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IN USER:Public User L . kF
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at�r'et�a.�es
Product Approval Menu>Product or Application Search>Application List>Application Detail -
al =' FL# FL17355-R2
Application Type Revision
Code Version 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 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext291
jiathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Certification Mark or Usting
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
L Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
—-- ------Equivalence of Product Standards-
Certified By.
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr�_app,dti.aspx?param=wGEVXQwtDgsRyNwiNWDr... 8/10/2016
Florida Building Code Online Page 2 of 2
Date Submitted 06/10/2015
Date Validated 06/11/2015
Date Pending FBC Approval
Date Approved 06/16/2015
Summary of Products
FL# Model,Number or Name Description
17355.1'
HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO,Non-impact,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R2 C CAC CAR 138-1315,DO
Approved for use outside HVHZ:,Yes FL1735S R2.C CAC CAR 138-1316.odf
Impact Resistant.No -1334-odf
FL17355 RZ C CAC CAR 138
Design Pressure-N/A Quality Assurance Contract Expiration Date
Other:Max.sizes: 74"x 63"and 04"x 72".See Installation 10/16/2018
details for DPs.Glass complies with ASTM E1300-04. Installation Instructions
FL17355 R2 11 CWS-1031A(HS-620,XO).r)d
Verified By:Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R2 AE EvalReo CWS-1031A(HS-620,XO).Ddf
Created by Independent Third Party:Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX,Non-impact.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17355 R2 C CAC CAR 138-1341.od
Approved for use outside HVHZ:Yes FL17355 R2 C CAC CAR 138-1342.odf
Impact Resistant,No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2019
Other:Max.Size 111"x 63",XOX 113-1/3-1/3 and Installation Instructions
1/4-1/24/4.See installation details for DPs.Glass complies FL17355 R2 II CWS-1067(HS-620,XOX).Pdf
with ASTM E1300-04. Verified By: Lucas A.Turner PE-58201
QCreated by Independent Third Party:Yes
Evalluition Reports
FL1735S R2 AE EvalReo CWS-1067(HS-620,X0XI.pdf
J Created by Independent Third Party:Yes
17351 VS-620 Vlriyf Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX,Non-Impact.
Limits of Use Certification Agency Certificate
Approved for use in HV :No FL17355 R2 C CAC CAR 138-1328.od
Approved for use outsid HVHZ:Yes FL17355 R2 C.CAC CAR 138-1329,i)df
Impact Resistant!:No FL173S5 R2 C CAC CAR 138-1332.0
Design Pressure:N/A N/A FL17355 R2 C CAC CAR 138-1333,od
Max,11ILther- sizes: 74" 3"and 74"x 72".See Installation Quality Assurance Contract Expiration Date
Max
detal plies to ASTM E1300-04. 12/10/2018
Installation Instructions
FL17355 R2 II CWS-1059(HS-620,XX).od
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL17355 R2 AE EvalReo CWS-1059(HS-620,XX).r)df
Created by Independent Third Party:Yes
Baal F_-t
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone*850-487-182
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statemen :;Accessibility Statement Refund Statement
Under Florida law,emall 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,c6ntact-pie 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,effectivii.octobir 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emalls provided may be'usecia forofficial communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the bei�irfrriem 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 here.
Product Approval Accepts:
X OR E
Credit Card
Safe
https://www.floridabuilding.org/pr/Pr—ai)p—dtl.aspx?param--wGEVXQwtDqsRyNwiNViDr... 8/10/2016
GENERAL NOTES:
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOWSYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE.
EDITION. OCALA,FLORIDA 34474
2.GLAZING OPTIONS:(SEE SHEET 2) WW W.CWS.CC
75 1/4"FLANGE WIDTH
74'MAX.UNIT WIDTH 3.CONFIGURATIONS:"XX". 620 PVC
4.DESIGN PRESSURE RATING(SEE SHEET 2):
36" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
MAX.SASH WIDTH GLASS TABLES ASTM E-1300-04. NON-IMPACT
32 7176' -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
GLASS DLO INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
iii
5.ANCHORAGE:THE 33113%STRESS INCREASE HAS NOT BEEN USED ¢~
IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR o
731/4" B DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
FLANGE s WOOD ANCHOR CALCULATIONS.
HEIGHT - m
72" s 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
MAX. C C D SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ZO
HEIGHT 6 7.ALL FRAMES AND VENTS FULLY WELDED.
