HomeMy WebLinkAboutProduct Approval � 1
�_._.... _ 1.....
'CL.hSSIC' RAISED FJa`+.T.l. Et4(30SS CDCRS rof .j SasEETt. t?E:Sr:SIONJ ._.. ..,... _......._ ..........
,-._ _.......,�...,....
'II'OR HEIGHT # Ur Li-BARS, _
t Sri-,I7NS j �� 4 r r I-' � h
ti':2b-LS P.s,GA 24 6A INS 5'n 2u GA i.^.S a m 25 O f2�V, NO, rOAE: i)ATE: ECN ;ap. tit P1D: .._...__ _..�OLSratif'T10N ... .......- ...
t -�� T_.... c I ip TG 7'0' n 8 _
a CLUPAY 1 GRA 94 ( - #7 7S 500 i.. ?b 76 "µ ""• 1A - ?7f$Ef?R SFi ApOCf3 CH AND{CNG-•PA EL..MODELS, ___�
€. r,. ;-s{,.v eGS' 47•x ARSr 6t2ST (yR�F dPS 90 10 ED'fi' .o- .•.-,�
_ImC3ES ,..t& 4d' ;._.
a
r .. ._._._. -... ......._..._.._..___...._....._...__..�. s
} �._...._._._._ SH0:2r AnhEt' LL'NEi 3ynNEl 146 INLAYOSI'GTTT7'Ib !
.. ._,._._..__..._.........._.... ....-.- ._._.. ._..._.._..,...��--f
u x MOREL 4' IS-Ei;St€ IA':3"` If! I:a'9' <�1. 1 is D
WD' io ?0
-
i€EIGFtT: 2#' "CI :SS?i," SPORT PANEL DEMN SHOWN. GALLERY_SHOFIT PANEL AND "CLASSIC"
.. ..._..-..............._ .._ .. .._.___. _-..._�_ .. .._ _.._.... EF 7 f OR JE
'CLASSIC'RAISED PANEL EMS03S WER5 � ' WU;L
$NSR pAL�,.•„-.-- .-.__._... ...,...... _ ty S OPTIONAL f'tAZ!dG MAYa[
i4�(. IA7,tEL ALSO APPROVED. gE TAt3LtS !T L'
I3ri:IR LTD.t. ihdi 4+Ff?tt Dt tNTCRFE A cIF`S-i4 u Gf CDr•-kS. e DF }NiER;t. ! ! 4- ���f IL4PAC'1-kt515+A'VT-OR STF1h0 D (PSH Qli
STd:.LS ,.Niir MMR R"iATit ( I
S ,NT'RN.S€R,r-IN7ER T i,FS HINGES
�. = - :-.— i t E3ETT SEE sErlaG r
_. ,._..
g*?....TO 31'2' .. 1 _..-- 0__,... } .. .. .. t'O!Z JET;ILaCl A71Nf: 6A Eta'J SrICP Gp
! µ
�'" Ib'6'TO 1Ib' ;. 1 2 Ft'+' 1f1 1C'10 I 2 ._ _ "'� �_`t -
.._.._..-._... ....M..._. _ .......-.. _. _:� �.. � NttRt�r DbalE SECTION (SHOWN i
7P'0' 0 1 x 10''�3��-. ? 15'0' YO 16 -3- .�'' 3 .�--, _-- �. .� INIERNiEDIATE St-, {SH
?4'0' TEt 1v FU' 4 4. �.�.
C hOTF.}.li.s,nv RLvARp€kC 7,Inn ¢y I/ 1 f // t/ / %f ! ,tl t ✓' l /+ t ;I,U`iRT G,AZ NTC ONLY.
5 ... 3 TILES Drl LONG PMIR D.11r,: - 1010 ( � f f I f.
^(VIEt, u.
ARRA E T11;SE r 1RnInGE.i[*GS Rn]SF'Y PAREL � - �-•--'�—� �-”' - ��� �'
RAISED' A,NFi 4DDSS DCI 4S Si ORT E+b1SS logRS ca C :. .. -. _..-
Mrfl E ?r CA a GA IND' iin r 3NTi,hN. Ii'7F it3 ER}I.. w i ( _ —•fit —r
....._.,,__ ._. CuUR WIDTH I SFILE-S N}rt:CS
GLOPAY -„.
��,LLCRY” bbSS. rtR�S CT15Sv,GeSCv -20 GA. END S71LCS l7it,Cs^_O TO
10'2' TD Ii'4' -.'t/A N/A Ci
DOOR SKIN WITH PATENTED
. "-. .. ..
