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Product Approval
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ELgiWd Auproved MenU>Product or Application Search>Application List>Application Detail
FL# FL13241-112 AUG 7 5 2071
Application Type Revision P E P M,II
Code Version 2014 St. Lucie County, FL
Application Status Approved
Comments 04/15/2015vd
Inc. op7ArchivedEProduct Manufacturer Custom Window S stems
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
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 Ext 2131
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
✓ 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 07/21/2020
Validated By Steven M. UrIch,PE
,r Validation Checklist-Hardcopy Received
Certificate of Independence FL13241 R2 COT EvalRep CWS-406B(SGD-8900, Nj).Qd
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
ASTM E1300-04 2004
PA TAS 202 1994
Equivalence of Product Standards
Certified By
...... --1-1- - Ati�cnv,2n=r�m-,.�r,;=x/)cnwtnnvPkShqv7F;SFAqD%2be33nvHnAuN8otKS%2bdiD3QisqulmqAO/o3d%3d 1/2
812512017 Florida Building Code Online
t ,
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13241.1 SGD-8900 PVC Sliding Glass Door. SGD-8900,Sliding Glass Door, 16080,OXXO,Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 13241 R2 IT..CWS-4968(SGD-8900 NI) Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:+N/A/-N/A Evaluation Reports
Other:See Installation Detail for DP and Max.Sizes,OXXO, FL13241 112 AE EvalRep CWS-4968(SGb-8900. NI).odf
OXO,OX,&XO.Glass complies to ASTM E1300-04. FL13241 R2 AE Qua ex (Mikron) NOA 12-1017 02.pdf
Created by Independent Third Party:Yes
ED rJti Xi
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.r nvriaht 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 a-mal address released in response to a publlo•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 850.487.1395."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:
Credit Card
Safe
Ati . -,?-�---.,r_Gx/yri-tnn..PkkhQv7rrI:ogee/9haRRnvHnAuN8r)tKS%2bdiD30isoulmaA%3d%3d 212
GENERAL NOT S: ��nn•e���1 /,(/A .y
SLIDING GLASS DOOR - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED t:VINDL'mSYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TIA AVE.
EDITION AND IS RATED FOR USE IN THE HIGH VELOCITY HURRICANE OCALA,FLORIDA 34474
ZONE(HVHZ). W W W.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO: 8900 PVC SLIDING
190.125 MAX.OVERALL WIDTH "XO",'OX"."OXO"."OXXO". GLASS DOOR
48 5/8„ MAX41 1(2„ 4.DESIGN PRESSURE RATING(SEE SHEET 2): NON-IMPACT
PANEL WIDTH A t, GLASS DLO NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
T_ GLASS TABLES ASTM E-1300-04.
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER r
INFILTRATION TEST PRESSURE AND GLASS TABLES n o w
ASTM E-1300-04. = ~
4
X51/2" oo ❑
. 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
MAX
OVERALL IN THE DESIGN OF THIS PRODUCT.SEE SHEET 7 FOR ANCHOR w w m
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
HEIGHT B O X X I. O B 85 7/8" ANCHOR CALCULATIONS.
I m m Z
DOSS 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE v o N
MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
PANEL C ¢ z0 ul
HEIGHT 7 7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS a a �
I ARE FULLY WELDED. a
I 1 w w aC
1 S.SERIES/MODEL DESIGNATION SGO-8900. a o w
a a W
A A 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: >
X=OPERABLE SASH,0=FIXED SASH m Q p
z
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS IN A SIMILAR ��t%ulitAffs r'f"
]45,L8"MAX.OVERALL WIDTH 951/2" MAX.OVERALL WIDTH LOCATION. ``��, ...RE(1. 61.
4 1 5/8" MAX. p 41 1/2" „� -1ULK MAX. 41 112" 11.WEEP SLOTS-114"x 1-1/4"LOCATED 3"FROM BOTH ENDS. VQ�•��C E/`SF':p+�.�
PANEL WIDTH II GLASS DLO I PANEL W IDTH GLASS DLO ! No 59201 :P
771
95 11?" -- -- Lucas A.Turner o s rA E of
MAX. 2015-04-03 , x0-
00 •�(O R 1
OVERALL MAX.
