HomeMy WebLinkAboutProduct Approval (9) 5LI PI Doc�,RS
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Product Approval Menu>Product or Application Search>Application Lis k>Application Detail
FL# FL10272-115
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 Ext255
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 ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O 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 02/27/2025
Validated By Steven M. Urich, PE
26 Validation Checklist- Hardcopy Received
Certificate of Independence FL10272 R5 COI EvalRep CWS-252G (SGD-8920, PXXXX, IMPACT).pdf
Referenced Standard and Year(of Standard) Standard Yea
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E 1300-04
ASTM E1886-02 FILE C 2
_ 2 2 ASTM E1996 02 0
PA TAS 201/202/203 1994
Equivalence of Product Standards
.. r✓.
'-Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/27/2015
Date Validated 03/01/2015
Date Pending FBC Approval 03/04/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
10272.1 SGD-8920"PXXXX" SGD-8920"PXXXX", 16'x 8', By Pass, and Pocket Sliding
Glass Door, +/-67.5 DP, IMPACT
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10272 R5 II CWS-252G(SGD-8920, PXXXX. IMPACT)pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Max. 3'x 6'8"nominal Pnl. with PVB interlayer, Max. FL10272 R5 AE DuPont PVB NOA 13-0129 27.Ddf
4'x 8'nominal Pni. with SGP interlayer. Large Missile, 192"x FL10272 R5 AE DuPont SGP NOA 11-0624 02.odf
96", +/- 67.5 psf, IMPACT. Glass conforms to ASTM E 1300- FL10272 R5 AE EvalRep CWS-252G (SGD-8920. PXXXX.
04, IMPACT);pdf
FL10272 R5 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
10272.2 SGD-8920/8950-90 Degree SGD-8920/8950 90 degree, 16'x 16'x 8', By-Pass and
Pocket, Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10272 R5 II CWS-253F(SGD-8920. 90 DEG, IMPACT).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Large Missile, Max. 4'x 8' panels, DP = +/-67.5 psf. FL10272 R5 AE DuPont SGP NOA 11-0624 02.odf
Glass conforms to ASTM E 1300-04. FL10272 R5 AE EvalReD CWS-253F(SGD-8920, 90 DEG,
IMPACT).pdf
FL10272 R5 AE Ouanex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party: Yes
Dach Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 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
mall 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 under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails 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 if you are a licensee under Chapter
455,F.S.,please dick here.
Product Approval Accepts:
WECIIECIt
Credit Card
Safe.
URNER 1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A.429779
Evaluation Report 252G
February 26,2015
Product Description: Series 8920 Sliding Glass Door, LM Impact, 4'x8' nominal max.panel
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 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-252G, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3429-1 and-1A, and NCTL-210-388&1, -IA,-2, and-2A,from
National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J.
Ferrara,P.E., with testing performed: TAS 201/202/203 1994, AAMA/WDMA/CSA
101/I.S.2/A440-2005/2008,and ASTM E 1886/1996 2002/2006
4) Supplemental Calculations to support CWS-252G, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-252G.
Limitations of Use: This product:
• May be used in up to 49 1/8"x 93 3/16"panel sizes (96"max. door height),with glass
type and max. glass daylight sizes as shown in CWS-252G
• Achieves design pressures of+/-67.5 psf with sill riser 1698
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• For up to 96"door heights with 4' nominal panel widths,requires Dupont SentryGlas
(formerly SentryGlas Plus or SGP) Interlayer per Miami-Dade N.O.A. #11-0624.02. For
up to 80"door heights with 3' nominal panel widths, requires Dupont Butacite PVB
Interlayer per Miami-Dade N.O.A. #13-0129.27. .
• Requires Mikron rigid PVC frame extrusions per Miami-Dade N.O.A.# 12-1017.02
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. "yym►ti1r0rrt
11DREt,V f�,AF�
araraarasa & f
a
` 2/26/2015
• .o a Lucas A. Turner, P.E.
