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Product Approval Menu>Product or Application Search>Application List>Application Detail
W.x:�N nti;w:sttwa;;rfl
I IN FL# FL4091-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived I`
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email i900 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 Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Iii Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the 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
W Validation Checklist-Hardcopy Received
Certificate of Independence FL4091 R7 COI EvalRep CWS-154E(SH-8100,NI).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
hq://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQW tDquz931D/o2b4g5f... 11/13/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summa ry of Products
FL# Model,Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 IT CWS-154E(SH-8100.NI).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure.+50/-50 Evaluation Reports
Other:SH-8100,Max.size 53.125"x 76'.Glass complies FL4091 R7 AE EvalReo CWS-154E(SH-8100,NI)j)df
with ASTM E1300-04. Created by Independent Third Party:Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL4091 R7 11 CWS-4858(SH-8100,52x71,NI) )df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:SH-8100 Vinyl Single Hung,OX,Max,size 52"x FL4091 R7 AE Eva)Rep CWS-485B(SH-8100,52x71,
71",see installation dwgs.for OP.Glass complies with ASTM Nl).pd
E1300-04, FL4091 R7 AE Quanex(Mikron)NOR 12-1017 02.vdf
Created by Independent Third Party:Yes
4091.3 100 Continuous Head&Sill SH-8100,Vinyl Single Hung,Continuous Head&Sill,Non-
Impact
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 TI CWS-442B(SH-8100—74Y,63,ContHdSl.
Approved for use outside HVHZ:Yes NI).od
Impact Resistant.,No Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other;SH-8100 Cont.Hd.&Sill,Max.size 72 7/811 x 61 Evaluation Reports
3/4",DP+67.5/-70 psi.Glass complies with ASTM E1300- FL4091 R7 AE EvalRep CWS-4428 fSH-8100,74x63,
04. ContHdSf,NI).Pdf
Created by Independent Third Party:Yes
ill SH-8100 Vinyl Single Hung,Cont.Head&Sill,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 11 CWS-492B(SH-8100.74x72,ContHdSL
Approved for use outside HVHZ:Yes NI).Dd
Impact Resistant:No Verified By: Lucas A.Turner 58201
Design Pressure:N/A Created by Independent Third Party:Yes
Other:SH-8100 Cont. Hd.&Sill,Max.size 74 1/8"x 72", Evaluation Reports
see chart on installation dwgs.for DP.Glass complies with FL4091 R7 AE EvalBep CWS-492B(SLI-8100,74x72o
ASTM E1300-04. ContHdSL Nl),odf
Created by Independent Third Party:Yes
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/HD Meet.Rail
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL4091 R7 11 CWS-2930(SH-8100,52x96.NI).r)df
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+60/-60 Evaluation Reports
Other:SH-8100,Max.size 52"x 96",Oriel.Glass complies FL4091 R7 AE EvalRep CWS-293C(SH-8100,52x96.
with ASTM E1300-04. NI).Pd
Created by Independent Third Party:Yes
6ac3c Next
Contact Us;;1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-182
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•Florida Building Code Online Page 3 of 3
The State of Florida is an AA/EEO employer.[opvrioht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address it
they have one.The emails provided may be used for official communication with the licensee,However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please dick here.
Product Approval Accepts:
Sc�;nrih�st t`rltit�^ .
Nam
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5f... 11/1312015
GENERAL NOTES:
SINGLE HUNG-NON-IMPACT 1-THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WIND-OW Syrrem
TO COMPLY WITH THE FLORIDA BUILDING CODE(FEC),CURRENT 1900 SW 44TH AVE
EDITION. OCALA,FLORIDA 34474
2-GLAZING OPTIONS:(SEE SHEET 2) WWW-CWS.CC
741/8'MAX FLANGE W IDTH 3.CONFIGURATIONS:'O'X'-'0170- 8100 PVC
72718'MAX UNIT WIDTH 4.DESIGN PRESSURE RATING(SEE SHEET21: SINGLE HUNG
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
35 3/4GLASS TABLES ASTM E-1300-04. NON-IMPACT
MAX SINGLE -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
I UNITWIDTH INFILTRATION TEST PRESSURE AND GLASS TABLES
1
319116' ASTM E-1300-04.
