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Product Aporoval Menu > Product or Application Search > application List > Application Detail
FL # 6L17356-R4
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 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)366-6922 Ext 291
jlathrop@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
=Hon,,ntalSlder
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
3 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
PE-58201
Keystone Certifications, Inc.
10/16/2021
Steven M. Urich, PE
J Validation Checklist - Hardcopy Received
FL17355 R4 COI EvalReoort1059. lrdf
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
ASTM E1300-04
Year
2008
2004
Sections from the Code
hfps:IAvww.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgsRyNwiNWDrYa/o2btGx8TDFNwhjXp/o2fOfj'3JcFdgDVIgL8sBQg%3dp/3d 1/2
11/26/2019
Florida Building Code Online
C
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
01/24/2019
02/07/2019
02/08/2019
04/16/2019
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
Installation Instructions
Approved for use in HVHZ: No
FL17355 R4 II CWS-1031A (HS-620,_M) R9
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
FL17355 R4 AE EvalReooft1031A.pdf
details for DPs. Glass complies with ASTM E3300-04.
Created by Independent Third Party: Yes
17355.2
HS-620 Vinyl Horizontal Slider XOX
KS-620 Vinyl Horizontal Slider, XOX, Nan -impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17355 R4 II CWS-1067 (yS§2.0, XOX).Qf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Max. size 111" x 63". XOX 1/3-1/3-1/3 and 1/4-1/2-
FL17355 R4 AE EvalReport1067.odf
1/4. See installation details for DPs. Glass complies with ASTM
Created by Independent Third Party: Yes
E1300-04.
17355.3
HS-620 Vinyl Horizontal Slider XX
HS-620 Vinyl Horizontal Slider, XX, Non -Impact.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17355 R4 II CWS-1059 (H5-620 _W,pdf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner PE-58201
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Max. sizes: 74" x 63" and 74" x 72". See installation
FL17355 R4 AE EvalReDDrt1059.0df
detail for DPs. Glass complies to ASTM E1300-04.
Created by Independent Third Party: Yes
Back Nezt
Contact Us:: 2601 61af Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Flonda is an AA/EEO employer. Qopydebt 2007-2013 state of Ronda.:: Privacy Statement :: Accessi Wbr Statement :: Refund Statement
Under Monte 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 Deparbment with an email address if they have one. The emails
provided may he 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 if you are a licensee under Chapter 455, F.S., please dirk btu•
Product Approval Accepts:
®� ®®-- m
Credit Card
Safe
hftps:/twww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsRyNwiNWDrYa/o2btGx8TDFNwhjX%2fOrj3JcFdgD\(IgL8sBQg%3d%3d 2/2
73
FL
HE
HORIZONTAL SLIDER - NON -IMPACT
]5 1/4' FLANGE WIDTH
]4' MAX UNIT WIDTH
36'
CLASS
WIOTH�
32 1116'
GLASS OLO
14-
NGE
GH
MAX,MA
UNIT
HEIGHT
67 718
MAX.
SASH
HEIGHT
691/16•
GLASS
DLV
C
X
C
X
TABLE OF CONTENTS
GENERAL NOTES S ELEVATIONS.....I
DP CHARTS 8 GLAZING DETAIL ........ 2
SECTION VIEWS..................................3
EXTRUSIONS S B.O.M.........................4
ANCHOR SCHEDULE 8 NOTES .......... 5
INSTALLATION DETAIL.......................6
64
FL
HE
v
]51/4' FIANGE
74' MAX. UNR
F
6'HWIDTH
/1[FrS DLO
1/4'
kNG
IGHr
63.
MAXuw
B
HEIGHT
59 1116-
X
MAX
SASH
HEIGHT
551116
GLOBS
DLO
A - 1
GENERAL NOTES
ry
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
VS/Ut 2go
WINDOW
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
SYSTEMS
EDITION.
1900 44TH AVE.
OCALA. FLORIDA
OWw.