LLI
67 dT
/` ✓1 8.SERIES/MODEL DESIGNATION HS-620. OE
MASASTAND FOR FO OLL WINGHE - . 9.THE DESIGNATION X AND O THE U
X=OPERABLESASH W751/4'FLANGE WIDTH 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
74'MAX UNIT WIDTH O
Z
36' 11.EXTERNAL WEEP SLOT=5/16"x 2-1/8"LOCATED 4-112'FROM t,,��►ttu�pr����i
A MAX.SASH WIDTH BOTH ENDS. �� SDR.. T y��
6 321/16' CENg�G�Qti
GLASS DLO
A No 58201 ' P
Lucas A.Turner
64 1/4"
FLANGE 2015-04-27 �9 STATE OF .'U/�
HEIGHT -63" I 21:05-04:00 OT :��oR
�� .............. v�C
MAXUNIT HT B B �•iHEIGE��p
591!16' X x ; zZ-
SASH 4/27/2015
HEIGHT
55 LUCASFL PE#58 01 P.E.
GLASSSS 1239 JABARA AVE.
DLO
VI' NORTH PORT,FL 34288
PH.941-380-1574
A SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS MAX. UNIT 2011 MTG. RAIL DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE RATING IMPACT RATING EMK 04/22/15
DP CHARTS&GLAZING DETAIL........2 SIZE REINF. owca: REV.:
SECTION VIEWS..................................3 74"x 63" NO SEE COMPARATIVE ANALYSIS CWS-1059
EXTRUSIONS&B.O.M.........................4 74"x 72" YES CHARTS, SHEET 2 NONE SCALE: SHEET
ANCHOR SCHEDULE&NOTES..........5
INSTALLATION DETAIL.......................6 1:25 1 OF 6
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"XIX"WITH GLASS TYPES A,B,C,OR DjJ(�}}�//((}}}}
Unit Unit Height
Width 351!2 391/2 431/2 47112 511/2 55112 591/2 63 VVIh1OOlM SYSTEMS tty/1
391/2 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +60/-75 +50/-75 1900 SW 44TH AVE.
43 172 +501-75 +501-75 +501-75 +50/-75 +50/-75 +50!-75 +5tl I-75 +50!-72.6 OCALA,FLORIDA 34474
OVERALL 718'OVERALL WWW,CWS.CC
47112 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +50!-70.2 +501-66.5
51 1/2 +50/-75 +50/-75 +50/-75 +501-75 +501-76 +501-74 +50/-67.5 +50/-62.1 1/8"ANNEALED 1/8"TEMPERED
551/2 +50/-75 +501-75 +501-75 _+50/-75 +501-75 +50/-71.3 -75-0/ 65 +50/-6M4 9156"AIRSPACE 9/16'AIRSPACE 620 PVC
59 1/2 +501-75 +56-/-75 +501-75 +50/-75 +50/-75 +50/-68.1 +50/-62 +50/-57.5
631/2 +50/-67.9 +50!-67.9 +50/-67.9 +501-6Z9 +501-67.9 +501-65.4 +50/-59.4 +50/.55 1/8'ANNEALED 1/8"TEMPERED HIDRIZ,SLIDER
171/2 +501.60.1 +50/-60.1 +501 X0.1 +50/-60,1 +50/-60,1 +50/-60.1 +50!37.2 +50/-52.9 SIKAFLEX 552 OR FiT_ SIKAFLEX 552 OR IVCD-IMPACT
711/2 +50/-53.6 +50'.
-53.6 +501.53,6 +50 J-53.6 +501-53,6 +501-53.6 +50 t-53.6 +50!-51 38 PURFECT GLAZE"H" 36 PURFECT GLAZE"H'
74 +55!-50.1 +50/-50" +50!-5tl +50!-50 +50 I-50 I +50/-Stl I +5U-50-50 +50/-50
518°GLASS BITE 5!8"GLASS BITE
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT'"X/X"WITH GLASS TYPES A,B,C,OR D I Q
Unit Unit Height -- {
• Width-, 351/2 391/2 431/2 47112 51 1/2 551/2 59 112 63 ro
391/2 +50/.75 +50/-75 +50 J.-75 +50/-75 +501-75 +50/-75 --75-0/ 75 +501-70.6
431/2 +501-75 +50/-75 +501-75 +50/-75 --750-/ 75- +50/-75 +501-70.1 +50/-65.4 O
471/2 +50/-75 .+50/-75 +50 F-75 +50/-75 +50/-76 +50/-71.5 +50/-65.5 +50/-61 U1
51 1/2 +501-75 +50/,75 +501 75 +50/-75 +501-74.5 +551 67.5 +50 J'61.7. -+50/-57.4 i j:...
