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HomeMy WebLinkAboutProduct Approval 12/12/2016 Florida Building Code Online if SCIS Home I Login I User Registration I Hot Topic I Submit Surcharge I Stats&Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I Florida Product Approval I1 USER: Public User Product Approval Menu>Product or Aoolication Search>Application List>Application Detail • FL# FL16107-R8 a- Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 (513) 770-6062 mwesterfield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '*' Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Scott Hamilton the Evaluation Report Florida License PE-63286 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 12/31/2028 Validated By Gary Pfuehler J Validation Checklist- Hardcopy Received Certificate of Independence FL16107 R8 COI Certification of Independence of Validation Entity- Gary Pfuehler.odf FL16107 R8 COI Statement on Independence of Evaluation Entity- ScottHamilton 120424.pdf Referenced Standard and Year(of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2005 ASTM E1996 2009 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 https:/Auww.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtD gvyf4ngAXhl09aYpgetu2`/`2f5QddoiAiI N M U OVXI SYaHZag`/`3d`/o3d 1/5 12/1'2/2016 Florida Building Code Online Equivalence of Product Standards r Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 08/31/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Date Revised 10/14/2016 Summary of Products Go to Page Page 2/3 FL# Model,Number or Name Description 16107.21 21 W8-16 DSIE-11`471: GD2SP, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior GR2SP, GD2LP, GR2LP, AR2SP, skin 27 ga. min.) Double-Car(97"to 16'2"wide) AR2LP, ED2SP, ED2LP, 4302, HDGC, WINDCODEO W8 Garage Door with Optional Impact-Resistant 6202, MFC68, 4305, HDGR, 6205, Lites SFR68, MFR68 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 104786-RevO4-signed.edf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +46 PSF/-52 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.odf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.22 22 W6-09 DSIE-1F171: 4400, 4401, Double-skin Insulated EPS (exterior skin 27 ga. min.; interior 4301, 4300,4301, 4310, HDG, skin 27 ga. min.) Single-Car(up to 9'0" wide) WINDCODEO HDGL, HDGF, 66, 66G, 67, 67G, 68, W6 Garage Door with Optional Impact-Resistant Lites SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 101526-A-Revl9-signed.0df Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.Ddf doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). 