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Product Approval
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Product Aooroval Menu•>Product or A 1 f 'S arc I' ion• s Y1 -
tion Detail LL
FL# L 23
Application Type Revision
Code Version }s; ': 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
jlathrop@cws.cc
Category Windows
Subcategory- Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich,PE
R Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard yell
AAMA/W DMA/CSA/101/I.S.2/A440 2008
ASTM E1300 2004
Equivalence of Product Standards
Certified By
Product AppPoval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvO QpGQvtV... 8/10/2016
Florida Building Cade Online Page 2 of 2
Date Submitted 02/29/2016
Date Validated 02/29/2016
Date Pending FBC Approval
Date Approved 03/03/2016
Summary of Products
FL It Model,Number.'or.Name Description
17234.1 SH-610 Vinyl-,Single Hung SH-610 Vinyl Single Hung,Non-Impact,53 1/8"x 76"
Limits of Use Certification Agency Certificate
Approved for use,in HVHZ:No FL17234 R3 C CAC CAR 138-1305 odf
Approved for use outside HVHZ:Yes FL17234 R3 C CAC CAR 138-1306.0f
Impact Resistant:No FL17234 R3 C CAC CAR 138-1379.pd
Design,Pressure:+50/=50 Quality Assurance Contract Expiration Date
.01ther.'SH-610 Equal Split or Oriel;-Max.size 53 1/8"x 76", 08/15/2018
Fin,Flange;DP+50/-50 PSF.Glass complies with ASTM Installation Instructions
E1300-04, FL17234 113'11 CWS-935C(SH-610 NI)odf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17234 R3 AE EvalR,eP CWS-935C(SH-610 NI)odf
Created by Independent Third Party:Yes
Back Ne:t
i.I1AtaLt.1lS,>::2601 Blair Slone Road,Tallahassee Fl-32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer: "davriaht 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 mall.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 if
they have one.The emalis provided maybe 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 bepaitment 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 click b=.
` Product Approval Accepts:
Credit:Card
Safe..
t
https://www.floridabuilding.org/pr-,r app_dtl.aspx?param=wGEVXQwtDgvOQpGQvtV... 8/10/2016
GENERAL NOTES:
SINGLE HUNG - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND -"-� •
(SHOWN W/DIFFERENT OPTIONS) MANUFACTURED TO COMPLY WITH THE FLORIDA WINDOW SYSTEMS
BUILDING CODE(FBC),CURRENT EDITION. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 3) W WW.CWS.CC
54 54 318" 3.CONFIGURATIONS:"O/X".
FLANGE/WIDTH FLANGE WIDTH 610 PVC
DESIGN PRESSURE (SEE SHEET 531/8" 531/8" 4. -NEGATIVE DESIGN RATING LOADS BASED ON,TESTED PRESSURE SINGLE HUNG
MAX UNIT WIDTH MAX UNIT WIDTH AND GLASS TABLES ASTM E-1300-04. NON-IMPACT
491/16" 49'1/16" -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,
GLASS DLO GLASS DLO WATER INFILTRATION TEST PRESSURE AND GLASS
TABLES ASTM E-1300-04. 1�'� nA5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT 2nBEEN USED IN THE DESIGN OF THIS PRODUCT.SEE j o
SHEET?FOR ANCHOR DETAILS.WOOD
ANC DURATION Y Y Y
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR 22 2 }
771/4 - r 771/q CALCULATIONS. www m
FLANGE I FLANGE 01
HEIGHT HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT 0 z
PROTECTIVE SYSTEM SYSTEM IS REQUIRED IN WIND BORNE p 9
B I .B _ O" 423/16' DEBRIS REGION. S
76" 1 Z
G I: FRAMES AND•VENTS F LLY EL E .SMALLJOI - °C
34 5116 .` .7.A L U W D D NT w ¢ w Q
UNIT GLASS DLO 76" SEAM SEALANT USED AT FIXED'MEETING'RAIL AND JAMB. Q O w a
LASS DLO :,
HEIGHT C.` - MAX ... - ¢
UNIT 8.SERIES/MODEL DESIGNATION SH-610. o o Cl)
Ly
HEIGHT 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: < m
X=OPERABLE SASH,0=FIXED SASH
C / U m ¢ Z
7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A
D SIMILAR LOCATION. P„�DREW
WJ%F
371/4" FX I 7 ,��,, PNOR.. ������
MAX I 30118 X 273/16 11.EXTERNAL WEEP SLOT=1/4 x 1-1/2"LOCATED 5"FROM Q�Pc �G E Ne Q ��
SASH 1 MAX GLASS DLO JV,.'�- F•�••?���
HEIGHT I 345/16" SASH BOTH ENDS. f't No 58201
4 D GLASS DLO HEIGHT
Lucas A.Tumer =-a-
13; STATE OF •;�1!/'
A p FJ 1 1 2016-02-23 '$O� .��o oPo��'.'�
09:29-05:00 F a L
C I ; GLASSa7^DLO �`�i
�f'—_�J� 4915/16-
A MAX SASH WIDTH47
Y�
GLASS DLO ORIEL 2/f 23/2016
49 15116" LUCAS A.TURNER,P.E.
