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Query Date:Fri Mar 11 2016 k ^" � it rE
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Latitude:27.3701 �tir Y rug
Longitude:-80.3216 a
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ASCE 7-10 Windspeeds ao Ks reo KY M n porfh
(3-sec peak gust in mph'): n� oK
ds.Ar i d cean
Risk Category I:147
Risk Category Ik 160
Risk Category III-IV:171
MRI"10-Year.87
MRI"25-Year:107 i a s Cuba Poeitop co'.
MRI"50-Year:119
MRI`100-Year:131 cuaceniala
ASCE 7-05 Windspeed:
140(3-sec peak gust in mph) E Venezuela
ASCE 7-93 Windspeed: caya��r
100(fastest mile in mph) Colombre ae� aaa _ T
t?t7 ,, .z< n M_.•PA
per hour ._.ivlphdafa02tiJkGoog[e.INE,�t
'Miles
'•Mean Recurrence Interval
Users should consult with local building officials
to determine if there are community-specific wind speed
requirements that govem.
M
L--J.Print.y_our results
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Product Approval
Prof essii R.—
USER:Public User
i:e ,tNi6
• 4� Prgduct Apprgval_Mequ_>Product or Application Search>Application List>Application Detail
r FL# FL5823 R7
Application Type Islon
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category fSin
w
Subcategory Hung
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 Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M.Urich,PE
J Validation Checklist-Hardcopy Received
Certificate of Independence F15823 R7 COI Eva Rep CWS-155C(.SH-81001mpac�)_pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/16/2015
Date Validated 12/16/2015
Date Pending FBC Approval 12/21/2015
Date Approved 02/10/2016
Summary of Products
FL, Model,Number or Name Description
823. 8100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823R7__II_
eriCWS_155C__(SH-8100 _Im.pact),.pdf
Approved for use outside HVHZ:Yes Vfied By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Large Missile,see installation dwgs.for Max.size and FL5823 R7 AE DuPont PVB NOA 13-0129 27.pdf
DP.Outer lite in I.G.must be safety glazed when used above FL5823 R7 AE EvalRep CWS_15SC(SH-8100,-ImPA(t),_�df
30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE Qanex Mikron_NOA 12-1017 02_pdf
Created by Independent Third Party:Yes
5823.2SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double Single Hung),Impact,74
1/8"x 63".
Limits of Use Installation Instructions '
Approved for use in HVHZ:Yes FL5823_R7_,_II__CW$_4408__(SH 8100,._IMP,..74x63,
Approved for use outside HVHZ:Yes CONTHDSL)_._pdf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other:Max.unit size 72-7/8"x 61-3/4".Outer lite in I.G. Evaluation Reports
must be safety glazed when used above 30 ft.in HVHZ.Glass FL5823 R7 AEL DuPont PVB NOA 13-0:L27.odf
complies to ASTM E1300-04. FL5823 R7 AE EvalRep CWS-440B(SH-8100 IMP 74x63,
CONTHDSL)pdf
FL5823 R7 AE Quanex Mikron NOA 12!1017 02.
