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Approval
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a Pnaduct Approval Menu>Prrduct or 12il f San Snrch>A2211 jur,L st>Applicotlan DeUn
FL# FL16177-Rl
Application Type Revision
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 Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
M 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 FLj_6177 RI_y0I EvaiRen C4JS fxl2Ti Esta-RiO0_IM11P hSrj islt�nchl.od#
Referenced Standard and Year(of Standard) fimadattl Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
htip://www.floridabuilding.org/pr/pr_app_dtl.aspx`?param=wGEVXQwtDgvyf4ngAXh 1 Oy... 6/24/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summa of Products
FL# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI.I.6177 RI II CW -8128(SH-8100.IMP.h g illAnch)odf
Approved for use outside HVHZ.Yes Verified By: Lucas A.Turner 58201
Impact ResistanU Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 (Evaluation Reports
Other.SH-8100 PVC Impact,no sift anchors required. FL1617Z R1 AE DuPont PVB NOA 13-0129 X7.pdf
Safety glazing required on outer lite above 30 ft.in HVl1Z. FL16177 R1 AE EvalReo CWS-812B IMP,
Glass complies to ASTM E1300-04. NoSillAnEh)odf
EL161Z7 RI AE Quanex(Mikron)NOA 12-1017 02 pdf
Created by Independent Third Party:Yes
Oack Edeett
Contact Us::1940 North Pionree Street.TAngfi� .ggF(, �}Q4 pitpye:85fl-487-1824
The State of Flonda is an AA/EEO employer.CQIlvrloht 2007.2013 State of Florida.;;Priyacv Statement::Arno--+hl@ty Statement::&hL0djWWmwA
Under Florida law,emall addresses are public records.If you do not want your a-malt 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 questloas,please contact 850.487.1395.•Pursuant to
Section 455.275(1),Florida Statutes,elrective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address U
they have one.The emalls 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 ran be made available to the public.To determine If you are a licensee under
Chapter 455,F.S.,please click tip.L.
Product Approval Arty pi-
fiar
http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDDgvyf4ngAXhlOy... 6/24/2015
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
CONSULTING,INC. FBPE C.O.A.429779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,51 7/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`x'Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005(4). This product complies with the requirements of the 50'
Edition(2014)Florida Building Code including 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-812B,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3815-1 A,-2, and-2A,by National Certified Testing Laboratories,
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
+ May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-
812B
® Is impact resistant and does not require the use of shutters
® May be used in the High Velocity Hurricane Zone
® Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
® Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
® Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5fl'Ed.(2014)Florida Building Code for use in this
product.
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.
��q��aaanrr��r�¢e
Z-4 ® No 582ni 10
q w 4/18/2015
e j 4 Lucas A.Turner,P.E.
In'Ato
STATE sT+T ;t& FL PE 458201
0 R t., .> N
..... � Lucas A. Turner
.
0$�ss�8�Al�1% � 2015-04-18
22:20-04:00
Gomm
j INTERIOR 1900 SW 44TH AVE,
OCALA FLORIDA 34474
WWW.CWS'cC
40 a
o
8100 Pvc
SINGLE HUNG
IMPACT
SECTION WB
Sa NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
tc
pi p
aria
1104- z tim
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z
'o!t&llREz%f'F$
STATE OF
4/11/201S
LUCAS A,TURNER P.E.
2 FL PE#58201
1239 JABARA AVE,
NORTH.941H PORT,FL 34268
P -3804574
SECTION VIEWS
SECTION A-A
DRAW*
BAT 06118112
74�#' wZ
NOM ITEMS NOT SHOWN FOR CLARITY: CWS-612 B
20,25-26,36-37,44,51-52,55-56,64,67-68 �A � SHEET
1:2 qOF6
...........
PARTS LIST -- ............