16107.23 23 W6-09 DSIE-11`171: 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) WINDCODEO HDGF, 66, 66G, 67, 67G, 68, SP200, W6 Garage Door SF200, SE200, 6200, 6201, 6203 Limits of Use Installation Instructions Approved for use in HVHZ: No FL16107 R8 II 101526-B-Rev19-sioned.Ddf Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant: No Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Doors with standard glazing meet the wind load FL16107 R8 AE CBPC 130214-A.gdf requirements of the building code but DO NOT meet the Created by Independent Third Party: No -impaGLr_eessistant requirement for windborne debris regions. 16107.24 24 W6-09 PAN-2F153: 84A, 94,.73 Steel Pan (min. 25 ga.) Single-Car (up to 9'0"wide) 75, 1500, 190, 4RST,4RSF,4F, �`"� WINDCODEO W6 Garage Door with Optional Impact-Resistant 6RST, 6RSF, 48, 42, 55, 48B,42B, Lites SSS, GDSS, GD5SV, GR5S, GR5SV, -- - AR5S, ARSSV, ED5S, ED5SV Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16107 R8 II 101348-A-Revl7-sioned.0df Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286 Impact Resistant:Yes Created by Independent Third Party: No Design Pressure: +38 PSF/-44 PSF Evaluation Reports Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors or FL16107 R8 AE CBPC 130214-A.12df doors with optional impact-resistant glazing are impact- Created by Independent Third Party: No resistant(large missile impact). https://www.floridabui ldi ng.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhl09aYpgetu2%2f5QddoW I N M UOvX[SYaHZag%3d%3d 2/5 4' 3 2 �. ---.- ___..._........__..._..... _ -C_A551C'PA:S'ED PANEL EMBOSS DOORS 'CARRIAGE HOUSE'&TSED PANEL EMBOSS'DDDRS S.�eET� REVISIONS Ns DELS 2 On 25 GA 25 GA HOVELS 25 GA 2`..GA �. OF'- rr �. WON" DATE' NO PPV ., _ - CCCPFY 04t 44 ,73, 75. 76 CLOPAY _GRSS I -- E417N0 - 8 2/11/13 - A SH�' REVIS€D FOR 14BV LOADS.R 1 EON I scwP1IN 'GALLE%Y' DSS, I I .1DEat Sa''S �, ERST 2RST s fiOLH-S 48,4SS 142,4aSFILL MES ARSS -. _ 1 'ARTISTRY' SHO PANEt ONG PANEL IDEAL HO-LEL 4F IS FLUSH 'CAPRTA5E HOUSE. EDS D 'st�iRl?AN-cl LONG PANEL SHORT PANEL/FLUSH MODES: (1) INTERMEDIATE STILE BETWEEN EACH D EMBOSS [(3) STILES PER SECTION AT WC-WIDE]. EACH ENTERM. STILE CPTi034AL GLAZING MAY BE ATTACHED WITH TOG-L-LOC,(TOP k BOTTom) ANO URETHANE ADHESIVE STANDARD 0R IMPACT RESISTANT (ALONG CENTER,. GLAZENG SEE SECTION 3-B ULNG PANFt s,,s(� t3) TOTAL STILES PER SECTION. (1) STANDARD SHEET 2 FOR DET 2S. I` R TEPHEDIATE STILE 6 T rt6N EACH EMBOSS EACH STANDARD IN7ERw_ MAX. STANDARD SIZE 'S STILE ATTACHED VATH TOG-L-LOC (TOP & EOTIORt) AND :;:iE711.aivE — 19-1/2-06. NPAT"RLSIS Ahi ADHESIVE (ALONG CZNTERt EXTRf 1UTERN, STI ES (1) PER LONG PANEL. K DF I GLAZING IS 21-5/8 xiII-1/8-. Pf_R SECTION, FIELD-INSTALLED J?H (4} {I$StdS (PER STILE. DOOR H£i6HT SETTDNS 'K Of U-BARS!C ; I W. X DLO SIZE. IS 18-1/2-xi1", pTp, IEP TO 7C' 4 6 _ --- _- - - --- -- A END STILES ATTACHED TJ DOOR 'c•9➢ 7'3" TO a'9- ; 5 8 , SKIN WITH PATENTED TOG LOC 910' TO 1v6 E ': '9 'YST M ETON BOTTOM, iY C'^'NIER). 