IIELM
'ARTISTRY' ACSS AR5SV IY6-71713'10"€ 3 „_. ?,^ i ."'-""I i ...�.. / 7GG-L-I.00 SYSTEM (TOP.,BOOOM
&
_._. i li �I 1 I��III- �I
ID£«;. 'CACR3AGi EFt3S Cb55V 14't,' 7C 16 a'� 5 '3�.� ir. + z � ^�-ENIER). ATT,AGI"ED TO IJP-n}r0
ifJUS€" j p 0011CA'1 PAX itil7tE rAtEN7E0
i TOG-L--LOC SYSTEM,
WORT PA14EL _.._-. ....� - --. - '—
`"-` t
TWO
THIS[)O09 IIEETi Cfi'E7(C LDS THE DisWS
c.,Lik LG~, N0
.t
U-TWME WIND SPEED$LWFD BELO•Pt AGCCR UNG TO THEFLORIDA
BUILDING.CODE OR IRE INIERNATIONAL BUiLGING CODE.{BASED OR
t4 I
::e Q
ASCO-ID)FOR THC FCLLOWkC CONDIPONS }) E CCO'iEa
OVI DING :2)DCOR WIS 2 OF WIDTH IN 5LAWINi".S END 70'w, 3) A \-OP OVAL OUTSIDE hI YLO LOCK POSITION.
My RODE OPE,APIO )TESTIIJG iN ACCO.ANCF lliTbi �_.. htAX. 000°' 4r`€OTH I6-.0 _^ •..^I
ANSI/DANA,IM 82E'SPECIFIC CALCULATIONS BY A OUAOFIEII IN5. FI h?/{�Tfi745 S,,VP LATCH ENGAGES
D Surd P#?afcSb ONA€.I.fAY DIFFER, � s r
L
LOC
OF OPIKI Uti. VENT5, TCTAC U 0 Vc,RT.CAL TRACK.
.
SrEATE WINDI4U I NE 5RAP LATCH ON
ED14; 756 IGk IIS4TNr1 . EACH SIDE O OGORf
J
L14D
Fx�GSURC - ! f ST€LE.
C D 9.G. 6 Is,C S.C
MCAK RLLOr HLiCFIT Is ([li 25 5 30' EXTRA STILLS FOR LONG—PANEL MODELS. SLIDE BOLT LOCK Ol1T510E J
'.' T !EC to Ga CCMI.S 7 C*.AL¢3TERtt, STILES RCeJeRE'a A5 NOTED ON
ENCAGES INTO KryI O- - -}` OLFistOE
....,„„..... -.. _ .....,„._........_._._. TABAD_ BGah'. END END
VERTICAL TRACK. STILE,
THEE COMMERCIAL C N}ER STILF_S ARE ATTACHED NDPONr 0MVEEN TFL. STILE. HANDLE. k taANDLk. All
ONE LOCK"LIN •/
G%i TING.RESiP YTVtL CENTCFI `TILES rOMMEPCih„CENTER S7ICCS ARE� EACH SiCE O. III € a;N.a.cG S iht,
ATTACHED 41Tt1 70„-s-IOC t O Fu B:ITTON1r aR 4R)3/IS POP RIVusS. - i} I(L' H%+NO:,F. g ;-..TR aCK (7Li
_ t�rrrrrr o,?t4)�s SME-T METAL SCRmsa vOCR' (UT�!!?r ✓S YC t) €,O J Y_�x}{ '9 TACH 51D
_..
aaa� T HA/yjf(T/ice NAS.L TQM�S1C_S QP7I N.. C)t OUG
'00 p0 INS€E-s€±De_ ilf 7's.WT IDE.KEYz�... .rK 1~ITH
ISM-BAR I-OLK r� 1
No 2 JfsarSjfi STieEa MA VA URN F9DUU r CL7F:,>r'.
yp."• �': /Ir Mf`.-T41 SCRPi S A I
._� s>•fi�£,.iO(' i aAi aafyAl•;L4�.b l' LONG
ANEL RAM FI5$
(C4 }� ❑ b.'t L1 S�v�i�JAU w'r�!ip;1�,�105r k: e� 1��1-, €CIvC Pah t. r'hN 2r 158v E
v s LAY ;LL oi7(> CS r e7ASty 3D'II X13 rp f P r, PVT N6.: N/A
STATE OF CCI+ tArze 8ualtiork al7N&ECAC+saTING.T.. t
: o TAPPING SCREWS a'r TQLERANCE� � Q�a� upsc D.I 5040 V5A � r �r
Fp t 3-XO SNI;+? it D P .-y 2
l,`,S_tIi{LII1 .,_-CAOE €i ' to CA N R'O AT .DtO}FDy 3.:403 853
D SCRIPiION: CLA IL AND C477 EYP STEEL PAN O .�.3[tr 32 F 1 }
L x_—.�IJ)-IAQES . W ...LT t�7._ E_SI9CE I van oos 01WYN BY: iDATC: I/Vvoc SCREE NTs <5-_
DESIGN rNGINEERs w }Y n Vl ia�E� e9 res ry �*sle VI KE Y; 46EI_ B_i
p
E{:' D 8 UATL OF SIZ-
cF OtT FIA.+HILTON, P.-C.
