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*USER:Product ApprovalProfessional Public User
Regulation RECEIV-'D MAR 4 7917
t Product Approval Menu>Product or Application Search>Application List>Application Detail r
FL# FL14848-R1
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Michael La Fevre
mlafevre5l@gmail.com
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352 t 221
ompson@cws.cc
Category LSliding
ors
Subcategory rior Door Assemblies
Compliance Method Report from a_F1 egistered Architect or a Licensed
r
eport-Hardcopy Received
Florida Engineer or Architect Name who developed Lucas 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
Validation Checklist- Hardcopy Received
Certificate of Independence FL14848 RI COI EvalRep CWS-642A (SGD-8940 XXXX 70 DP IMP)..pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A-440 2005
ASTM E 1300 2004
ASTM E 1886 2002
ASTM E 1996 2002
PA TAS/201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/12/2011
Date Validated 12/16/2011
Date Pending FBC Approval 12/20/2011
Date Approved 01/31/2012
Summary of Products
FL# Model,Number or Name Description
14848.1 SGD-8940 SGD-8940, OX or XO,Impact Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14848 R1 II CWS-687(SGD-8940. OX. 120 DP, IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +120/-120 Evaluation Reports
Oth • Large Missile, Max. panel size 4'x 8', DP= +/-120 FL14848 R1 AE DuPont SGP NOA 11-0624 02.Ddf
FL14848 111 AE Eva1ReD CWS-687(SGD-8940, OX, 120 DP,
IMP). df
FL14848 R1 AE Mikron NOA 11-0830 09.pdf
Created by Independent Third Party: Yes
14848.2 SGD-8940, Multi Track,Impact. SGD-8940, Multi Track, Sliding Glass Door, Impact.
Limits o Use Installation Instructions
App ed for use in HVHZ:Yes FL14848 R1 II CWS-642A(SGD-8940. XXXX. 70 DP,
Ap caved for use outside HVHZ:Yes IMP). df
pact Resistant:Yes Verified By: Lucas Turner 58201
Design Pressure: +70/-70 Created by Independent Third Party:Yes
Other:Large Missile,Max. Panel 4'x 8',Multi Track Evaluation Reports
configurations (see installation drawings), DP+/-70 psf. FL14848 RI AE DuPont SGP NOA 11-0624 02.pdf
FL14848 R1 AE EvalRen CWS-642A(SGD-8940 XXXX, 70
DP, IMP).Ddf
FL14848 R1 AE Mikron NOA 11-0830 09.pdf
Created by Independent Third Party: Yes
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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 click here.
Product Approval Accepts:
M1� tCha ral
sccurityaurrauc;
SLIDING GLASS DOOR- LARGE MISSILE IMPACT IMPACT REQUIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT EDITION.
2.GLAZING DETAIL:(SEE SHEET 4)
199" FRAME W IDTH -
3.EXAMPLE CONFIGURATIONS INCLUDE BUT ARE NOT LIMITED TO ONES SHOWN
48 5/8" MAX 48 5/8" MAX ON SEE SHEET 2.
PANEL WIDTH PANEL WIDTH 4.DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E-1300.
415/8" -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
A GLASS DLO INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300.
———— ——— ———————— ———————— ——————— 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT. SEE SHEETS 9-11 FOR INSTALLATION DETAIL,WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
AX 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.
UNIT
HEIGHT 7,ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.PVC VENTS FULLY
WELDED.
B I i B 8.REFERENCE TEST REPORTS:NCTL-210.3734-1,1A
9.SERIES/MODEL DESIGNATION SGD-8940.
931/2" MAX I I 861/2"
GLASS DLO 10.1 x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED
PANEL
HEIGHT I TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE,BUCK OR FRAMING IS
RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD.
11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE
I SASH,O=FIXED SASH.P-POCKET/HOOKSTRIP.
I i 12.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
A (4)PANELS SHOWN,UNLIMITED NUMBER OF PANELS IS ALLOWABLE AS LONG AS
INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN.
DESIGN PRESSURE RATING
±70
LUCAS A.TURNER,FLRE.58201 A UPDATED PER 2010 FBC 11/11/2011
10R S
..W
TABLE OF CONTENTS
JG�'V F'•,2�� WWDOWS&DOORS
GENERAL NOTES&ELEVATIONS.................1 Q-4: No 58201 1900 SW 44TH AVE.