GLASS DLO A 5.ANCHORAGE:THE 3311W STRESS INCREASE HAS NOT BEEN USED o
' __________ ___ _____ _ IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o.-o
1 DETAILS.WINDLOAD DURATION FACTOR Ca-1.6 WAS USED FOR WOOD
Y LL
ANCHOR CALCULATIONS. w F
63'
MAX I B.SYSTEM ROVED FOER IMPACT RESISTANCE-IMPACT SREGIPROTECTIVE to
FLANGE I I SYSTEM IS REQUIRED IN WIND BORNE GF9R15 REGION. Oo LL 0
HEIGHT 3
?61 1G B j Q O I ' B 7.ALLFRAMES AND VENTS FULLY WELDED.SMALLJOINT SEAM SEALANT N
GLASS DLO I USED AT FIXED MEETING RAIL AND JAMB. ^Z
B.SERIES/MODEL DESIGNATION SH-8700.
613/4'
MAX I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ¢¢N
UNIT I X-OPERABLE SASH,O,FIXEDSASH a wo
HEIGHT
7 B 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR m z
6 LOCATION.
30 3116'I C11-EXTERNAL WEEP SLOT=12's 2.12'LOCATED 4'FROM BOTH ENDS. �q��"%IREOAR W T•
I I 6 MAX -�Vp
26 A718'SS DLO SASH
GLASS 1:
1 ^ ^ 1 I 6 HEIGHT -J.r No 58201 :'P'i
i C I I Lucas A &Tumer -* c * }
I 1 ( 2015-04-03 %90: STATE OF ems
I I 13:07-04:00 -'.�"�o. oR(pw:�2`�
���s�........�No,.
.,s
----- —I ��uoNAna��•
Czs J--1— -- fi)32516--� =15Z
GLASS DLO MAX SASH WIDTH LUCAS A TURNER,P.E
FL PE R 58201
1239 JABARA AVE
NORTH PORT,FL 34288
PH.941-3804574
SREETOESCR1?T !
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY:
GENERAL NOTES B ELEVATIONS.....1 MAX.UNIT SIZE DESIGN PRESSURE RA TING IMPACT RATING ADE 01/27/09
DP CHART 8 GLAZING DETAIL._....2 owo•:
SECTION VIEWS 8 ALT.FRAME.._...3 SEE COMPARATIVE ANALYSIS
EXTRUSIONS 8 B.O.M_.-._._..._...._..4 72-7/8"x 61-314" NONE cws-4az B
ANCHOR SCHEDULE 8 NOTES.......... CHART,SHEET 2 SHEET
INSTALLATION DETAILS-__.............b
1:15 1 OF6
DESIGN PRESSURES(PSF)WITH GLASS TYPES A.B,C,AND D
unit DESIGN
Helght �j�`T„",�
WIdtN 29.500 31.500 37SOD 43.500 49.500 55.500 59500
35.000 +675/-105 +675/-105 +675/•105 +675/405 +6751-105 +67.5/-102.6 +67.51-93 +67.5/•88.3 ISCOSW44TRAVE.
OCALA,FLORIDA 34474
40.000 +675/-105 +675/•105 +675/-105 +67.51405 +675/-105 +67.5/-95.5 +67.51486 +67.5/•81.4 Www.cw6.GG
45.000 +675/-105 +67.5/-105 +67.5/-105 +67-5/-105 +6751-105 +67.51-90.8 +67-5/-81.2 +67.5/-76.6
50.000 +675/•105 +67.5/-105 +675/-105 +675/-105 +67.5/-105 +675/-88 +67.5/-78 +67.5/-73.3 8100 PVC
55A00 +675x-105 +67.5/-105 +6751-105 +67.5/-105 +675/-105. +67.5/-86.8 +67.5/-76.1 +67.5/-712 SINGLE HUNG
60.000 +675/-105 +6751-105 +6751-105 +67.5/-105 +67.51.-104..7 ++67511..86..7 +67-.5/-75.4 +67.51-70.2 O
NON-IMPACT
65.000 +6751.105 +6751.105 +67.51.5044 +61.954 5.51-91.3 +67 /86.7 +67.5/-75.4 +67.5/-70
7 +675/-105 +6751-105 8 6. .5 7.51.80.9 +67 -77.4 +66b75l-75.4+75867.5/-104.9 +675/-100 +6751.88.8 +6 0+67 73 1.7 .7
4
Q m
m
}
M O
718-OVERALL 7/8'OVERALL 718'OVERALL 718"OVERALL a o°~--
QLD¢
1/8"ANNEALED 11W TEMPERED 3116-ANNEALED 3116'TEMPERED
aam
5+8"AIRSPACE 5/8"AIRSPACE 112-AIRSPACE IPL"AIRSPACE �a o
i lfS ANNEALED f� I 178'TEMPERED 3/l6"ANNEALED 3/16"TEMPERED m"�z
14i . . .