LG
:'55 1/2 +50/-75 ,+6,01.75" ,+501-75 +50/-75 +50/-71 +50/-64.1 - +50 ks�8.5 +501=54.4 1 O �.
. ci)
.59�V2 +50/-69.6 . .+501"`69 6 -:+501-69.6 +501.69.6 +50T-68 +50 t-61.3 +50d-55.8 +501-51.8 a
63'1!2
+50/-6. +51)P-61.1 .+50 J-61.1 +50/-61.1 +50.1761A +50/-58.9 +501-53.5 +49,5/.49.5
.671/2 +50/-54.1, +50!-54.1 +501-54.1 +50/-54.1 +50/-54.1 +501-54.1 +501-51.5 +4?.6!-47.6 GLASS TYPE A GLASS TYPE B .
w
' 71 1(2 +48.2!-4!3.2 +48.2!-48.2 +48.2(-08.2 +48.2 7-482 +48.2 t-48.2 +48.21 X6.2 +48.21-48.2 +45,9!-45.9 � �� �
In
74 +45.11-45.1 +45/-45 + /-45 +45/-45 +45/-45 +45/-45 +45/-45 +45/-45 718'OVERALL -718"OVERALL .:
--3/16"ANNEALED --3/16'TEMPERED Z
FLANGE WINDOW WITH 2011 MTG RAIL REINF.DESIGN PRESSURES FOR EQUAL SPLIT"X/X"WITH GLASS TYPES C OR D ! 7116'AIRSPACE 7116'AIRSPACE %%* VypREri!rfrrrr
Unit Height 3/16"ANNEALED 3116"TEMPERED `y�����ppS.,w.CENS�;y�Qr''ir�
Width 35 1!2 39 112 431/2 471!2 511/2 5,91/2 591/2 63112 671/2 72 SIKAFL£X 552 OR SIKAFLEX 552 OR Ju 0 •��
39112 +551-75 +50/-75 +50!-75 +501-75 +50/-75 750/-75 +501-75 _75-0/ 75 +50/-75 +501-72.6 36 PURFECT GLAZE"H" 36 PURFECT GLAZE"H" �' No 58201 .,'P
431/2 +50/-75 +50/-75 +50/-75 +50/-7S -T5-0175 +50/-75 +501-75 +50/-75 +501-72.3 +501.67.0
471/2 +501-75 +501-75 +501.75 +501-75 +501-75 +50/-75 +501-75 +50/-72.7 +50/-67.4 +501-624 518"GLASS BITE 518"GLASS BITE '90 STATE O F S�tu�
511/2 +50/-75 +50/-75. +50/.75 +50/-75 +50/-75 +50_/ 75 +50/-74.2 +50/-68.3 +50/-63.3 +501-58.5 ,
55 112 +50/-75 +501-75 +50/-75 +50/-7$ +50_/ 75 +501-75 +50/-70.4 +50 l-64.T .60/-59.9 +501.55.2
591/2 +501-69.6 +50/-69.6 +501.69.6 +501.69.6 +501.69.6 +50!-69.6 +501-67.1 +501-61.6 +50/-56.9 +50!-52.4
63112 +50/-61.1 +90/-61.1 +50/-61.1 +50/61.1 +50/.61.1 +50/-61.1 +501-61.1 +50/-56.9 +50/-54.3 +501-50.0 ter r rr reU
67 112 +50/-54.5 +501-54.i +5p!-54.1 +501-54.t +501-54.1 +SO t-54.1 +501-54,1 +501-54.1 +50/-52.1 +47.91-47.9 „
71 1/2 +48.2!-48.2+48.2/-48.2+48.21.48.2+48.2/X8.2+48.2!-48.2+40.21-48.2+48.2/-48.2+48.2/-48.2+48.2/-48.2 +46/-46.0 4!27/2015
74 +45.17.45.5 +45!-45 +45/45 +45/.45 +451.45 +45!-45 +45/-45 +45/-45 +45/-45 +451-45
LUCAS A.TURNER,P.E.
FIN WINDOW WITH 2011 MTG RAIL RONF.DESIGN PRESSURES FOR EQUAL SPLIT")JX"WITH GLASS TYPES C ORD -JEFL PE#58201
Unit Unit Height 1239 JABARA AVE,
NORTH PORT,FL 34288
_.._.._....
