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R. Product Approval Menu>Product or Application Search>Application List>Application Detail
tst d FL# FL11103—R2
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
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@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 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
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL11103 R2 COI EValRen CWS-298B(SGD-8900, IMP).Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/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
https://floridabuilding.org/pr/pi_app dtl.aspx?param=wGEVXQwtDq taGsip3GvutOCRBKBPq°/p2fDPvnFimWAkdS3N3YofrjggAp/o3dp/o3d 1/2
7/412015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/20/2015
Date Validated 04/23/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL11103 R2 II CWS-2986 (SGD-8900. 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: +60/-60 Evaluation Reports
Other: Large Missile, DP = +/- 60 psf, Max. panel size 4'x FL11103 R2 AE DuPont SGP NOA 11-0624 02.odf
8'. Config. include OXXO, OXO,OX,XO. Glass complies to FL11103 R2 AE EvalRep CWS-2988 (SGD-8900. IMP).Ddf
ASTM E1300-04. FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02.1)df
Created by Independent Third Party: Yes
;0 0
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer.Copvrioht 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
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 click here.
Product Approval Accepts:
er i
SCCU rltv."F.I 1'tcs
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGE\/XQwtDgttaGslp3GvLdOCR BKBPq%2fDPvnFim WAkdS3N3YofrjggA%3d%3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 298B
April 18, 2015
roduct Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel
size max.
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 5th Edition (2014) 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-29813, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3506-1 and-lA, 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/I.S.2/A440-2005, 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#11-0624.021
• Requires Quanex (Mikron)white rigid PVC extrusions per NOA#12-1017.02'
'I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs
and find that they comply with the requirements of the 51" 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.
%%%% tAORE by
v t N- 58201 •�: r�
,r * •: _ 4/18/2015
o: = Lucas A. Turner, P.E.
v9 STATE of i4U
0FL PE#58201
'
SLIDING GLASS DOOR - IMPACT GENERAL NOTES:1.
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE.
HURRICANE ZONE(HVHZ)AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
191 1/8" WWW.CWS.CC
48 7/8' MAX UNIT WIDTH 2.GLAZING DETAIL:(SEE SHEET 2)
PA M WIDTH A 3.APPROVED CONFIGURATIONS:•OXXO","OXO","XO","OX" 8900 PVC
4.DESIGN PRESSURES: SLIDING GLASS
GLASS I -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR-IMPACT
96' DLO I TABLES ASTM E-1300-04.
MAX -- -- - - -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
UNIT INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. n c�
HEIGHT
86 3/8'
O X O 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE N o
93 1!2'
MAX B GLASS B DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION DETAIL o o O
PANEL DLO WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Y
HEIGHT CALCULATIONS.
B W f11
6 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE NOT U)
C REQUIRED. m m p
6
LL O (n
7.ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER.VENTS FULLY
WELDED. N Z W
A q W Ix
6 8.SERIES/MODEL DESIGNATION:SGO-8900. a o a~
W H
96. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: a
145 13/16' MAX UNIT WIDTH X=OPERABLE SASH,O=FIXED SASH. o a w
MAX UNIT WIDTH O
48 7/8
NPANER
� 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
DTH I PANEL WIDTH m Q Z
11.EXTERNAL WEEP SLOT=1/4 x 1"LOCATED 4'FROM BOTH ENDS. t'tttnleif��
41 314' 41 3/4" ,`�� -t4ORE W
GLASS-- GLASS ��p`;:'�CEIJg••G�Q
DLO 98" DLO JV;' \- F''•'v�y
MAX _ __ v: No 58201
MAX UNIT
UNIT HEIGHT
HEIGHT w'9
931/2 863/8"O >x< O 931/2 '9 STATE OF 4L':
MAX D GLASS D MAX
DLO E O X E �4
PANEL PANEL ��f'.,C O R 1 UP••\_�`
HEIGHT HEIGHT 86318' NA� ,``
b GLASS a
DLO zz
C 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS MAX. PANEL DESIGN PRESSURE ELEVATIONS
CONFIG. MAX. UNIT SIZE IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....................1 ADE 06/03/08
SECTION VIEWS OXXO&GLAZING DETAIL....2 XO 96'x96" +/-60 PSF LARGE MISSILE IMPACT
DWG 4: REV.:
SECTION VIEWS OXO&XO................................3
EXTRUSIONS&B.O.M.........................................4 " 4 8 718"x 93 " CWS-298 B
ANCHOR SCHEDULE&NOTES............................S1 1/8„ „ SCALE: SHEET
INSTALLATION DETAILS.....................................6 - 1:33.33 1 OF 6
5 18 26 4 3 21 2 0 8 16 33 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
L o
a I I I a 8900 PVC
❑ ❑ SLIDING GLASS
6 a DOOR-IMPACT
o o E
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0 oe o ❑ cv
N Q
O O
}
1 1 30 33 6 4 19 2 9 1 U U Z
m
SECTION B-13 m o
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17�-7 1"OVERALL w a O D_
1 �Dac�El u o a
3/16"TEMPERED w o
r
hT frr 3!8'AIRSPACE p ao w
7/16"LAMINATED GLASS
f 1 4 3116"AN
GLASS m a Z
.090 SENTRY GLASS TONOPLAST INTERLAYER ��� .......
