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PrvductApproval
USER:Public User RECEIVED
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FL# FIS684-R8,'
Application Type Revlsfari ST. Lucie County, Permitting
Code Version
Application Status Approved'
Comments
Archivedi
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/flail
Quality Assurance Representative
Address/Phone/Emalt
Category Exterior QcgQ s
Subcategory Sectional Exterior Door Assemblies
Compilance 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 Hamitlon
the Evaluation Report
Florida License PE,�e3266
Quality Assurance Entity Intertek Testing Services NA,Inc,-QA Entity
Quality Assurance Contract i=xpiratlon Date 12/31/2038
Validated By Gary Pfuehler
-s Validation Checklist-Hardcopy Received
Certificate of Independence fib r( _i _Certifi tion wg IndegB riceg—Vvaiu i�ion EgMy-
Gary Pfue ierrxlf
F 4 _C01_5tdemerit_ng ItLaeoend ncq ofgvaluatao Entity--
Scott(•iamitton. f
Referenced Standard and Year(of standard) standard Y=
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
ASTM E330 2002
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
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2/20/2018 Florida Building Code Online
. Ft568A_B8 E=au 7017p8d9-FBC-DASMA 108 eauiv odf
X6$4 R[} E�gji(T2D77 09-MC-DQ,5MA X15 ea iv. t&
Sectlons from the Code
Product Approval Method Method I Option D
Date submitted 08/09/2017
Date Validated 08/21/2017
Date Pending FBC Approval 08/21/2017
Date Approved 10/10/2017
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c5684,21 21 W8-09 DSXU-1F171::X200,9201, pouble-skln Insulated PUR•(exterior skin 27 ga.min,; interior }
9203,HDP20, HDPF20,HDPL20, j;'skin 27.ga..min.}.Single Car(up to 9`0"wide)WINDCODED
7200,7201,7203,8200,8201,8203 1•W8 Garage Door s
' __.�
Limits of Use E Installation Instructions
Approved for use In HVHZ:,Ye5.•, i FfS884 1t8 1T 1Q418s-Rev0l-signgd_pdf
Approved for use outside HVHZ.Ye•'s• . verified By.Scott Hamilton FL PE 63286
Impact Reslstsnt::Yes; Created by Independent Third Party; No i
Design prnssuref+48.pSf;/-60 PSF: Evaluation Reports j
Other:Max.Wind'S�66d N_uft)_170 MPH.Optional Impact j FL5664 R8 F Pt_C_11�Z25-A.�f
Resistant Glazing available, I Created by Independent Third Party: No
b q,4 i;I ;:ir.::• W =1 p5Ftl-tfl7� pq,9 CS3::;I:Eini;bPe Bk►h fiislllZ1reit;P.k1R:(pcor.'skin:27,9a:.irllR pinterior I
c x,.!,'. - •' 92W •I�i�2D'NtleF2i:'Yiiil#L2tSo-.•;.%.: ' s iD:' 7'- .:ttSin.'`t5tftible-Car 9'z"tU.1S' 'tvld i
::•-'r')>:' :. oil",a7a��J7 i��D�r.,f$>ilDi" "3 (��J,.1fiI.II�7C .Ga ;Donr.WlCh.O"tloTlttl Ifn aCt'1�25fAt�nt
4[Si_tiiFtfsOfstJ :';�1 :.Ylthlt flit tioh'ln�Ctuintion$,
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N. ,bW� Yii Aso.'dpil iW'NiFF# ;Y s'`r,;::::;.a+f> ;; ;'' :�gr fTed;$q.Srb{t l larniltOWFL-Pt 6286 '
' A. etst> a :„Y2s::?: `• -�.'. :::.�} ' ;Cr88biW bV:llodpped ent-Thlmi -0,4rty:'Nb
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=1~'�o1 i��::.Ci iia i L3YH�ait i is88�4,_ _A ,:BC pC:i T2i5 A.11df
e 1 tl i l i4a able, _'` ?_;CP�atetlibjr Indirpt?tSrle it TlHlil p.'aRy• Na . I
5684.23 1 Z3 W8-18 DSIU-1F171:9200,9201, 1 Double-skin Insulated PUR(exterior Skin 27 ga.min,;interior {
9203,HDP20, HDPF20,14DPL20, ',skin 27 ga.min.)1674"to 18'2"wide WINDCODE(P We Garage
7200,7201,7203,8200,8201,_8203'boor
Limits of use j Installation.InWucrions
Approved for use In HVHZ:Yes I FLS _ _IL,ID4281-Rev01-&ne p f
Approved for use:outside HVHZ;Yes Verified By:Scott Hamilton F1,PE 63286 i
Impact Resistant:Yes I Created by Independent Third Party: No
Design pressure:+46 PSF/-50 PSF I Evaluation Reports �
Other:Max.Wind Speed(V ult): 170 MPH, I LS R8 A��BPC 131215-A,pdf
Created by Independent Third Party: No
>.. a,;1� � :.`CYSti � NF479.sBKVoti.:. ~.D'og1e S°kin'.Zrlsdlat 'PUR(extecinr.skir5.27 0a..rnin_•.iiiterinr
t' :&ii9gp/6i ri lCCdY::; Okifi'2'/g8'.•krin j.Witti i7Y by 5i.l1�le-Ca! cup to 9'0"wide).'