10'9' TO 12'3'1 _ 7 1 11 I f _ S EE 12'6' TO f 4'0'I 8 {2 ( o _ ¢ •6 € ;'` �: Ei'/END #-7#NGL. 14'3' To i5'9'i --' ? .._t4 ' Isla' 10 15 j ------- MAX SECTION HEIGHT- 21' c _ _ b I: Ei. ': � ! SEE INTERRED, HINGE ® I.o ' ( 1 VIEW C. SLD£ BOLT LOCK "-- € ° 'l' I rr ENGAGES INTO U. '_ - SND VRT OI K g. :{. a:n STILE: I ONE " EA 71 SIDE OF THIS DOOR MT5 ESOR EXCEEDS THE DESIGN LOADS FOR irt� DOOR. (i ... _._._.. ULTIMATE t:,ND SPEEDS L35-ED BELOW ACC'OR0W-.TO THE FLORIDA -; I F-Ju m-CODE OR THE INTEP..NFIONAL ZUIL 044G CODE (ESLD ON � O v ---fit L'. --� TWO POINT LOOKING ('.SIDE E_Q_4,„T ASCE7-10)FOR THE FOLL7N?NG CONDDRCNS: 1)ENCLOSED i Ow •1 'r �_V IN70 TRA:;K SUILGING.2)DCO."✓,SEAS 7 OF i4IDTH Iti BUILDInWs END ZONE. 3) I ' ---._—---- '— NAP LATCH ENGAGES LOCK OPTION, END ANY RO,^F SLOPE,ANO 4)TESTI%G IN ACCORDANCE Y!!TH _ ONTO VERTICAL TRACK. IL_ ANS11DASSI I08. SITE-SPELIFIC CALCULATIONS BY A OLW iFIEO g'-' -I -? ONE SNA? LATCH ON� STILE. E51GN k.:rES IUNAL MAY DIFFER. EACH S1GE OF DOOR. ... ULTIMATE �1ND �] S 155 iGfl 1:D 180 145 I - I L7 .:'LED C:PHS I --- L ___ # IEEE__—..— OUTSIDE .._._ —___.._. .... ...... HANDLE. EXPOSURE B,C, DID,C. D B.C D.C # b I I OPTIONAL OUTSIDE KEYED LOCATION OF A OUTSIDE , �' LOCK Brti } CATEGORY A -ND t TRACK IN? LOCK POSITION OPTION-!VENT � KEYED--� �STELE. -WRACK CN I HANDLE. i EACH SIDE L1J NENH FLOE FCCGq{i" _3 i IS' 25' I 15' 30' —M4aX. DOOR VID'eTI 9`-0"- �; OF DOOR. Q T INSIDE ELr'_VATION INSIDE HANDLE 'CLASSIC SHORT RAISED-PANEL SHOWN. LONG 'CLASSIC' OUT SI c KT'YFD I..)CK WITH O tT.1 E.K _LOCK WITH AND SHORT 'CA,4R':AGE HOUSE'ARE ALSO APPROJED. SNAP LATCH LOCK OPTION. IrC.K FAR LOCK#NG.- ,�P���t HA'M +��`c�G �G E 4 S���y 4: #14x5/B- SHEET * No��^ 63 6/'. * t&ETAL SGRc4i5 SHORT PANEL: PANF153 iE LONG PANEL PRN-•2F1.56 • L./ � y DESIGN LOADS: *380 oS.F. & 44.0 P.S.F. PART NO: N/A '3�a.;!'S Cr TFS OROS +57.. ?S c, do -66.01 P.S,F _ A 9 STATE OF A 1/4"x3/4" SELF It].[ sl�l.c o•n .;s, 8585-auks a:,x+mre vl4kaAc g:ribs A O /Cry TAMPING sCR:i1SU*,�. CH M40 USK T o o r. TOLERANCES 4alufflapay Wo feL.Na.Sf3. 70 SE(i0 lJ-1 3 V7 :G t D31 eudr4 vl�wm Cnr;i"� .<.No.517 ir#I a&5i ..1 ,���SiSr�IVALE ,O� D7 •015 DESCRIPTION. CLASSIC AND CH RP STEEL PAN SC +38/ 4' PSF It t1 14 C,A. £NO HINGES0, G- INT>'RYjDfATE HINGE '00' B DEIGN ENGINEER: Y# Vq vFir D.000.. 3.001 DRAWN BY. MW-- DATE. 3/is/9S SCALE:.NTS DWG.R car IiAM#LTON, P.E. tt Sro.ed Oene.wge CHECKED BY.; DATE: - 1?LET t Cr 4_. SIZE Fl:'7R1DA LICENSE.Nc. 63286 0n+ea+•,vnt uze ry l cam DWG. NO_. 1013.48 - AID (VER: IBC I. 4. �_ 3 2 1 - T ._.....------- 'CLASSIC'RAISED PANEL C14BOSS DCORS 'CAP,RTAGE P.G_ll_SE'RAISED PANEL EMBOSS DOORS j SHEET:: REI�ISIOttiS _5 CA Yav—.^,ELS ?s GA es r.A 2 OF I aO.DELS _24-GA j 71 GA %� _- DATE; 'ECN NO,. APPID:' DESCRIPTION -� I CLOPAY - -ftiA 94. i 73, 7S. 7E ILII?t.Y 3 GD5S, GRSS -- 17 - - SEE 2Ev;SOHHIS3ORY ON SHEET ONE. f^ HL 4R5T <F - 6RS; 2k[T 'GALLERY' ID_� —___— t t .ttrS 52 483 142,.52HARS! - --- 'ARTISTRT' SHORT PANEL LONCs PANEL TDEAT_ R- MODEL 47 IS FLUSH - 'CARRIAGE HfaISE' EDSS -- D lJ ( I SHORT ?A1'iEL I LONG PA%CL � I IMPACT-RES:STANIT CONSTRUCT'ON: STANDARD ASSEMBLY C?NISTRU%1I00: SOLID DOORS(NO GLAZING) OR DOORS'WITH OPTIONAL IMPACT-RESISTANT GLA21,14 ARE 0°T=IONAL DSD OR 1/8"ACYPLSC LI-,ES A�jAJLABLE. 