_..:....._... _...�__....._.. .....
U.k tote C.hc.wRe --
t €01122_.................... ...... LE32. 19:. �i
I GLO aQG DJ '[�' �l �( i
C �!r � is;, '�
�.w. ,,.....�..........Rs. .......e....,.-.,..z. ,. .�....oac...,,,+.........,......,,,.,A„ ..........w.,........ .,..,.._-...,,-.�.,,.�c..,+�-..w-.�e, ...,.._..,,,.,.,.,�r�..�...« ..,.,.,.._ •..,..,.wr,i. ,,.x..�n,ut�.ta�..M.,.. _,,.,tt L...,:a.r ,uk .,�s.� N..z...,.�4 .._..ww, ..........»..w..-su#,.....-c........a,,.�-„_,.,»,..�.�,.M,h.x. A.,...,�..,ma...,,..,..
Al
CAWAG'E HOUSE,. 7 Sii•:ES=
.$,ASSIC'W',Ir?PANEL EltBr)SS DCCRz RatSE1,PANEL[.-091755 BG.7R$ RE4'i5iC3NS
tQ50£LS 29'GA--124 far, I!21 25 Gt.125 Gl.Itis 2v Gn I25 Gr, IN,, RIDEI_S 25 GA 2S vA INS 4` ` R£V• Taa. VINE:I DATE: "(:ht 140. APFVD:.
”- .- "" ... '—""'"—I SEE REvt$l0N iilSTof:v aTi SHEET ONE.
t E:Lf.:DRY CtDFAY
GR:S.CRSS GGSSv.GRSSvt u,
_ .. _..
tpE BRSi dFa IRSF GR9T 6RSf c JT G4L LER _� w
,L : ,...... - FL1+�IW _6,49$ 4an S AR[ ARSSv
.._ _......�.. . APTISTRY-
$f ORT PA+lLL LUNG PANEL ..._...—...w_... _........_.-.
L.._..._ ID A, CA^+ft ACE
�-� —_— F:11�S
E1 .+ MU EL qF IS FLL=SH NGtI E'93Sv
......._ .»,. .............
_iSNORT 'PANEL „
(txtt h 7-ME5t Tr?hT ONS, ltr;it(N: STANDARD, AS=FF tat Y t t S-R;JG BO I:
OLID DOORS(NO G1AZING) OR DOORS WITH OPTJ61 IMPACT-RESISTANT GLAZING ARE OPTIOh)L FISTS OR 1/8"ACYRLIC L!TES AVAILA6S,F,;.OPTIDS AC_m-LIC GLAZING 6
�
WRACT=RESISTANT. OPTIONAL INJECTION M..OLDED POLYCARBONATE FRONT rfWiE-A?D PLASKOLiTE OPTIX OR•LUCITE CP'APPROI<'EU M2 PLtiSTIC'IN ACCORDANCE 1R..ti 16Cj;"13ti
_ GLAZING IS GE LFXAN S1.0,4321',AN.APPRO-r-0 CC2 KASTIC. IN ACCORDANCE, WITH 7606,
V$CfFOC 2iSOA. Tm, Er TIRE OJOR,As55Et.2}16Y EtaSTA?.1.EU!,N CofdFUANCE YF:T}4 Y!{JS SECTION MEETS THE
THE ENVTRE EDUR ASSEh1BLY INSTALLED IN CGVPLIANCE WITH THIS SE('(ItN M',ETS THE WINO LOACI RFDUIREMENTS OF THE FLORIDA,BUILUiNG CODE 012 INTERNATIONAL 6tI1LDIa1C
WIND LOAD REQUIREMENTS,L7f"T;[ FLORIDA ;ilE1tUING 4aDE AND INTERNATIONAL.Bill{.DING CODE BUT),1QESN9T MEET THE IMPACT RESISTANT REfitFtRCTAEYl Fl?R 'h'INDBaRt�IE 4EQRiS
CODE AN UE_'T'S 7ile": .F4PFC?-'L:ES€STfptT REQU1RE:AF.NTS {REF. CHAPTER 16 FSC/154 REGIONS'(REF. CHAPTER 16 Foc/oC).
