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Product Approval
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Product ADDipwa!Meriii A p�,¢uct ar Aoclicaiion marsh>Application List>Application Detail
� � FL# FL11103 R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archlved ED
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.ec
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cw5.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 ors Licensed
Florida Professional Engineer
0 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
FZ Validation Checklist-Hardcopy Received
Certificate of Independence -FUt1-"R1—R2—QM-U1
Referenced Standard and Year(of Standard) 2widaW Ygar
HAMA/WDMA/CSA 101/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
ASTM E1996-02 2002
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
http:l/www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvLitO... 6/24/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04125/2015
Date Approved 06/23/2015
Summary of Products
L m
Model,Number or Nae Description
ILI 1*03 DI 00 PVC Sliding Glass Door, SGD-8900 PVC Sliding Glass Door,
Limits of Use Installation Instructions
Approved for use in HVHZ.Yes -
Approved for use outside HVHZ-Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party;Yes
Design Pressure:+60/-60 l9valuation Reports
Other;Large Missile,DP=+/-60 psf,Max.panel size W 7 AE DuPont aal?KQA I 1-0624_02,20_f
8'.Config.include OXXO,OXO,OX,XO.Glass complies to FLI 1103 R2 AE EvalRen CWS-2988(SGD-8900,IMP).vii
ASTM E1300-04, FL11103 R2 AE Quanex jlftrop)NOA 12-1017 02,pdf
Created by Independent Third Party:Yes
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The State of Florida is an AAJEEO employer.QaydabI 2QDZ 20 3 State of Florida.:: StatgWent::adad-lbiwiLwt
Under Florida law,email addresses am 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 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 oMdal 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 licerism under
Chapter 455,F.S.,please click hem.
product ApprWal Acu'ptu
http://www.floridabuilding.org/pr/pr app -wGEVXQwtDqttaGs11-3GvutO... 6/24/2015
__�dtl.aspx?paTam7 tF
• T 'r TRNER 1239 Jabara Ave.
N
orth Port,FL 34288
ENGINEERING & Ph. 941-380-1574
CONSUI:FING,INC. FBPE C.O.A.#29779
Evaluation Report 298B
April 18,2015
Product Description: Series 8900 PVC Sliding Glass Door,LM Impact,4'x8' nominal panel
size max.
Manufacturer: Custom Window Systems,Inc. 1900 SW 44th 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 5h Edition(2014)Florida Building Code including the High Velocity
Hurricane Zone. The product testing standards performed are out-lined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner,P.E.,at 1239 Jabara Ave.,North Port,FL
2) Approval drawing CWS-298B,signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3506-1 and-1A,from National Certified Testing Laboratories,
Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA
101/l.S.2/A`440-2005,and ASTM E 1886/1996 2002
4) Supplemental.Calcs.to support CWS-298B,signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-298B.
Limitations of Use: This product:
• May be used in up to 48 7/8"x 93 1/2"panel sizes(96"max.door height),with glass
types and max. glass daylight sizes as shown in CWS-298B
® Achieves design pressures of+/-60 psf
® Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont SentryGlas(SGP)Interlayer per Miami-Dade NOA#11-0624.02'
• Requires Quanex(Mikron)white rigid PVC extrusions per NOA#12-1017.02t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs
and find that they comply with the requirements of the 5`h Ed. (2014)Florida Building Code
for use in this product.
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.
,Q_l NO .58201
4/18/2015
iirz Lucas A.Turner,P.E.
STATE OF XU'
FL PE#58201
OR
0MA
Lucas A. Turner
1I- .
6"Itapp 10 0 lva;_40'k 2015-04-2012:20-04:00
..........I............ .._......_........................--- --..........
GENERAL NOTES;
SLIDING G LASS DOOR - IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE(FSC),CURRENT EDITION AND ENDOW
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1930 SW 44TH AVE.
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.100ALA:FLORIDA 34474
_._....................... 191 im, I WWW.CWS.CC
48 718" P UNIT tvl!�rw 2.GLAZING DETAIL(SEE SHEET 2)
PAN Rr WIDTH^wl A j 3.APPROVED CONFIGURATIONS:'OXXO",'OXO','XO","OX' �
T_ 8"_
4.DESIGN PRESSURES: i SLIDING GLASS
di X4'
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR m IMPACT
GLASS - -- TABLES ASTM E-1300.04.
DLO i.
MAX -- -- -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
E:NIT ( I INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.04.
i LF^aHT `
j r O X �.Y.....
s } 5.ANCHORAGE:THE 33179%STRESS INCREASE HAS NOT BEEN USED IN THE cN
j AX B !I185 g I B DESIGN OF THIS PRODUCT.SEE SHEETS FOR INSTALLATION DETAIL
f I j ZS 3,
PANEL f DLO ( WIND LOAD DURATION FACTOR Cd-t.6 WAS USED FOR WOOD ANCHOR
be
HEIGHTII CALCULATIONS.