0PTJONAL ACRYLIC GLAZING IS 11.11PAC7 RESISTANT OPT1013.5. IN,iECTION MOLDED F'OLYCARDORATE FRONT RARE AND P:.ASKOLITE OPTJX OR LUCITE CP APPROVED CC. PLASTIC IN ACCORDANCE WITH IBC/FDC GLAZING IS GE LEX AT SLY2432T, A-%I APPROVED CC2 PLASTIC IN ACCORDANCE VaTH .2665; I>••Ct FB„2606 AND AN APPROVED Cl PLASTIC IN ACCORDANCE WITH FSC 2612. THE EKTIRE DOOR ASSEMDLY INSTALLED IN COMPLIANCE WITH TH.S SECTION HEFTS THE THE ENTIRE "DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LCAO RcOUiREMENrS OF THE FLORLTA WILDING CODE OR INTER>:ATIONAL BJI: ING 7 K.ND LOAD RECUIREMENTS 0 THE FLORIDA BUILDINGCODE AND WTERNAT[GI.AL 6UiLTN N-G CGDE BUT 00F5 NOT LcEE' THE IMPAC- RESISTANT: REOUIREMENE FOR WIND5ORNE DEBRIS 3 CODE AND IS LAZIGE- AND SMALL-MISSILE IMPACT RES.ST.11. REG:CNS (tiF. CHAPTER 15 F5s:f45C), j SECTION B-B (IM PACT-RESISTAINT GLAZING OPTIONSECTION 13-9 (NON-IMPACT R-S'ISTANT GLAZING OPTION ' FRONT FRAME V7hTH U.V. COA3ING 0.v OUTSIDE SURFACE. _ NOTE THAT FRONT FRAME IS NARR.v VER THIN 1# j,`,TA!� Q�•�-'�^. _ /-IMPAn;T-PESSTANT FRAS7E. GPT;rv.•, 1 DECCP.A'E� / -225--: k<J T:Ri7R.sCSF HcH 50NC TA?£ as '�RtAP V.SERI_- f/ / —(30',�EEN FRAME AND FACA=E). ../ C£C74ATeJEFRONT FACADE. i� h . 1 GLAZING\ ` MOLOED:NSiCE r•Ixs -� LITE RETAINER. r- STRL;CTURAL SILICONE SEALANT X8.3/4-PAN HEAD SCREW ;y\ (BETWEEN STEEL SKIN AND FP,AGE), I (10 SCREWS PER LITE). I IMPACT RSS.S7AH3 C'a`E-PSE'NJ£C TY`t POLYSTYRENE RETAINER FASTENED TO FRNVE WITH I [� iAC'.L'Eo CE LEXIIN }} U �432T FRONT (k4)g"8 x SIH"FW:'t 4t�L M.h,;.-1iNE SCR£'d'S, CD FF?AHE k GLA2tiG U f IMPACT-RESISTANT ASSENIDLY DETAILS STANDARD ASSEMBLY N TAILS j DRAWING 10138-ADRAWIRIG 10 1.348-8 3 i `�k%�p�T'H...6. . NO 6.3 HA*.'UFAC.TIiRIwG PR fA!Ci CODE SHORT PAN I ?AxN /F153 DG1 LOAD -.33 C P S.F-.& 45.0 P S.F, LONG PANEPAN-21`156 ES TEST LOADS +570 a S- 8t-66.0 P.S.F. 1PART NO.: N/A e: DueC555 De : « VINDOAD RAT[i.G A �� ylopa8iyf0�TQ ERAN FS., ! I5ie. M. 7R ,Vv t T� ♦i� .R T �?�� i .0 a 03t Qi deq Pr7kd:Car,Tc�. Fc�K>.513 778-;853 6 D I,p 3 A.. �� 6p ±.DIST DESCRIPTION: CLASSIC htD CH RP S7EEL PAN SC r38/-44 PSF �ES1iN. ENGINEER' Dc ees 1t� DRA`WN QY: MW-- DATE: 3/15i3S.SCALE: NTS. mvG.R DEISTOTT FLMLTON, P.E. C ECKED B: DATES - SHEET 2 OF 4 SIZE .L� Fl.Qfi€i'A I i{'ENSE Ma.. 6.7.256 .- Ws.rGarrr,�aRE Nt cacn_s,C)A::.. NQ 101348 - A/D VER: ;3C 4 __ , .__. ..... _ 2 FLOG R00AA P-11-R00- DUCT APREEROVAL 16107 E t 4 3 'CLASSIC'P.AISED PANEL EMBOSS DMIRS 'CARRIAGE Hous['RAISED PANEL EMBOSS DOORS i?SET R-VISIONS MODELS ? GA ES GA 2.`,GA PTIMLS 25 GA as GA _.__..._ ._ - t?r 4 REV. NO.i ZONE: DATE. ECN A.nP.1D I DESCRIPTION Ci.O?AT" BSa 4. T 73,-75 76 CL€i9AY GD55,G25S -- 17 — — — SEE j �1DEFL. <4S Fs<i _6r:.ST .2RS?