SPUAFLEX5520A SI FR FLEET GLAZE-N'552 ORjr6!P'�Uo�.FAEU(CETX
552 OR SIK4FLE%55217R �iiiiDREliryl�!
ZUNI Pi1RFEC'f GtA2E•M `ti pN W T��
112'GLASS SITE 12'GLASS SITE 1�2'GLASS BITE 1 G2 GLASS SITE
I-�7 -*e • e*=
I I E::Q DF t4�Z
GLASS TYPE A GLASS TYPE 8 GLASS TYPE C GLASS TYPE D 4=015
LUCAS A.TURNER,P.E.
FL PE 6 58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
speer Descnianon:
GLAZING DETAIL
q vmav: JDATe
ADE 01/27/09
DWG I: RM
NOTE:IF SIZE INTENDED ISNOT SHOWN,USE NEXT LARGER SIZE. CWS442 8
SHEET
1:1 20F6
• C
INTERIOR �i,Q��
WINDOW SYSTEMS
19005W a4TH AVE
3 1 12 13 40 1 4 1 41 0 3 OCALA,FLORIDA 34474
WWW.CWS.CC
1
8100 PVC
SINGLE HUNG
NON-IMPACT
B 8 aaF
8�0
14 0 14 i
�w T
8 w t-m
SECTION&B v mu z
m O
1 v N
IS nZW
9 ?'6 O¢
K! a
9 n o
14 o o u6V
0 m<
7 fi ��`PNpRE �f i
5 1 �c�•,eta"e'NSF••:�2
4 9 INTERIOR _
4fi Ctr= * cir'
44 8
'9=. STATE OF :4/t
iS I I o
10 5
49 11 413/2015
6 ,
LUCAS A.TURNER,P.E.
FL PE 1r Sffi01
SECTION CC 1239 JA13ARA AVE
16 ALTERNATE FIN FRAME NORTH PORT,FL 34288
PH.941-380.1574
—T scn�aTwN:
2 SECTION VIEWS
SECTION A-A
RAWN BY: LTTE
ADE 01/27109
fl V.:
CWS-442 B
NOTE:ITEMS NOT SHOWN FOR CLARITY:
6,10,32 SHEET
1:2 30F6
PARTS LIST FRAME CORNER
ITEM PART d DESCRIPTION VENDOR MATERIAL 31/B'— 1 1/8' CONSTRUCTION
1 H-6031FrFig.amp Head,Fig. Micron Vkryl 1 15/16 NDaVJ SYSTEMS
2 -631 Frame Sill,Fig. MMrpn Vin I 1 5116• Hg
3 H-Ml Frame Jamb.Fig, Mkmn Vinyl jPVC
15005W44THAYE4 H-MI Internal Fr.,,1b. Mikmn Vinyl 3 OCJfv+,FLORIDA 3447a
1 ' WWW.CWS.CC
5 H-6026 Frame,Fin Mdmn Vi 1 211/16'6 5-6025 Sash Stop/Eller M3uon Virryl I 7 H-1836 Allan.Fixed Meel.Rail Keymark AWm o 1716' PYC SCREEN SUPPORT8100 PVC
8 H-6027 Sash Tap Rail Mkron Vinyl 5.18014 CORNER WELD SASH BTM.RAIL (ALL SIDES)
9 H•1497 Reinforcement for STIR Keymark Alum H-6028 NON-IMPACT GLEHU
10 N-6028 Sash Bottom Rail Mduon Vinyl PVC FRAME FLANGE 1118'-}�--�{ 1:8 NOT
11 1 H-1699 lRdrifincimmet for SBR Keymark Alum WE= `I-"II�
12 H-6004 Sash Side Rail Milvon Vinyl m
13 5.1498 RaiMonement kr SSR Kayma* Alum 3 118--1 13116- 1— 6 a tW-
14 5.6064 Glazing Bead Mdtrpn Vinyl I 7�'�'j�'� 1116' jo o
15 P3059 Sash Cam B51 Plastic I I 1 PVC SCREEN CATCH (Y LL
to P4479 Weep Hpusing&Flap Assn PEP Plastic 5 1�. S-6013 w r a
17 P-2190 Block&Tackle Balance 1851 FIXED MEETING RAIL
18 P3295 Take Out Gip BSI 55 q 1116- 44' SCREWEDTOGETHERW �a�LL O
19 Glass,Sash(See Shee[21 1116 OUTERFRAME