� OF, ;4 , ' FL PE#58201
P'M: III :ice A V ai
p� ti
/ v "•aa Ffl*a•a' ' .. Lucas A. Turner
2015-02-2611:58-05:00
SLIDING GLASS DOOR ELEVATION- IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY �� •
WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE WINDOW SYSTEMS
51'FRAME WIDTH HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 1900 SW 44TH AVE.
MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
:40518'MAX UNIT WIDTH WWW.CWS.CO
POCKET 371/8"MAX PANEL WIDTH 2.GAZING DETAIL:(SEE SHEET 4)
-- 3.SAMPLE
CONFIGURATIONS O SHOWN
O S EES SHEET 2MAX UNIT WIDTH FOR 4 PANEL BYPASS OR GLASS TYPE A 8920 PVC
80" 8 IS 138 13/16".MAX UNIT WIDTH FOR 4 PANEL BYPASS FOR GLASS TYPE(B)IS SLIDING GLASS
MAX B D 1s1-1/e. DOOR-IMPACT
UNIT 8 g
HIEIGHT G 4.DESIGN PRESSURES: r, rn m w
s -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES C o 0 0 0
773/16' H 701/16' ASTM E-1300-04. CD `r' o `D r N r
MAX.PANEL
g cuss DLO -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER cD m r n` C3 n
HEIGHT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. 0 0 0 0 0
a a 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED IN THE w m
DESIGN OF THIS PRODUCT. SEE SHEETS 8-9 FOR INSTALLATION DETAIL.WIND 1n
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR + m ° s a w z
CALCULATIONS. m $ a
o o fn
'n a u
F E A GLASS TYPE A 3DLOGLASS 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT N ¢ s a W
s 9 e REQUIRED. 0 a W a f1
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PVC VENTS FULLY w w o w ¢
199'FRAME WIDTH WELDED, o e o Q w w
1885/8'MAX UNIT WIDTHO
POCKET 49 118"MAX PANEL WIDTH 8.SERIES/MODEL DESIGNATION SGD-8920.
0 tL LU 0 U m < Z
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH,P=POCKET/HOOKSTRIP. ,,%%IOREW�'
42"cuss 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. p �.�G B NSF 4.10
96' DLo $�:� No 58201 ���;.
MAX 11.WEEP SLOTS=7/16"x 2.5"LOCATED 4"FROM BOTH ENDS,MIDSPAN OF THE -
UNIT HOOKSTRIP PANEL,4'FROM EACH PANEL INTERLOCK AND ON CENTER AT
HEIGHT
THE ASTRAGAL. '-5 :a=
S3�. STATE OF .4/`
933116' 861/16' :oj0A' p�.
PANEL DOSS i,FssC a..t1?,a
HEIGHT
a a Lucas A.Turner X�
2015-02-26
11:57-05:00 2/26/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
GLASS TYPE B NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE of CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.................1 LOCATION DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
CONFIGURATIONS..........................................2 LADE 07/24/08
SECTION VIEWS:.............................................3 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT
BOM&GLAZING DETAIL.................................4 HVHZ +/-675 PSF LARGE MISSILE IMPACT DWG 0: REV.:
.
EXTRUSIONS................................................5-6 CWS-252 G
ANCHOR SCHEDULE AND NOTES.................7 SCALE:INSTALLATION DETAILS..............................8-9 (4)PANELS SHOWN,UNLIMITED NUMBER OF PANELS ARE ALLOWABLE AS LONG AS SHEET
INDIVIDUAL PANELS DO NOT EXCEED MAX.PANEL SIZE AS SHOWN. 1:33.33 1 OF 9
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
S PANEL 4 TRACK fOXXXXXXO)
8920 PVC
SLIDING GLASS
DOOR-IMPACT
N I--'
0 0 o 0 0 0 0
1
6 PANEL 3 TRACK(OXXXXO) w m
U v O
LL $ m yy
N a O U O d
O Lu
W ; O m
F-
F-
w w < ¢
0 0 9 w . 4 u)
Z D 4 S
Lou
4 PANEL 2 TRACK(OXXO)
('} LL W O U CD ¢ Z
2 PANEL 2 TRACK(PXXI
No 58201
9? STATE OF :4t,
fZ2 EL 2 TRACK(XO) �i�O�.•,�.