61i; 1(I I I E
_
S.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT
1!i!
REQUIRED. �+
i o S
:
"` ! I ARE PROCESSED AND SCREWED TOGETHER._..._._..._.._ ............_.�. I! ,_—__�: ; 7.ALL FRAME R VENTS FULLY
f 1-_ -_ —
_ ...._._.......................- WELDED. o `ry' z >
v
A I A � W o
° S.SERIES I MODEL DESIGNATION:SGD-9900.
g 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ! `!'-' tai i
} ... ................. 145 13116" r—- MAX UNIT WIDTH X--OPERABLE SASH.O-FIXED SASH.
. . . MAX UNIT W OTH
49 7W -«I 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. i
` MAX 1 PANELL4'IUTH i sffi!d O
PANEL.WIDTH � EXTERNAL WEEP$LOT 114 1 LOCATED 4 FROM BOTH ENDS
..................................................�;, X _
1 .._.._
41 3V4'—
j 06" :( GLDOS_ r _ .M6'kX _�GLASS - I 'w��G:"•y1GE•NS€�'' ��
1:AX
- - - I No 58201
k UNIT ! aHT Lucas A. a s A
He!ox Turner
ea 1 € seas"O j ms to 2015-04-20
EL
D C� !° a�TATE OF a uag
PAN ^LASS i E! 1 ?LAX E O E12:30-04:00
PANEL
HEIGHT DLG I HEIGHTGIACS
DLC
I
�'
..................... .. ' ---- j _ 413/20131
�_ 1 I. ..__ _....._...... -----::.: -_-
LUCAS A.TURNER,P.E.
FL PE 0 58201
1230 JARARA AVE.
NORTH PORT,FL 34298
PH.941-360-1574
7GENEqA ETTABLE OF CONTENTS MAX.PANEL DESIGN PRESSURE EvAT�iorasTES �
CONFIG. MAX. UNIT SIZE SIZE RATING IMPACT RATING ffAA.WNN: UA_E. --
GENERAL NOTES R.ELEVATIONS....__1 s1 �� " - ABE 0"3/08
SECTION VIEWS OXXO A GLAZING DETAIL_.2 XO 96 x 96 +/-60 PSF LARGE MISSILE IMPACT rw ---------
SECTION VIEWS OXO 8 XO.._..__......-.. ....-.3
EXTRUSIONS&B.ONL _.. __.�._ ......... .....4 OXO 145-13/16"x 96" 48-7/8"x 93-1/2" +/-60 PSF LARGE MISSILE IMPACT CWS-296 a
INSTALLATIONTIULE 6 ETAILSN�s _. _v_.�B OXXO 191-1/8"x 96" +/-60 PSF LARGE MISSILE IMPACT SHEET
1:33183 -
_.................._._ _........ 9 Or 6
SIN
19W SW 44TH AVE,
OCALA,FLORIDA 24474
wwwlCwS.00
8900 Pvc
SLIDING GLASS
DOOR-IMPACT
t T
0
SECTION D-D
w
<M
25 16 26 S Q c
511201 P-
%
vt
STATE OF J
. .............
.41W20115
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
S S9 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E 150kin-intow-
SECTION VIEWS-OXO
AND X0/OX
OATE:
NOTES; ADE Oi
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 MGM AM.-'!n��
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. OWS-298 8
SHEET
1,2.83 3 OF 6
................. ...... ------------------ .......... ..........