Width 351/2 391/2 431/2 1 471/2 511/2 551/2 591/2 631!2 671/2 72 GLASS TYPE C GLASS TYPE D PH.941-380-1574
391/2 +501-75 +50/-76 +501.75 +50/-75 +50/-75 +501-75 +50/-75 +50/-74.8 +50/-69.6 +50/-64,5 SHEET DESCRIPTION:
431!2 +541-75 +501-76 +50/-75 +507 7-5 +50/-75 +50/-75 +50/-74.9 +50!-692 +501DESIGN PRESSURE
471/2-
+501-59.6 CHARTS AND GLAZING
47 1/2- +50/-75 +50/-75 +50/-75 +90-/ 75 +50/-75 +50/-75 +50/-70.0 +50/.64.6 +50/-59.9 +50/-55.4 DETAILS
51 112 +50/-75 +50/-75. +50/-75 +50/-76 +50/-75 +50/-72.1 +501.66.0 +50/-60.7 +50/-56.3 +501-52.0 DRAWN Sr. DATE:
551/2 +50/-71.1 +50/-71,1 +50/-71.1 +50/-71,1 +50/-71.1 +50/-68.5 +50/-62.5 +501-57.5 +50/-53.2 +49.1/.49,1 EMK 04(22/15
59112 +50/-61.91+50/-61.9 +50/-61.9 +501-61.9 +50/-61.9 +501-65.9 +501-59.6 +50/,54.7 +50/-50.6 +46.6/-46.6
631/2 +501-54.31+50/-54.3 +50!-54.3 +50!-54.3 +50/-54.3 +50/-54.3 +50(-54.3 1 +601-52.4 +48.3!-48.3+44.4!-44.4
OTvc a: - --
671/2
/ 4 .1+28.1 1!X +48.1/ 48.1+48.1 1-0 +48.1/ 48.1+48.1/-48.1 +48.1-1-48.11+48.1/ 48.1+46.3/ 46.3+42.6/.42.9 NOTE: CWS-1059 -
'.1174
.8+42.8t-42.8+42.2 -48SCALE:
711/2 . . . . . 224 . + . - , + . -45.9 SHEET
74 +40.1 •40.1 +40/-40 +40 -40 1 +401-00 +401-40 -:T4-0/ 40 +40/-40 +40/-40 -74-0/ 40 +40 -40 IF SIZE INTENDED IS NOT SHOWN,USE NEXT LARGER SIZE. 1:1 2 OF 6
WTERiOR WINDOW SYSTEMS
1900 SW 44TH AVE.
1 18 23 11 6 3 2 7 13 3 11 16 OCALA,FLORIDA 34474
W W W.CWS.CC
620 PVC
HORIZ' SLIDER
NON-IMPACT
n tr
14 o w
9
' ��❑ � !Savo
0 30
p .. }
III co .
1
9 z
r1 z
3 O
325)
. .4. q .g ,.19 31 5 6 ..34 3 6 26 1 23 - Z W .
33
D D SECTION VIEW B B air
a
• n
' 3 38 39 p
z
INTERIOR c� ,�y�►tip�,FIOREW rl+i+rr
.JO}�?.yy O E N S GR�✓y6
*�v: No 58201 ,71
4r � :']SO� STATE OF :4r�
3 4 '•r�i4{O fl l a �\��
3 +rr+tS�dfYA„����+*�
11 9 u oXz
1 1
SECTION VIEW C-C 4/27/2015
MTG RAIL REINFORCEMENT(2011)REQUIRED LUCAS A.TURNER,P.E.
p�❑ ��❑ ON UNIT HEIGHTS ABOVE 63” FLPE#RA58201
AVE.123939 JABARA A
1 NORTH PORT,FL 34288
PH.941-380-1574
0 SHEET ESCRIPTM:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: ATE:
ALTERNATE FIN FRAME EIVIK 04/22/15
DWGN:
ITEMS NOT SHOWN FOR CLARITY: CWS-1059
7-8,10,12,15-16&21 S ALE: SHEET
1:2 3OF6
PARTS LIST CORNER CONSTRUCTION �/�/ �J///J]�(((���j/J�j) 'L/��
ITEM PART DESCRIPTION MATERIAL VENDOR 4 V8" C'(ri�0.Y(YlV/ p l�( Jl
1 H-6127 MAIN FRAME PVC ATN LTJ
2 H3135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN 1900 SW
SYS VE.