3 PANEL 2 TRACK(OXO)
So�NA
'�
2/26/2015
3 PANEL 3 TRACK(PXXX) LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
r3PANEL 3 TRACK(XXO) NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SAMPLE
CONFIGURATIONS
DRAWN BY: DATE:
ADE 07/24/08
DWG#: REV.:
CWS-252 G
4 PANEL 4 TRACK(PXXX)) r�4LPANEL 4 TRACK(XXXO) SCALE: SHEET
1:6.67 2 OF 9
4 _ V19(y�C4lU/ •
WINDOW SYSTEMS L �
9 1900 SW 44TH AVE.
INTERIOR OCALA,FLORIDA 34474
W W W.CW S.CC
1 3 16
10
3 5 5 8920 PVC
41 3s SLIDING GLASS
15 DOOR-IMPACT
15
B 15
1I1 07 r Q1 01 O) 00
m O � o N I-
8 15 -zm I 0 0 0 0
36 10 � 19 Y
L
W m
36 25 35 18 1 38 w U ° z
m 3 m R 0
LD
N E z W
3 0 CC
w w a
6 31 26 III a [r
2 30 a. W n. W w <s W
9
o
1 C) LLW U m ¢ Z
38 MO x 1"HEX WASHER HEAD TEKPA R OF ANCHORS AT I I
,iiii ff►f►
1t SEE SHT7 FOR SPACINGCHCLIP.
44
'SSA STATI OF ,•w
INTERIOR ��ifsSe��1A`���`�
FIXED PANEL ATTACHMENT
2/26/2015
67.5 DP RISER-S-1698 LUCAS A.TURNER,P.E.
43 38 .-0 FL PE#58201
50 DP RISER.S-1697 1239 JABARA AVE.
13 NORTH PORT,FL 34288
5 PH.941-380-1574
4 L, SHEET DESCRIPTION:
HIGH DP SILL RISER SECTION VIEWS
3 RISER DP
DRAWN BY: DATE:
33 4 1697 1 +/-50
ADE 07/24/08
LOW DP SILL RISER 1698 1 +/-67.5 —
DWG N: REV.:
NOTE: CWS-252 G
1.INSTALLATION W/NO SILL RISER ONLY ALLOWED WHERE NO WATER INFILTRATION RESISTANCE IS REOUIRED.DP+/-67.5 SOALE' SHEET
1.4 30F9
ITEM PART NO. DESCRIPTION VENDOR MATERIAL
1 S-1623,1627,1631 FRAME,JAMB,SGD Keymark Aluminum
2 S-1624,1628,1632 FRAME,HEAD,SGD Keymark Aluminum V� tytsnv L�(,LJ
3 S-1625,1629,1633 FRAME,SILL PAN,SGD Keymark Aluminum WINDOW SYSTEMS
4 S-1626,1630,1634 FRAME,ROLLER TRACK,SGD Keymark Aluminum OCA A,FLORIDAAVE.
OCALA, LORI 34474
5 H-1693 ASTRAGAL,BUTTSTILE Keymark Aluminum WWW.CWS.CC
6 H-1697 MIDRISE ADAPTOR Keymark Aluminum
7 H-1698 HIGHRISE ADAPTOR Keymark Aluminum
9 H-1992 HOOK STRIP Keymark Aluminum 8920 PVC
10 H-1993 REINFORCEMENT,PANEL Keymark Aluminum SLIDING GLASS
11 H-6032 PANEL,MAIN Mikron PVC
12 H-6034 PANEL,MAIN,INTERLOCK Mikron PVC DOOR-IMPACT
13 P-3142 ROLLER,TANDEM Sullivan Stainless
14 P-3352 SETTING BLOCK Frank Lowe Rubber u m o 0 0 0
15 P-3305 WSTP,.270 X 187,BLACK,FIN Ultratab FRAME CORNERS MECHANICALLY rn � I` Co w
PANEL CORNERS FULLY WELDED. o r o c� r
16 P-3432 WSTP,.330 X 187,BLACK,FIN Ultrafab FASTENENED. o Co = 0 0 0 0 0
17 BACKBEDDING PURFECT GLAZE"H"OR SIKAFLEX 552
18 P-3541 #8 X 112 PAN PHIL TEK Fastenal Steel g j
19 P-3747 1/2"TALL STRIKE Amesbury Stainless w m
20 P-3762 #8 X3/8"PHIL PAN SMS Fastenal Steel rJ g I z
22 P-3789 HANDLE KIT Amesbury 1'OVERALL 1"OVERALL m 8 m R o
23 P-3793 MULTIPOINT LOCK Amesbury
3/16'TEMPERED - 3/16°TEMPERED n v
24 P 4146 #8 X 3/4 FLAT PHIL TEK Fastenal Steel
F cc
CL
25 P 4289 #10 X2 PAN PHIL TEK Fastenal Steel 3/8'AIRSPACE - 3iB AIRSPACE o cc # p
26 P-4366 WSTP,1"X.700 X5"DUST PLUG Ultrafab T/16°LA'MI --—316 U 8 Uj w $ z a
27 P-4479 WEEP COVER M&M Nylon 3/16'ANNEALED 3116'ANNEALED w w o t a
28 P 4660 #8 X 1 PH TRUSS TEK Fastenal Steel .105 DUPONT PVB INTERLAYER I 090 SENTRY GLASS IONOPLAST INTERLAYER a a
29 S-1597 COVER,FIXED PANEL Keymark Aluminum 3/16"ANNEALED FE3/16'ANNEALED 7 5 a 3 S m
30 S-1618 CLIP,FIXED PANEL Keymark Aluminum
31 S-1643 SLIP ON COVER,HEAD Keymark Aluminum as as 0 LL w o c1 m ¢ z
32 S-1644 SLIP ON COVER,JAMB Keymark Aluminum I PURFECT GLAZE"H" 1 PURFECT GLAZE"H" �ttU urtA
33 S-1645 SLIP ON COVER,SILL Keymark Aluminum SIKAFLF�C 552 SIKAFLEX 552
34 S-1649 THRESHOLD Keymark Aluminum
35 S-1652 ASTRAGAL COVER Keymark Aluminum a
y vp No 58201
36 S-1677 TRIM COVER,SCREW Keymark Aluminum 13116 GLASS BITE 43 13/16'GLASS BITE
37 S-6046 WELD SUPPORT Mikron PVC a3 -
38 S-1775 REINFORCEMENT,PANEL Keymark Aluminum 1440 S-1979 COVER,INTERLOCK Keymark Aluminum �9 STATE 4P ���
41 S-1990 INTERLOCK,SINGLE Keymark Aluminum 14 r��'y�c�`S,'
42 S-1994 COVER,HOOK STRIP Keymark Aluminum ����SfoNA;
43 S-6037 GLAZING BEAD 1"CA. Mikron PVC
44 GLASS SEE SHEET
45 S-1107 SCREEN INTERLOCK Keymark Aluminum
2/26/2015
46 S-1109 SCREEN TOPRAIL Keymark Aluminum
47 H-1108 SCREEN LOCKSTILE Keymark Aluminum LUCAS A.TURNER,P.E.