.
•>'•'�:� "�• Y!!TNtSCCltfi=®W8•Garage;bar;r:•'•::•%. �
cstirl y!•7lE;Y.`. . R rt #tllationstrtloos.• : ..
4�+hp: K � > l!:_ !�wz;..x :fi'a: • - F':'s� _ga: a� 7i-siey9l? df
verified }i;• Eutk:Mamiltvn��'I?S•1632g6
ft�5e9:•.. _ eifeOt,Cd t5.y,::-r d0P6nd *t ihi rty.
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:;,+0'�It�••_141�4:y,aJn¢r.,.}t�°eE[':(�•t►!E}. 17MPl'IS`• .:EL�5,% R�T`A8'CBf�C.r'.11.]:21�,A:'ntlf ••
^:��.::.,.:,.;•..•..• .. . ..., . :' •` • 'Sndep�hiieOCTtaii�;pai•ty: No•
. ',,. .• i Cre's�bed.b'Y
5684.25 '25 W8-16 DSIUO-11<479:Canyon j Double skin Insulated PUP,(exterior skin 27 ga_min.;interior I
Ridge/Gienmoor `'skin 2790.mfn,)with Overlay Double-Car(9'2"to 16'21 wide) I
WINDCODE@ W8 Garage Door
Limits of Use W Installation Instructions +
Approvers for use in HVHZ:Yes � FL56$4_g�I�_I X427$-R�vo7-sfg�ecl r�jP
Approved far use outside HVtia:Yes Verified By:Scott Hamilton FL PE 63286 j
Impact Resistant,Yes j Created by Independent 7hlyd Party: No
Design Pres6ure:+46.6 PSF/'•52 PSF I Evaluation Reports
Other.Max.Wind Speed(V ult): 170 MPH. j•
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RECEIVED
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4 3 2 ST_Lude County, Per
BRAND MODEL NUMBERS TABLE 1REVISIONS
CLOPA7 9200. HDP20 97,03. HDPL20 9201, HDPF20 NUMBER REV, NO.1 ZONE: DATE: I ECN-N&I APPVD: DESCRIPTION
HOLMES 7200 1 7203 7201 DOOR HEIGHT OG
IDEAL 8200 6203 8201 - SECTIONS. 00 - 04/22/09_ - - INITIAL RELEASE.
SHGRT PANEL LONG PANEL I FLUSH PANEL 7 i 7 ` O1 - 12/15/71 - - UPDATED.VYPlO SPEED$ FOR ASCE7-10.
9' TG 10'
J4Nt'INIt.,RACKCR PLA1C AT CAEN HPIM T
LLCAtIOx
AT- 10 MIN VII.121 lDG-l•LOC C1Dtl:IE{. 1 A r
D IZ-WLV.PICCL-PRLEP VA-17!2.1/2•a I-D/P•i'CAM 4' 70 59 I I
A NI04T ATiKHCD v11N(4J rI4.Ant•CKET HETK SDKCvs. MULTIPURPOSE V
0.PROK4l:ONE RDM d NPKM1AELSt,WI 'MngH AAC IN,41 14 oA P1'M• �f TA,y�' l ILMI DON.TME.