Created by Independent Third Party:Yes
5823.3 SH 8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823..._R7_._II_.._CWS-49.1 B._.(SH_8100,_IMP,,_74x7.2,
Approved for use outside HVHZ:Yes CONTHDSL),pdf
Impact Resistant:Yes Verified By: Lucas A.Turner 58201
Design Pressure:+67.5/-67.5 Created by Independent Third Party:Yes
Other:Large Missile,DP= +/-67.5 psf,Max.size 74-1/8"x Evaluation Reports
72".Outer lite in I.G.must be safety glazed when used above FL5823__-R7 AE DuPont PVB NOA 13-012927.pdf
30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823 R7 AE._EvalRep._CV1 S_49�B.(SH.-81.00IMP,74x72,
CQNTHDSL).Pdf
FL5823 R7 AE Ouanex(Mikron NOA 12-1017 02.pdf
Created by Independent Third Party:Yes
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823_R7 .11 CWS=295D,.tSH=8100 IMP._52x96��df
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 R7AE__Ev_alRep_CW5:295D_(SH_8100 IMP,
FLANGE ONLY.Outer lite in I.G.must be safety glazed when 52x9..6)_,,pdf
used above 30 ft.in HVHZ.Glass complies to ASTM E1300-04. FL5823.R7 AE Kuraray.PVB NOA_14-0916.10pdf
FL5823.,_R7..._AE_._Kuraray,_SGP_NOA
FL5823__R7_AE__Quanex._(Mlkron)NOA 12 1017 02_pdf
Created by Independent Third Party:Yes
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Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
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{SHOWN w4)tFFEflENi OPTIONS} .TOD�ePLrwmi TTB:FLDRroAetraINNGGaDE tFTR.T,GLRRRorr SINN
IS RRONINCWDWDTHE HOHVELOCRYILURRICANE IIxW(HYFin AND I--4AR—
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R --— -- M°T—TN r •OSITM DESIGNLOAOS GASED ON,TESTED PRESSURE,WATER
} ^I,+•IE. INFILTRATION TEST PRESSURE AND GLASS TABLES
T .. CLASS UC ASTMEi30DD4.
D0.ANOE A S.ANC1gF1AGETHE 3a VJ%GTRESS INCREASE HAS NOTBEEN USED
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NFx.HT I LWptir I I O I II: LDCR'ATA INTEHOEDTO Bf tFFT UHATCHED DURING NORMAL ¢¢c >
wax B B PASS OPEMTION BRIT MUST EE ENGAGED PRIOR TO EW�OSURF70 w w n
DID NURflIGNEWINDSAND FLYIND DEBRIS, n c
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LUCAS A.TURNER,P.E.
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A JABARA AVE
NORTH PORT,FL 34M
PH,941a80.1574
DESIGN PRESSURE
LOCATION MAX.UNIT SIZE IMPACT RATING GENERAL NOTES AND
TABLF OF COLtiENiS' RATING ELEVATIONS
GENERAL NOTES e ELEVATION5_1 NON-HVHZ +/-65 PSF
GWINMGETAMEI —.__—.¢ 53-1/8"x 76' ADE GEM=
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.ANCHORSCHEpULFAIAITES_.__536'x 62'
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)re'OVEMLL WSIMlm GU55 )Ifi•OVEMLLDISLLATEO GUSS
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.
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SI.�ertE 12 12G81ABRRA AVE.
NDRTH PORT,FLSA288
IInII �--- PH.9GI380151A
ll�� GLAZING DETAILS
ADE 06110/08
GIASSTYPEB CWS-155 C
GLASS TYPED. SASH LITE SHEET
Fl%ED LITE 1:1 2 OF 6
PITERIOR WINOWT SYSTETR
' 19a0 swuTx vE
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p SINGLE HUNG
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SECTION VIEW CO
SECTION VIEW A-A SWEEP LOCK REQUIRED SECTION VIEWS
ALTERNATE FIN FRAME FOR S¢ES OVER 3W.ST.