3 H-6139 SASH DRAW RAIL PVC ATN �-0j OCA A, LTH AVE.
4 H-6140 SASHTOP/BTM RAIL PVC ATN 11/2 WWW. FLORIDA 34474
5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN WWW.CWS.CC
6 P-3028 SETTING BLOCK,1/8"x 718"x 2" FRANK LOWE 4 5
7 P-3029 SCREEN LIFT TABS STEEL SUMMIT ,ns" 620 PVC
4 118• 1 15/16' CORNER WELD
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN ALL SIDES
9 P-3218 SCREEN FRAME ALUM FLA SCREEN G� 0 1/16' 1:8 HORIZ.SLIDER
10 P3228 SCREEN SPLINE DAPA L NON-IMPACT
11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY °
12 P-3511 #8-18 x 0.625"PN PH TEK#2 POIN I ZP STEEL FASTENAL 4•-1"
13 P-3783 IMPACT SASH LOCK INTERLOCK w
14 P-3784 KEEPER INTERLOCK PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 0
15 P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL
16 P-4754 SCREEN CORNER KEY NYLON FLA SCREEN
17 P-5420 WEEP COVER ASSY NYLON ASHLAND m
.18 P-5421 0.625"HOLE PLUG NYLON HEYCO z
19 P-5423 #8-18 x 0.500"PN PH TEK#2 POINTZP STEEL FASTENAL F^1 1,/1s" �21/e' Z
.050' � 0
720 P-5428 ROLLER ASSY AMESBURY D
23' P-5436 JAMB BUMPER RUBBER MINOR RUBBER 6 1 ,s ZO
7/16'. � 5/
24- P-5441: L BLOCK NYLON - 1/1 /16' W
ALUM ASCEND : ,.,sns" 7 1,sns:.�, r3/ts' 8 i51is' a
26' S-2004 REINR,SIDE RAIL - {
-27 S-2005 REINF:,MEETING RAIL,INT.PANEL 'ALUM ASCEND 2 3
28 $-2029 INTERLOCK ADAPTOR ALUM ASCEND w
29••-S-2030 ROLLER TRACK ALUM ASCEND a
30 S-2030 ANTI-LIFT FILLER ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141, 0
31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK Z
32 S-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND
33 S-6141 0.875"GLAZING BEAD PVC ATN � PNDRE4y
34 GLASS SEE SHEET 2 11/16" 1116" 15116"-I5/16'� 5/16'-{ 'ti��GPG:•��GENgFGQti��
35 DOW CORNING 1199 SILICONE
36 PURFECT GLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA j�.• No 582D1 .��
37 S-2011 REINF.,EXTERNAL ALUM ASCEND 1 5/16 31 ,1/16 3 1 Ep
1.1/16"
38 P-3515 #8 x
_,,,EXTERNA
FLAT WHITE SMS STEEL FASTENAL v
1/16" �9 STATE OF . j
39 P-5400 COVER,EXT.REINF. PVC TEAM PLASTICS •093 1/,6' '�O,c.,A, P;���
LINE ITEMS NOT USED: ALUM REINF.-5-2004
ALUM REINF.-S-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 �O R 10.✓G�:�
�4.+SfO�jA;�N•O
21-22.25
5IB' 1 9/16' 3/g•�---I 7/16' z�
T3 39 4/27/2015
1/16" 9 30 7/B' 1' 1/16" LUCAS A.TURNER,P.E.
L L FL PE#58201
PVC COVER-P-5400 1239 JABARA AVE.
ALUM ROLLER TRACK-S-2030 ALUM EXT.REINF.-S-2011 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DRAWN BY: DATE:
EMK 04/22/15
DWG#: -RE .:
CWS-1059 -
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 6
I
WINDOW SYSTEMS
1900 SW 44TH AVE.
ANCHOR AT MIDSPAN 8-MAX O.C.(TYP.) OCALA,FLORIDA 34474
W W W.CW S.CC
FOR UNIT HEIGHTS OVER 63'(TYP.) 3-(TYP.) 4-MAX.(TYP.) 3'THRU FRAME ANCHOR(TYP.)
6-MAX.(TYP.) P;6-(TYP.) SEE NOTE 2 4"MAX.(TYP.)
6'MAX.(TYP.) 620 PVCs
SEE NOTE HORIZ.SLIDER
INSTALLATION T1oN NON-IMPACT
_E�
ANCHOR(TYP.) INSTALLATION
16 1/4" ANCHOR(TYP.)
MAX.O.C. � ��
(TYP.) 8.