CLA2M0 m C11DL8 lop SEWION(S.C..)03 OPTIONAL OCCOMTNE. � \ LL'BRBL OCCOMint ACEI-iO-THETOP SECTION(NOT SHOWN). S.4M-IN INSERT. I fAWi PRAMC PACAOC
MAK GLAZING SRC.IS 18-112'.11'.
1.111 Ns NJEcncN.11x1 u LEAN SECTION B-B
SLK2432T,AN MPAOYJCD CC2 PLASTIC IN UAL b' L
URAL
ACCORDIKE vTH Iscirec 2506. r- ELEM SUPPORTING SLDESIGNED
- SEC scam B-B FOR ASSEMBLY OCTK.S. t}� ELEMENTS SWILL ES OVAL N BY A
.➢Gt r S1[U U•UARS OJBO-• EER
PER WIN D FAM SH 1ANAL EttC�+S
(0/1415/8-SHEET / SECT. C-C FOfi WIN LOADS SHOWN ON iNIS
HOXRED OVER to,MID \ DRAMATIC. THE 2.6 VERTICAL WOOD JrWBS ARE TO BE
aD wTtaK Ja grrtLs tN A METAL son,S %
4 t-1•t-Pt PAINDUA -�• GRADE 2 OR ptTiCR YELLOW PINE. NO LOAD S
S[[SECTION A-AL IMPACT RESISTANT SM11C['C IUtA4T 16 GA MINN.GALV.STEEL ENL STILE.TRANSFERRED TO THC HORIZONTAL(TOP)JAMS.
OTIC-hiCC tNKel.. ALL JAMB FASTENERS NAY BE(OUT NOT
MDLOtO CC LEW' REOUTACD)COUNTERSUNK 70 PROVIDE A FLUSH
SLK2432T.FROM MOUNTING SURFACE.
P
TME GLAZING.
TNO POINT (4)1/4"r3/4'SELF 12 GA WLV.STEEL TRACK
LOCKINCI INTO TAPPING SCREWS. PGLYSTYAENE REUNER BRACKET FASTENED 70 V000'
TRACK FASTENED SO FRANC W 11 JAMB%7TH ONE 5/i6 1 SNB" IB OA,LIN,WLV,STEEL CENTER HINGE FASTENED TO BACK
eq FNO wuPP, +A .. RUWI M 4 At-InNo c 3/4'FAN HEAD W000 LM SCREW PER BRACKET, )/+6'Ed.POVND OF MOR W/(4)EACH/14,9/8"SHEET METAL SCRCWS.
N4IE SCAEWI. PVSK NUT FASIMR.
9UDE OOIi SECTION A-A 2•GALV.STEEL TRACK Flu-TONED TO
END LOCK ENGAGES 2 IHICK-i. -�-- 1{TACK BRACKETS"14-6
EACH Op.
14 CA CALM STEEL ROLLER HUGE PAMCNED t0 END STILES.vF/(4)'EACH
C STILE INTO
VERRCAL NTACHEO WITH ONE I/s 5J8":BOLT
-�[p� TRACK.ONE Z.4 PCF URETHANE FOAM CORE AND NUf f7J' iW0 i/4 RWETS, /14.5/8 $MEET"METH:SCREWS AND(4)i/4'ai3I4^SELF TAPPING SCREWS. 1.
j•--MA)(OOOfl WDM-A'-0' CAcH SIDE 3'TALL YJ KSI U LIAR �2-10 BALL STEEL ROLLER(1-}f10-%7/16"%4-If4'(WITH STEEL OR NYLON TUBE
)N510E ELEVhTN1N �NS�p�5 OF DOM. 20 CA WLV.STEEL
Sr,M LATCH ENGAGES IrR'.K dO1gNJ0 � t� 3• (... HORIZONTAL ROP)JAup
0.x0 VERTICAL TRACK. .L I (NO 11110 FROM DOOR)
ONE SHIP LATCH ON UJD (2)17 GA GALV.STEEL TW ROLLER
EACH'Be d DOOR. 1-7/8
STILE ✓ BRACKETS ATTACHED
-K S-7J87,EACH
W1FR,S?ILE 5TH BA T- BRACKET ATTACHED w/(a)874x518 SHEER
METAL SCREWS.