NO SWEEPLOC ED
Pofl UNR536'a6Z'AND LINAND UNDER AIDE ON1010B
CWS-155 C
ITEMS NOT SHOWN FOR ClM1TY:
' 22,Z1-z5,33J],a345 SHEET,
12 30F6
rAmSLIST FRAMECOPNEP
1 w6031 Frame Heil.FIG SW. PVW MKRON CONSTRUCTION �WINOOW MTEH511,�J
2 HFmI Fran.591,E,S' o PVC MKRON —11y16-
OCA
3 N601 FrBmeJmO,Flg,S' bHue PVC MKRON ' j 900SYy11TH AVE
9 N1®6 Alem.FvaO MOeL POJ AUWWUM KEYMARK T i
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5 S—IFm.Rao Cwt PVC MKRON I 16 �� O .LWSGG
6 -JS TOP RA PVC MKPON 16A•
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H-1SINGLE HUNG
9 699 Mnmn SBR ALL IW KE-10 Nfiml SssN Ssb RaU PVC MKRON -- IMPACT
it 5-1W0 Rtiribrtrnarl bSSR ALlH1WUM NEYMARK PVC iWJ1E HANGE3pal iNC 50.910TM M4La]e PVC 5l91TOPRMi02t
12 SSW1 Glazing BIM PVC MKRON
13 P-3118 K B_Lack 2P)CI SLALWAN
11 -T N.V.Pal Next,T& STEEL FASTENAL 2ZC� 3 0 0
15 Pd SNc,LI DNC SULUVAN
1B P-Bael F- STEEL FASTENAL
1) BbNYd T.L.BObnce STEEL ENKEUEII
1B SEESHZue'H'w Sixe0ea 552 SGLASS HENKEUSKA I I 1 Fl>�T ffn�m ra
19 Sash SEESHEET2 GLASS CAROWAL I aREit E m m w p
20 FiaoE SEE SHEET2 GLASS GflOWAI L -Ill6 I I 1116• 12 u LL rt
21 PJ W61P.090 S DiB)Sxk FnSeal NYLON ULIMFAB p '�• 21f2 I R.�.W FIQ
22 PJGBB IBa 218 PL L_
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.W /IOi 1 UY POM dWs STEEL FASIENAL n'
21 FIe1WaAm STEEL FASTENAL FlKFDMa 1616
25 SE011 Screen[SIGN PVC MKRON �1 PVC SASR 90EAMEWI 4 4 R.wI
26 3Screens PVC MKRON PVC i0.WEfPF6010 O
2] P Ml PBaI W'PA FA WK WN. DNC FASTENAL <O
20 P3]IB B6a 0.625'DeE Fh IEK,WM. DNC FASTENAL
29 PORT In�c1,lN STEEL WIEPIDFI( 1 m Z
30 Pd069 m Keefer STEEL N)ERLl)CI( `"BIy110RElYr'�ee
I PZ-BBa Y1 FH PHVidl6Hea0,TEK,WM STEEL FASTENAL I'11a"1 EN••'..p
32 PffiIB Screen Frena PLAIIWUAI ALLMETAL 1 I � 5 L161� i •v! Na SB201 "•P'
39 P5AZ1 Sween Fmler Key PVSTG OAP `V
]I P�Screm spire RUBBER INPA )I � L1—T-x 1y16' r — 1c c+V: • :•�
35 P3561 Scneen ONS VWYL WIER —1 0• 'n L =9'; STATE
36 P3 5cmenSWM STEEL HURLEY PVC SA916TOP 60S PVC SCPEENGT61 601] PVC FO¢O PAa COVER-606] PVC SCREEN 611PPORf 6011 'y0.,0 0:
3] P3o295creenPW TeO STEEL HURLEYF•••�ORVQ�V=•``•
3B P31525e1.Blt t/B'ayB'aY "BER FRANKLOWE
)fiB B 'ej�SSAONALIE J``e
39 P3 _Pl'Pen2xc DNC FASTENAL 1
1 10 P-79 W PLASTIC MRM
11 P-3 Stmt SM RUBBER TEAM
12 P=sm sgsA m PMKRON
IJ P3 S.h Cann VC PLASTK: M6M al 1-- S16 r r��������•--,(,,)� I LUCAS A.TURNER,P.E.
a Pa295 Taxa ON CiP STEEL SUMMrt T 1L1)w LU "'" )�_ FL
45
15 P�]12 Scan Seger SI)CONE S EE 1�--� 12T9 J=
AVE
PEva.BTMML1699 PONE,TOPflNa119) PVC G4IW'G BFM60W NORTH PORT,R312RB
O6 P3)521We PIg PLASM MRM REWF.SRAlSS0.H90 PM 9113 15)1
17 H0010 Rana HeaO,FW,Si bHung PVC MKflON
IB P�959 WMp.0.120a SIB]6)Ck NYLON ULTRAFAB T
BOM ANO E%TRGSIONS
ADE w06)INOB
scflEwsuPPoliTal'0 CWS-155 C
'• "" NOTE:ALL):%TRUSIONS ME ALUMINUM WW6 UNLESS OTHERWISE NOTED. SHEET
' 12 60F6
1 15'MAL0.G(TYPJ WINDOW SISTENS
rMOL(IYP.) A'MBR RYPJ i e W%.QG(TYP.I Ipµ9`WFLORIM3u1.