GHT OVERALL 15:32-04:00 '�i;�SSf......... ��%
99" C O X O C HEIGHT
MAX. D O X D X�
PANEL4/3/2015
HEIGHT 85 7/8" 9 . 85 7/8
GLASS MAX. t� GLASS LUCAS A.TURNER.P.E.
DLO� PANEL DLO FL PE#58201
HEIGHT 1 JABARA AVE.
NORTH
PORT,FL 34288
PH.941-360-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN 6 : 0 7
GENERAL NOTES&ELEVATIONS.....1 MAX. PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 10/30/09
GLAZING DETAILS&DP CHART........23wr.4: REV.:
SECTION VIEWS..............................3-4 SEE COMPARATIVE ANALYSIS
BOM&EXTRUSIONS...........................5 48-58 X 93 NONE CWS 496 B
CHART
ANCHOR SCHEDULE&NOTES..........6 , SHEET 2 scn�e: SHEET
INSTALLATION DETAILS.....................7 MAX.OF FOUR(4)PANELS IS ALLOWED AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:40 1 OF 7
Width
59.5 1 71.5 84 95.5 91 109 126 145 118 142 168 190 ' DEQ- 1
Panel Slze 30.625 1 36.625 42.875 1 48.625 30.625 1 36.625 42.25 1 48.625 30.625 36.625 42.625 48.625 'NINDOAr SYSTEMS
Unit Configuration OXXO OxXO OX,XO OXXO OXO OXO OXO OXO OXXO OXXO OXXO OXXO OCA A, L 44TH 34474
g 1900 S FLORIDA AVE.E.
Height Glass Type
www.cws.cc -
80 A 90/+60 90/+60 82.2/+60 -72/+60 -90/+60 -90/+60 -82.2/+60 -72/+60 90/+60 90/+60 82.2/+60 -72/+60
84 A -90/+60 -87.3/+60 -78,4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 -90/+60 -87.3/+60 -78.4/+60 -68.5/+60 8900 PVC SLIDING
90 A -90/+60 -80/+60 -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 -90/+60 -80/+60 -71.6/+60 -64/+60 GLASS DOOR
96 A -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 -85.3/+60 -73.8/+60 -65.8/+60 +60/-60 NON-IMPACT
N � �
Q
o � O
Y
W }
W H C7
to
U U Z
1"OVERALL m �' O
3116" TEMPERED ¢ ¢ zz w
5/8" AIRSPACE wa
0 o a
w w ¢
3/16" TEMPERED a
w
SIKAFLEX 552 OR
13 PURFECT GLAZE"H" m a z
30 13/16" GL ASS BITE
N. 58201
-v9 :
O: STATE OF
u��
SF�O R?uP'�����
91ONA4111, 11
4/3/2015
LUCAS A.TURNER.P.E.
FL PE#5B201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:TION:
MAX. COMPARATIVE ANALYSIS
SILL RISER POSITIVE DP AND GLAZING DETAIL
*NONE 60 RAWN BY: D E:
GLASS TYPE A 1737 60 ADE 10/30/09
INSTALLATION WITH NO SILL RISER DWG 4P R
ALLOWED ONLY WHERE WATER CWS-496 B
NOTE:,-IF SIZE INTENDED IS NOT SHOWN.USE NEXT LARGER SIZE. INFILTRATION RESISTANCE IS NOT SCALE: SHEET
REQUIRED. 1:1 2 OF 7
26 18 25 24 6233 7 5 1 ) 0 14 16 YvIND ]I sl*�v
TI Q Q `dyI1�SW 4 S i[f e
/ r` OCA A. 44TH AVE.
Q OCALA.FLOR IDA 34474
WWW.CWS.CC
�-- I ! ❑
8900 PVC SLIDING
8 o GLASS DOOR
NON-IMPACT
a
�o � D
r 2 w ,.