2. GLAZING OPTIONS: (SEE SHEET 2)
WS.cCA39479
W W W.CWS.CC
3. CONFIGURATIONS:'XX'.
620 PVC
4. DESIGN PRESSURE RATING (SEE SHEET 2):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
HORIZ. SLIDER
GLASS TABLES ASTM E-1300-04.
NON -IMPACT
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
5. ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR CE=1.6 WAS USED FOR
WOOD ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED.
B. SERIES 7 MODEL DESIGNATION HS-620.
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOW ING:
X= OPERABLE SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
11. EXTERNAL W EEP SLOT= 5/16' x 2-VS' LOCATED 4-V2' FROM
BOTH ENDS.
MAX. UNIT
2011 MTG. RAIL
SIZE
REINF.
DESIGN PRESSURE RATING
IMPACT RATING
74" x 63"
NO
NO
SEE COMPARATIVE ANALYSIS
CHARTS, SHEET 2
NONE
74" x 72"
Lucas A. Turner
2015-04-27
21:05-04:00
No 58201
STATE OF
zz
4/27/2015
LUCAS A. TURNER, Y.E.
FL PE IT 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 94"80-1574
GENERAL NOTES AND
ELEVATIONS
EMK 04/22/15
W6Tiv ---
CWS-1059
cote; SHEET
1:25 10F0
FLANGE WINDOW DESIGN PRESSURES FOR EQUAL SPLIT"X/X" WITH GLASS TYPES A, B, C, OR D
Unit 1 Unit Height
Width 35 112 1 39 112 1 43 1/2 1 47 112 1 51 112 1 55 1/2 1 59 112 1 63
FIN WINDOW DESIGN PRESSURES FOR EQUAL SPLIT "X/X" WITH GLASS TYPES A[B)C, OR D
Unit Unit Height
Width 35112 39112 43112 471/2 1 51 1/2 1 551/2 1 59112 63
FLANGE WINDOW WITH 2O11 MTG RAIL HEMP. DESIGN PRESSURES FOR EQUAL SPLIT"XIX" WITH C
Unit I Unit Height
Width 35 112 1 39 112 1 43112 1 471/2 1 51 112 1 55 1/2 1 59 1/2 1 63 1/2
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
7/9. OVERALL
7/B' OVERALL
WWW.CWS.CC
1/tl' ANNEALED
1IB' TEMPERED
----
&16' AIRSPACE
&1B' AIRSPACE
620 PVC
Ile -ANNEX D
—I8' TEMPERED
HORIZ. SLIDER
PURFECT GLAZE"H•
E%5520R
36 PURFECTGIAZE'H'
NON -IMPACT
�IINOT�I
ICI
&�SS BITE
&B'GLASS BITE
1
765 GLASS TYPE GLASS TVPEB hl
w
5 S ]/e' OVERALL 7/8' OVERALL
&16' ANNEALED &18' TEMPERED Z
ID ]/16' AIRSPACE ]l16' ARSPACE lACREtV &16'ANNEALED—YI6'TEMPERED � 5 N....... $INAFLE%5520ft SIKAFLE%5520R�.4,36PURFECTGLAZE'H' 36 PURFECT GLAZE'K' :v�' No 58201 :P1'la 9tl' 0 ISS BITE &e' GLASS 617E %9? STATE OF
FIN WINDOW WITH 2O11 MTG RAIL REINF. DESIGN PRESSURES FOR EQUAL SPLIT "%/X" WITH GLASS TYPES C OR D IJ I C
UUnit Unit Height
351/2 39112 431/2 47112 511/2 551/2 59 V2 631/2 67112 72 GLASS TYPE CGLAM
GLASS TYPE D
NOTE:
IF S1ZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
fy sLf \
_ 4/27/2015 _
LUCAS A. TURNER, P.E.
FL PE RAA
58201
12JAgBARA AVE.