48 H-1110 SCREEN BOTTOM RAIL Keymark Aluminum FL PE#58201
49 S-1600 SCREEN ADAPTOR Keymark Aluminum 1239 JABARA AVE.
50 P-4144 #8 X 1"w/1/4"Lead Quad RH SMS, Fastenal Steel NORTH PORT,FL 34288
I 1 PH.941-380.1574
51 P-3504 1/4-20 x 1/2"Ph PH MS Fastenal Steel LL
52 P-3220 ROLLER,SINGLE,SCREEN Sullivan Steel SHEET DESCRIPTION:
53 P-3228 .155 BLACK FOAM ROUND SPLINE Dapa Foam
54 _P-3230-31 HANDLE KIT.SCREEN Deco Zemac BOM&GLAZING DETAILS
55 SCREEN MESH
56 P-4777 KEEPER,SCREEN Sullivan Steel GLASS TYPE A GLASS TYPE B DRAWN BY: DATE:
57 S-1660 SCREEN ASTRAGAL Keymark Aluminum #:(MAX.PANEL SIZE:37-1/8"x 77-3/16") (MAX.PANEL SIZE:49-1/8"x 93-3/16") ADE 07/24/08
DWG REV.:
58 P-3080 SCREEN ASTRAGAL COVER Team Plastics PVC
CWS-252 G
SCALE: SHEET
NOTE:LINES 8,21,39 ARE NOT USED IN THIS PRODUCT 1:20 4 OF 9
6 3116' 1/8' F 6 3/16'
WINDOW SYSTEMS
�1 5116, 1116' I
3/16'
1 3ra^ 1900 SW 44TH AVE.
1 WWW.CWS.CCA34474
2 II II
2 TKHEAD-1624 2TK JAMB-1623 F "S.�
TRIM COVER•1877 8 5/8' 8920 PVC
1/8'
SLIDING GLASS
f, 6 318- DOOR-IMPACT
TIFQ 2 fl2�7�0 0003TK HEAD-1628 3 TK JAMB-16275n o -, —, 2 o o O o o O
9 11/16' 1/8' SILL COVER-1645
}
1 5/16' W 0]
1314" FT
1 —1 Z
2 4 TK JAMB•1631 I LL w o g o (n
TTKD•1622 6• 31 17/16 o °y N ¢ $ a Z �
N p W
1/16' p a W '-'� g3 ; cc
1/8'•— Fj
1/8' gg O1 w d
63ri6' 1718' HEAD COVER-1643 ¢ ¢ °� 6 °
2318" d �i a 8 w w 1' U)
2 TK INSERT-1626 4
> > ssso
3 3/8"-1 t— 0 LL W O U co a O
8 7/16"
2 TK SILL-1625 i 3 `��d`PtyDRE �T�i,
8 5i8' 1 15/16" JAMB COVER-1644 ;v:• NO 5$201 '��
2 3!8'
3TK INSERT-1630
3 �1 314
3 TK SILL•1629 - 91/2" ' S:,�
1f8' 1/6" 5 19/i6' 11NA,1 t �``,
9 11/16' 2 3(8' 1 15116" '—
1/16"
4 4TK INSERT-1634 STR SCREEN AAGAL-1660 2/26/2015
3 LUCAS A.TURNER,P.E.
FL PE#58201
4 TK SILL-1633
- 1239 JABARA AVE.
1 318----{ r 7/8• f9/16�' 916• NORTH PORT,FL 34288
PH.941-380-1574
3/8' I--- F ESHEET DESCRIPTION:
4971116' 1 y16° EXTRUSIONS
Ef DRAWN BY: DATE:
1/16'SCRN TOP RAIL-1109 SCRN ADAPTOR-1600 ADE 07/24/08
16'
SCRN BTM RAIL-1110
SCRN INTLOCK-1107 SCRN LKSTILE-1108 MIDRISE-1697 DWG p: REV.:
CWS-252 G
ALL EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED HIGHRISE-1698 SCALE` SHEET
12 5OF9
,7re• ,7!e• I I WINDOW SYSTEMS L�J
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2 7116" www.cws.cc
/,6•
3 9/1 fi' 3 9/16' 1 3116' 3 3/4' t
6" 8920 PVC
„ 43 34 L SLIDING GLASS
5 ,/,6'
PVC GLAZING BEAD•6037 DOOR-IMPACT
THRESHOLD-1649
I2 m2 01 m rn m
0 0 0
m uln q vrnlii
m
PVC PANEL-6032 ASTRAGAL-1693 0 o T o 0 0 0 ❑
PVC PANEL-6034
ui T
W m
w ti Z
$ mLL O
�n
n o s n
o " 6 � w
O ' IIr z E O LU
a
3 1/16' Q 1
U
1/4' d (L w 6 a W
1/16' 7 D g ❑
2' 1J76'
2 11/16' 40 30 35 1 7/8' 41 2 3/9• C0 LL W ❑ U m Q O
10 1116' Z
INTERLOCK COVER-1979 FIXED PANEL CLIP•1618 ,,,�e?5•.P''\G /`S.'•TG.p'��'
REINFORCEMENT•1993 ASTRAGAL COVER-1652 SINGLE INTERLOCK-1990 =JV;'v F ,2���
v. No 58201
Prot a:
C?v
2. 1 3/8- z 7
�,s/e`—I 2/ 5
� 2 5/6'
LUCAS A..TURNER,P.E.