- "GRLLEK'?" I ..E_ RET•"sSION s-35TCR'.'C'At SHEET ONE. me RES 41D 483 142.42A NCLN_5 ARCS __ j 'RRTiS:RY' SNOR3 PANEL LOYG PA YEL IDEAL CG`S. 3� ;ALL V—BAR ■ MODEL ac' 1S F'LUSi? CARRIAGE HOUSE' ` �--2" THICK L0 .�^LSTt.ENELH. ..0 S p C 1 �__..._.. ......_.. 5 1 SLIGRi PANEL LONG PArIEL s i ..�.................__._...:_ 3" VFR7 CR1 JAMS A7TAC'HM4FN7 (i20CrD FRAME 3/8•x3' LAG SCREWS C-N! 24" CENTERS. 1-1/8" O.D. WASHER REQUIPED..LAG SCREWS.MAY a BE-COUNTERSUNK. (BUT NOT REOL'IREDS TO PROVIDE A FLUSH MOUNTING SURFACE. i 3 HORSZONTAL JAMBS DO NOT'TRANSFER LOAD. 12 GA. GALV, STEEL TOE' { VERTICAL .Ihd6 A TtCHI.,-NT (,^,-9D BLCCIC bR 2 Q�,Q__r'�!�tTL:iw_^QhQEETi. COLLIMPJI; � ROLLER BRACKET. EACH 3/8"r.3" SLEEVE ANCHOR BOTS ON 22" CENTERS (2.CC0 PS'. MIN. CO.'CRETE), WASHERS BRACKET.ATTACHED P Y/(4) NCLUDED WfT;-! SLEEVE ANCHORS. f tTi4x5/8 SHEET t E7.,d_ OR , SCREWS 1/4">3 TAPCON SCREWS CN 19" CENTERS (2,000 PS! M;N. CONCRETE) OR 1C" CENTERS 25 GA. M1'd. G-40 GALV. _ i ip S149 _AP JO?:ri S. (C-90 BLOCK). 1 O.c}_ WA:HERS REQUIRED VMH TAPCONS. STEEL SKIN W; A 1 t MICHORS MAY BE COUNTERSUNK (BUT NOT REOUIREO) TO PROVIDE A FLUSH MOJNTIrvG BAKED—CN PMMER AND f A FAKED—ON POLYESTER t SURFACE. HORIZONTAL JAMBS OO NO7 TRANSFER. LOAD. { 70P COAT APPLIED TO I is Gk GALV. STEEL END HUGE OTHE c BOSH SIDES OF STEEL FASTENED TO END STILES W''ro; EACH R JAMS CONFIGUPA?tONS: REFER TO DASMA TDS-165. A LICENSED DESIGN( /(�� SKIN' SHEET METAL CREWS lL 4 PP.OFESSIC+NAL VAY ALSO BE EMPLO'!ED r0 APPROVE ALTERNATE FASTENERS AND/Oa' JAMB 1114.5/8" S ( ) ( CONFIGURATIONS. I 1/4" SELF TAPPING SCREWS. I z i ." H([L: f:'Sfif i{}ilJ. OF .7_!=.MSS BY e3;'.=ERs . NOTE THE DEStGN OF THE SUPPOR..NO STRUCTURAL ELEMENTS SHALL SE THE RESPCNSIBIL Y CF THE PROFESSIONAL OF RECORD FOR THE BU LDING OR STRUCTURE A'D �� 3" TALL x 20 GA GALV. STEEL U—BARS IN ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS ORALVii4G. ) IN A 2-1-22'-1 PATTERN Q.E TWO L--EARS ON EOTTO1,i SECTIOJI, ONE TITh U—EAR ON NEXT SECTION, ETC,), EACH U—BFR ATTACHED WITH (2) 1/4 x3/4' I SELF TAPPING SCREWS PER STILE TAA LOCATION. { s. r. S 13 GA. GALV.-STEEL 807-OM BRACKET. \ 4<-TACHEO 141TH (2) 144/8" SHEET METAL SCREWS ALUMINUM EXTRUSION 3L VINYL WZATHERSTRIP. GQ�-f HAM�( o��� SECiIOtd A—A 'd IDE VIEFJL of;:-\GENSF• •y': N 6wAhUFACTU$NG PROWET COESI *•• *I 5H0'.F PANEL, PM-2Fi53 DESIGN LOADS 438.0 F = & 44.0 RS.F. i L+'NG ANEr PAN—2F;56 "T1• '!_Z}!S" - TEST LOAM, 5-0 ?S &.-66.0 P:S.F. PART hO: h!A E OF :(tr.' A. Unit c,y e c kerww,ic 8545-Q7 ke BotAeeu6 VIYDLt7AD RA.T.L:-G pal 6ffiax off as ae use OLERAr�Ca T� r .•:ia-Ta eBaa i o oa s u�y vkads c :a r rex s a 513-70-4853 W 6 D P 3 0 .ODD ppb- C SCRIPTI�h CLASSIC ANID Ct RP STEEL PANG +.,8/ 44 PSF DESIGN ENGINEER: 0000 t oat DWWN BY Www DATE: 3/15/95 SCALE N75 pwG,"tK, Degteee 1/2' CHECKED BY: -- DATE: ,S Ez 1 3 O1'' 4 SIZE L SCOTT HAA TON, P.E. urx SW.ed RID KENS£ Na, 8 — A/B `:.,VER: IBC i 4 �_.