��}1 I Ct1i�JOE CUBE -i:•=
OUTSIDE- HAImLE TONGUE AND(Ui00+E JOW79. - 14 GA MV.ROLLER HINGE.U,b/HINGE PREPARATION OF JAMBS BY OTHERS
KCTCO ,(I)(ff7{� STILE FASTENED TO END STILES WRN(d) tf DiE;TMC DESIGN OF ME SUPPORTING STRUCTURAL ELEMENTS SHALL FASTENER
11AppLL LOCK DAR ) +1.5 () / / BE Tiff RESPONSOLRY OF THE PROFESSIONAL CF RECORD FOR THE TYPE
INSIDE HANDLE CNDAGES O! / /B"SNCEi NOTAL A1J0 4 /4'r3 4'
TRACK ON - SELF TAPPING SCREWS.SEE MEW B, 0u!LOING DR STRUCTURE N+D W PCCARDU.=M' CURRENT BNLDueG
SVM a CH BOCK OPTION OUTBID[ISMO Lob• UCH SIDE i�," COxS FOR THE LOADS LISTED ON THIS DRAWTA'G.
I O[Y PAR LO[Y.D�G AF DOOR. 3'FALL 1 20 W MV.STEL V-CBM.IN
A 2-1_2_1 PATTERN.ATTACHED%%IN(2) JAMB TO SUPPORTING STRUCTURE ATTACHMENT MAX,D.C.
I/ 31A'SELF TAPPING SCREWS PER
27 W,(0.018'IML)CK IMOR STEEL SK N HINGE• NOTES:
wOH G-4D KH.GALV.,OAKCD-OH POLTESTER 1. ALL THE LOAD From THE DOOR IS TRANSFERRED TO THE TRUCK AND MEN FROM THE TRACK TO
PAINTED TOP COAT APPLIED TO,RDM SIDES OF 27 GA.INTERIM STEEL CALK SKIN WITH, ?HE 2.6 VERTICAL SYP(GRADE/2 O.R.-BETTCR)JNJBS.NO LOAD FROM ME DOOR IS
FEEL.SiDtl A SAXED-ON PRIMER AND A BAKED-ON TMNSFCRRED 70 THE HORIZONTAL(TOP).IAMB.
'POLYESTER PM_
TOP.COAT APPLIED 2, ALL JAMB FASTENERS MAY BE(BUT ARE N07'REQUIRED TO-BE)COUNTERSUNK 10 PROMDE A �•1,6 VERTICAL JAMB B
TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT TO BOTH SIDES OF STEEL SKIN. FLUSH MOUNTING SURFACE. /
.1 DOORTALLER(TO SUIT) 3. A 1/3 STRESS WCREASE FOR WIND LOAD,WAr!IL.USED W THE CALCULATION OF ALLOWABLE
13 C.A.GALV.STEEL ITAC BRACKET, ALU.INU.E%TRUS0I LOADS FOR ANCHORS AND FASIENERS FOR STEEL,CDItCREIE AND MASONRY,
EACH FASTENED 10 W000 JAMB VRTN k VINYL
(3)S IB-rt-S/8•WOOD LAG SCREW. WEATHERSTRIP, µpiNW(2)/14A4/BL SHEET N[iAL�BCPE%* CD
2>;6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NOT TO BE USED FOR ATTACHMENT OF TRACK.BRACKETS)
TRACK CONFIGURATION ASOVICAF THE ODOR CKF1 P C AI•N LHR TOP BRACKET ON CURER
HTJOHT N 'k r X 4 %G %
ODOR OPENING DOES NOT AFFECT ATTACHED WITH(2)
INC WWD LOAD RANN'G.. _ -1 S 60 _ _ _ _ 1/4'.3/4-SELF DSIANCE STEEL
' MIRECK
BUILDING TYPE FASTENER TYPE MTENN WASHERS