FL FIE#58201
1/8' 4 1239 ABARA AVE.
1!8' ,15J16, 3 I I I NORTH PORT,FL 34288
3 9116• 3 11/16` 2 1/16• PH.941-380-1574
38 I I I SHEET DESCRIPTION:
1/16' 9
9 1/16'
REINFORCEMENT-1775 PVC WELD SUPPORT-6046 EXTRUSIONS
a FIXED PANEL COVER-1597
DRAWN BY: DATE:
HOOKSTRIP-1992 HOOSTRIP COVER-1994 �•.--13^�/4- ADE 07/24/08
U U3 DWG p: REV.:
3} C1NS-252 G
PVC WELD SUPPORT SCALE: SHEET
ALL EXTRUSIONS ARE 6063-T6 UNLESS OTHERWISE NOTED
12 60F9
MIDPOINT
P)T OF PANEL (( SEE NOTE 2
L L L MAX(TYP) W�-f(Yl OW SYSTEMS
C/lY•[r(�
MAX(TY WINDOWSYSTEMS
3`--t-t-�--3' 3, 6, 1900 SW 44TH AVE.
MAX(TYP) OCALA,FLORIDA 34474
6" 12" W W W.CWS.CC
18.
91/4' MAX
78^ O.C.(TYP) 8920 PVC
91 4_ (TYP) SLIDING GLASS
FIXED PANEL CLIPS -
EQUALLY SPACED DOOR-IMPACT
HOOK STRIP ANCHOR.
(SINGLE ROW SET T CO
OF ANCHORS) °' o 53 oo R N H
X o o o 0 0 0
FIXED PANEL CLIP w m
NOTE:CLIP ANCHORS MUST BE LOCATED 1 w
A MINIMUM DISTANCE OF 3"FROM ANY o
MAIN FRAME ANCHOR. m 8 m � � � � 0
CLIP ANCHOR EMBEDMENT INTO BUCK ONLY.
(SEE SHT 9,10 FOR DETAIL) yy
N S c 0 w
0 a w 3 ; r CC
CL
INSTALLATION w IIIo ¢ [C
ANCHORS(TYP) a a o o
--INSTALLATION M 12 s 9 g o
ANCHORS(TYP) EL��� .:I
(7u- woUm ¢ 0
ANCHOR LAYOUT
FIXED PANEL CLIP DETAIL[3 CLIPS FOR DOOR HEIGHTS UPTO8O" OREty��`
[4.CLIPS FOR DOOR HEIGHTS UPTO 96.1 =`GQ,••' C i NSF
No 58201 'fib
NOTES: -'t• # ''�
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP.SILL ROLLER TRACK ATTACHMENT SCREWS(ITEM#20) ��� STATE OF :mow`
ARE REQUIRED 6"FROM THE ENDS AND 12"ON CENTER THEREAFTER.SEE SHEETS 8-9 FOR DETAIL.
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. i
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 2/26/2015
BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,P.E.
FL PE#58201
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 1239 JABARA AVE.
