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aw MEMO thnduct Approval Mme{>Pre_duct or AaolfcaLon Search>AoGlicatfon List>Application lbetiff
se FL# FL16177-RS
� 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 ]ay 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
R 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
2 Validation Checklist-Hardcopy Received
Certificate of Independence FLA 117,_RI ' -,.-- --- -0Q IM?Nr�SilPi�r�rh)pdf
Referenced Standard and Year(of Standard) =ndaw Year
AAMA/WDMA/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
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10y... 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 ry of Products
7FL=0 - I Made[,Number or Name De=Wlan
.16177.1.,z I SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Instalbrion Instructions
Approved for use in HVHZ*Yes FL. R1 11 CWS-6 2B SH-8100 TMP filgilzilIA—M Odf
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
Othen SH-8100 PVC impact,no Sift anchors required. ELI6177 B1 AE--DjR V
Safety glazing required on outer lite above 30 ft.In H`VHZ, QnLLRep -Q—N2L 13m0129_27.2df
Glass complies to ASTM E1300-04. 9QSqEaKhLP1ff
L16177 RI AE Quanex(Mikron)NOA 1272017 02 odf
Created by Independent Third Party:Yes
eaci: Meat
e'antao€i7c::1940 North Hanras Street Taup �.�F� Phone•850-4&T-874
The State of Florida is an AAJEW employer.CQovrfaht 2097-2013 State of Florida.::privacy Statement
Under Florida law,entail addresses are public records.If you do not want your e-mall 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 Linder Chapter 455,F.S.must pmvIde the Department With an email address if
they have one.The emalls,provided may be used far official communication with the licenser.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 It you are a licensee under
Chapter 455,F.S.,please click hM.
Product Approval Accepter,
E9 0 19 E
http://wkvw.floridabuilding.org/pr/pr—ai)i)—dtl.asi)x?t)aram=wGEVXQwtDqvyf4ngAXhl Oy... 6/24/2015
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
T. CONSULTING,INC. FBPE C.O.A. #29779
.Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/9"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW 44'b 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,A.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 I01/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 OIX 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—5116 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
* Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
a Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
11 have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`1'Ed.(2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,not 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.
id a-0'F, �m
q 6 No 58201 %"90"
n 4/18/2015
ht Lucas A. Turner,P.E.
� STATE OFFL PE#58201
Lues A. Turner
2015-04-18
22:20-04:00
f ' WIN
IBDO SW 44TH AVE.
OCALA,FLORIDA 34474
tivww. s.cc
8100 PVC
SINGLE HUNG
IMPACT
I
----7i9"OVERALL INSULATED GLASS 6 --_ —779"OVERALL INSULATED GLASS �' I
mlq
178''ANNEALED OR TEMPERED fig"ANNEALED OR TEMPERED ml
7156"AIRSPACE ....... A P to
–"- -."-7116"AIRSPACE N
5118"IAMINATEDGLAS3 LAP9SNAT'cD CzL4SS °S
�._..... i16 ANNEALED �. W
116-ANNEALED I p
.68a"PVB INTERLAYER BY DUPONT J i:
.88q`PV8 INTERLAYER BY DUPONT
VW MNEALED �"' �
1
I 718"AtJNEAI.EO �
i
�.........• OURaBEAL BY TRUSL-AL DURASEAL BY TRUSEAL _ O
FURFECT GLAZE"H"OR SIKAFLEX 552 FFM GLAZE"FI"OR SIKAFLEX 552 m C 2
.......... V2'GLASS BITEOB `�SU7REW AAAdv
i Y72 GLASS BITE .y4 P� F 4®
i �' i sa.m.•...e 6
-.r t It
No 58201Grg
t ! mrt�9pa�O�STATE OF g$*W
'aeae®eg17°>
FIXED LITE ED
411112019
LUCAS A.TURNER,P.E.
1238 AaARA20AVE.
NORTH PORT,FL 34289
I PH,9411-380-1574
_......._
�i D*E,rCpiPT
' V�Y:
1
i I GLAZING DETAILS
BAT 08!18112
•
wry� lat:9_
GWS-812 B
............