NORTH
JA PORT, FL 34268
PH, 941-3604574
HEET MCWH ON:
DESIGN PRESSURE
CHARTS AND GLAZING
DETAILS
NFWN BV: DATE•,
EMK 04/22/15
wGJ--aEv.:
CW S-1059
c"TE: SHEET
20F6
i
INTERIOfl
WINDOW SYSTEMS
1900 SW 44TH AVE.
1 t9 It 3
2 13
16
OCALA. FLORIDA 34474
WWW.CWS.CC
HORIZ. SLIDER
NON -IMPACT
IT14
za
33 9 6 1 J
Z W
>4
4 D D
SECTION VIEW B-B
a
3
U
N
W
p
O
83
Z
INTERIOR
`�
4p4.', yNDENgF GR�'�
,,
3J
y90: STATE OF :�W
4�OP�O,P..p�
4
�44jS,.�1� �44�
f1t�
O
t
4/27/2015
9
SECTION VIEW C-C
MTG RAIL REINFORCEMENT (2011) REQUIRED
LUCAS A. TURNER, H,t.
ON UNIT HEIGHTS ABOVE fi3°
FL PE #
❑
JA
12JABARA RA AVE.A
NORTH PORT, FL 4286
P
—
P
PH. 941.380-1-1574
o
A
I
SHEET OESCNIpTION:
0
0
SECTION VIEWS
SECTION VIEW A -A
OMWN BY: DATE:
ALTERNATE FIN FRAME
EMK
04/22/15
oWCT#-pEv:.
ITEMS NOT SHOWNFOR CLARITY:
CWS-1059
-
7-8, 10, 12, 15-16 S 21
6CALE:
SHEET
12
30F6
4
4 1I8'—
�� 2'
4 5
6"
118, 11y16'
P 0 � 1n6-
0
1
L,•
PVC MAIN FRAME - H-6127
PVC TOP/BTM RAIL - H-6140
CORNER CONSTRUCTION ACORNERWELD
ALL SIDES
1:8
j^111/16' I�-21I8'
I 050'
lW16' jam- 5116'
1I16' 1I16'
11y16' , tyt6' l y16'_
I 2 I D 3 �l
PVC INTERLOCK RAIL -H-6135 JII PVC DRAW RAIL -6139 ALUM INTERLOCK - S-2029 PVC GLAZING BEAD -S 6141
GLASS
SEE SHEET 2
16'
1/16-
�,
y16'-{
I F. I y16• y
DOWCORNING 1199
SILICONE
PURFECTGLAZE 'H', 51KAFLEX552
SILICONE
I HENKEL/SIKA
E-2011
P-3515
REWF., EXTERNAL
5/8' WHITE EMS
ALUM
STEEL
ASCEND
FASTENAL
1 fills'
31
11/1s•
, 1/16•
„I16-
#8 X PH FLAT
J��J
P-5400
COVER, EXT. REINF.
PVC
TEAM PLASTICS
.093'
`
,/,6'
ITEMS NOT USED:
ALUM REINF. - S-2043
ALUM REINF.-S-2044
ALUM REINF.-S-2005
25 -
ALUM REINF. - S-2004
y8' 19116'
y8•
U
39
1/1fi'
930
]/6'
ALUM ROLLER TRACK -5-2030 ALUM EXT. REINF. - S-2011 PVC COVER -P-5400
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
WINDOW SYSTEMS k�_2J
1900 SW 44TH AVE.
OCALA, FLORIDA 3074
W W W.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
No 58201 `{P
i fiC
STATE OF
z7
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
HEET OfiSORIPTION:
FAWN BY: DATE:
EMK 04/22/15
WOO: REV.:
CWS-1059
CALE, SHEET
12 4OF6
S
ANCHOR AT MIDSPAN
FOR UNIT HEIGHTS OVER 63' (TYP.) -.i 3' (TYP.)
6. MAX.(TYPJ--(�-y �6'(TYP.) SEE NOTE
ti' MAX. frrPJ�
161/4'
MAX. O.C.
(TYP.)
L
F
X
ANCHOR LAYOUT-IFLANGEI
INSTALLATION
ANCHOR (TYP.)
W MAXI
4' MAX.
4' MAX.