MAX SASH WIDTH FL PE#58201
1239 JABARA AVE.
EQUAL SPLIT NORTH PORT,FL3 288
PH.941-380-1574
SHEET DESCRIPTION:
MAX. UNIT EXTERNAL GENERAL NOTES AND
TABLE OF CONTENTS CONFIG. DESIGN PRESSURE RATING IMPACT RATING DRAWN6CE ELEVATIONS
SIZE REINFORCEMENT
DP CHARTSGENERAL OTES...ELEVATIONSiii..2 EQUAL 37"X 76" NONE ADE 08/09/14
GLAZING DETAILS...............................3 SEE COMPARATIVE NONE DWG"• REV.
SECTION VIEWS..................................4 EQUAL
EXTRUSIONS&B.O.M.........................5 53-1/8"x 76" '2011 ANALYSIS CHART, SHEET 2 CWS-935 C
ANCHOR SCHEDULE&NOTES..........6 5 HI ORIEL SCALE: SHEET
INSTALLATION DETAIL.......................7 •ONLY REQUIRED WITH H-6137 FIXED MEETING RAIL&SCREW-ON INTERLOCK,S-2001-SEE SHEET 4 FOR DETAILS. 1:20 1 OF 7
Unit Design Pressures(PSF)for Equal Split Configuration with Glass Types A,8,C,or D
Unit Widths(in.)
-ijW -jin
is j 23 1/2 27 1/2 29 1/2 1 31 1/2 35 1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8
35 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0
+50.0/-75.0 +500-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
39 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.01-75.0 +50-01-�75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73,1 www.cws.cc
43 1/2 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-73.4 +50.0/-70.6
47 1/2 +50.01-7-5.0 +50.0/-75,0 +50.0/-75.0. +SO.O/-75.0 +50.0/*-75.() +50.0/-75.0 +.50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-68.9 +50.0/-661 610 PVC
51 1/2 +50X/-75.0 +50X/-75.0 +S0.0/-750 +50.0/-75X, +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-72-7 +50.0/-65.2 +50.0/-62.6 SINGLE HUNG
53 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/,75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.0. +50.0/-63.6 +50.0/-61.0 NON-IMPACT
.55 112 +50.0/-75.0 +50.0/-75.0 +50-01-75.0 +50.0/-75.0 +50.0/-75.0 .+50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-69.5 +50.0/-62.1 +50.0/-59.5
59..V2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75:0 +50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-656.8 +50.0/-59.5 +-50.0/-57,0
-�50.0/-64.6 0 iii
65 1/2 +50.0/-73.2 +50.0/-69.1 +50.0/-68.0 +50.0/-67.4 +50.0/-67.3 +50.0/-673 +50.0/-67.3 +50.0/-67.3 +50.0/-63.6 +50.0/-56.4 +50.0/-53.9
67.112 63 1/2 +50.0/-75.0 +50.0/-72.9 +50.0/-72.0 +S0.0/-71.6 +50.0/-71.6 +50.0/-71.61 +50.0/-71.6 +50. 7L6 +50.0/-57.3 .+50.0/-54.8
+50.0/-69.8 +50.0/-65.6 +50.0/-64.4 +50.0/-617 +50.0/-63-4 +50.01-63.4 +qn n-l-Al A +1:0fl/_=A .1.1 -55.5 +50.0/-53.0
71 1/2 +50.0/-64.0 +50.0/-59.7- +50.0/,5&3 +50.0/-57.3 +50.0/.56.5 5 +50�O/+50.0/-53.9 +50.0/-51.5
- - w o74 3/4 +500/-59.9 +50.0/-55.6 +50-0/-54.1 +50.0/-53.0 +50.0/-51.8 +50.0/-51.7 +50.0/-53 ).0/-51.7
+50-0/-51.7 +50.0/-SOA
co
76 +50-0/-58.5 450.0/-54.1 +W.O/-52.6 +50.01-51.5 +50.0/-50.2 +50.0/:-S0.0 +50.0/-50.0 +50.0/-50.0 +5jTq_1_ 00 z
5 +50.0/-50.0 +50x/-50.0
0
N
0 Lu
Lu
0 ❑
LL
Design Pressures(PSF. for Oriel Configuration With Glass Types A,8,C,or D in the'Sash,and Glass Types C or D in the Fixed cc
Unit0
Unit Widths(in, w
Heigh (in.) 21 1/2 uj W
1/2 29 1/2 31 1,12 35 1/2 39 1/2 41 1/2 1 43 1/2 LU
- 47 1/2 51 1/2 53 i/8 < z Gr
35 1/2, +50.0/45.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50-6/-750 +50.0/-75.0 +50.0/-75.0 450.0/-75.0 +50.0/-75.0
0 m < 0
39,1/2 ' +50.0/-75.0 +50.0/-75.0 +50-005-0. +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +SM/-75.0 +50.0/-75.0 +50.0/-74.1 Zi
41 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50-01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.2 +50.0/-7L3 ON ,jADREtV%
..........