ITEM PARTN IDESCHIPMN VENDOR PQORNER
MASEMAL 3i18'� CONSTRUCTION
1 H-6031 Main Fr„SW,w/Flg„PVC,Head Mikron Vinyl
2 76031 Main Fr.,SH,w.Flg.,PVC,S£II Mikron Vicryl .-t t5ne QMMEMSM
3 H-6031 Main Fr.,SH,w1Flg.,PVG,L.ib. Mikron Vicryl + I 23'+6"
____I�_ 1400 SW 44TH AVE.
4 K-60-31 Impa Fr„SH,w(F£g., VC,R ik. Mlkron Vinyl
um 2 I wwW. FLORIDA 34474
6 6-1577 Impact Hook Keymark Alum 3 1 d WWVd.CWS.CC
8 H-6027 Sash Most.Fie,PVC Mikron "nYl 211116 4
9 14.1497 Rainf.Sash Meet.Reil Keymaik Alum 1116'
10 14-6028 Sash Bottom Rail,PVC Mikron Vinyl -1116• { +n6" CORNER WELD $100 PVC
12 •6004 SashSldeO'op/Bot,Reil Mikron Vin I (ALLSIIDE1:8SI SINGLE�U��
13 S-1498 Rein£.S.B.R./S.S.R L
14 5.6064 Glz.Bd.,718` Mlkron Vinyl PVC FRAME FLANGE-6031 PVC SASH BTU RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT
18 S-6013 Scrn.Ad t.,w/Nib,PVC,Hertz. Mikron Vinyl
11 N
19 7.6014 Scm-Atlapt.,PVC,Vert. Mikton Vinyl +Za 7-
6029 Sash Stop/Filler,PVC,Vert. Mlkron Vinyl 13+16" 112-1
23 H-1699 Reinforcement,SBR Ke marc Alum 7/8- 11bi
24 P-2190 Balance BS �LI� �j,25 P3046 Sash Cam,PVC BSI plastics' FIXED MEETING RAIL26P3783 Take Ouf Glip BSI SS 1 NT 27 P-3783 Lock,Im ct,PVC Inter£ock ZSCREWED TOGETHER V/ITN28P-g069Keeper,Impact,PVC interlock Z3mae 19" i OUTERFRAME � 0
3o P-3215 Wee Cover wl FI REINF.,IMPACT HOOK-1112 ¢ 1:8 U. N
Flap Geer P£a6tIC 111111iiI i�
32 P-3429 Wstp.,0 270 x.187 pack FinSeal,Gray U£trafab PVG SASH SIDE BAIL-6004 FIXED RAIL-1636 I w � O!
37 P-4638 #8 x 2-1!2 PW Mod,Truss,Ty a A,TEK 2 Fastenal Stea£
38 P3768 98 x 0.625 Ph PH SMS Hub City Steel }y1g 9116„ ° 0-
39 P-4051W k8 x 1.250 Ph FH TEK,WM. Hub City Steel I 1 1t6••11 z c
.,t-_-! 0 112" r+1 118"moi Z---..... fd16", I o 0
40 P-4264W#8x3!4 FH PW tV1#6 Hood,TEK,Wht. Hub Cit Steel I _ I
4d P3342 Seam Sealor,SM-5504 Schnee 719^ 8 I ® m
1
A5 P-3752 Cap Piug,712"Hole M&M Nylon `-- i i Z
47 P3438 3lkaf ex 552 or Purlect G aze'H" Sike/Henkol +116" +116^ - � +6 m,Q O
48 P•3352 Set.Bik.,85 Dr.1/8•x 518"x 2'Lg. F.Laws Rubber PVC SASH STOP-W25 PVC SCREEN CATCH-8013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ®°° 1pREyy'T�,.`or
51 P-3B8i Temporary Lbl. FRC/Dp
52 P-3613 CWS Lhl, Iogo Pro Label �GENg�., r,®�
53 Sash SEE 5HEET2 GLASS 314 ._.- 3rq�- .{ Ila°
54 Fixed SEE SHEET2 GLASS 3/16", h. `w,•' Ne 5$2+17 'S�
56 P3281 Spacer Duranest �tS�TJ"-l� f5 i8' 1/16" +' � I 1d
�� 13 9 7!8' i-D S
62 P3218 Screen Frame,Horiz. Alimetal Alum 1116 f 1116• j, ®9; STATE OF t tea+
83 7-3218 Screen Frame,Vert. A€Imetal Alum %REINF.S.B.R.1S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-9064 r'+U�'R'•�£
64 P-3321 Screen Frame Corner Key Alimete£ Plastic ,.
65 P03581 Screen Cloth,1 B x 16 F[berg£ass Betterwe Fiberglass i 0 NA4 a°
66 P-3228 Screen Spline,.155 Ole.,Bik. Daps Vinyl
67 P3029 Screen Pull Tab Summit Alum
68 P3033 Screen Spring,SS Fl.Screen SS 41111201 5
70 P3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keyrh v Alum X16• FL PE#58201
72 5&063 CQWr,Fixed Rall M£kra0 Vinyl p 1239 JABARA AVE.
73 5-1112 Roinfoicement,Impact Hook Keymartc Alum NORTH PORT,FL 34288
74 P-3541 #8x112 Pan Fkad,]EK Fastenal Steel PH.941-360-1574
1 6116" 112" -8f1 DESC711PTUW--'
LINE ITEMS NOT USED:
i15,7,11,15-17.21-22,29,31,33-36,41-43,46 49-50,55,67-61,691 1i 6 f" 3"-----ja BOM AND EXTRUSIONS
719
£ !.�_.... _.__.. a --... e:
SCREW SUPPORT-3113
IMPACT HOOK BAT 06!18!12
S-1577 DwaK- R .:
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. GWS-612 B-
SHEET
............ —.. _._. 1:2 4 OF 6
IV MAX, ::p 17'MAX D.C.(TYP.)
