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} FL# FL37647-R1 �L 17{O 7•./
Application Type Revision
Code Version 2017
Application Status Approved.
Comments
Archived ('
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext.245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
i
4Technical Representative ]ay Lathrop f
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 6922
(352)368--6922 Ext 291
jlathrop@cws,cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Emali '1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.ce
.® Category Windows
�® Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect ora Licensed Florida
ProfessionalEngineer
L! Evaluation Report-Hardcopy,Received
Florida Engineer or Architect Name who developed Lucas A.Turner t
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
✓_ Validation Checklist-Hardcopy Received
Certificate of Independence FL17647 R1 COI EvaiReoort882B,pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I".S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009 Ia
TA 201/202/203 1494
Equivalence of Product Standards
Certified By
IS
httpsa/tvww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvFGYZsjrZFR9F38JUJ4X8P°/,2fpCG2n44EaVhMhW%2bDNN4gg%3d%3d 1/2
1113/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description _—'
17647,1 SH-8100 SH-8100 PVC Single Hung
L mits of Use Installation Instructions 1
Approved for use in HVHZ:Yes FL17647 R1 II CWS-958Bpdf
Approved for use outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports !
Other:See installation detail for sizes and DPs,Outer lite I.G. FL17647 R1 AE EvalReport9586,Ddf
to be safety glass when used above 30 ft.in HVHZ.Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04, -- I
17647.2 SH-8100 SH-8100 PUC Single Hung
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17647 R1 1I CWS-882B.Ddf
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:Flange only,Max.size 51-7/8"x 72".Outer lite I.G.to FL17647 R2 AE EvalReport882B.Ddf
be safety glass when used above.30 ft,in HVHZ.Glass Created by Independent Third Party:Yes
complies to ASTM E 1300-04. _
8?i fie%t
{
Contact Us::2601 81air.Stone Road,Tallahassee ft,32399 Phone:850-487.1824
The State of Florida is an AVEEO employer.Copyright 2oo7-20i3 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 850.487.1.395.'Pursuant to Section
455,275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F5,must provide the Department with an email address if 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 can be made available to the public.To determine'ityou are a licensee under Chapter 455,FS.,
please dick here,
Product Approval Accepts:
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_ _........ _._.............._... __ �........._. .............
1 1900 SW 44TH AVE,
'OCALA,FLORtOA 34474
wWW,CWS.GG
8100 PVC
i SINGLE HUNG
IMPACT
1
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•-•--.-t 718.OVERALL INSULATED GLASS ^----_•" -�^-(718-OVERALL.INSULATED GLASS u. �y'}2 S
118'ANNEALED OR TEMPERED -118'ANNEALED OR TEMPERED U U Vy Or 2 a d
.__._ y_—,.-4i.�1I2'AIRSPACE Z Z 1-:D 0)
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t 118"ANNEALED -.-11W ANNEALED s O g
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j --•.090'PVS INTERLAYER BY DUPONT —.090"PVS INTERLAYER BY DUPONT z y d K O$1n
u1�a (L=a?>
118'ANNEALED 2 cr tU
.-VV ANNEALED ' F- a• � a
QUANEX DURASEAL QUANEX DURASEAL tt �f�sa;sottq,
IG SPACER IG SPACER I t*�"'040R,EW�A{is'` 1
i 40 PURFECT CLA2E'M'OR SIKAFLEX 5$2 ? :U�`r-y1t E.N aF +7.�iy
40 PURFECT GLAZE-W OR SIKAFLEX 552
No 58201 �;p2.
' STATE
K 1t?"GLASS 817E 36 � i!2'GLASS S9: OF Wfi
i 02—_
s 9/22/2017
LUCAS A.TURNER.P.E.
FIXED LITE SASH LITE FL PE#58201 ,
} 1239 JABARA AVE.
NORTH PORT,FL 34288
i PH.941-380-1574
S E�pESCR(PTSgN'
GLAZING DETAILS
:NIWN 8: I DATE:
EMK 09/18/14
arrcci: REv.:
SETTING BLOCKS PER F8C 2411.3.3.1 "CWS-958 8
SHEET
1;1 2 OF 6_J
..«�o-'a�^.^" ,'."x« .,. "�,".�.'.�"'�'^" ur .., ,, �>um,�.:xc.,..�....:,,,ryyt+_..,,,mfi%'ACT.4w'ti. ,C•rx�c..:..,,zr,�,�.r�< ce�"..sa,u��onn .mY.,..,�..."...",.",w,�,.._..w,-„�,.�,.,,.,,,.,.�.._.. ._..
