01-13R (3/18/13), ATI.-0117,01-13 (3 18/13), ATI.-0102,01-13 (2/20/13), ATL-0304,01-13 (5/1/13), ATL-0308,01-13 (5/1 13), ATL-0213,01-13 (4/29/1.3), ATL-0326,01-13 (5/1/13). These reports locum nt compliance with the TAS testing standards and are signed and sealed by David 3 hnson, FL PE 61995. Product Desc 1 tion for doors i•h MPC IE-1F 71: These doors consist of 2" double-skin Insulated sections with an EPS core laminated to both skins, Both inner and outer sk ns are min. 27 ga, (0.016") G40 per ASTM A653. The maximum section height Is 24" These doors may have optional Impact-Resistant Glazing (,Aluminum), OptionalImpact-Resistant Glazing Is an aluminum front frame and a separate polycarbo ate glazing, The following models are at least structurally equivalent to the tested dao : GD2SP, GR2SP, GD21-P, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 62 2, MFC68, 4305, HDGR, MFR68, 6205, SFR68. Not all models may be shown on a given drawing. Product Description for doors withP DSIE-1A 71: These doors consist of 1-3/8"double-ski insulated sections with an EPS care laminated to both skins. Outer skin Is min. 27 g . (0.016") and inner skin is min. 29 ga. (0.012') G40 per ASTM A653. The maxim m section height is 21". The following models are at least structurally equivalent to the tested door: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 64G, 65G, DP38, L38, RP38, 134, 135, 136, 6130, 6131, 6133. Not all models may be shown on a iven drawing. o ct Description for doors with MPC PAN-2F4' 3: These doors consist of 2"thick steel pan Ooors with min. 24 ga, (0.022") outer skins. The steel skin is at least G40 per ASTM A 53. The maximum section height Is 24". The sections may have EPS foam in inserted into the pan cavity. These doors may have optional Impact-Resistant Glazi g (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame an a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G4S, GS4, GD4S, GR4S, G4SV, GS4V, GD4SV, GR4SV, E45 ED4S, E4SV, ED4SV, MR4S, SS4, AR4S, MR4SV, SS4V, AR4SV. Not all models may be shown on a given drawing. PAGE 2 OF 3 PILE:CBPC_130423-A.4 i t« rt EVALUATION REPORT FOR CLOPAY BUILDING PRODUCTS COMPANY SE ZONAL GARAGE DOORS,W6-^W8 Prod uct-DeSCdDtion for doors with MPC PAN-2F4.16: These doors consist of 2" thick steel pan doors with min, 24 ga. (0.022") outer skins. The steel skin is at least G40 per ASTM A653. The maximum section height is i 24". The sections-may have EPS foam insulation inserted Into the pan cavity. These doors may have optional Impact-Resistant Glazi g (Aluminum). Optional Impact- Resistant Glazing is an aluminum front frame anJ a separate polycarbonate glazing. The following models are at least structurally equivalent to the tested door: G4L, GL4, GD4L, GR4L, G4LV, GL4V, GD4LV, GR4LV, E4L, D41-, E4LV, ED4LV, MR4L, SL4, AR4L, MR4LV, SL4V, AR41_V. Not all models may be shown on a given drawing. Product Descriptign for dogr5 witt; MPC SPO-2F449, These doors consist of 2" thick steel pan doors with min. 24 ga. (0.022") outer skins. The steel skin Is at least G40 per ASTM Af 53. The maximum section height Is 24". The sections may have decorative overlays. The following models are at least structurally equivalent to the tested door'. GHnn GHRnn, GHRvnn, Senn, SPVnn, SMnn where "nn" represents the configuration of the overlays. Not all models may be shown on a given drawing. Impact Resistant Glazing (Aluminum): The optional impact resistant glazing Is a aluminum front frame and a separate polycarbonate glazing that Is an approved C1 plastic in accordance with testing required by FBC-B 2612. Approved polycarbonata materials are Sabic IP Lexan 9034 (versions also approved: MR10, 9030, 90318, 9 316, 90317, 90311, 90314, 90355) and Bayer Makrolon GP (versions also approved: SL, AR, 15). Approval based on review of NOA 13-0717.01 (Sable IP, exp. 7/17/ 8) and NOA 12-0605.05 (Bayer, exp. 8/27/17): Limitations: The drawing(s) cited above are an explici 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. i 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 to ds 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 lice sed design professional listed on the drawing(s) has reviewed the attachment details ind installation requirements. 11111111 Mile Signature: enc,,%!I-V H• A414 �•-- No 6 2 r Scott Hamilton, P. E. '•'� 1b Florida P, E. No. 63286cc %4� STAT OF °�/ ' oDate: 1 >//t4 ��' •® • ° x, :�� o� °•°< O R 1 V P°��4e ss,ON1 i 124%®,,% PAGE 3 OF 3 FILE: CBPC_130423-A.4