Sf: T14)PJ E;- tv137AC -;RESISTANT (�L4Ztty a C}€''rlt}N SAF I iGl�! B— L,-QN--i�tE IL KE„I,,MIT f,.rVLI,_�
C IIElAa-•q•
FRONT FRA
LtE WITH 17.V, COATING.ON OUTSIDE SURFACE_ ( .
1 NOTE THAT FRONT f AMF IS'NARROWER THAN j
+€,`D'.- 009A(;r-REu15TANT rRAME,_ I
OP21flRAI DE,,ORAIIVE -2L I✓VCTi531'�Pu$C
. W BOW TAPE
t25
SN.0.•%-tN U:SERT. f I } r,''#ELN FRRVE ANT)F C
S.^f8DEGORA111S
^ter-"' lsf
MOLDED INSIDE
alRh •. j �---- .
-{ StRU£TUFL1t;SILICONE SEALANT LITE RETAINER. 18x3.!4"FAhI HEAD SCREW
(6E7WEEN STEET.SxIN ANa rRAME). (10 S-RrWS PER LITE).
6dPAC;RESISTANT
C•NC-PIECP:€N.:ECTtoN !-PDLYSlv?CNf FEINNCR-FF$TEtSEC1 TQ FRAJMC%TH t
p t?OLDE€?GE sww (3U)35 SJd PAI+kAD !:,£tfsNE S-REVS: 1 s
I� -+L%2 i32T PROW i
FRAME b^:Ct.A7.INC.
IMPACT-FRESISTANT ASSEMBLY DETAILS S,TA,ND,4,RD ASSEMBLY DETAILS
DRAWING 1+01922-A DRAWING 101922.8
GpxK HAA11ZT
*•;, 4./F * '-48,0
`t NURAC TL TI: RfIDUCTN-211 C TI.:
M1iv 25S,t9 ppgR�, VP �a -1F 153 R >ttCR r?rNC1 F'At�-2F753
DfSlGN 1 ORUb f L.4 E SALE a f L?NG.PANEL: PAN-21',156
TET LOADS +4A.0 P F`. 8: -48 a P 5.F_ PART NO. N/A
3" -8TATE OF 44 I, cc.Smwt k a s lss �ifOpa� H5E5 Deka 1}cz odd WINDLOAD RATING
' A+ '�.` T aoajo {*If 45410 US4
L S3, �. ♦ (?LERAhGE.S q<a Tel to 51.-770-980J ft 7"}(.,
+y�fisS O'R t lyC?�O a ..E s0 c t:l 4 pay' .M c S a 5 3-xm-d€23 k .Ll I ' 3 L
tjfj r�T,iAil)t }lt,, ...1 .aafl 1 Ql s DESCRIP' C,VLi. CSIC A.N:t CH FSP STEEL PAN CC •t32/ 3g PSI
eaoD K cal UTtA rN BY MWN I OATS f/25 9—ISSC LF NTS �s'.
DESIGN ERGif�f('r.rc n s ros t t! i€ I 4 c S17_'
CCITT IIAI ILTON, PT 4 sc stoceq Q c (IIF Y D B I7 tE ISI CT 2 Gt D �
DTX CTU 1611122 IY(r1 IRl' T
4. _ `: 2 FLORODA "PRODUCT t�!PP���M/�L� ill 3 �
4
'CL-SSiC!RAISED PAN[,—LmMSS-DCO��tl REVISIONS
RAliSE171 PANEL CMDOSS MORS
GA ]i ps 1.).F IREV, NO. WNE: -(}ATF,: DESCRiPPON
GA 5 GA'INS
MODELS ai 4 GA I a-51 CA INS EGN NO,
14 - SE iii, HISTORY'ON SHEET dNE,
CLO-Ay 84"',w 7,_
73, 75 1500,
11LAL 4R37 6RST 6PSP`ll 47;;,m. I--V GM.GPSS GD5SV,OR5SV
4Z� -s
55S AR5SV
A I T f S."l-
Tipy 3" TAI I U-BAR.
SRURT,PANEL .............
PANEI c4v. STEEL.
IIII-E-Al- 'CAFRIAVEi TH r1K 20 b.. -
mu'--t.-tr Ls Ftusii '65S cD9SV WN. YIELD STRENGTH: 50 I<.$.
D
IN THE CASE OF GWISUM WALLBOARD LOCATED AT OR NEAR THE DOOR OPENING LOCATION Tf*,RF APF WO
I ACCEPTABLE A!.,TERNA.TIvES; 29 GA. 441N, G-40 OALV.