__..........._ _ ......_...___.._ __. ................ __....__....... ........... _._..........__...... .....__.........._........_........
,
INTER40R 3t �. 2t�f 7 WINI�W7SYSTEMS
I 1900 SW 44TH AVE,
E s OCALA.FLOR1DA34474 t
WWw'CWS.CC `
�-"— 8100 PVCso I
f _.._..._. SINGLE HUNG
a
IMPACT
i F
I
ow0 a ow
_: c1 dvOi'y�yO m
X3„6 x.37 'i �'
SECTION VIEW 8033
03
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NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW. p a U
RIGHT SIDE SHOWS SASH SECTION VIEW. p Z U O LL V
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No 58201
''P* STATE OF
6v
f
3 9/22/2417
ta� t , LUCASFL PE#58 AJURNER.P.E.
er
e' Q NORTH POR1239 T FL 3 288
4. PH.941-380-1574
6� 3 IS�HEETSL ESCkIPFfOk:•��
SECTION VIEWS
{tai
SECTION VIEW A-A DRAWN BY: ora"s_
SECTION VIEW C=C EMK 09/18114
ALTERNATE FIN FRAME uw—i f ft-ht'"�
CWS-958 a
E s nib? m SHEET
1:2 3 QF 6 ..l
„;�. .,..o,�.«e'a. ".�.,mss. .��?'y«.„%�':»�,�.. .•�.tx.�;�us�ez•�..�X�a +.�._.,_. <�.�v� s�;�. .r,w�•., .,�......._.rw�..�,..,r�.... ,�....,,..�.,.... ».....
PARTS UST ._._._-_..._.......____�
REM PART# DESCRIPTION MATERIAL VENDOR -' -"""'a 116 -� FRAME CORNER
1 H•1497 Reinforcement for STR ALUMINUM KEYMARK Sus'"- --� "`" -- CONSTRUCTION
i WINDOW SYSTEMS ..,•�
2 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 7- s 1900 SW 44TH AVE,
3 H-1836 Alum.Fixed Meet Ralf ALUMINUM KEYMARK 6 OCALA,FLORIDA 34474
4 H•6048 Main Frame,Fin,Single Hung PVC MIKRON 7 t,t5 www.cws;CC
5 H•6049 Frame Head,Fig,Single Hung PVC MIKRON z sw 1116, 3srts• I�
6 H•6049 Frame Sitl,F4,Single Hung PVC M IKRON o 8100 PVC
CORNER WELD
7 H-6049 lFrame Jamb,Fig,Single Hung PVC MIKRON CALLSIDES) SINGLE HUNG
8 H•6050 Sash Top Rail PVC MIKRON IMPACT
9 H-6051 Sash Bottum Rail PVC MIKRON
40 PVC FRAME FIANCE-H•6049 PVC FRAME FIN-H-604a'N-6052 Sash Side Rai! PVC MIKRON 1= o m o N wp o
11 P-3029 Screen Puti tab STEEL HURLEY ^�� Z ut-o Q�Z<1:20-
12 Z0Z
12 P-3033 Screen Spring STEEL FLASCREEN - -r 0
1 3/16•-; r..1 15116' 2 3/16^-........ V Fes•W F•7i _
13 P•3113 Screw Support RUBBER TEAM PLASTIC Z Z s 2 dZ CCw 0 0
1� T �......._ �s a a 01-ovar~na
14 P-3218 Screen Frame ALUMINUM FLASCREEN r'� FIXED MEETING RAIL 2 N�z z m
i$ 83228 Spline VINYL FOAM QAPA t`K6 f 516' �-J t 5 6' �_ _ SCREWED TOGETHER WITH `¢ O Z V Z U
1716• F- 0 L)
16 P-3321 Screen Comer Key NYLON FLASCREEN Ills tris s PUTERFSRAME o Fw-o:c 0 z
17 P^3342 Seam Sealer SCHNEE L" �`..........•. o } 3 0
18 P-3352 Selling Block,85 Dur.1/8 x 518 x 2 RUBBER FRANK LOWE PVC SASH SIDE RAIL-HE052 PVC SASH eTM.RAIL-H fi051 PVC SASH TOP RAIL-H$050 it z m w to o�
19 P-3429 Wsto.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB - 0
20 (L
n,3539 #8 x 314'Ph PH TEK STEEL FASTENAL _~ w r w y
cr:
�-1 112'-'•! 7 5116' ,`N{pq�1Nh�� i
21 P-3541 #8 x 3/8 Pan Phil Tek STEEL FASTENAL , 4
22 P•3581 Screen Cloth VINYL WIER t vs --•'--t} s'-"�-{ ttts ����5 PNOREw
1 ( I ��b4 �t1C'EIII
23 P-3752 HaIB Plug,1t2' NYLON M&M r-• (l yr No 50201
24 P-3783 Lock,Impact INTERLOCK ur the 3 }_ILEI 111G' 2 TB^ vts �t t _+'
25 P•4051 #8 x 1114-Ph Fh TEK;Wht STEEL FASTENAL ^- z-01 "
26 P-4056 Sash Cam NYLON M&M i VC SCREEN SUPPORT-S-6013 REINF,TOP RAIL-H-1497 SASH STOP-56025 STATE OF "w
27 P•4069 Keeper,Impact MAC SULLIVAN ALUM,FIXED RAIL-H•7836
28 P-4479 Weep Housing&Flap Assm. PVC M&M
29 P-4636 #8 x 21/2 Phil Truss SMS STEEL FASTENAL 314• r t/a' __ 1 1 I
30 P-4959 Wsp,,0,420 x 0.187 back FIRSeaI NYLON ULTRAFAB -3r4 "'. V
1
31 S1498 Reinforcement for SSR ALUMINUM KEYMARK 39 lsrts ) Tra^ Z2
32 S6013 Screen Support PVC MIKRON 3ns� I-uts �---- 1n6 1._ 5t6 �- L-1/16•
33 S-6014 Screen Adaptor PVC MIKRON REINF.5.3.R./S.S.R.-S-1496 REINF.BTM RAIL-H•1699 PVC GLAZING BEAD-8,6064 PVC SCREEN ADAPTOR-S-6014 9122/2017
34 S•6025 Sash Stop PVC MIKRON LUCAS A TURNER,P.E.
35 S•6063 Fixed Ralf Cover PVC MIKRON 1Sits"
t 6 FL PE A 58201
36 5 6064 Glazing Bead PVC MIKRON
�.....
1239 JABARA AVE, i
'�5• ' uts' NORTH PORT,FL 3428$
37 FIXED SEESHEET2 GLASS CARDINAL ita
}vi t`--'----3' (d PH.941-380.1574 t
38 SASH SEE SHEET 2 GLASS, CARDINAL I z--03? j--- sties oESCRIP1ida: j
39 Block&Tackle Balance STEEL BSI °�tj s LO
.#._._, �""31t6• ALUM.FRAME HOOK-S-1577 BOM AND EXTRUSIONS
40 Purfect Glaze'H"or 5ikatlex 552 SILICONE HENKEL!SIKA SCREW SUPPORT•P3113
41 #10 x 2'Pan Phil sms STEEL FASTENAL I '�"s116 sits^ j 3 T1s' 11 Darr:"'
42 P-4657 #8 x t 112'Phil FlatTEK STEEL FASTENAL F IC FIXED RAIL COVER-S-6063 EMK 09/18/14_
43 1 5.1112 lReinforcement,Hook ALUMINUM KEYhAARKtowcp: �riev,:
ns'---•-
44 S-1577 jFrame Hook ALUMINUM KEYMARK CWS-958 BALUM.REINF.14DOK-S•1112 Is§MC -
SHEET
_ . ...-___.._..-.... � _
_.__. .,....._• .....
_ .. ........ _
1,2
_.._.._..._ 4 OF 6
- ------ GOMM
4-MAX(TVR) a-MAX.O.C.(TVP.) 1900SW44THAVE.
CALA,
6-MAX(TYP.) SEE NOTE 2 4'MAX,(TYP.)i ES NOTE 2 WOWw.CWSlCC FLORIDA 3474
`6'MAX.(TYP. lfi
4. INSTALLATION
8100 PVC.
ANCHOR(TY?.)
t SINGLE HUNG
W --j, i I'
IMPACT
MAX D.C.
0 (TyP-)
2314- zZ
MAX 0,0, zwo "zwso
W -0 Mk-F
w
zoz M--!=
I-w
ZiEn o
0 0 0 wwocc
Z
0 DC6 mu–
Z
INSTLATION gqo3:20
ANCHOR(IYP.) in =)w 2
w
Ix z
0. a. 2 0
c
m
314" IL W CL
MAY-O.0
(Typ') 0�0 w?"'N'
O'b -**--�4"n",
ANCHOR LAYOUT-fFLANG ANCHOR LIT-(FIN) N'q
OP+1-70 PSF
OF 41=65 PSF
f4: No 58201
Z'a%
STATE OF
NOTES.
INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION-SILL ANCHOR SPACING SAME AS HEAD. 1
Z SHIM AS REQ AT EACH INSTALLATION ANCHOR USING
0 L.DAD SEARING SHIMS,MAX ALLOWABLE SHIM STACK TO BE lfkl'.USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT.LOAD BEARING SHIMS SMALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 912212017111
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET& - —
Zi
4,ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING.DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A,iRNER,FL PE 4 58201
BE PROTECTED TO PREVENT REACTION. 12139-jABARAAVE.
6,INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET C
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.FOR CONCRETr-JCMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED.CMU MAY INCLUDE BUT 06 NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER TO-CENTER SPACING SHALL as MAINTAINED BETWEEN ALL FASTENERS:3-FOR MASONRY,I-FOR WOOD ANDMMAWN 0)EIAL. 7
E 0911yj4�
S.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED,SY THE ARCHITECT OR ENGINEER OF RECORD,AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. M.—
SUBSTRATESSMALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN 7ABLE1.SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED-
CWS-958S-958 13.
1 -
9.SEAUNG AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: sou' SHEET
SHEET
FWAAMA 100(FIN WINDOWS),FMAJAAMA 200(FLANGE WINDOWS),FMANvDMA 260(BOX WINDOWS),FMAtAAMAIWDMA.300(EXTF-RIOR DOORS) 5 OF 6
............
FMIN,EMBEDMENT { ClrcJ!/ •
TYPICAL HEAD ANCHORAGE SEE TABLE 1 l B`UE OTL RS ( NtIND6w sYSTEPTS
MiN.EDGE FIST, IW MAX.SHIM---- i SEE TABLES MIN.EDGE DIST. -s••"-' -'SUBSTRATE
SEE TABLE I BY OTHERS 1900 SW 44TH AVE,
- — _' SEE TABLE 1 -S-•- ------1- } SEE.TABLE t OCAI A.FLORIDA 34474
.. 'd--•--~� 1!4'MAX SHWi•-•-j �»- WWW:CWS,CC
SUSSTRATEBYOTHERS--.,, ,.� -....... _ .....�—.._....-_..........{{.
SEE TABLE t I i q E mm EOG' DIST, f
MIN.EMBEDMENTi SEE TABLE 1 ' •
PERIMETER SEALANT. SF.ETABLEI { p .. ._.-_...r. 8100 Pvc
13Y INSTALLER � INSTALLATION ANCHOR "" -'-"--'-"°-""`L I ( SINGLEHUNG
INSIDE AND OUT '" ( SEE TABLE 1
SEALANT BEHIND O ! SEE TABED'dENT IMPACT
FLANGE BY INSTALLER 114'MAX.SHIM p 1
Q - J2 ��6
_..PBL-INSTALLER SEALANT owoto Z 0 2 OLU
a:- W
Ww6
PERIMETER SEALANT INSIDE AND OUT 0 ,�In§y.�O 0:*5r of
BYINSTALLER W Z r 3. S
INSIDE AND OUT INSTALLATION ANCHOR x m¢ w 0 0
SEETABLE 1 0)-O(3 x r Ix
SEALANT SEALANT SEALANT BEHIND O (>t z Q-I-(o(L
--......�:� 0 �j LJ-
INSTALLATION ANCHptL----••••----^^^••^•---"" FLANGE BY INSTALLFIN BY INSTALLER z- :0 u1
SEE TABLES Z U tlt 2 0 LL V
fS HORIZONTAL SECTION
ORIZONTAL SECTION
I STYPiCAt.lAMB ANGHflttAGE„ ,LTYPICAL ANCHORAGE
HEAD AND SILL SIMILAR
Y Q OY I�ryt1 FO
Q
FOR FIN INSTALLATION r}
OGCrU?Qttl itsW
w 1-
o LL.x v}i
114"MAX SHIM m
SEALANT BEHIND �dLL,pSORE W t���i, s
FLANGE BY INSTALLER I •�..�+. _�._ +` ,P i3E N••rG,fy��i
PERIMETER SEALANT—- MIN,E'+18EpMENT t-moi,. No 58203 Lfir'I'
BYINSTALLER i SEE TABLE
INSIDE AND OUT
SUBSTRATE BY OTHERS... y - j ���E`S.`.1+,O Ft I"L,T..�'"(,yt�irr
SEE TABLE 1 -------«4--^MIN,EDGE DIST, t
SEE TABLE r�fsftoNAls; �r�
�p VERTICAL SECTION _
TYFICAI_SILT~ANCHORAGE I y
{ 9/22/2017
TABLE t:APPROVED INSTALLATION FASTENERS i // '
[FLANGE
AMETYPE SUBSTRATETYPE ANCHOR TYPE MIN,EMBEDMENT MIN.EDGE DIST, wMd;_G.. s LUCAS A.TURNER.P.E.