-. 3 2 ��—'CLAZSI RAISED AN'L t".BOS_1:CGR5 ARRIA.:E'SOUSE'RAISED PANEL EMBOSS BOORS �.SHEET: ;ZEV{Si07.S I MODELS 2 G 2S G.- 25 G<. ( �OEL' 5.si 5 fi« 4 �� 4 REV }gip ZONE: Dta7E: ECh Ili) APPV1 DESCRIPTION ----_-_- CLO.A 54k S !73, 75 76 CL PA III«$:CRSS 7 ` SEE RE`:iSIOT4 1-'ISTORY ON SHEET ONE. IP:.AL (4RS! SF- RST 2RS- GALLERY' -i1 HF;LMES 48 '48B }42 426 -S SHORT PANEL ARTISTRY' __ —�'0N'G PANEL i IDEAL FDS° I r - 7DDEl 4F fS FLUSH •CARRIh�E HOUSE' ( ( V S:.'ORT PAN'cL. C i LMG PANEL. 2"TRACK :;OtSiXURATiCN DOOR.COUNTERBALANCE SYSTEM JAMS CONFIGURAT".ON. 13 GA GAM STEEL FLAG SIMKET ATTAaiED TOj'mGR SUPPORTBYMOR I WAB WITH;3)5/16"X t-S(8"LAG SCREWS" ;H£;�r;T ?NSTALLER(TO SC'i".), AND TO TRACK V.TFH(2) 114"R.ETS. 3=.R t 2x8 SYA YfODO JtJ".B. $E£ —CPT:OfS-L 5T0? UOUCCIttii BY!itSfFf1ER 00 r'JiT�. $Q:r-7RAGK CONt7GURAT!Dtl p _ R i ".,Av6 PREPAR:.T'N NATE". ABOVE THE DOOR DPENINO DOES :., 11 -k5 POD:SPACING NFE 30"D.C. 16 GA GALV.STEEL ENV SOLE. N07 AFFECT THE WIND'LOAD o RFiiT:G OF THIS DOOR. a a4" u•_O"100 67'±4--2"CK T STEELS& 0.0, °• tGS"s 2-1/2 X '7 GA SAIV,.SIEEL� >_ _ TRACK T;:fCKNESS:'C.083'. IQ-O 11 TRACX SRA.KE FASTENED TO � ii wOOD...,M3S tt'TH / X 1-5/8 "/t6 !:D.RO1;ND 1f GA GALT. SEE'CENTER RIX-GE .LAG=.CRihs.. s ?LBH NUT fENEO 14 iN,J7;STILES SF/(4j EACH FASTENeR, #14.5/8"SHEET L ETK,_SCFE+5. 36"sY TYP.2-1/2 R 12 GA GALY. 1'-D-!. yl /'� STEEL T.'RACK BRACKETS, 6.74 / { 14 GA.CAM STEEL RCLL.E4 HINGE:FASTENED TO Et:D STLES W/(4)EACH 014x5/8" c z € '1TnCtt D TO.AMB WITH (1) PI48"?. I 1 SHEET MET:t SCRCf-S AND(2) 1/4"SELF TAPPING SCREWS PER END"NGE. -5/8"LAG SCREW PER 13' Q tm' 2"CA V. STEEL 7RA.CK FASTENED TO 5 -RACK BRACKET. 14•-O'i - 12 CA GAL'J STEEL':RACK'BRACKETS WITH JTr.ER (2) 1/4"DY.RaETS G3 �2'DIA. 7-1/2"LONG STEM, 10 BAIL STEELROLLER VnTH STELL OR 7:ri0N TIRE. (1) 1f4"X 5/E"BOLT ti fit7T PER - .��'_ 1,n' TRACK MUET. 5ECrn.!C_ 3 sJ2_ r Pf2FP.4g'2-ll?t=OF J;J:'P5 FLY OTHt LHR BYACMET z 5-3/4"x 1?GA) AITACIHED Y'ITF1(2) 1/4'x 3/4"SELF TA PSG SCREVS. 3"TRACK IS ALSO DGUSLE TRACK �r LS�1 H`L&OPOG!j(`PTi::K HDR2Ot'TAL LJ p CS OS HAM/4T i IN 6" E6/ 14A..UFACTL+<{tt,'G PP.OVXT COLE *'• tF/•"!l_ *' Sr f5M'L: PAR­M,53, LCi'G PANEL PAAt-21Fi56 DESIG"O. .z}/)�"� 22.E TEST LOADS LOADS:aT O P.S.F 3t -66.0.P.S.F.F P?-M NO.: N/A ' =. STA:E aF 4�.+ x A �e s<_:114 E -,Lae ! 8&5 a BJLie:9'G ( V7PQLOAD RATING tOLERFuNCEo a:� �jt0��}}a La3a ssnao t �Q {� ie Ic 513--, 7G.460Q ! E}. D P.Wi C.� - 2.031 80&q pmmG t Co.�pcm fsx t.c:5!3-7D-455S IDOO .0DESCRIPTIOiN. CLASSIC ANO`H RP STEELc AN SC + 8/-44 PSF DESIGPJ ADD= f.001 DRAWN ©Y: MW jDAT3/15f95 CRLEc {75 D'1.G.RI �NGTNEER: Gey:Ees= mt/t.` CHECKED BY: -^ DATE; SI£Ei 4 Of 4 51ZE 1JSCOTTHAMiL0H, P.Ess[SCOT0A LK.E!:SE Ito..E32&6 Diu¢i"G.vS t+»m G.*;!-ES.