SHEET
1:1
PARTS usr .........FRAME CORNER
ITEM PART# DESCR§PTWN VENDOR tART6RIAl ! CQNSTRUC74QN
1 H-6031 Main Fr. SHw/Flg. PVCHead Mikron Viny§2 H bOSt Ma{n Fr. 5Nw1Fig. PVC $III Mikron Vinyl ' WINDOW SYSTEMS3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vicryl 1 f �--23776" 19M SW 44TH AVE,
4 H-6031 Main FrSHw/F€g. PVCR Jb. M€linin Vinyl ! OCALA,FLORIDA 34474
6 6-1577 tm act€00% Keymark Alum i t WWW.CWS,CC
8 H-6027 Sash Meet.Rat€,PVC Mikron Vin I 21[Liiu
9 H•1497 Reint,Sash Meet.Rail K mark Alum t/1s' p�p�10 H-6028 Sash Bottom Rall,PVC Mikron Vin 1 1116' 1116" CORNERWELD 8100 PVC
12 "6004 SashSldefTop/Bot.RaII Mikron Vin I (ALLSIDESI �f C9�.�WU��
t:e13 S-1496 Reim.S.B.RJS.S.R
74 5064 Glz.Bd.,718' Mllvon Vinyl TMPVC FRAME FLANGE-6Ml PVC SASH B .RAIL-602jS PVC SASH TOP RAIL-6027 IMPACT
ie S-6013 Som.Adept.,w/Nib,PVC,Hertz. Mikron Vinyl - u1
19 S•6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl ?
20 S-6029 Sash Stop/Filer,PVC,Vert. tdlkron Vinyl 1 V2 H
13115'
23 H-1699 Reinforcement,SBR Ke marc Alum 7/g {{{ o o I o
24 P-2190 Balance SSI
25 P3D69 Sash Cam,PUC BSI Plastic
7/15' I FIXED MEETING RAIL w m m
26 73046 Teke Out Cilp BSI SS 1 We" n 2 1/6' 1716"
27 P-3783 Lock,Impact,PVC Interlock tl I SCREWED TOGETHER WITH i Z
Jf 7118" fl� OUTEP,FAAME
28 7-1069 Kasper,Impact,PVC lnterleck Yamac u €0 0
30 7-3215 Wee Cater wt Flap Gaer Plastic RErNF.,IMPACT HOOK-1112 1:8 �.i CO
32 P-3429 Wstp.,0.270x.187 back F41Seal Gray Ultralab PVC SASH SIDE RAIL-6004 FIXED RAIL-1636 I '9 O Q
37 P-4638 #8 x 2-1!2 PH Mod,Truss,Typo A,TEK 2 Fastenal Steel ° 7 a
36 P3768 #6 x 0.625 Ph PH SMS Hub City Steel r.t 6/16 p 1p—. o LL Q
39 P-4051VV 98 x 7,260 Ph FH TEK,W ht. Hub City Steet1/2" •1 ll8" �.._I 1 118"y ! a o
46 P-4264W J#8 x 314 FH PH w/#8 Head,TEK,WE Hub City Steel •p 16 _._.@ 5'16", ! a w
�.¢ O
44 73342 Seam Sealer,SM-5504 Schnee 718 1 518" 1g ! !