,- i 7/a"
THE WAU.BOARD CAN BE CUT AWAN'JR01" THE DDOR bPFNlNQ A,�O 2X6 SOUIHERN YELLOW PINE WOOD JAMBS STFIL SKIN VITH A T
MOLiNTED DIRECTLY TO THE SUPPORT ING.STRUCTURE TO, CRFATT VIE MUNTINiG, SURFACE. ALTERNATIVELY. THE PAKED ON PRvMER AND A
BRACKETS MAY BE AITXCHED r-A-l'.CTLY TO lHZ SUPPORTING STRUCTURE. SEE Dfjkk. FiFLOW. THE CENTER OF BAKE(-' Oc POLYLSTER TOP
SCREW HOAX MUST BE AT LEAST 7,- FROM Bo,'',H EDGES POP 4, 5/iP,- LKr,SCREW, 0041` APPLI�D TO E30TH
2)IF.THE;WALLOONRID IS NOT CUT AWAY10 CYPOSE TVE UNDERLYING, STRUCTURE (WOOD FRAMING MEMBERS), A SMES'OF-STEFL, SKIN. 12 GA. CATV. SEELL 'LOP ROLLER
'
2k6 SOUTHERN YELt,OW PINE WOOD SUCK OVER SHALL BE'INSTALLED THE WALLBOARD rRAMAIC THF OPENING BPcA(;XET. BRACKETATTACHED
USING THE JA&Q AfTACHAdENT FASTENERS LISTED BELM. HOWEEvE
R, THE WAS ATTACIINIENT FAETENMS MUST W (4) #14.5/8" Sifff.T
BE OF A SUFFICIENT INCREASED LENGTH TO,ACCOUNT FOR'Nir Tf-iICKNESS OF THE WALLBOARD.TO ENSURE' SCREWS.
PROPER FASTFNFP [NIREDMENT INTO THE STRUCTURAL FRAATING MEMBERS.OF THE SVPPCRTIP4G STRUCTURE.
1 '/I- FROM Emir. BOTTOM OF SCCPON; U-SAR PLACED
SHIP LA' JOINTS. • ABOVE OF LEAF HINGE AS SH901N.
iI: Q,*.,. IGALV, S77LEL END lil;NGE
ly,
FASTFwFD TO Eml) 5PLES 1"V/(4) LACH
#,4x5/8" SHEET METAL SCREiltS 8,
1/4" k-v TAPPINC SCREE ms
le, DEtI�.SllY POI,YSTY'RFNE FONj
INSULA I ION.1-!p/i 6" THIC K wITH
!�MICA! JAMQ AM E 6ul!Di VINYL ;iA(RCELL.BACKER fOP OF SECTION; U-BAR PLACED O.
'MENT. .............DINGS): (INSULATED MODELS ONLY). TOP OF LEA I j,' HINGE A:� SHOWN,
3/8^0' LAO SCPEj'VS 0-1/2" 00M)ON 24" C E N TERS. 1-1/8- 0,0. WASHER RrwircD. L-,c scfiEwS mAY
BE (004TERSUNK '(BUT N07 REE-OLORED) TO PROVIDE A FLUSH WuINIOG S�M HOROORTAL jAY13Z, DO HOT
L041).
3" TAiA. x 20 GA. GALV. STEEL Ll-RAR.
VE 746 ATTACHILIENI; (C-90 rjIbCK OR 2.QOQ PST IMIN. tNCRFTF Cot umi,01:
ONE AT THE TOP 617 �_�AGtl SECTION AND
3/8".3"SLM`17 ANCHOR BOLTS (i-1/2" EMBED) Of,, 17" CENTERS t2f.000 PS[ IAN. CONCRETE). WA5HER5 'T_ r0tv" AT THE BOTTOM F EACH SECIIO�N,
INCLUDLq 'WITH Si.FEVE ANCHORS; I j CAll I
U-BAR ATTACHED WIT11 (2)
ORylI 1/43/4,- SCLF TAPPINQ SCREWS PFR
j/4`x3_Ta CON SCREWS (11/2' EMBED) JN 14" ce.mrERS (7,000 PSI hiiN. CcNtRE-�E) OR 8'CENTERS (C-90 STILE WCAlION.
ewc!<). 1" mi�4, On, 'WASHERS rccuiRm moTH TAIRCONS,
E3
ANCHORS MAY BE COUNTERSUNK (BUT NOT PEQUIkED) TO PIlmlim: x fistl m0IjrffIWG SURFACE. HORtZONTAL
ik"IBS DO NOT TRANSFER LOA?.
REFER 70 nASMA TCA s-i6l_ A uc4.NSLO PROFESSIONAL 14AY ALSO BE
!1 EMPLOYED TO APPROVE ATFRNATE FASTENERS AND/OK JAMB CONRCURAflONS; 13 CA GALV. STf,'.Fk, D,')TrOM .BRACKE.1.