43 1/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-710 +50.0/-75.0 +50.005.0 +50.0/-75.0 +50.0/-7L6 +M0/-68.9 4
47 1/2 +50,0/-75.0 +50.0/-75.0 +50.0/-75.0 +50-*75-01 +50.0/-75.0
+50.0/-75.0 +50.0/-75.0 +50.0/-7S.0 +50.0/-74.8 +50.0/-67.2 +50.0/-64.6
51 1/2 +50.0/-69.0 +50.0/-68.4 +50.0/-68.4 +50.0/-68.4 +50.0/-68.1 +50.01-67.4 E+50.0/-67.4 U+50.0/-67.4 +50.0/-67.4 0.0/-63.6 +5G.Q/-61.1 No 58201
53 1/2 +%0/-64.4, +5010/-63.4 +50.0/-63.4 .+50.0/-63-4 +50.0/-62-4 +50.0/-61.2 +50,0/-61.1
+ I +50.0/-6L1 +50.0/-6LI +50.0/-59.5
55 1/2 +WO/-60.3 +50-01-58.9 +50.0/-58.9 +50.0/-58.9 +50.0/-57.6 +50.0/-56.1 +SD`0/_5S.7 +50.0/-SS.6 +50.0/-55.6 +50.0/-55.6 +50.0/-55.6 Z�P STATE OF 41
59 1/2 _ +50,0f-53.6 +50.01-51.6 +50.0/-51.3 +50.0/-51.3 +50.0/-51.3 +50.0/-5I.0 +50.0/-50.S +50.0/-SO.l +50.0/-SO.G +50.0/-50.0 +50.0/.50.0 % e
2 2.0/So 0 ...........
63,1/2 +SO.O/-52.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.o/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
65 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.01+50.0/-50.0 +50.0/-S0.0 +S0.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +S0.0/-_50.0 +50.0/-50.0 refits is
67 1/2
+50.0/-S2.5 +50.0/-50.4 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0,+50.0/-5g.o, +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
0 +SO-0' 0.0 +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
')*L+W.00, W +50.0/-50.0 +50.0/-50.0 +50.0/-50.0
71 1/2 +50.0/-52.5 +50.0/-50.4 +50.0/-50.0 +S0.0/-50.0 +50.0/-50.0 +50.0/-Saci +50.01-sao +50.0/-S 2/23/2016
74 3/4 +50.0/-52-5 �,50. .4 +50.0/-50.0 -t LUCAS A.TURNER,P.E.
W 0/ (, 5
76 +50.0/-.52.-5 +50.01-50.4 L+50.O/-50.0 +50 1.0 +SQ.O/-SO.G +50.0/-50.0 +50.0/-50.0 FL PE#68201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
MON'
SHEET SCH
DESIGN PRESSURE
CHARTS
DRAWNBY: DATE:
ADE 08/09/14
NOTE:
DWG#: -ke-v..