CONFIGURATIONS.........................................2 *t t*_ OCALA,FLORIDA 34474
ANCHOR SCHEDULE AND NOTES................3 * TITLE:
GLAZING:.........................................................4 Lucas A.Tumer,P.E. 2011-12-14 18:13-05:00 ^b :jr GENERAL NOTES&ELEVATIONS-IMPACT
SECTIONVIEWS.............................................5 z %9 STA7E OF :4/''
r SERIES: DRAWN BY: DATE:
BOM.................................................................6 i0t�'. o W� 8940 ADE 11/11/2011
PROPRIETARY AND CONFIDENTIAL 12/14/11
EXTRUSIONS.................................................7 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '��i�s'C ...... ��2� MODEL• GALE' NTS DWG. CWS-642
TRACK LAYOUTS...........................................8 WINDOW SYSTEMS.INC.ANY REPRODUCTION IN PART OR ASAWHOLE WITHOUT THE ���.5/ONA4�?��� SLIDING GLASS DOOR
INSTALLATION DETAILS............................9-11 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS,INC.IS PROHIBITED. ��lITllllllts EV.LETTER: A SHEET: 1OF11
EXTRA ANCHORS REQUIRED IN WOOD EXTRA ANCHORS REQUIRED IN
INSTALLATION AT CENTERLINE OF VERTICAL. FU(ED PANEL CLIP WOOD INSTALLATION AT
(SEE NOTE#5) ANCHORS CENTERLINE OF VERTICAL.
MAXMIDSPAN (SEE NOTE#5)
6°MAX(TYP) 3' MO.C.
INSTALLATION ANCHORS(TYP) 3• 3" �--}--6'MAX(TYP) 6"MAX(TYP) 1..-.
SEE PAGES 9.11 FOR LOCATION
IN FRAME 6'MAX(TYP)
MAX(TYP)
(FIXED P
CLIANEL
I � CLIP)
18" • I I I 18" 17 7/8'I MAX
MAX O.C.(TYP) MAX O.C.(TYP)
MAX O.C.(TYP) 1
C
• II 9
HOOK STRIP I I I CENTERLINE OF CLIP 10
ANCHORS li I
SEE PAGE 120
I I SEE NOTE 2 ^
FORANC
G
POSITIONS R I I I 11
s
10 I I I
II I
12'
11 11 9 10
CHOR LAYOUT
NOTES:
1.INSTALL TWO ANCHORS AT EACH INSTALLATION NCOR SPACING SAME A
2.SHIM AS REQ'D 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.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.1/4"DIA.ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR HRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE
ACHIEVED IN ANY DIRECTION.A MINIMUM CENTER TO CENTER DISTANCE OF 2 7/16"SHALL BE ACHIEVED.
5.#12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 1"SHALL BE ACHIEVED IN ANY DIRECTION.
6.ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. LUCAS A.TURNER,FLP.E.68201 A UPDATED PER 2010 FBC 11/11/2011
7. STALLATION ANCHORS SHALL BE IN ACCORDANCE BE ED IN SUBSTRATES WITH STRENGTHSL SS THAN THE MINIMUM STRENGTH SPECIFIED BELOW ITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL ��y�P1y0E NW f
NOT SRS
8.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: `�JVP •tip SF• ✓� 1VRJDo ORS
A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) : ND 58201 r 1900 SW 44TH AVE.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * * ;* OCALA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER), c ITLE:
ANCHOR SCHEDULE 8 NOTES-IMPACT
9..SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE STATE OF :w:
SERIES: DRAWN BY: DATE:
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT �:Oc •,� p Zip` 8940 ADE 11/11!2011
VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION CONTAINED IN THIS S THE SOLE PROPERTY/OF CUSTOM ��'IFS• O R 5 V.:��,�� MODEL! SCALE: NTS DWG.NO,; CWS-642
FMAIAAMAIDO(FINWINDOWS),FMAIAAMA200(FLANGEWINDOWS), WRITTNPERTMI3510NOFCUSTOMWINDOIWSYS7EMS,NC.SAWHOLE SPROHIBITED.OUTTHE ''i��S�ONp�1E?��� SLIDING GLASS DOOR EV.LETTER: A SHEET; 30F11
FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS).
M4_MAX SHIM IS] 1 I/4"MIN.