45 P-3752 Cap Plug,1/2"Hole M&M Nylon — G46" 4 m:¢ O
1115" t/1ti '- , —1116" ; ........ Z
47 73498 S(kaf€ax 552 or Purfect Glaze'H1 S€kalHerkot 1114"ppd8p
46 P•3352 Set.Blk.,a5 Dur.,1/8'x 516"x 2"Lg. F.Lawe Rubber PVC SASH STOP-3025 PVC SCREEN CATCH•6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6013 Tem DRE6gr °jpa P-3881 W ..EW T �o
-Temporary Lbl.(NFRC/DP) �e o
52 P-3813 CWS Lbl, p Pro Label p®+G .��GENyFQ
53 Sash SEE SHEET2 GLA S 314'--! 1 314' -— 714"fe
v: Me 58201 , Z
54 Fixed SEE SHEET2 p1A55 � ' Tr + +56 73281 Spacer Dur�seef -L13 fS18 t• 962 P•3218 Screen Frame,Ho6z. A€Imetal Alum 1/16" 7/a" .o• .a�
T L_t/ts' .{-- � 1/16' { �O� STATE OF i�4tti
63 P-3218 Screen Rama,Vert. Alimetal Alum REtNF.5.R.R1S.S.R.-7498 RE{NF. BTr.4 RAIL•769s REiNF.TOP RAIL-1497 gP•r"•� •tea
64 7-3321 Screen Frame Corner Key Aiimete! Plastic PVC GLAZING BEAD-6064 r�R�S• A t , C5 QtiA
65 P-3581 Screen C!ot11,1B x 16 FlDergiass 1391terwe Fiberglass
66 P-3228 Screen Spline,.155 Dla.,Bik- Dapa Vinyl J�
67 P-3029 Screen Pull Tab Summlt Alum
W P-3033 Screen Spring,SS Fl.Screen SS _4/11/2015
70 P3113 IIIScrew Support for PVC T.Plastics Nylon LUCAS A.TURNER P.E.
71 §-1836 Alum.Fixed Raii Keymafk Alum 0 at15,.--..� FIL PE#58201
72 S 8063 Cover,Fixed Raii Mikron Vinyl p 1239 JABARA AVE-
73
B-1112 Roiniorcement,Impact Hook Keymadc I Alum NORTH PORT,FL 34288
74 P-3541 198x 1/2',Pan Head,TEK Fastenal I Steel PH-941-380-1574
+1 6116" i!<'
I _ ti EET ESLR1A71ON:
LINE ITEMS NOT USED: 5 -�`j§ 316"
5,7,11,15-17,21-22,29,31,33-36,41-4-3.46,49-50,55,57-61,6R; BOM AND EXTRUSIONS
7/8"
I
�— SCREW SUPPORT-3773
IMPACTHOOK BAT 06/18112
S-1577 owes; R •;
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SHEET
1:2 40F6
..........
4"MAX.(TYP.)--- 17'#AX.O.C.(TYP.) � VdINtS6W SY57E'ASS
1900 SW 44TH AVE.
MAX(T:YP.)... OCALA,FLORIDA 34474
)(I .. WWW.CWS.CC
' '— , I SEBNDTE2 8100 Pvc
MAX'K C. ' I SINGLE HUNG
INSTALLATION IMPACT
ANG}iOR(fYR.) i
� � W
¢ I
4"RYP) t to
m F"
S sZ W
1
MAX DXO.C. ;c OE
IS
,; u- 5
(TYP,) o +
0 U
i
4-(TYP,)--) LLL
m 4
4"(TYP.)----•- NO ANCHORS REQUIRED IN SILL
ANCHOR LAYOUT-(FLANGE) .`.'~~yy�,q` No Sa201
NOTES: 4 STATE OF
A
1,INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
2,SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS.MAX,ALLOWABLE SHIM STACK TO BE 1/4•. USE SHIMS WHERE SPACE GREATER THAN 1116-IS PRESENT, LOAD BEARING SHIMS SHALL BE °esgyOAtane yva
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3,ANCHOR TYPE.SIZE,SPACING AND EMSEDMENT SHALL BE A$SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6, 4111!2015
4.ALL INSTALLATION ANCHORS MUST SE 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.
FLPE8201
BE PROTECTED TO PREVENT REACTION. � A
123399 JABARA AVE.A
&
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT 6E USED IN SUBSTRATES WITH STRENGTHS LESS TRAN THE MINIMUM NORTH PORT,FL 34266
SPECIFIED IN TABLE 1,SHEET 6. PH.941-=-1674
1 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3`FOR MASONRY,1^FOR WOOD AND METAL oI1f Ta r: bATE:
6.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHAD_BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 0811$#12 11CV "
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6,CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. w S-81"2� '
GWS-81B$
0.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: — —
FMAtAAMAIOUJFINWINDOWS),FMAIAAMA200(FLANGEWINDOWS).FMAIWOMA25C(BOXWtNDOWS),FMAIAAMAtWDMA300(EXTERIORD00RS) ��1:15 sO g�
........._..........