1800 SW 44TH AVE,
a,MAX(TYP.) OCALA,FLORIDA 34474
www.cvislcc
SEE NOTE 2
8100 Pvc
10 lir
MAX,O.C, 1ffSINGLE HUNG
ITYI_- INSTALLATION IMPACr i
ANCHOR(rvp.)
C'l
r -A
............
'r(TYP.)_l
tu
10112, ! g
cc
MAX O.C.('CVP.)
lu
lz
4-(iYR)-Ff:_7__
"t1ults
REQUIRED INSLL—J
sullo"s
ANCHOR LAYOUT-.(ELA_N=
N- 5a201S.
NOTES: STATE 0
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS PEOUIRED IN SILL,
2,SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX.ALLOWABLE SHIM STACK TO BE 1W, USE SHIMS WHERE SPACE GREATER TITAN VIS"IS PRESENT, LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
&ANCHOR TYPE,SUE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& 4/11/2015
4.ALL INSTALLATION ANCHORS MUST K MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
BE PROTECTED To PREVENT REACTION, FL PE#69201
1239 JABARA AVE.
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT SE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED INTABLE 1,SHEETS. PH.941-M-1 574
0.ANCHOR EMBEDMENT To SUBSTRATE SHALL HE BEYOND WALL DRESSING OR STUCCO,FOR OONCRETE/CMIUI OPENINGS.EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMV MAY INCLUDE BUT 00 NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF I X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE, NOTES
7,A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS,T FOR MASONRY,I'FOR WOOD AND METALUkAwli_sy, akft7
a.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. SAT 06118/12
15wQiFnz.7—.
SUBSTRATES SHALL MEET TWE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET.SHEETS.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. OWS-812 a
S.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONS BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
WAL0z SHEET
FMA/AAMA 100(FIN WINDOWS),FNWAAMA 200(FLANGE WINDOWS),FMAlWDMA 2W(BOXWTND0WS).FMAJAAMAfWDMA 30(EXTFRIOR DOORS) 60F6
........... ....... .............
...... .......
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT
SEE TABLE I —SUBSTRATE
MIN.EDGE DIST, !J. BY OTHERS 1900 SW 44TH AVE,
SEE TABLE I IW MAX SHIM-----H SEE TABLE I OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE I
MIN.tzm=DMENT
--- mn EDGE DIST.
PERIMETER SEALANT— SEE TABLE i
SEETABLEI $100 Pvc
BY INSTALLER
NODE AND OUT
INSTALLATION ANCHOR...... SINGLE HUNG
SEALANT BEHIND SEE TABLE I IMPACT
FLANGE BY INSTALLER M�,Him
.-PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
1 INSTALLATION ANCHOR W
.-SEALANTSEWND
SEE TABLE I GE BY INSTALLER G
CONTINUOUS DOUBLE 3116'BEADS OF a HORIZONTAL SECTION
w
TREMGLAZE U1600 SEALANT AROUND6 MANICHORAGE
UJI
a,
PERIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND DUCK BY INSTALLER,
Q,
itr MAX SHIM I o s.1 001
SFALANTSEI41ND
FLANGE BY INSTALLER
m <0
z
PERIME'rEp SEALANT $$€N.EFtBEDMENT
By INSTALLER SEE TABLE I ......
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
Al JERT€CALSEOTdON TABLEI TL • STATE OP0. 4iV
'1YT'IGAL SILL v,4
0 R k
0
411112015
TABLE i:APPROVED INSTALL ON FASTENERS LUCAS A.TURNER,P.E.
Su ANCWRTYPE $AIN.EMBEDMENT TMrTumeoigr. FL PE#50201
F PERIMETER SEALANT 1239JABARAAVE.
3116'rTW TAPCON I-ilr BY INSTALLER NORTH PORT,FL 3408
INSIDE AND OUT a,\ HORIZONTALSECTION PH.541.3801574
WIG,ELCO ULTRACON
CONCRETE(165 KSI MIN.) \�s BOX FRAME IN8TAU.A-n6N__
GROUT-FILLED CMU(ASTM C-90) 3115"JiLUU ULTRACON 1-1/4" 2-112' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/15'RIM TARG-0—HI-afe" 718' INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G-0.65) OR ELOO ULTRAOON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, fMAWN bT7___DAIM7--
2X Mn SOUTHERN PINE(0=0.65) #10 WOOD SCREW 1.319* 7/0' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: BAT 06118112
#10-16 HILTI KWIK.FLEXM RW FULL THREAD
16 GAUGE(0.0 1")MIN.STEEL STUD 7116, MIN.114"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060' INSIDE AND OUT.FULL PERIMETER,BY INSTALLER, CWS-812 B
T/W_ALUM.(WM-T5 MIN.)OR 010 GRADE 5 SELF-TAPPING I FULL THREAD 7116' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
I/W STEEL{33 KSI MIN.) DRILLING SCREW THRU 0.123' SHOWN FOR FLANGE WINDOWS, SHEET
8OF6
...... ....................... ..................... ....................... ....... .........