AIIACHCD W111-1 (2) SHEET METAL SCREWS
NM: 1',EDf'SIGN CW THE SUPPORTING STRUCTURAL ELElUENTS SHALL BE THE RESPONSIBILITY OF THF.
moassibNAL OF Rf:CORT.l FOR THE BUILDING-OR MIRUCTt.gRl: AND.IN ACCORDANCE WIT" CURRENT BURDIN(l CODES ALUM0114LIm EXTRUSION
FOR THE LOADS USTCO ON,THE DRAWING,
It VINYL
------711111!nyl) ';FCT,ION YLFKq)
�olx
.% 4, ........... _.A
061-V HAt,114�"qe
%-NVt E N&
No W" MA IU t<IURJNG PRO AJC. CrIDE
iz S SHORT PANa: PAN-2F153
L2Z M,4
WN 25 CA, DOOPS. Vf�.�PAN-?F1;,.3/67
"ESIGIN LOADS: 0 -2"56
4 32.Ll 1,
__j TES I LOADS-, 448.0 P.S.F. & P.S.F, PARI NO.: NIA
"G, STATE OF 85K�Duk,.O.*,a(d WINDIAIAD lWiNi, A
T z ' �: . DIP 1I
,0, RANCrs Clopay la on -1 45040 US'
.,.,.\..A, V.,. Tel 1,,3�770 156�, \ /-,
4 C)F,10 �snny_r, -1 - . _j c_
........... i
Di-ESCRIP'TAM: CLASSIC AND CH RP STEE, PAN D31 32 PSF
DRAWN BY: Y%VW JpAj� D%VG
DESIGN— E N G"E t R i B
IN /2* CHECKED BY: -- AHL a - OI z
SCOTT HAMILTON. P.E, u I x S o ed olh41
D, N W I<r DWG. NO.: ',01922 [Er,
ml:S, � r w t il- -...............................................
613286............................................................................. .................................. ...........
3 2F L(0)Fa�0 F 1100,ILL011,U-1 C 7 A P?P DR 00 W Ak L I G 11-5,AA(6)
4
LA5$$C'AHI[Eh PA1+EL 6mfllrcS.S10^_RS 'CAg9jA6E HOUSE' z St:EC?` f REti1SiaN5 ....._...
RACSE7 PANCL EHSUSS DnDRS ..».... »..,.._.__
.,._. 4 OF 4 Ft€V. CS_3. 791x`_- ATE: i"ry --
O i S 2{CA �, ca INS 'S GA 2S O�F S ai Ch 25 GA INS t'rJC LC C$G.4 IS Ga tti$
t,13PAY Baa 94 73 7;' T•G`0 190 7G 7&V CT.G°hy '- !4 -_ - SEE REV,SICIN .yi5TORY Ltd SHEET ONE
IITCAf AhSi 4F">z 4RSr GRST 61rSF ci2SZ. cqt L fiY G6'rS CRSS G*�SSV .;sz5Sv
.. ..__ __...-..T..•..._ ....
ES Ga.465 -- .4426 ss,SSS j _ -- •fCIL LS AF.55 Afi°5SV
t $n£iR3 P StiL LG7dG PhfiCl ArT4 (RY• .
L..... _.„......_ 'CAR
.. -.... _�
TMttiAEL Rf 3S FY.UId# ICC L CARRIA
CIISS' rT15Tv
HIItSSE'
�» SliURT PIANCI.
-010OR COUNMRSAt«S�CE S'rSTEM _—....._-.,..�.. ._.._._..._...
HCRI2OF*TF.L TRACK
1�,SA BALM S E2 rLAG R'Y'Y,ET A3TS,eH€0 TO CrOf?R, SUPPOP' UY DOOR.
JAYR WIT{?(3)5/36"x i 5/3"LAG SCREW'S H IG{.dT'� •• INSTALtER'(TO S;11).
A40 TO TRA CK wird(2) i f4 rwris. 1*.
I 16" 2xr>SYT-WOOD'JAMEI SF£. f-�•-OPTIONAI,STOP MORLRIN GY JN'5 ALLER 0 SUIT).
L'D IRAC.K COtt ICUC,A'ffON u ST
ABOVE THE DOOR OPENING,QOC9 W - AS ROD:SPALINO NTE 39"P.C. 7-fs.3 "JlcrjR OREPARATtCt NUTS »' ,`� _pa GA GAI.v.STEEL PNU.STILE
NOT t•FFLCI THE WIND LOAD S N'�t 1 4 } +` 20 C.A.MIN.OLV. STEEL INTER14. 57itr.