PARTS LIST g t6/t5' FRAME CONSTRUCTION
ITEM PART NO DESCRIPTION VENDOR MATERIAL I
1 145042 IFRAME,MAIN,SOD MIKSON PVC
2 S-W40 IHRESHOtD1FILLER, SOD MIKRON PVC U 4 I WINIX4Y�SYSCTER96
3 S-1722 SUPPORT BLOCK,FIXED,SOD KEYMARK ALUM I 11900 SW 44TH AVE.
4 H•6059 PANELTOP1BOTfOMRAIL, SGV MIKRON PVC 17B" p (q^� a� 211[Is* IOCALASOBS FLORIDVE.
6 H-SM PANEL,SNTERLOCK,F)ED MIKRON PVC _ OFF1 t18" ife WWWCWS.CG
a
7 H-6050 PANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-60d2 REINF.•1993
8 H-6o61 INTERLOCK,SNAP-ON MIKRON PVC 89M PVC
9 H-6043 ASTRAGAL,SOD. MIKRON PVC SLIDING GLASS
10 P-3142 JROLLER,TANDEM SULLIVAN STEEL 1716^—y 1 7W 1718 FRAME CORNERS
11 P3342 JUEAM SEALER,SM5504 SCHNEE — 1 SCREWED TOGETHER DOOR-IMPACT
12 P-3039 SET.BLOCK,85 OUR.116"X716"X2• FRANK LOWE RUBBER n 1:10
13 P-3438 SIKAPLEX552OR PURFECT GLAZE"W SIKA1'HENKEL O 4 l! 6 ,n N
14 P-3429 WSTP.,0.270X.187,BACK FINSEAL UL7RAFA8
7 5 VENT CONSTRUCTION I n di
15 P-3539 #8 X 314'QUAD PHILIPS,TEK FASTENAL ZINC ( 0 0i
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZINC 1 39119" 3 WI6" 39116" 1 Y
17 P-3752 CAP PLUG,112'HOLE M&M NYLON 1J8 S }
18 P-3767 #70 X 1'HEX WA6HEft HEAD,TEK FASTENAL ZINC _ u7 m
19 P-3789 LOCK&HANDLE KIT,PVC,SOD AMESBURY STEEL
20 P-3792 314"KEEPER AMESBURY SS -115" \ ! c� J z
21P-37$3 MORTISE LOCK HS&D SS 1. J_...._. v o cA
22 P-4135 910 x 2,PAN HEAD PLUM SMS FASTENKEYMARK_
STEEL PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 N � Z w
23 S^1775 RELNFORCEMENT,ALUM.,PANEL KEYMARK ALUM VENTS FULLY YIELDED m;rs O �
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10
25 P-4295 F00=D PANEL CUP KEYMARK ALUM m Q
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM tt/t6 _ ¢ bi
27 S-1930 PANEL TRACK,ALUMINUM.SOD,SILL KEYMARKALUM 112 r` 2 a W"-'-' i+-81116' nA
.._... I O
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM M-
-
29 S•1737 HIGHRISE SILL, LUMINUMKEYMARK ALUM � 8 :•^1sre"-I @ � m ¢
30 S-6037 GLAZING BEAD 1.00',SOD MIKRON PVC i � -.06
1 � I
31 5.6041 TRACK,SCREEN,SOD MIKRON PVC I 3 %A
D4DD➢➢➢/
32 S6046 SUPPORT WELD,SGD MIKRON PVC 33116 1116' 31!15 25(8' 1116" 213116* �.�°'�5 'CE.+ TVqq����9
33 GLASS(SEE SHEET2 Vi6' .`G '•1.X "�1��•.:7
34 H-W44 SCREENCHANNELADAPTOR
MIKRON PVC 118' �— 1l8" r J+
t/ts v� No 58201 '�15
35 S•6o45 SO EN ADAPTOR b11KRON PVC � C�, •�*�,�
36 P4278 WSTP„0.2 X1.25''DUS7PLLKi ULTRAFAS ^o.
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM %9; STATE OF t�1S56 �
39 P3302 WSTPSTP,0.330 X 0.187BACK FkNG ULTRAFAB pYG INTERLOCK SNAP/76061 FIXED PNL CLlP-4295 FIXED PNL COVER-1597 REINF.•1775 HIGHRfSE•1737
40 P-4479 WEEP HOLE COVER SULLJVAN PVC 2118' 3'4" 7—
_3
"
-fl �
®33/8'---'�'I ,. �* � 1318" 1316'
413/2015
O srt� ttts' ROLLER TRACK-1930 ,jam-1!16^ `__ LUCAS A.TURNER,P.E.
SILL THRESH COVER-1764 � -, FL PE#56201
PVC SCREEN ADAPTOR-6045 1239 JA13ARA AVE.
PVC WELD SUPPORT-6046 NORTH PORT,FL 34288
718' z,ns• PH.941-380-1574
57l16' C= CLQ 430" 1...._� 2316"
7/1681{ 1"Lt RIPT N:
' �
t i �.
11x2 1114" -z� i rite 3 ' 0 9116" BOM AND EXTRUSIONS
tlt6' 1116" 1118" 1116' 1 DRXWNE'0 ATE:
fie' ADE 06/03/08
PVC SCREEN CHANNEL•6044 PVC TRACK FILLER-6040 FIXED PNL SUPPORT-1722
PVC SCREEN TRACK-6041 uwu�➢' •'
PVC GLAZING BEAD-6037 CWS-298 B
PVC ASTRAGAL-6043 REINF.-1726 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6053-T6 UNLESS OTHERWISE SPECIFIED. SHEET
1:2 40F6
s
c
-- -'- --- ...............