CONCRETE(2,0 KSI MIN.) 3f16°STW TAPCON 1-117." 1-118" FL JA#58201
PER(b2ETER SEALANT--•^•---."" 12FL PE#58 AVE:
ANGE HOLLOW OR GROUT-FILLED CMU(317 PCF MIN.) 316"(TW 7APCON 1` Z+ BY INSTALLER iNORTH PORT.FL 34288
ANGE CONCRETE(2,85 KSTMIN,) 3flW ELCO ULTRACON t' 1 LNSfpEANDOUT PH.361 38f#15?4
p\ HORIZONTAL SECTIONANGE GROUTFILLED CMU(ASTM C-'30) 3(16"ELCO ULTRACON 1.114" 2-1/2" & BOX FRAME kNSTALLATLONANGE 2XMIN.SOUTHERNPINE(G-0.55) 3116"I'IVVTAPCON 1.318• 7!fi' H£ADANDSiL4S1>diLARFORSOXINSTALLATipN ` INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE ZX MIN,SOUTHERN PINE(0=0.55) #10 WOOD SCREW 1.318" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE.FLANGE, wNer: -TTI aiF:"""
16 GAUGE(0,06W)MIN,STEEL STUD I/10 76 HLL17 KWLK FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDER:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLINGSCREW THRU O.p66' X116" £MK 09/18114
118 ALUM;{60F3 T5 MSN.}OR #70 GRADE 5 SELF-TAPPING t FULL,THREAD INSIDE
l4"FILLET OF CONSTRUCTION-GRADEMENSTADNESLVE CAULK IS APPLIED [o�wcn': REv
LNSIOE AND OUT,FULL PERIMETER,BY INSTALLER. -" i"'""
FLANGE 118"STEEL(33 KSI M W.) DRILLING SCREW THRU 0.125' T176' € CW 5-958 { l3 _
•PRODUCT ANCHORAGE IS IN ACCORDANCE 1N(TH REQUIREMENTS AS ,.
FIN 2X MIN.SOUTHERN PINE(G=0b5) TS WOOD SCREW 1.112" 7116' SHOWN FOR FLANGE WINOOWS. sci ua: SHEET ._
_......_- 1 1:2 60176
f'„,".,..<a,"""^:`";"'tea. x�"�""...."^3�.a.,�-...";'?^c^,�x.:x�",-:`-.,-.,.^.c;. x_........w:.m.:sv.`�. '�*"'-.e..--•,:d^�;s�^m.: ,.'.....:..::xwwme_+x:....r+.:^cr_zrr..i.. rte. -.<^:tea.»,..«...:,.c,w^,a;x.�.ttw.,�.,�M^.M....._._ ...........
U1239 Jabara Ave.
RNER.jam North Port;FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A.#29779
Evaluation Report 958B
August 29;2017
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,35 3/4"x 70 3/4"max.unit
size at+/-70 psf for flange configuration and+/-65 psf for fin configuration.
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`'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 6`'
Edition(2017)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-958B,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3946-02,-2A,-04,and 4A,by National Certified Testing Laboratories,
Orlando,FL,with testing performed: Testing Performed: AAMA/WDMA/CSA 10I/I.S.2/A440-
08,ASTM E1886-05,ASTM El 996-05/09 and TAS 201,202,203 1994(TAS reports 3946-2A
and 4A signed and sealed by Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-958B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-958B.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings with glazing as indicated in CWS-958B
• Achieves design pressures of+/-70 psf for flange and+/-65 psf for fin
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.02'
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 17-0206.101
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6"'Ed.(2017)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. 1.do not have,nor do 1 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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♦ 5 F..N
Lucas Z--,J No 513101
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2017-08-30 �,,a; ;tr� �-
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" Lucas A.Turner,P.E.
FL PE#58201 p;
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