_ _ _ FASTEI,'ERS PEOUIREM
8'-0' 88 3-1 2 10 34 B - - - - WZONTAL C- BLOCK HOLLOW OR1/4'.3"(1-1/4'ENDED)ENY TAPCON CONCRETE ANCHOR(2-1/2"Mitt Ex$➢STANCE)4 3-1 2 10 34 56 82 - - -- - - G00 s1 N4J. I:C C 1 4 v 4 1-3 4 N UW TAPCQN ONCRE L N2-1 .N. LIG OBS S8 82 - - 1 COP-' 1 +4 -'4 EM UPN 1AP Si OO- ANC N 1 _0 1 4 S8 82 DOO SI LDH.CMJ RET[ f •4-1-1 Y W -JT SBE HOR 2-1 NL4. OGC TAMC t UNCtU0E0
APAVN, i TPNGE 10-3 4 +- I ePiroN
_ -FAIT MCOR/S GJCM SIMI FROM DOTTON R N0 MORE THAN AIVPEN OF YA%IWY ON CENTER DISTANCE
2a WLv,STEEL TRACK, t -0 - 't. HIGNESI ANCHOR/SO"Uhu1LC0 AT LEAST AS NIGH AS THE DOOR OPCNIAE HCIGM, FEST LOA05:LOADS. 48;0
&&90.0,P.S.F.F
F TRACK THICKNESS!.060- 6 4• I IUB. 1 - MIS OOR EETS'THt 1 tN HL NAN.FACTUR]!!;PROWCT COx.
USE NISLtE NPACT ANO CYCt1G TESTING A
4 se' e ,'•ado - N ➢SIU-1F171 H
•X6• 1 0 1 7 D6 D n T MLI LL WK.$stat"DtnrrnlsD O]'O a 8585 Duk BcB"'0 .CLDPAY VINDLOAD RATING
,XS• J< USIOD D¢LCA'ACCORD NG To 1M FLOAYOA'DUROINC COTkNP01, wTOANAnONAI -(,
ff V Upson,OH 45040 USA ` ,
x.' eLNDNG cc«(DAPI M Asca to)
FOR THE YD LOA NG coNDligNs:.+1 TOLERANCES D. P ! TeL No.51J-77Q-i86D �J
ENCLOSED BUILDING.IO DOOR HAS 2 CF NbTN 94 6W-➢NO'IS ENO 201 3)ANF OuiUu ProdJcls CcmD2 Fa.
No.513-770-4853
I•zl I6-0. S6 4 ROOF S=RM 4)TESTING IN,A000RON:C WITH ANISNIASMA 105 AND .0 *.031A M
S1TA.2-1/2'd2 CA,WLV.FEEL,TAACKBBRACNET ••S 4, �•. ... PRp/OASMA 114.SEL-SPEOFIC'CALCN.ArON4 f{Y:A WAUFCD DESIGN .00 1:619 DESCRIPTION: 2'SINGLE CAR URETHANE CLASSIC DOOR 9200
•%3' (4)TRACK BRACKETS PER SIDE(UP TO 8'Hb III- • '
( ('}(,y !�' u1nNAT[wNn 110 19B' 183' ABU nD .•000 1.095 DRAWN DY:'SH DATE:D4/17/0 SCALE: pWG.
1- (6)(RACK BRN;KE15 PER SIDE(lM TO f0'HIGH). J�(S[y`BI!'[NCjRe 6� N Stt[0 MPIo 0000 a f.Qgl R
,X2,1 (6)TRACK ORAC%fiS PER SID¢(UP TO 12'HIGH)- SCOTF 1 4tl,FOHG LF DC fCC9 e f 1�2' '+ SIZE•+-i
((7)TRACK pRACKETS FdR 51x(UP TO N'IIICFI), L ROA E (G32Bq i ETf7]sLRE LCv[L Bc' c D D 9 CHECI<F.D DY: SH 'DATE:04/2../09 SHEET t OP 1
(8)TRACK BPACkCiS PER SIDE(liP TO ID'10CH), '�q��it�J;iL1 HEAN ROOF IIUU+1 7D' JS' 70' 13• 30 oaciuElons`n[tirJii�[HEs. DOC. NO'.; Ib41 B5 VER: IBC
4 3 2 FLOR010A PRODMO7 APPROVAL 6684 4