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I� r1M%Rw.l B-MAY O.a(TYPJ WYfW.CWBLC
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� r MUL(1mJ � e1oo PVC
SINGLE HUNG
O �nJ O r. IMPACT
uAY o.cJ
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o
4 4 4 4 SR@C�Cw
ANCHOR LAYOUT-IFIANGEI ANCHOR UYOUT-fFlM ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-IFlM
SUES0Y.W.— SUES IXER3U.89' SUES 9r•e9•AXD UIIDER ESB6.fiSANOUTAER Q�Q�
amao
�JC�Ne SB207 :�P�
NOTES: �9�.NATE OF
I.INSTALL ONE ANCRORAT EACH NSIALLATION LOCATION.SSL ANOIORSPACWG SAME AS MAD. �'��ES•�OP10�0�•
2.SNW AS REO PIGINST/ILLATUYI ANCHOR USING LOAD BEARBN3 RIMS. AILALLOWABLE SNDA STACK TO BE 1/r.USE SHBiS WHERE SPACE GRE3TEI1 THAN 1116.0 PRESENT.LOAD BEATUNG SHIMS SMALL BE
WNSTLRICTED WOFNKBI DENSITYPIASRA
C OR BETTER WOD.SHBIL4 ARE NOT
ALLOWED.
3.ANCHORTYPE.SUM-SPACING AND EMSEDMENTSHALL SEAS SPECFIEO W THESE DRAWINGS,SEE TABLE I,SHEET S /-
A.ALLWSTALUTNXJAIGIORS MUBTBEMAOE OFORPROMMDWIIHAWRR0.S10.VRESOTAMMATERIALORCOATINGO0S1AmMMETALMMTERULSWC AMT PREW6-ETRFATEOW00DMu LUCASATURNFARE
BE PROTECTED TO PNEVENT REACTIDN. FL PE C SB201
1239 JABARA AVE.
N
S. STA RONANO10R5 SHALL BE W ACCORDANCE WRHANCHOR NAMIFACTURERB NS—TION INSTRUCTUMS,AHOANOIOflS SHALLNCTBE USED INSUBSTO THAN TH
MTESVS-ENOTHS LESS ME--M NORTH PORT.FL SIPBS
SPECIFIED IN TABLE 1.MET C. PKV(-BG1574
6.ANCHOREMBEDMENTTOSUBS MSRALLBEBEYO WALLDRESSINGORSTUCCO.FORWNCRETMW OPMNGS,EMBEDMEMSMLLBEBEYONDWOODBUGJLS,IFIRE.,NTOSUBSTMTE
WSTA TIO NSTOSWDCONCRETEORGROUT.PLL CMUMAYWCWOEBUTWNOTREQUIREIXWOODBUCKSBETWEENTHEPRODUCTPNDTHESUBSTRATE ANCHOR SCHEDULE AND
INSTA 710NS TO HOLLOW CMU RECUIREINE USE OF IA BUCKS BETWEEN THE PRODUCT ALIO SUBSTRATE. NOTES
T.A MINIMUM CENTER-WCENTER SPACING SHALL BE W3W MNEO BETWEENALL FASTENERS:T FOR MASONRY,V FOR WOOD AND METAL.