SPECIFIED IN TABLE 1,SHEET 8. NORTH PORT,FL 34288
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING INTO STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. PH.941-380-1574
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE SHEET DESCRIPTION:
USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
7.A MINIMUM 2-7/16"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL MASONRY FASTENERS. A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL NOTES
FASTENERS. 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 07/24/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: 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 252 G
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAM/DMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 70F9
TYPICAL HEAD ANCHORAGE
27/16'MIN. MIN.EDGE DIST. 1/4°MAX.SHIM WINDOW"SYS-EMS•I((II/i(
SEE TABLE 1 MIN.EMBEDMENT L�•��
INTERIOR SEE TABLE 1 OCA A,FLORIDAVE.
OCALA, LORI 34474
W W W.CW S.CC
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEDMENT I SEE TABLE 1 8920 PVC
SEE TABLE i
SLIDING GLASS
DOOR-IMPACT
INSTALLATION ANCHOR— 27116"MIN.
PERIMETER SEALANT 1/4"MAX.SHIM SEE TABLE 1
BY INSTALLER v1 d2 +- "1 m m m
INSIDE AND OUT - _ o 0 0 0
O O �_ C 00 4 N F
O O � 0 0 0 0 ❑
LU }
W D]
INTERIOR z
INSTALLATION ANCHOR V 2 m R n w 0
SEE TABLE 1 PERIMETER SEALANT BY INSTALLER m 3 T Q c
TRACK ATTACHMENT SCREW(ITEM#20) INSIDE AND OUT �n 'o
LOCATED 6°FROM END AND MAX I o o
12'ON CENTER THEREAFTER s a T Z W
SUBSTRATE BY OTHERS w ¢ w 3 , O
SEALANT BETWEEN SEE TABLE 1 0 0-
SILL C m 3 H
RISER AND FRAME w d
BY INSTALLER 114"MAX.SHIM C HORIZONTAL SECTION. W w w [C
[50 DP RISER SHOWN) 6 TYPICAL JAMB ANCHORAGE I— o w U
MIN.EMBEDMENT p a !A
SEE TABLE 1 a. 7 S
PERIMETER SEALANT
BY INSTALLER
INSDIE AND OUT C7 W W ❑ U m ¢ Z
DO NOT COVER WEEP HOLES
SEE TABLE ON ANCHOR ;*, ��"ARE w st Il��,t;
MIN.EMBEDMENT `,Q- •'VG +ft,�y++•T'G�A�.�r
SUBSTRATE BY OTHERS SEE TABLE 1 D `aG++ fi+•++��,
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 HOOK STRIP
1/4 L - "MAX.SHIM
PERIMETER SEALANT
MIN.EDGE DIST. 3"MIN.— SUBSTRATE BY.OTHERS BY INSTALLER FIXED PANEL +� STATE CaF +CCf�r
SEE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT ��o°• R +�ti
�; �' SEALANT UNDER SCREW 1!4"MAX.SHIM SHIM AS REQUIRED TO MEET ��"��•.+( R �,.!+��'.`'�
C� LERTICAL SECTION
BY INSTALLER INTERIOR TRACK FACE
6 TYPICAL SILL ANCHORAGE a HORIZONTAL SECTION FIXED PANEL
HOOK STRIP MIN.EDGE DIST.
TABLE 1:APPROVED INSTALLATION FASTENERS 2/26/2015
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
CONCRETE(2.0 KSI.MIN.) 3/16"ITW TAPCON V. 3" FL PE#58201
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1" 1239 JABARA AVE.
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-112" NORTH PORT, 4288
PH.941-380-1-1574
2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON OR 1-3/8" 7/8" INSTALLATION ANCHOR SHEET DESCRIPTION:
ELCO ULTRACON SEE TABLE 1
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" TWO ANCHORS PER INSTALLATION DETAIL-
FIXED CLIP THROUGH 2 TRACK
16 GAUGE(0.060")MIN. #10-16 HILTI KWIK-FLEXOR RW FULL THREAD PRE-DRILLED HOLES
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/2 DRAWN BY: DATE:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2" ADE 07/24/08
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SUBSTRATE BY OTHERS DWG#: REV.:
FIXED PANEL CLIP ANCHORS INTO SEE TABLE t o_ HORIZONTAL SECTION CWS-252 G
CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3/16"aITW TAPCON T. 3" 6 FIXED PANEL ANCHORAGE SCALE: SHEET
GROUT-FILLED CMU(117 PCF MIN.) 1:2.67 80179
III- MAX.SHIM
MIN EMBEDMENT
MIN.EMBEDMENT
TRACK LOCATED6"FROMATTACHMENT SCREW(ITEM#20) SEE TABLE I,SHT B WINDOW SYSTEM
LOCATED 6"FROM END AND MAX
INSTALLATION ANCHOR 12'ON CENTER THEREAFTER
SEE TABLE 1,SHT 8 MIN.EDGE DIST. OCA A,FLORIDA
AVE.