_
TYPICAL HEAD ANCHORAGE (/�^'JQ_(j�j(� //})�f f}f j°�L-/�(�/�
271161,M.IN.- -- - MIN.EDGE DIST. ---1/4"MAX.SHIM ��•T�'U'+�'��/�'
SEE TABLE i
INTERIORMIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
W W W.CWB,cC
SUBSTRATE BY OTHERS• MIN,EMBEDMENT
SEE TABLE 1 SEE TABLE 1 ........ ..............
® I 89w Plvc
SLIDING,GLASS
PERIMETER SEALANT v4"MAX.SHDA
BY NSIDETANDLER CUT I j DOOR-IMPACT
i� 27116'MN. '
1 ; i L
!. a U
INSINTERIOR
EE TABLE
ANCHOR
SEE TABLE i
Y
MIN.EDGE DIST. }
____SEAL.ANTBE7WEEN SEETABLEI m
SILL RISER AND FRAME i U
DYINSTALLER ! I
PERIMETER SEALANT BY INSTALLER :r Vi
INSIDE AND OUT o q
i PERIMETER SEALANTBVIHSTALUER W
SUBSTRATE BY OTHERS
INSIDE AND OUT SEE TABLE i a CLa,
DO NOT COVER LE I
WEEP HOLES B HORI20NTAL SECTIONi
! MIN.EN 'DMENT B TYPICAL JAMB ANCHORAGE a p j
SEE TABLE 1 i ! Wm I
SUBSTRATE BY OTHERS—! ! _ i
SEE TABLE i �—INSTALLATION ANCHOR ' m Q O
i SEE TABLE 1 Z
SEALANT UNDER SCREW i TFREDUPOUGH
WO ANCHORS PER
�+-P7/16'-* - -�I-MIN.EDGE DIST. PRE•DRIIEDHOLES e0�00�IDRE6ysssso
HEAD BY INSTALLER SEE TABLE 1 eoe®¢��,P'GEAI, �L°0of✓a
A VERTICAL SECTION -'1 f'-114'MAX,SHIM
b 7YPICALSILLANCHORAGE �
Jt No &8201 0
! FIXED PANEL S
MIN.EMBEDMENT
!. SEE TABLE i
'41 a STATE OF 8 XV
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL ;p-..L 0 R N'�°�a�b
SUBSTRATE EDIST. 12....... EDGE DIST. °®y�'g�••••.••• is
CRETE(20 KSI MIN.) 3116"RW TAPCON 1" 3' SEE TABLE 1 ®ssppyyro../ay8gd®s
CON m . i' Ix
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3H6"RW TAPCON1" 3' 37 ice„ ❑ 4/3/2015
HOLLOW OR GROUT-FILLED CMU(ASTM"0) VlV'ELCO ULTRACON 1-1/4- 2-112- MAX O.C. LUCAS R.TURNER,P.E
2XM01.SOUTHERN PINE(G=-0.55) 9116"RW TAPCON 1316' 1" FL PE#58201
2XM.W.SOUTHERN PINE(G=0.55) #110 WOOD SCREW 1316° 1' - I1239JASARAAVE. I
16 GAUGE(0.060")MIN,STEEL STUD 410-16 HLR
TI KW04FLEX OR W FULL THREAD FDMD PANEL CLIP III NORTH PORT,FL 34288
(33 KSI YIELD MIN) TEKS SELF-DRILUNG SCREW THRU 0.060" 7116' CLIP ANCHORS MUST PH.841.380.1574
BE LOCATED A MINIMUM © T+EFdtORTWrIDH:
1/8"ALUM.(8063-75 MIN.)OR #10 GRADE 5 SELF TAPPING/ FULL THREAD DISTANCE OF 3"AWAY
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16' FROM ANY MAIN FRAME GENERAL NOTES AND
ANCHOR.
FIXED PANEL CUP ANCHORS INTO: � ELEVATIONS
CONCRETE(20 KSI MIN.)OR 3/16'ITW TAPCON 1" 3" INSTALLATION -....r. ...= - '-" '[)BP DATE:
HOLLOW OR GROUT-FILLED CMU 117 PCF MIN.) ANCHOR(TYPI C HORIZONTAL SECTION ADE WOWS
FIXEDNC PANEL CUP ANCHORS INTO; FIXED PANEL CLIP DETAIL 8 FlXED PANEL ANCHORAGE Dox: """"""' v.:
CONCRETE(285 KSI MIN.}OR 3/16'ELCO ULTRACON 1-]14" 2-1/2"
HOLLOW OR GROUT-FILLED CMU ASTM C-90) I CWS_296 B
NOTE:FIXED PANEL CUP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE,MIN,EMBEDMENT AND RAIN.EDGE DISTANCE LISTED IN TABLE tSHEET
9:2.67 SOFB f