£3KK;, NO :01346 - A/B VER: I?C 41 3 2 FLOROUPA PAODD A� PROD AR,L X16510 -77= February 14, 2013 (Revised 3/25/15) Evaluation Report for Clopay Building Products Company Sectional Garage Doors, W6 through W8 I have evaluated the wind load door designs as shown on the drawings listed below. I have reviewed the test reports, which were generated by accredited independent laboratories as required by the relevant Florida Administrative Rule, the engineering rational analysis, and the product drawings. The test reports are listed below. Assembly testing was conducted by American Test Lab North Carolina. Component testing was conducted by HETI and ETC, For the.doors listed In Tables 1 through 5, Static Pressure Tests were conducted in accordance with TAS 202-1994, ASTM-E330-2002 and ANSI/DASMA 108-2005, Missile Impact and Cyclic Pressure Tests were conducted, in accordance with TAS 201-1994 and TAS 203-1994 and.ASTM E1886-2005 and ASTM E1996-2009 and ANSI/DASMA 115-20'05. 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 I. through 5 are in compliance with those 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 ManufacturInCLEroduct Code (MPC) PAN-2F153: 101.348-A-Revl7., max. door size 9'0"" :x 16'0"; +38/-44 PSF (design load) TABLE 2., Drawings for doors with Manufacturing Product -2F`1 . -ct !Code MPC) PAN 56: 101348-A.-Revl7*, max. doorsize +38/-44 PSF (design load) TABLE 3: DrqWings for dppr5 witliM nufactur-ling Product Code (MPC) DS 71 1. 0152B-A-RevI9, max. door size 9'0"" x 1610"; 4.38/-44. PSF (design load.) TABLE-4: DrawInqs for doors with Manufacturing Product Code (MPC) DSIU-1,FI7.I; 104778=Rev03, max. door size 1612" x 16'0"; +46/-52 PSF (design load) TABLE 5: Drawings for doors with Mgm1f -Product e (MPC) DSIE-1F471: A'41�' 104785-A-Rev03, max. door size 1612 x PsF design load) 104786-Rev04, max. door size 16'2" x 16'0";. +;4+6/-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 108-2"005. The pressures listed on the drawings.are either direct results of these tests or results obtained through engineering rational analysis based on actual tests. I have concluded that the door designs listed below in Tables 6 through 9 are in compliance-with these test, requirements of the Florida Building Code. TABLE 6: Drawings for doors with Manufacturing Product Code (MPGA PAN-.2FI53 101348-811ev.17, max. door size 9'0"," x 1 +38/-44 PSF (design load) PAGE 1 OF 3 FILE: CBPC_13021'4-A.2 .............. EVALUATION RcPORT FOR CLOPM BUILDING PRODUCT$COMPANY SECTIONAL GARAGE DOORS,W6-WS T ring Product Code (MPC PAN-2F156-.:. ,0134 -B-Rev1:7, imx. door size 0 ', +38/-44 PSF (design load) TABLE 8: brawin gs for doors with Manufacturin,g Product Cod MR.QL 171 A_'L �: X 16'0"; +38/-4,4 PSF (( esign load)1. 