RATING:OF THIS DOOR,
GAIv.5 6CL 7R?CIF. 9`T?-t LQn _ .
c3 a.'6 10" r 1/2. x 12 CA CJ,4,V.',%tL _"•-- * 1
SRACK IHfP w--.SS:0,066" '
B { TII tt•• I.ACq(e;"w4)KFTS Pe eE�vm :U �.••.•_•.. r
1 13-G. 1 WOOD JAMBS W;TH ..f6 % —5/5" w"tz�^. t8 GA,OALY STEL CENTER H1NCC
y =t. -G 1 f" V, SCREWS, FAS 6NE0 TO i TER STILES 41/(4) EACH E
.T rFRD 9USH' A€8:5/C'SHEET M fA.e S nws I
i TJT PA TENI`R
w UAtV STEM TR..CeC BRACKETS. 12'-6 l.4 � � 34 GA.G%,4: Tr#1'<ULIfR MINCESrAS ENeb.;Q CAO S I,ES W!(°)GAC5
zI AT ACHED YU JAMB Wftif (1) 13'-0-148` SNE T VS11AL SCRFWS AND(4) 1/4"SELF TAPPING SCREWS 'ER ENI:HINGE.
6/16 Y. I-5/6 Vxr.-,CREW PER 3',,,;�,j75e^ 2 'ALV STEEL TRACK-A$TENEQ TO
TRACK BRhCKET.. SS-U J. fl t?GA CATV STEEL T}�R 3L BhAC1iE:tS. tt
•-6 66" WITH E(THCR'f-,) /4 DIA. RNCF$OR `-2' RIA SHORT SiCM, 10 BALL VEEC ROUEN V1141STEEL.aR NYLON IMF,
172„ (1) 1/4"X 5/8"BOLT&NUT PER
t5" A^ TRACK RRACg T: `r rt10Y_C--c
�itiMi'aRaTt�Nct� v tt��F�
LHR-dPACKtf.(2+1/? xs-,3/4-.:z,12C:A).
AT;ACHED WITH 12) t/4"'x 3/4"SELF ThPi?1NC
IK,NRF F'iCtt?.SL4
�i S.cC»1Y tiEfctlR.'�}iA G�,�IL}t$
CK,
Rauw_E,HOR1zaNTaL
r rr;A
No %t FAKJrACTURIV- PRODUCT CODE
SPORT� I
}*� € *y 11N S. �t6.�„� Ad✓+.. n - f 1�3 E LONG.PANY L PANN 2F 156
•-, { T3ESt d LOAO> 1,a2:rS x: .n,`. 3_II P.S t
-0. TET LPADS 1 49.0 1 S F, k -1,8.0 P.v F. PART MQ, NJi^.` �.
'. STATE OF t7,t Lr,,s.-Yaucze ten 856 O;If.e.#3o a ora - VIITDLLtiR RATIN5
4 _.CiQ�1aV Mo34 '(.4'?JR4G.VSA. j
<5 ski. TALE r2AN S�� M J
P '}♦ Tet ha.SI-77fj 4880 ��?. .:1
f?R}t?� � e a3€
mill l r ars sr p »:�51�ro 4asa '=
{ ,',t tt('•}!3.(T yL��' .00 .4,0 15 DEr RIP110 CLA4StC A94D C^i.RP STEEL PAN GC +321-32.PSP
OOS
"-....•....-_. �1tii U00G #qC1 DRA eN Pr tAY,W LsA'i-E; 3/254 9(> SGA-�: NfS' ' j
DESIGNNflslCr-R• Tiegrcoe li/r f.HC,^KE0 BY - _DATE.- -' SHEEt` 4 OF WIZE
SOC>'TT r44i(-TOM. ft.E.. U a 5t ICJ o nirM
fly?C.'� t.1i^v'NSE fv0. 632136 .�_.M.. DIM.N_JwS AP 'IN 1.ZHFS. D'e1'(i. N(} iUi;J9,2 VER: Ii3G �«
.. ._ .. .. ...
2 .___.....,... _....w.» ,�. ._........�,..