OCALA,FLORIDA34474
SEALANT BETWEEN SEE TABLE I,SHT8 WWW.CWS.CC
SILL RISER AND FRAME
BY INSTALLER INSTALLATION ANCHOR
PERIMETER SEALANT [50 DP RISER SHOWN] SEE TABLE 1,SHT 8 ` C
BY NSTALLER 892U PVC
INSIDE AND OUT SLIDING GLASS
DO NOT COVER WEEP HOLES
4 778'MIN. DOOR-IMPACT
"III
co T (D 0) 00
MIN.EMBEDMENT SEE TABLE p E SUBSTRATE BY OTHERS rn T In In m rn w
SEE TABLE 1,BHT a m n n
Yo �- o o 0 0 0 �
W m
MIN.EDGE DIST. 5 314"MIN. ,n
SEE TABLE 1,SHT 8 w U ° B Z
SEALANT UNDER SCREW U m
HEAD BY INSTALLER cc o g m E O
LD
E VERTICAL SECTION S '- z Lu
>
B 3 TRACK SILL PERIMETER SEALANT BY INSTALLER OF < a OCc
INSIDE AND OUT 33 ~
6 d
SUBSTRATE BY OTHERS W w
EE TABLE I,BHT S o 'D a U)Q
�1 HORIZONTAL SECTION 0- 'L S < S p
s 3TRACKJAMB
'--114"MAX.SHIM C7 ILL W 0 U Ill ¢ ZOl
MIN.EMBEDMENT
SEE TABLE 1,SHT 8
LOCATED TRACK T6�FROM END AND MCHMENT SCREW AX(ITEM#20) MIN.EDGE DI `�V`�T V`� S�'�'h1q✓���
12"ON CENTER THEREAFTER SEE TABLE 1,SHT 8
INSTALLATION ANCHOR _.. '
SEE TABLE 1,SHT 8 I INSTALLATION ANCHOR
SEALANT BETWEEN SEE TABLE 1,SHT 8
SILL RISER AND FRAME 'y�' :q
BY INSTALLER ', '. STATE OP .CU`
PERIMETER SEALANT [50 DP RISER SHOWN]
BY INSINSTALLERr '25 1:z'
•,'Q��iSt Q R% C?�,,
DO NOT COVE WEEP HOLES 4 718"MIN. !DE AND OUT ,,!!tf#111 A,j\�\►�'\\\,
2/26/2015
MIN.EMBEDMENT
SEE TABLE 1,SHT 8 LUCAS A.TURNER,P.E.
SUBSTRATE OTHERS
SEE TABLE 1,,BHT 8 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
MIN.EDGE DIST. 1 53/4"MIN. PH.941-380-1574
SEE TABLE 1,SHT 8 / NT UNDER SCREW SHEET DESCRIPTION:
SEALA
HEADBYINSTALLER INSTALLATIONDETAIL-
�o J VERTICAL SECTION 3&4 TRACK
u 4 TRACK SILL DRAWN BY: DATE:
PERIMETER SEALANT BY INSTALLER ADE 07/24/08
INSIDE AND OUT
_ SUBSTRATE BY OTHERS DWG#: REV.:
SEE TABLE 1,SHT 8 CWS-252 G
HORIZONTAL SECTION SCALE:
e 4TRACK JAMB SHEET
1:2.67 9 OF 9