GWS-935 ' C
IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. scA ___SHEET
WIN��EPNS -
1900 SIN 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
610 PVC
SINGLE HUNG
NON-IMPACT
aoo
W W W m
7/8"OVERALL 7/8"OVERALL 7/8"OVERALL ,''7/B"OVERALL
fn
1/8'ANNEALED 1/8'TEMPERED _ _ 3/1b'ANNEALED m Z -
3116'TEMPERED m 0
518"AIR SPACE - 518"AIRSPACE - 1/2'AIRSPACE � v
1/2"AIR SPACE ,p w - -
tib"ANNEALED 1/8'TEMPERED ¢ O tL
3116"ANNEALED 3116"TEMPERED Qq W'
¢
SiKAFLEX55208 ... -, -.:.. . . - .. 4 FO.. w .
46 PURFECT GLAZE"H' SIKAFLEX 552 OR SIKAFLEX•5$2 OFt g!PIIKAFEX 552 OR o ~ G)
.. 48 PURFECT GLAZE"H' 46 PURFECT GLAZE'H' CT.GUIZE-H. p o
5/8'GLASS SITE 5/8"GLASS 917E 5/8"GLASS BITEASS 9R'E
U.tn ¢ 0
gl!DREtv t",
..........c�'TG�r4�.
v: No 58201 "%'P
"%0 STATE OF ��
o�Fs= O R t O v'p��y.�
GLASS TYPE A GLASS TYPE B ��iS�
GLASS TYPE C GLASS TYPE D y
2/23/2016
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION;
GLAZING DETAILS
DRAWN BY: DATE:
ADE 08/09/14
DWG#: REV.:
CWS-935 C
S13-ALE ALE` SHEET
1:1 30F7
INTERIOR ����'
W1tdS�OVY SYS'�iMS .
2 1a1900 SW 44TH AVE.
4 1 9 13 2 OCALA,FLORIDA 34474
�1
W W W.CWS.CC
34 610 PVC
o SINGLE HUNG
NON-IMPACT
cam—�J
a o ? o 0
9 a 3 3 If YY' Y
SECTION B-B www m
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, b z
RIGHT SIDE SHOWS SASH SECTION VIEW. a 0
a 3 _ m ¢ p
w
w CC
1 . INTERIOR 46 fR'
vma0
max- ;l x
•3Q � 7 1' �I� Itl 1114fI
% 5 G 4
3 F I I E i ry,•,. sr.y�GEAiS�:•.'Py�i
s 1e 033 No 58201 t�'P
,tl i
ar
0 STATE OF ;4k
NA
2 �3'a�fi_ L.) 0
D I 32 a 2/23/2016
46 SECTION D-D LUCAS A.TURNER,P.E.
FL PE#58201
11 4� ° .i (� DEEP POCKET UNI-FRAME 1239 J BARA AVE.
3
0 NORTH PORT,FL 34288
2 PH.941-38G-1574
NOTES: SHEET DESCR PTION-
F N FRAME IIo
a AND STANDARDAVAILABLE
AME TYPESjH UNI-FRAME SECTION VIEWS
SECTION A-A SECTION C-C 880 BALANCERS AND DEEP POCKET UNI-FRAME DRAWN Y_
ALTERNATE HD MEETING RAIL (H-6193)REQUIRED FOR LARGER SASHES.(NOT ADE 08109/14
AND UNI-FRAME SHOWN IN•
EXTERNAL REINFORCEON MENT REQUIRED ON DWG#: R ..