Florida Building Code Online Page 1 of 6
t
..a a ` $ $ � ' 0 8 � s.•
.. _ ..:
Flodda Dptreilif BCIS Home ( Log In User Registration Hot Topics Submit Surcharge ' Stats&Facts j Publications' FBC Staff BM Site Map ( Links Search
Busines (/1,j Product Approval
Professit IL,11 *. USER:Public User
Regulation
IM. 1 Product Approval Menu>Product or Application Search>Application List>Application Detail-
FL# FL16546-R5
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived n
Product Manufacturer Clopay Building Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)770-6062
mwesterrield@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.-ETL/Wamock Hersey
Quality Assurance Contract Expiration Date 12/31/2028
Validated By Gary Pfuehler
® Validation Checklist-Hardcopy Received
Certificate of Independence FL16546 R5 COI Certification of Independence of Validation Entity-
Gary Pfuehler.Ddf
FL16546 R5 COI Statement on independence of Evaluation Entity-
ScottHamilton 120424.odf
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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvgqu2w%2bn... 12/23/2015
Florida Building Code Online Page 2 of 6
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date.Submitted 08/31/2015
Date Validated 09/11/2015
Date Pending FBC Approval 09/11/2015
Date Approved 10/16/2015
Summary of Products
Go to Page = 0 0 0 Pagel/20 0
FL# Model,Number or Name. Description
-16546.1 01 W5-16-HY PAN-21`153: 73, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)
'1500;75, 190,84A,94,42,48,55, WINDCODE@ WS Garage Door
4RST,6RST,4RSF,6RSF,GD5S,
GD5SV,GRSS,GR5SV,ARSS,
ARSSV,ED5S,ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 R5 I1 101922-A-Rev14.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:+32 PSF/-32 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional FL16546 R5 AE CBPC 131211-A.odf
impact-resistant glazing are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.2 02 WS-16=HY PAN-2F153: 73, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'0"wide)
1500,75, 190,84A,94,42,48,55, WINDCODE@ WS Garage Door
4RST,6RST,4RSF,6RSF,GD5S,
GD5SV,GRSS,GR5SV,ARSS,
ARSSV,ED5S,ED5SV
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16546 RS II 10197.2-B Rev14.odf
Approved for use outside HVHZ:Yes Verified By: Scott Hamilton FL PE 63286
Impact Resistant:No Created by Independent Third Party: No
Design Pressure:+32 PSF/-32 PSF Evaluation Reports
Other:The standard glazing available for this product FL16546 R5 AE CBPC 131211-A.odf
meets the wind load requirements of the building code but Created by Independent Third Party: No
DOES NOT meet the Impact resistant requirement for
windborne debris regions.
16546.3 03 W8-16 PAN-21`443:GD4S, Gallery/Artistry/Expressions: Steel Pan(min.24 ga.)
GR4S,ED4S,AR4S Double-Car(9'2"to 16'2"wide)WINDCODE®W8 Garage
Door with Optional Impact-Resistant Lites
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes 816546 R5 I1 104791-Rev04.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:+46 PSF/-52 PSF Evaluation Reports
Other:Solid doors(no glazing)or doors with optional FL16546 RS AE CBPC 131211-Apdf
Impact:resistant glazing are Impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.4 04 W6-16 PAN-21`153: 73, 1500, Steel Pan(min.25 ga.)Double-Car(9'2"to 16'2"wide)
75, 190,84A,94,42,48,55, WINDCODEp W6 Garage Door
4RST,6RST,4RSF,6RSF,GD5S,
GD5SV,GRSS,GR5SV,ARSS,
ARSSV,EDSS,EDSSV
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16546 R5 II 104710-A-Rev03.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:+36 PSF/-42 PSF Evaluation Reports
Other:Max.Wind Speed(V_ult): 170 MPH.Solid doors(no FL16546 R5 AE CBPC 1,31211-A.pdf
standard glazing)are impact-resistant(large missile Created by Independent Third Party: No
impact).
16546.5
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWMgvgqu2w%2bn... 12/23/2015
These Tables Are For GARAGE DOORS.IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B, C or D
Table R301.2(2) of the 5th Edition FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF] .
❑160 EXPOSURE:B 9'x 7' Door=+24.3 -27.5
❑160 EXPOSUREiB 16'x 7' Door=+23.3 -26.0
❑160 EXPOSURE C 9'x 7' Door=+29.5 -'33.3 (1 story and max 15'
160 EXPOSURE-C-16'-)C7'"Door=+28.2 -31.5 mean roof height)
❑160 EXPOSURE,C 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
F-11 60 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
❑160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
❑160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 -22.7
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15'
F11 50 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
F11 50 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 mean roof height)
❑150 EXPOSURE D 9'x 7'Door=+31.4 =35.5 (1 story and max 15'
❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 mean roof height)
❑150 EXPOSURE D 9'x 7'Door=+35.4 -40.1 (2 story and max 30'
17150 EXPOSURE D 16'x 7'Door=+33'.9 -37.7 mean roof height)
Notes:.
Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection. '
Glazing in Garage doors must comply with.R301.2.1.2 (Glazing must
be impact resistant or shuttered) `
Miami Dade N.O.A or Florida.Product Approval#