01526-B-ReVI9, hiak. door size 9':0 Fesijn 1 ad) �r dpors with Manufacturing eroduct Code MPG DSIE-117471; f 104785-B"ReVO3, max. door size 16'2" x 16'0"; +3,8/-42 PS.F (design 1,oad) Tegt Reports: ATL-0107.01-13 (2/20/13)f ATL-1206.,01-12 (i/23/13), ATL-080I.0I-12 (8/15/12), ATL-0827.01-12 (10/9/12), ATL-0115,01-13R (3/18/13),ATL-0117.01-1311 (3/18/13). These reports document compliance with the TAS testing standards and are signed and sealed by David Johnson, FL PE 61915. Rr_Qdug,t_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 Impactm Resistant Glazing. is a one-piece injection-molded front frame and glazing. The following models are at least structurally equivalent to the tested door: 84Aj 94, 98, 73, 75, ISOO, 190, 4RST, 4F, 4RSF/ 6RST, 6RSF, 48t 48B, 42, 42B, 55, 55S, GD5S, GD5SV, GR,5S, GR5SV, ARSSI ARSSV, ED5S, ED5SV, Not all models may be shown on a given drawing. Ir-oduA_Q_e_sc_rJp_t1oJ9����- These doors consist of 2" thick steel pan sections with On. 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 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-skin insulated sections with an EPS core laminated to both skins. Both inner and outer skins are min. 27 ga. (0.016") G40,DDS per ASTM A653, The maximum section height Is 21". These doors may have optional Impact-Resistant Glazing (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, HDG, HDGL, HDGF, 66, 66G, 67*, 6,7G, 68, 6200,, 6201, 6203i SP200, SF200) SE200. Not all models may be shown on a given drawing. Rinduct Qescrirn� I n for doors with MPC DSIV-IF171: These doors consist of.2" double-skin Insulated sectionswithpolyurethane Insulation foamed In place between both skins: Both inner and outer skins are min. 27, ga. .(0.0161') G40 DDS per ASTM A6$3. 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 thetested door; HDP20, HDPF20, HDPL20, 7200, PACE 2 or 3 FILE: CBPQ_130214-A.2 EVALUATION REpm FOR CLOPAY BUILDING PRODUCTS COMPANY SEcrxONAL.GARAGE DOORS,W6—W8 7201, 7203, 8200, 8201,$203, 9200, 9201,. 9203, Not all models may be shown on a given drawing, Product Description for doors with MPC D5IE-1F47L! 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 modals are at.least structurally equivalent to the tested door; GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED21-P, 4302, HDGC, 6202, MFC68, 4305, HDGR, MFR6`8, 6205, S;FR68. Not all models may be shown on a given drawing. I:mpact.Resistant Glazing�(Mol ed): The optional impact resistant glazing is an injection-molded polycarbonate front frame and glazing (GE LEXAN SLX2432T) that Is an approved C1 plastic in accordance with.testing required by FBC-B 2612. Approval based 'on review of the following tests: HETI-06-A002 ASTM G1.55; HETI-06-7.566 ASTM D638 (before); HETI-06=T634 ASTM D638 (after); ETC-06-1024-17496.0 ASTM D2843, ASTM D635, ASTM D1929. Imoact_ResistantGlazing (fjlumi MD2 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 drawing's 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: a ;THAM/4 9.#f G •'GENC.d �'� Sc It n, N o 63 28'6 Florida P. E. No. 63286 T. n Date; < z S ra``"- �5 : STATE OF .gyp orf t� A,� O F 1'D ` PAGE 3 OF 3 '��l�'S��N�; `���� FILE: CePC_130214-A,2