TYPICAL HEAD ANCHORAGE }�°L-/-��
---• MIN.EMBEDMENT �`�' symms(/(-I
--- 1—MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE .1
SEE TABLE i BY OTHERS1901)SIN 44TH AVE,
SUBSTRATE BY OTHERS ?' / _......._S V4•MAX SHI;.1—•� � SEE TABLE 1 O�w CWFLORIDA 54474
SEE TABLE i -�� - -i�
MIN.EMBEDMENT ! II
PERIMETER SEALANT SEE TABLE 1 -- MN.EDGE DIST. f Iv
INSIDE
ANDER } SEETABLE 1 8100 Pvc
INSIDEANDOUT -- --
SEALANTBEHIND C� INSTALLATION ANCHOR---- - --� SINGLE HU14 s
FLANGE BY INSTALLER L 114'MAX SHIM SEE TABLE 1 IMPACT
---PERIMETER SEALANT a"--
ALLER
INSTALLATEIONANCHOR--- ! (INSIDE AND OUT _ ..__.� CS.m.
........-SEALANTBEHIND -.
GE BY INSTALLER I LL N
a
i
CONTINUOUS DOUBLE 3116'BEADS OF B HORIZONTAL SECTION "
TREMGLAZE U1600 SEALANT AROUND 6 71'PICALJAMBANCHORAGE i `� e Z
PERIMETER AT ALL INDICATED POINTS
w w
BETWEEN FRAME AND BUCK BY INSTALLER. I o � 2
1/4"MAX SHIM 4 z
SEALANT BEHIND o 8
FLANGE BY INSTALLER
PERIMETER SEALAMZi
BAAIN.EMS£DMEN7
Y INSTALLER tI
INSIDE AND OUT SEE TABLE 1 i y4da11yiicase !g
SUBSTRATE BY OTHERS v r No _R m07
SEE TABLE 1 --�—MIN.EDGE DIST, m ;
SEETABIE i
A 'VERTICAL SEOTION STATE OF �AUA f
6 TYPICAL SILL ANCHORAGE I ��y C�"'�.;O R t�;4••t�r"0�
isp.....® .pit-
0 4fl 1/2016
' ._......
__._.
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
Su ANCHOR TYPE NII N.EM®EDM PERIMETER SEALANT FL PE#58201
ONCRETE{20 KSI MIN.) 3116•TTW TAPCON 1-112' i-1 1239 JABARA AVE.
BY INSTALLER
HOLL 2• INSIDE AND OUT NORTH PORT,FL 34288
CONCRETE(285 KSI MIN.) 3/16"ELCO ULTRACON 1" 1• CN HORIZONTALSECTION PH.941.380.1574
0 -._...
BOX FRAME INSTALLATION SEE suaIPTIONi--"
GROUT-FILLED CMU(ASTM C-90) 3116•ELCO ULTRACON 1-1/4" 2-11P' HEAD AND SIU SIMILAR FOR BOX INSTALLATION 2X MIN.SOUTHERN PINE(G-0.55) 3116-(TW TAPCON 1-/8- 7!8• INSTALLATION DETAILS
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 7/8' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED; D"AWN
16 GAUGE LD MI")MIN STEEL STUD #1016 HILT(KW IK-FLEXOR 111A FULL THREAD 7116„ MIN.1/4•FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED BAT 06/18/12
(33 KSI YIELD M0� TEKS SELF-ORAlNG SCREW THRU 0,060' INSIDE AND OUT,FULL PERIMETER,BY INSTALLER- 0 e,
1/8'STUN(.(33 KSI
MN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD 7/16„ PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-812 B
118'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.12S' SHOWN FOR FLANGE WINDOWS, E. SHEET
- 1:2 8OF6