UNIT WIDTHS OVER 37"WITH THE H-6137 CWS-935 C
FIXED MEETING RAIL AND SCREW-ON INTERLOCK, SCALE: SHEET
NOTE:ITEMS NOT SHOWN FOR CLARITY:38-41 S-2091'
1:2 4 OF 7
ITEM PART IDESCRIPTION MATERIAL VENDOR 3 7116- 3 112— 1 FRAME CORNER CONSTRUCTION
1 H-6125 HEAD OUTERFRAME •PVC ATN (1 ]]lJ-(��]}' •Lldf/d
2 H-6125 JAMBS OUTERFRAME PVC ATN11L p g/15• 13/16••-( `�ltxruvfff..S44lWWUSTEMS I�lir /Jlj
3 H-6126 SIL OUTERFRAME PVC ATN 1 2 3 I WINDOW SYSTEMS
E
4 H-6132 SASH SIDE RAIL PVC ATN 21/16" 23/8• 1 OCA A, LTH AVE.A3
5 H-6136 SASH BOTTOM RAIL PVC ATN 1116" 1/16• WWW.,FLORIDA 34474
6 H-6137 FIXED MEETING RAIL PVC ATN L 1/16" WWW.CWS.CC
sns 37ie REINF.SSR HD
7 H-6138 SASH TOP RAIL PVC ATN p
S-2006 CORNER WELD(ALL SIDES) .610 PVC
8 S-6141 GLAZING BEAD PVC 'ATN u 1:8
9 S-6142 SASH STOP PVC ATN SINGLE HUNG
10 S-6143 ISCREEN ADAPTOR PVC ATN 3/4"
11 P-5085 JWSTP,QLONBULB VINYL AMESBURY ° NON-IMPACT
12 P-5086 WSTP,QLON BULB VINYL AMESBURY - 13116"
PVC FRAME HEAD&JAMB PVC FRAME SILL
13 BALANCERS-CONSTANT FORCE RT 562 CALDWELL H-6125
H-6126 -
14 P-5392 ISASH TILT LATCH NYLON CALDWELL _o -
INTERLOCKF 4 I-
15 P-5393 PIVOT CARRIER NYLON •CALDWELL S-2001 a a cn
16 P-5396 PIVOT BAR SS CALDWELL o _ o n
17 P-3515 p8 OT BAR L FLAT WHITE SMS STEEL FALDWE L 5/16" 1 3/B" 314• Y Y `L
5/16'
8 FIXED MEETING RAIL >'
18 P-4146 NSX34PHICFLAT tek STEEL FASTENAL T- 10 SCREWED TOGETHER WITH U1 W W m
19 P-3028 SETTING BLOCK RUBBER FRANK LOWE 15/16" .D50" 9 6/8" 1/16' OUTERFRAME D7
20 S-2001.INTERLOCK RAIL ALUM ASCEND L .074" ,— 1.8 U Z
Imi O
21 S-2006 REI NF,SASH SI DE RAI L,HD ALUM ASCEND PVC GLAZING BEAD co 1n
PVC SASH STOP PVC SCREEN ADAPTOR .y c >
22 S-2007-REINF BOTTOM RAIL ALUM'. - ASCEND '-S-6141 - , Z W
S-6138 S-6143.