.. I MAX.D.C. - ui
l___ (TYP,) Q
X X X X
- f0
Z
O '
U)
W
- - - "
O_.W
EL
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) Z
Trt
NOTE THRU FRAME ANCHORS @ MTG RAIL
-
��,;)`,tNtUf fl
DREW TG4
G B/V
58201
%ro: ae
ST TE of
=o'.
NOTES: 10 p'�t
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ����
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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE r1
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. �L
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015
LUCAS A.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 CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#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 6.
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. EMK 04/22/15
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DwG#: R v.:
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-1059 -
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 5OF6
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS
1/4"MAX.SHIM SEE TABLE 1 WINDOW SYSTEPIS
MIN.EDGE DIST. MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 �" SEE TABLE 1 BY OTHERS OCA A, 44TH AVE.
1/4"MAX.SHIM WWW.SEE TABLE 1 FLORIDA 34474
W W W.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT —
INSTALLATION ANCHORVIA t+
PERIMETER SEALANT SEE TABLE 1 _ �❑ 620 PVC
BY INSTALLER SEE TABLE 1
INSIDEAND OUT - _ HORIZ.SLIDER
d oe
SEE TABLEDMENT NON-IMPACT
SEALANT BEHIND Do
FLANGE BY INSTALLER 114'MAX.SHIM .-
Qoo PERIMETER SEALANT
PERIMETER SEALANT r]Oee BY INSTALLER
BY NSTALLER u INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR T
SEALANT BEHIND SEE TABLE 1 m
•FLANGE BY INSTALLER SEALANT BEHIND to
FIN BY INSTALLER Z
INSTALLATION ANCHOR
SEE TABLE 1 / c HORIZONTAL SECTION - C HORIZONTAL SECTION
6 - Ln
TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z I j
CC—
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
N
(AS SHOWIN DET.A/6)REgD AT MTG RAIL, U
a SSE SHEET 5.ANCHOR LAYOUT.. w
o
O
SEALANT BEHIND 1/4"MAX SHIM Z
FLANGE BY INSTALLER I� 0 tttats�D`RE W
�G
PERIMETER SEALANT o MIN.EMBEDMENT tSPNCEN"°'T(����i�
BY INSTALLER SEE TABLE 1 `JQ';•y\ SS.'Py���
INSIDE AND OUT ` Na 58201 "
SUBSTRATE BY OTHERS MIN.EDGE DIST. 13 STATE OF 1411
SEE TABLE 1 SEE TABLE 1 `
SEALANT UNDER SCREW A VERTICAL SECTION +��� Q R%0 P ON`s,,
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE ,4 s70 '�1at�
pprrNA�aatp
Do r
TABLE 1:APPROVED INSTALLATION FASTENERS 1110 "4/27/2015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"TTW TAPCON 1" 1-118" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT � PH.941-380-1574 Dl HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE HOLLOW or GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4° 2-1/2" 6 BOX FRAME INSTALLATION
3/16"ITW TAPCON SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318' 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318" 7/8° FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT]KWIK-FLEX OR ITW FULLTHREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" EMK 04/22/15
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED o o a: WE—V.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-1059 -
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1:2 6OF6
URNER123 9 Jabara Ave.
North Port,FL 34288
ENGINEERING& Ph:941-380-1574
TCONSULTING, INC. FBPE C.O.A.#29779
Evaluation Report—CWS-1059
April 27,2015
Product Description: Series 620 Vinyl Horizontal Slider Window,XX,Non Impact
Manufacturer: Custom Window Systems,Inc. 1900 SW 44h Ave, Ocala,FL 34474
Statement of Compliance: This repo'rt evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 b20-3.005 (4). This product complies with the
requirements of the 5`h 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-1059, 'signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3980-03 and-04,from National Certified Testing Laboratories,
Orlando,FL,with testing performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-1059,signed and sealed by Lucas A. Turner,
P.E.
Installation: Uniis'm' ustbe installed according to approval document CWS-1059.
Limitations of Use: This product:
• May be used in product sizes with glass daylight sizes as shown in CWS-1059
• Achieves design pressures as shown wn-in.comparative analysis tables in CWS-1059
• Is non-impact and requires the use of shutters in windbome debris regions
• May'not be used in the High Velocity Hurricane Zone
• Requires glass types as shown'in CWS-1059
• 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 beingissued. 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.
EU
ji
0,
Ze* ,V
No 58201 _P 1%
:-P,% STA-rF- OF I iU 4/27/2015
per'.*�';•'� � P.; #;`4 Lucas A.Turner,P.E.
FL PE#58201
Lucas A. Turner
2015-04-27
21:05-04:00