ANCHOR LAYOUT - (FIN)
NOTE THRU FRAME ANCHORS @ MTG RAIL
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
No 58201
NOTES: 'W STATE OF : W:
So 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 11
'..'.�2 . R 1�P �����
,�SyN.AL�NC,�,
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 114 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. 7:1-
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6. 4/27/2015
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.
BE PROTECTED TO PREVENT REACTION. FL PE # 58201
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, FL 34208
SPECIFIED IN TABLE 1, SHEET 6. PH, 941-380-1574
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 - 7X BUCKS ARE SR€eTDESCTvTvTION� ---"-
OPTIONAL. ANCHOR SCHEDULE ANI
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1°FOR W000 AND METAL. DM.NNOTES
er DA12T--
B.WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALLBE PROPERLY DESIGNED BYTHE ARCHITECTOR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADSTOTHE 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, DW0__ qEV'---'-
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
FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOXWINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 6Cn`C SHEET
120 50F6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT
SEE TABLE
BY INSTALMF
INSIDE AND OUT
SEALANT BEHIND
1
FLANGE BY INSTALLEF
1 7
`114' MAX. SHIM
INSTALLATION
SEE TABLE 1
SEALANT BEHIND FLANGE BY INS ALLER—\ II I 1/4' MAX. BRIM
0
SUBSTRATE BY OTHERS
SEE TABLE 1
SEAIANT UNDER SCREW
HEAD BY INSTALLER
MIN. EMBEDMENT
SEE TABLE 1
1/4' MAX. SHIM
—
TABLE I: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
&16' NW TAPCON
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/1 IF fIW TAPCON
FLANGE
CONCRETE (2.85 KSI MIN.)
W16' ELCO ULTRACON
1'
1'
FLANGE
HOLLOW or GROUT -FILLED CMU (ASTM C-90)
3'16° ELCO ULTRAGON
1-1W
2-11X
FLANGE
2X MIN. SOUTHERN PINE (G=0.55)
W16' T W TAPCON
OR ELCO ULTRACON
1-3/8'
718"
FLANGE
2X MIN. SOUTHERN PNE (G=0.55)
#10 WOOD SCREW
1-318-
718"
FLANGE
16 GAUGE(0.060°) MN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KW9(-FLEX OR TINY
SELF -DRILLING SCREW
FULLTHREAD
THRU 0.060'
7/16'
FLANGE
1/6' ALUM. (6063-T5 MN.) OR
1/B' STEEL(33 KSI MIN.)
#10 E 5 SELF- AP
DR W
FULL THREAD
THRU0.125'
7/16°
FIN
2X MIN. SOUTHERN FINE (G=0.55)
#10 W000 SCREW
1-1/2°
1/2"
SEE TABLE 1
MIN, EDGE DIST.
SEE TABLE I
MIN. EDGE DIST. SUBSTRATE
BE TABLE I BY OTHERS
1l4'MAX. BRIM I SEE TABLE HERS
MIN.
BYINSTALLEfl
LL=== INSIDE AND OUT
INSIDE AND OUT
INSTALLATION ANCHOR
IANT BEHIND
F BYINSTALLER
BEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
%C1 HORIZONTALSECTION
iAGE
�� TYPICALFINANCHCHAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
NOTE: ADDITIONAL THRU-FRAME ANCHORS
(AS SHOWN IN BET. A6) REOD AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT.
WINDOW 1YT-111 LlY
19005W 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
620 PVC
HORIZ. SLIDER
NON -IMPACT
No 58201
f
STATE OF
y� I
i
i
4/27/2015
LUCAS A. TURNER, P.E.
FL PE # 56201
PERIMETER SEALANT
1239 JASARA AVE.
BY INSTALLER
NORTH PORT, FL 34288
INSIDE AND OUT
C0� HORIZOTAL SECTION
6 BO%FRAME INSTALLATION
PH. 941-380-1574
SHEET DESCRIPTION:
SIMILARNFOR SILL AND JAMBS FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
o6AwNBv:
oaTE:
EMK
04/22/15
-MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
uw0e:
REN.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
- PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
CWS-1059
-
BCALE:
SHEET
1:2
60F6