2 7/16"MIN.ANCHOR SPACING. EMBEDMENT[Cl;
W/ALL FRAME MEMBERS.[Cj
PERIMETER SEALANT
INSTALLATION ANCHOR,
BY INSTALLER. 1 BY WOOD BUCK
RJ/2'MIN. 1/4"DIA.MASONRY ANCHOR. BY OTHERS.[A] "
EDGE DIST.(C] WITH WASHER.[C) CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT D
SEALANT BETWEEN BUCK AROUND PERIMETER AT ALL INDICATED
AND OPENING BY OTHERS POINTS BETWEEN FRAME AND BUCK p a
D BY INSTALLER.N. INTERIOR $ ' —CONCRETEIMASONRY
0 o P Do G�c P °D po .P EMBE MIENT101 a BY OTHERS
0 o p Dp
p> '
,D D INSTALLATION
,y'oo o p D D oD CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT p� > ANCHOR,1/4"DIA.
EXTERIOR FINISH p p> C
BY OTHERS °'aO'° 51 AROUND PERIMETER AT ALL INDICATED MASONRY ANCHOR
9 wB POINTS BETWEEN FRAME AND BUCK 1 7 D I )
°o m" BY INSTALLER. ILS) p o C
CONCRETE/MASONRY SEALANT BETWEEN
O ❑C�� ❑ BY OTHERS D BUCK AND OPENING
114 MAX SHIM[B] D D BY OTHERS
PERIMETER SEALANT 11/4_MIN. 1/4"MAX.SHIM(B] p p
BYINSTALLER �] EMBEDMENT[C] D D 21L2=MIN,
IlJ{ PERIMETER SEALANT INSTALLATION ANCHOR, b�0 0 D EDGE DIST.[C]
[[[]]] BY INSTALLER. 1l4"MASONRY ANCHOR
2JM MIN. W/WASHER,(C]
—!I
1 BY WOOD BUCK EDGE DIST.(C) BYRINSTAL ER SEALANT o
FRAME OTHERS.EM r 21/2"MIN. o•
FRAME MEMBERS � d d o• o°°o°
MUST BE FULLY Q � EDGE DIST.IC] Q.n o. o, o
SUPPORTED.(A) O e d a - 11/4"MIN :QD�O• 00000
Q EMBEDMENT[C)
EXTERIOR FINISH
o O O'00 O FERENCE
0 °O O
INTERIOR 91 HOOK STRIP
EXTERIOR FINISH)
BY OTHERS SHIM AS REQUIRED TO
MEET INTEON
RIOR C HORAM
SEALANT UNDER SCREW —_-� CK FACE. 9 FRAM (MASONRY)
CONTINUOUS DOUBLE 3/16"BEADS OF SEALANT HEAD BY INSTALLER
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
SILL RISER
Z6 CTION ES:
BEAD OF SEALANT BETWEEN MASONRY) [A]SEE NOTE 10,SHT 1
SILL RISER AND FRAME 00 [B]SEE NOTE 20,SHT 3
BY INSTALLER [C]SEE NOTE 4,SHT 3
(D]SEE NOTE 5,SHT 3
INSTALLATION ANCHOR,
1/4'DIA.MASONRY ANCHOR
W/WASHER.IC]
t PERIMETER SEALANT PERIMETER SEALANT
BY INSTALLERISI BY INSTALLER.
❑� O Q � u LUCASA.TURNER,FLP.E.56201 A UPDATED PER 2010 FBC 11/11/2011
CONCRETE/MASONRY %0''IAOREIIJ, '14
BY OTHERS �%%C,P TG .
p p. :•�cEtis••.'P
. V F••.2 1vTItDows a DOORS
v N. No 58201 :��: 1900 SW 44TH AVE.
EDGE DIST.[C) EMBEDMENT MI ENT(C] * f- OCALA,FLORIDA 34474
o; * ¢ TITLE: INSTALL DETAIL IN 1 BY BUCK-2 TRACK IMPACT
�� :'P' STATE OF l 4U
e VERTICALSECTION ,O'•, lV,Z SERIES: DRAWN BY: DATE:
T•.F P'•2.` 8940 ADE 11/11/2011
9 FRAME(MASONRY) PROPRIETARY AND CONFIDENTIAL 12/14/1,1 �� ( t� \
THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �i�tS•''0R1 ,.•'�% MODEL: CALF: NTS DWG.NO,: CWS-642
WINDOW SYSTEMS.INC.WRRTEN PERMISSIONOANY STOM WMDOIW SYSTEM9,OINC.SS PROH BRED.OUT THE ''IyS�ONA;�?,�� SLIDING GLASS DOOR LETTER: A SHEET: 9 OF 11