LJ 5 30 33 6 19 2 8 9) 19 J w tm
1 U3
SECTION VIEW B-B o z
� m �
m a:
O ui
tr
a a a
D2 _ ac ID 9 W W Cc
U
1 }il fir a a w
t 4 m ¢ Z
�i I PNO RE 1b
Fl 13 No 58201
- 9 STATE OF
,Safi
ONA11 00%���,
13 4/3/2015
30 1 LUCAS
RNER.P.E.
FL PE#
1239 U
f(� rail 0 NORTH PORT,FL 34288
15 I PH.941-380-1574
2 t— - 14
'�.� MAX SHEET DESCRIPTION:
3t �,^ c. 9 SILL RISER POSITIVE DP SECTION VIEWS
�t4 *NONE 60 OXX0
1 ��® ❑�U C2 1737 60 DRAWN BY; DA E:
ADE 10/30/09
INSTALLATION WITH NO SILL RISER owc.A: RE .:
SECTION VIEW A A ALLOWED ONLY WHERE WATER CWS-496 B
INFILTRATION RESISTANCE IS NOT
REQUIRED. SCALE: SHEET
1:2.67 3 OF 7
Fr
WIK�W MTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
21
T' T@ 8900 PVC SLIDING
GLASS DOOR
El NON-IMPACT
Of
u
2
Li
ISI ED
0 z I
2E
>
(g 205 302 28 9 9
0
m L
SECTION VIEW C-C w tu a_ CL p
< <
uj
m <
26 zi
18
7
F
No 58201
STAT OFki
If" .O..
CONAL....
CP_
4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
5 30 33 6 1239 JABARA AVE. -
NORTH PORT,FL 34288
SECTION VIEW D-D PH941-380 1574
.
SECTION VIEWS
OXO&ox
DR WN rff�
�
ADE=10/30109
REV.:
CWS-496 B
NOTE:VERTICAL SECTION SIMILAR FOR ALL CONFIGURATIONS,SEE SHEET 3 SCALE: SHEET
1:2.63
18" MAX.O.C.(TYP.)
WINDOVY SYSTE"IS
6" MAX.(TYP.) 3" (TYP.) 1900 SW 44TH AVE.
6" MAX.(TYP.) 3" (TYP,) SEE NOTE 2 OCALA.FLORIDA 24474
- _ WWW.CWS.CC
8900 PVC SLIDING
GLASS DOOR
INSTALLATION NON-IMPACT
ANCHOR(TYP.)
18" °2
MAX O.C. I N m F
FYN s
O X ^ O w LL
w m
z
U U O
C3 m
s o U1
o Z W
n N
uj
a w
I
w w a_r FK
U
M a w
ID
07 ¢ 0
ANCHOR LAYOUT-(FLANGE) ` OREL11�44�
��f• No 58201 �P
'S1'• STATE
NOTES: '�c' cC O P• �_��•
1.INSTALL TWO ANCHORS 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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOTALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 4/3/2015
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.
NORTH PORT,
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
PH.941-380-1574 34288
-1574
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:2-7116•FOR MASONRY,2"FOR FIXED PANEL CLIPS(ALL SUBSTRATES),1'FOR WOOD AND METAL. DRA 5: onT
8.WOOD OR MASONRY OPENINGS,BUCKS AND SUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 10/30/09
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 5w s: AE .:
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-496 B
FMA/AAMA 100(FIN WINDOWS).FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:25 60F7