B.WOOD OR MASONMOPEMNGS,BUCKS AND BUCK FASTENERS SMLL BE PROPERLY DESIGNED BYTHE ARCHB'ECTOR ENGWEER OF RECORD AND INSTALLED TOTMNSFER WINO LOADSTOME STRUCTURE. ADE 0170/08
SUBSTRAWSSMLLMEETTHEMINIMUMSTRENGMREWNEMA SMSHOWNINTABLEI.SREET6.WNCRETEANDMASONWBIMMT WYNWBECMCIO:D. '
cws-7u c
e.SEALNGANO FLASHING STRATEGIES FOR OVERALL WATER REISTANCE OF INSTALLATION SHALL BE DONE BYOMERS FOWhYNOTHE CURRENTVEflS10N OF1HE REFERENCE DOWMENTS: $HEFT
FMP/MIMIW(FITI WNWWSI.FAIq/AAMA 2OO(FUNOE WNDOWSJ,FMAAYD6U OIBOXWNOOWSI.FW✓MMMVDMA3G(EMERIORDOORS) 175 $OF6
TYPIDLL IDADANpgRIDE gE TA�®E tT�� —9�4 TE
BYOII♦:RS WINDOW STbTE115
N EDGE06T. YAK bKY SEE r_ TABLET _DGE D6f. 9BbIMTE 9W SW Nn1AVE___ SEE TABLET
SUBBIMTEBYODOm V _.i._. IN VI IIAi S10A1 ' ITA9E1 OWA—A DHiI
SEE TABLET -{I Y0I EDDE DISI. i f
ION cuacONEM SEE TABLET
PERD/ETER SFAUWf EETABLE 1 B7OO PVC
D�amE wr sieTABle41J'p1pq SINGLE HUNG
.. 9FAlANiBEHPro —TETFABlE1�1 IMPACT
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TABLE 1:APPROVm INSTALLATOH FAGIENERS
FNANETYPE SUBSfpA1ETYPE ANCNOgIYPE ION EYBEOYFNT YIN EDGE GIST. LUWSATURNER,PE
FLANGE GW IE 20 KSIMHI 11fi GW TAPCaH 1.111 1-IAT FLJABARA 01
PEWYEIER SEVurt...--'"`" 1E05JABARAI-N2
FLANGE comcRN OR GFOMiLLED WUIII]PPF YH) YI6'EW TAPWN 2 BYPSTAILER NORTH POR 157,]S8
FIAN6E CON61ElE R85 KSI MPtI Y18-ELCO ULTMCON 1' MSOE AIm@II PN 9CI�0-IS]E
FIANGE GK11FTfLLEOCMU(ASTMCaW Ylfi'ELCG ULIRADON TIM' R1 �WRQOIR,LL SEcii)X ioL
1? BGKRUYEOGIIWAnON
FIANCE E%MPl60UG1ERN PINE YR ELWTAPDON NEADANDSLLSWDAfl FO11 mIWSTAIUTKN
OR ELCO ULTMGON 110' TIB' INSTALLA77ON DETAILS
FLANGE VMk SOUMERNPPE(G.0.68) MO WOOD SCREW Ido- ]IB' FLANGE REM OVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
FIANCE 16GAUGEryA60-)Mtt STEELSTIAI i10.16KLllKWK-FLEXOR DW FLLLnigEAD T/16 UP TO AND INCLUDING A 6O%FRAME APPLICATION IS ACCEPTABLE PROVIDED: ACE O6I10N8
OO KSInFI)MwJ TENS SEIFDRal1NG SCiEW TIWU 0.0W' MIN.1/4'FILLET OF CONSTRUCTIONGRADE ADHESIVE CAULK IS APPLIED
1/8'ALUK(60 ..0)OR I0GRADESSELF-TAPPPIGI i1ALT0iEA0 INSIDEANDOUT,FULLPFAIMETER,BYINSTALLEN
�M'E 1R SI 1-13IKSIMDI) ORDID:O SCREW 110iU 0.1]5' ]/i6' .PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTSAS CWS-155 C
. .'".(MN SCAfi�FVl P:d(u.aS7 reWOUDSCREW. .•,.1-1i1' )116- SIiOWl:FORT•J«'.Y;woQVM.: - SHEEr
12 6OF6