20 Glass,Fixed(See Sheet 2) 3 9116' t= PVC SASH SIDE RAIL 13 1:9 I e„z
21 P3429 Wslp.,0.270 x 0.187 back RnSeal UltraFAB H-6004 416' p
22P-4638 A8 x 2.12 Ph aMod.nhe Truax.Type A,Tek Fastenal Steel 1715• i
23 A70:1 1/T PaMead SMS FasterW Stcel w =
24 Flat Washer Fasteral Steel REIN14SSR ¢
2416 S-1495 j�6 y
25 5-6014 Screen Support Mikrpn Vinyl =wa
26 5.6513 Screen Catch Mii ron Vinyl PVC FRAME FIN
27 S-M Fixed Rail Cover M,-km. Vinyl H-6026 8 518•- y
}^L I m¢Z
28 P3113 Screw Suppon.PVC Team Plastics I Won 15/18'29
30 5 018 Mulnwr CoverP2 ScL Blk.1/80 x 5/8'x 2m Frank roowp R'ullber 215116'� —� 116• .�,``P�'CBNy'•TV,P�'
WI
31 P3767 1#10 x 1 Hex Head Tek Fastener Steel Ifpl
32 P3342 Seam Sealer,SM-5504 Schnee I 41 PVC SASH MTG.RAIL REDJF.STR
33 SikaFlox 552 or Purled Glax r'H- SikatHenkel 1314* H-6027 5-1497 Np 5ffi01 1
34 P-3541 98 x 12 Flat Tek Faslorlal Steel I
35 P4051 08 x 1 114'PH Flat Tek Fastenal Steel + 1 44'-1+--I �A; STATE
36 P3783 Lock RotoF2nk }_.1_ f1 '�
37 P4G69 Kae Interlock Zamae INTERNAL MULL BAR 1416 6 15176' �O�lnyt.'•L O R
38 P-0264 A8 x 44'PH Flat w/A6 Head Fastertal Steel H-1727 11j 370NAv-EN
39 P3752 Hole Plug M&M Ion L 1116' 1116' I�Ipfgyrttutl��
40 P-3559 98 x 411'PH Pan Tek Fastenal Steel PVC SASH STOP f Z
41 -1727 internal Minicar Keymuk Alum 1 112- - S-6025 REIPI�R 4/32015
42 P3114 98.2 Ph8 Truss Fasm2 Steel
43 P4638 48 x 2114 Square Modified Truss Fasterml Steel 7 8�t�
LUCAS A.TURNER,P.E
01
44 P3218 Screen frame ALL Metal Alum FL 1239 JA g RA AVE.45 P3321 Screen Comer Key ALL Metal Plastic 1116' 114'+1 I•� 12' RTHPORT,FL 34221/6' NORTH PORT,FL 34288
46 P3228 Screen Spline DADA Yirryl t14 PH.941.380-1574
47 P3033 Screen Spnng FIA Screen SS ' 7y5• 1~-3'—�
48 P Va Screen PW tab Summit Alum O 8 SNEEi pESpmPiWN:
49 P3581 Screen Material Begenue Fiberglass L SCREWSUPPORT
52 P4959 Wall)..0.420 x 0.187 back UltmFAB MTG RAIL PVC FIXED RAIL COVER 416' P-3113 BOM AND EXTRUSIONS
H•1836 S-6063 PVC S-EgS4 EAD
5-6564 oanrnv r. ere
ADE 01/27/09
..G 1: e-
CWS-442 B
LINEREMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. - SHEET
5051 1:2 40F6
MIDPOINT
9 G'MAX(TYP.) 8'(TYPJ 4'MAX-(TYP.)—•iI 8'MAX O.C.(TYP.) CDU C(1wi—
fi MAX(TYP-) -J 4'(TYP. SEE NOTE 4'�-(�.) I I DEfAILA SEENOTE2 1900 SW 44TH AVE
i OCALA•FLORIDA 34474
3}( _— ___— —_—_—__ — WWW.GWS.GC
1 I I �
i 8100 PVC
SINGLE HUNG
I p MAXO.C.p p O
MAX O.C.