23 5-2008 REINF FMR ALUM "'ASCEND - - - W ¢ a O_
24 5-2009 REINF TOP RAIL ALUM ASCEND 2718" 1.7/16• 1+111/16' O w Q
25 5-2011 REINF"EXTERNAL ALUM"' ASCEND 1 7/16" _
26 P-5388 LOCKS NYLON LAWRENCE q 5 6 �J o w Qa LU
27 P-5389 KEEPERS NYLON LAWRENCE ¢ Z
1 7/16" 17/16" 17/8' 1 7/16
28 P-4779 WEEP.COVER NYLON M&M I 1/16• 1/16• TFT 1
29 P-5397 FMR ENDCAP NYLON M&M I 1116• 1/16• I U m G Z
30 P-5400 COVER FMR REI NF. PVC TEAM PLASTICS .LLi—
31 HOTMELT SILICONE TRUSFAL PVC SIDE RAIL PVC SASH BTM RAIL PVC SASH FMR PVC SASH TOP RAIL �•` c)o. PNDE p�'
32 P-3305 WSTP..270 X 187 SOFTTOUCH FIN ULTRAFAB H-6132 H-6136 H-6137 H-6138 VP:•�\ SF•�'p,Y��
33 P-5425 WSTP.200 X 5/8"X 5/8"DUST PLUG ULTRAFAB
v:• No 58201 'fi11
34 P-5390 HOLE PLUG NYLON
35 GLASS SEE SHEET2 13/16'•- 9/16" 15!16" 9116" 113/16"y 3/8' *� * '•*
sn 6 I I 5 v .a
36 P-4638 NSX2-1/.2 PHILTRUSS tek STEEL FASTENAL 1/8. STATE
37 P-3218 SCREEN FRAME ALUM RASCREEN Al `ti 3 q 7/8" �+0,�•..c Q.:�kr`
38 P-4754 SCREEN CORNERKEY NYLON FIA SCREEN 1/16' 7/76- 1116- .............
�•�•,O o-\�
39 P-3228 SCREEN SPLINE °APA REINF.BTM RAIL REINF.FMR REINF.TOP RAIL REINF.EXTERNAL
40 P-3029 SCREEN LIFTS SUMMIT S-2007 S-2008 S-2009 S-2011
41 P-3033 SCREEN SPRINGS FLASCREEN zZ
42 BALANCERS-CONSTANT FORCE RT 880 3 7/16"
43 H-6157 HD FIXED MEETING RAIL PVC VISION 1 11/16 2/23/2016
44 H-6193 UNI-FRAME 880 BALANCERS PVC VISION 1 13/16•�i • LUCAS A.TURNER,P.E.
45 H-2115 REINF HD FMR
ALUM KEYMARK 11 � 44 I 15/16"--j 39 A#RA 01A
46 S-6216 UNI-FRAMESILLPOCKET INSERT PVC VISION Fd
21/16" 1 21/8• 43 � �f'�(,4��5 1 TH JABARAIL3447 5-6217 UNI-FRAME SCREEN RETAINER PVC VISION � , I 01 3/16" 11 1 NORTH PORT,FL 34288
48 P-3783 LOCKS IMPACT STEEL INTERLOCK IL7S271/16• PH-94TION: 1574
3 9116' ❑ L 1116• SHEET DESCRIPTION:
49 P-3784 KEEPERS IMPACT STEEL INTERLOCK
PVC SILL POCKET INSERT REINF.HD FMR
u S-6216 PVC HD FMR H-2115 BOM AND EXTRUSIONS
II H-6157 6005A-T5
F�7" DRAWN BY: DATE:
5/e"�- -{ a ADE 08/09/14
PVC FRAME j— I 1116" DWG+: REV.:
H-6193 . 7/16" CWS-935 C
T_ —S—CA—LT SHEET
NOTE:ALL EXTRUSIONS ARE ALUM.6063-T6 UNLESS OTHERWISE NOTED. PVC SCREEN RETAINER 1:2 5 OF 7
S-6217
MIDPOINT @ WIDTHS OVER 37" WINDOW SYSTEMS
1900 SW 44TH AVE.
6"MAX.(TYP.) 4"MAX.(TYP.) ��--.I}8"MAX.O.C.(fYP.) OCALA,FLORIDA 34474
6"MAX(TYP.) SEE NOTE 2 4"MAX.(TYP.) I I SEE NOTE 2 W W W.CWS.CC
610 PVC
SINGLE HUNG
MAX O.C. NON-IMPACT
O 'TYP' O
,. 14 1/2" o,n n uj
I o o v
w w � }
INSTALLATION w w w m �. .
ANCHORS(TYP.) U Z
3"(TYP. J LL O
)
J
INSTALLATION.
uJi
ANCHORS(TYP.) ._ ,•o EL
wQ
.. LI j LJ % • ¢ Z O
ITI U m ¢ O
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) `,p:01618111°°°p
�, °
[NO SILL ANCHORS REQUIRED] ' � TG��ir
EW
. 5
No 58201
:9%" STATE OF :mow
NOTES: ,O
.............\O
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. X Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 2/23/2016
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.TURNER,P.E.
FL PE>x 58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.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, 34288
PH.941-380-1-1 574
SPECIFIED IN TABLE 1,SHEET 7.
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE-1X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"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 08/09/14
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG u: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-935 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) scAL ' SHEET
1:20 6 OF 7
U1239 Jabara Ave.
RNER R North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A.#29779
Evaluation Report 935C .
February 23,2016
Product Description: Series 610 Vinyl Single Hung Window,Non Impact
Manufacturer: Custom Window Systems,Inc. 1900 SW 44a'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 5a'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-935C, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3960-1A and NCTL-210-4004-09,from National Certified
Testing Laboratories;Orlando 'FL, and Test Report CWS-007-02-01,from PRI
Construction Materials Technologies,Tampa,FL,with testing performed:
AAMA/WDMA/CSA 101/I.S.2/A440-08/11
4) Supplemental Calculations to support CWS-935C, signed and sealed by Lucas A.Turner,
P.E.
Installation: Units must be installed according to approval document CWS-935C.
Limitations of Use: This product:'.
• May be used-up to product sizes with glass daylight sizes as shown in CWS-935C
• Achieves design pressures as,-shown in comparative analysis tables in CWS-935C
• Is non-impact and requires the.,use of shutters
• May not be used in the High Velocity Hurricane Zone
• Requires glass types as shown in CWS-935C
• Requires ATN PVC frames with current listing as AAMA 303 Certified Profile Licensee
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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'41DRE 4i
a 5 S +'�•
wk
No .5$201
Lucas A.Turner * .*
2016-02123' 2/23/2016
09:30-05:00 . STATE OF 4
Q , . Lucas A. Turner,P.E.
0...4 0 R,U.0-Nz- FL PE#58201