TYPICAL HEAD ANCHORAGE MIN.EMBEDMENT
SEE TABLE 1
2 7116" MIN.EDGE DIST. 1/4" MAX.SHIM "IJINDOW S15TI;'75
SEE TABLE 1 INTERIOR
1900 SW 44TH AVE.
OCALA,FLORIDA 37474
SUBSTRATE BY OTHERS ❑ MIN.EDGE DIST. WWW.CwS.CC
SEE TABLE 1 SEE TAB EDMENT �-I I SEE TABLE 1
LJ — 8900 PVC SLIDING
I GLASS DOOR
PERIMETER SEALANT ❑ ® �L 1/4" MAX.SHIM INSTALLATION ANCHOR p❑ 2 7116" NON-IMPACT
BY INSTALLER SEE TABLE 1 \a
INSIDE AND OUT
_ � r
N (O
INSTALLATION ANCHOR INTERIOR Baa o O
SEE TABLE 1 w }
a Lull__ m
PERIMETER SEALANT BY INSTALLER C3 O
INSIDE AND OUT e G N
SUBSTRATE BY OTHERS N N 0 2
PERIMETER SEALANT SEE TABLE 1 B HORIZONTAL SECTION
BY INSTALLER ® 7 TYPICAL JAMB ANCHORAGE w w [C
INSIDE AND OUT o Qo w
DO NOT COVER / /
___4i
WEEP HOLES MIN.EMBEDMENT
SEE TABLE 1 m ¢ Z
SUBSTRATE BY OTHERS
SEE TABLE 1I ION ANCHOR
SEE TABLE1
,`,�,�`P1y0 RE W rjG�'4
SEALANT UNDER SCREW 2 7/76• . MIN.EDGE DIST. TWO ANCHORS PER 1/q• �. Q :'SCF.IJS''•.Pq
HEAD BY INSTALLER SEE TABLE 1 FIXED CLIP THROUGH :JV; F ••'tn'y
PRE-DRILLED HOLES 1 9/16" No 58201 :P
('A-"' VERTICAL SECTION
TYPICAL SILL ANCHORAGE 7—
ta" (TYP.) '%9'; STATE OF •'�izJ
u
1 21/16" %�o•.°C 0?•r���O
TABLE 1:APPROVED INSTALLATION FASTENERS �`S ••O R, G�,
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. �r'rrS1UNA>j 0%,���,,
CONCRETE(2.0 KSI MIN.) ' 3116"RW TAPCON 1" 3" i8" 0;7—
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1-3/4" 1^ M P.O.C.
) 4/3/2015
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 1" LUCAS A.TURNER,P.E.
2X MIN.SPRUCE-PINE-FIR(G-0.42) 3/16"ITW TAPCON OR 1-3/8• 718" FIXED PANEL CLIP FL PE 4 58201
ELCO ULTRACON NOTE:CLIP ANCHORS 1239 JABARA AVE.
2XMW.SPRUCE-PINE-FIR(G-0.42) «10 WOOD SCREW 1-318" 718" MUST BE LOCATED NORTH PORT,FL 34288
16 GAUGE(0.060")MIN. 110-16 HLTI I<WIK-FLEXOR IPN FULL THREAD A MINIMUM DISTANCE PH.941-380-1574
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 112 OF 3"FROM ANY
MAIN FRAME ANCHOR. SHEET OEscRiancN:
V8*ALUM.(6063-75 MIN.)OR z10 GRADE 5 SELF-TAPPING/ FULL THREAD 1/2P
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" INSTALLATION DETAILS
FIXED PANEL CLIP ANCHORS INTO SUBSTRATE BY OTHERS RA 6 : OAT :
CONCRETE(2.0 KSI MIN.)OR HOLLOW OR 3/16"ITW TAPCON 1" 3" FIXED PANEL CLIP DETAIL SEE TABLE 1 ADE 10/30/09
GROUT-FILLED CMU(117 PCF MIN.) bW—r,; TNEW
_ FIXED PANEL CLIP ANCHORS INTO C HoRRONTAL SECTION
CONCRETE(2.85 KSI MIN.)OR HOLLOW OR 3116"ELCO ULTRACON 1-1/4" 2-1/2" 7 FIXED PANELANCHORAGE CWS-496 B
GROUT+FILLED CMU(ASTM C-90) SCAEE: SHEET
NOTE:FIXED PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN.EMBEDMENT AND MIN.EDGE DISTANCE LISTED IN TABLE 1. 1:2.5 7 OF 7