MAX O.C. �•) I INSTALLATION NON-IMPACT
INSTALLATION (TYP.) i ANCHOR(TYP.)
ANCHOR(TYP.)16
MAX10.C. ANCHOR @ MTG RAIL I f m N F
(TYP.)
I
X X I X X Iw�m
4 4 4 4 D� z
I I NIN N
ZU,
-
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) r o o O
43
Im¢Z1
I ",11puooq,��'
PtSORETy T p
4�•1.10ETugFVR2�i.
No 58201 '`SPL
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.SEAL CORNERS AND INTERNAL MULL WITH SMALL JOINT SEAM SO...I
SEALANT. �o� a
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHILLS.MAX.ALLOWABLE SHIM STACK 708E 1/4'.USE SHIMS WHERE SPACE GREATER THAN 4
.y
1/16'IS PRESENT.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. I .7
413/2015
3.ANCHOR TYPE.SIZE.SPACING AND EMBEDMENT SHALL BE AS SPECIFIED W THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCASA.TURNER.P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN I -- -- FL PE 9 58201
CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. DETAILA 1239 JABARA AVE.
INTERNAL MULL ATTACHMENT NORTH PORT,R 34288
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN PH.941.380-1574
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE 1,SHEETS.
SHEET DESCHIPitpN:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETE/CMU OPENINGS.EMBEDMENT SWILL BE BEYOND WOOD BUCKS.IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL. NOTES
7.AMINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:,'FOR MASONRY,1'FOR WOOD AND METAL DRAWN BY: DATE
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE ADE 01/27/09
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.. DWGF. REV.-
CWS-442 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMN'AAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS).FMA•W DMA 250(BOX WINDOWS),FMA/AAMNW DMA 300(EXTERIOR DOORS)
1:20 50F6
MIN.EMBEOLIENT ® r
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
F�-�MIN.EDGE DIST. 114•MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. r SUBSTRATE 1900 SW 44TH AVE
SEE TABLET SEE TABLET I SEE TABY TMB�lE1 OCALAWWW.WS.CCFLORIDA34474
1 �� E BY DTHERS I 114'MAIC SHIM 1) W W W.CWS.CC
I SEE TABLE 1 I MIN.EDGE DIST.
j
WIN.EMBEDLIENT SEE TABLE 1 8100 PVC
PERIMETER SEALANT SEE TABLET
BY INSTALLER INSTALLATION ANCHOR SINGLE HUNG
LNSIDE AND OUT SEE TABLE 1 MIN.EMBEDMENT
SEALANT BEHIND
l� SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
0 PETLIMETER$IJLL/U1T H w
PERIMETER SEALANT BYINSTALLER m o a
BY VJSTALLER INSIDE AND OUT
INSIDEANDOUT INSTALLATION ANCHOR w}
SEALANT BEHMD SEE TABLE
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND m
SEETABLE 1 FIN BY INSTALLERZO
B HURRONTALSECTON C HORIZONTAL SECTION c y
b TYPICAL JAMB ANCHORAGE fi TYPICAL RN ANCHORAGE c
HEAD AND SILL SIMILAR FOR FIN INSTALLATION m C w
fi a 0¢
IFea
w¢
¢�U
h
1/4'MAX SHIM w
SEALANT BEHIND �
RANGE BY INSTALLER
PERWETER SEALANT MIN.EMBEDMENT ���T4�S.•ypRE
BYINSTALLER SEE TABLE �
INSIDEANDOUT BN
_`vG••.yLG
No 56201 '�-A�
SUBSTRATE BY OTHERS I * • •-*�
SEE TABLE i MIN.EDGE DIST.
SEE TABLET 9T $TATE OF ••��
A
TICAVERSILLANCHORAGELSECTION Q.t�••A P'.Z��'
fi TYPICAL ii�,�S•tip R.O_:O�``��
�4s�ONA i�N1A.
02015�
TABLE I:APPROVED INSTALLATION FASTENERS
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE ABN.EMBEDMENT MIN.EDGE DIST. FL PE 9 58201
FLANGE - C - _RAY E TAPCON i' 1-1fB' PERIMETER SEALANT 1239 JABARA AV
F BY INSTALLER NORTH PORT,FL 34268
_ INSIDE AND OUT PH.941.360-1574
FLAffGE CONCRETE 1?65 KSI MIN.) W16'ELCO ULTRA D HORIZONTAL SECTKIN
FLANGE GROUT-FILLED CMU(ASTM 090) W IU'EL000LTRAOON 1-114' 2.11'2' 6 BOXFRAMEI STALLATION sHEEr OescwPrwN:
3'I S'TIW TAPCONSIMILAR FOR SILLAND JAMBS FOR BOX INSTALLATION
FLANGE 2X M.-i SOUTHERN PINE(G=0551 OR ELOO ULTRACON 1-w WE" INSTALLATION DETAILS
FLANGE 2XMTN.SOUTHERN PINE(G=O.55) 010 WOOD SCREW t3'e' 718• FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, ONawN er. DATE.
16 GAUGE(0.060')mm STEEL STUD +"10.16 HILTI KV11K-FLEXOR TTIV FULL THREAD UP TO AND INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ACE 01/27/09
FLANGE P3 KSI YIELD MIN) TEKS 6ELF41RILUNG SCREW THRU 0.060' 7/10' v.
-MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Owa r.
FLANGE 118'ALUM.(6063-75 MIN.)OR 1:10 GRADE 5 SELF-TAPPING f FULL THREAD WIW INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-442 8
tiff-STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASMlr-- SHEET
FIN 2XMN.SOUTHERN PINE IG=0.55) rte WOOD SCREW 1-Ifl 7/t6' SHOWN FOR FLANGE WINDOWS.
1:2 60F6
URNER � 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING. INC. FBPE C.O.A.#29779
Evaluation Report 442B
April 3,2015
Product Description: Series 8100 PVC Single Hung Window,Non Impact, Continuous Head
and Sill,twin configuration, 72 7/8"x 613/4"unit size(35 3/4"max. single unit width)
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5t'Edition(2014)Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E., at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-442B, signed and sealed by Lucas A. Turner,P.E.
3) Test Report NCTL-210-3574-5,National Certified Testing Laboratories, Orlando,FL
signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05
4) Supplemental Calculations to support CWS-442B, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-442B.
Limitations of Use: This product:
• May be used in twin unit configuration O/X I O/X with continuous head and sill in sizes
up to 72 7/8"x 613/4"unit size(35 3/4"max. single unit width),or 74 1/8"x 63"flange
size,with max. glass daylight heights of 26 13/16"for fixed panel and 26 7/8"for sash
o Achieves design pressures as indicated in comparative analysis table in CWS-442B
• Is non-impact and requires the use of shutters in windborne debris regions
• May not be used in the High Velocity Hurricane Zone
• Requires glass as shown in CWS-442B
• Requires Quanex(Mikron)white rigid PVC extrusions as shown in CWS-442B
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
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No 582#5 9
4/3/2015
_-33 STATE 4F U Lucas A. Turner,P.E.
•�0'�` •; FL PE#58201
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2015-04-07
13:17-04:00