CS .�05 P.•......• r��•,,
8 3116"ANNEALED GLASS Q. . 1G c!J'S ••.�Q��+
n _ 12 PAIR OF ANCHORS AT EACH CLIP. 'zG:' F -✓�
LL's ❑ SEE SHT 6 FOR SPACING v: No 58201 '•�0
n , 3 ."0. STAVE OF :4+
33
13 SURFECTLEX S�E.H. ,i�SS•�O...IKA
13116"GLASS BITE
30 _ 4/3/2015
r-2fr1 13 SECTION C-C LUCAS A.TURNER,P.E.
30 1 FIXED PANEL ATTACHMENT FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
37 114 NOTE: a SHEET DESCRIPTION:
— 10 INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
14 WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SECTION VIEWS-OXXO
ti
AND GLAZING DETAIL
DR
31 9 7 AWN BY: DATE:
1 15 9 ADE 06/03/08
LLL��� DWG#: REV.:
3
1:1.33 CWS-298 B
SCALE: SHEET
1:2.63 2 OF 6
- WIPI\�P1S
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
33 16 8 0 1 3 13 7 4 26 18 25
8900 PVC
CS o o o SLIDING GLASS
J I I DOOR-IMPACT
0 8 O
IIIIIII''''��//JJ'I' no ui
L N Q
III�I` I J I � 0.J 011l 0 0
1
Y
Cr7 W m
m O
LL
1 2 9 35 34 19 4 6 30 1 Z W
m w
"
SECTION D-D a
a o a
w w
w r
8 co
a p
[D Q Z
25 18 26 13 4 7 33 3
N. 58201 ,0
of STATE or
a L� 8 �.FZOFt�?QG�=�
I I 4/3/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
1 1 30 33 6 24 i9 2 NORTH PORT,FL 34288
PH.941-380-1574
SECTION E-E SHEET DESCRIPTION:
SECTION VIEWS-OXO
AND XO/OX
DRAWN BY: DATE:
NOTES; ADE 06/03/08
1.ITEMS NOT SHOWN FOR CLARITY:10,26-32 DWG#: REV.:
2.VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 B
SCALE: SHEET
1:2.63 3 OF 6
PARTS LIST 515/16" -i FRAME CONSTRUCTION
ITEM PART NO DESCRIPTION VENDOR MATERIAL
1 H-6042 FRAME,MAIN,SGD MIKRON PVC 1 5/8' �---
2 S-6040 THRESHOLD/FILLER, SGD MIKRON PVC O 1 WII�IDC•VV SYSTEPNS
3 S-1722 SUPPORT BLOCK,FIXED,SGD KEYMARK ALUM 24
1900 SW 44TH AVE.
1 7/8' 2 11!16' OCALA,FLORIDA 34474
4 H-6059 PANEL TOP/BOTTOM RAIL, SGD MIKRON PVC 1/8" t/g" WWW.CWS.CC
5 H-6059 PANEL SIDE RAIL,SGD MIKRON PVC ��(-'�?r��-�1�❑I-"�Q
6 H-6033 PANEL,INTERLOCK,FIXED MIKRON PVC
7 H-6060 JPANEL,INTERLOCK,OPERABLE MIKRON PVC PVC OUTER FRAME-6042 REINF.-1993 8900 PVC
8 H-6061 INTERLOCK,SNAP-ON MIKRON PVC
9 H-6043 ASTRAGAL,SGD, MIKRON PVC SLIDING GLASS
10 P-3142 ROLLER,TANDEM SULLIVAN STEEL 1 7/8�{ 1 718 -{ 1 7/8— -{ FRAME CORNERS DOOR-IMPACT
11 P-3342 SEAM SEALER,SM-5504 SCHNEE I I I SCREWED TOGETHER
1:10
12 P-3039 SET.BLOCK,85 DUR.1/8"X7/8"X2" FRANK LOWE RUBBER
13 P-3438 SIKAFLEX552 OR PURFECT GLAZE"H" SIKA/HENKEL 4 6 VENT CONSTRUCTION
14 P-3429 WSTP.,0.270 X.187,BACK FINSEAL ULTRAFAS 7 5 N FL
15 P-3539 #8 X 314"QUAD PHILIPS,TEK FASTENAL ZJNC o o p
16 P-3557 #10 x 2,HEXHEAD,TEK FASTENAL ZJNC 3 9/16' 3 9/16' 3 9116" y
17 P-3752 CAP PLUG,112•HOLE M&M NYLON 1/8' w m
18 P-3767 #10 XV HEX WASHER HEAD,TEK FASTENAL ZINC
19 P-3789 LOCK&HANDLE KIT,PVC,SGD AMESBURY STEEL 118" �I U)
20 P-3792 3/4"KEEPER AMESBURY SS 1/8 m m 0
21 P-3793 MORTISE LOCK HS&D SSL �* �
22 P-4136 #10 x 2,PAN HEAD PHIL,SMS FASTENAL STEEL n w Z >
PVC PNL INTERLOCK-6060 PVC PNL LOCKSTILE-6059 PVC PNL INTERLOCK-6033 VENTS FULLY WELDED o Of
23 S-1775 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM 1:10 w a F-
24 H-1993 REINFORCEMENT,ALUM.,PANEL KEYMARK ALUM o O a
25 P-4295 FRED PANEL CLIP KEYMARK ALUM w w
26 S-1597 COVER,FIXED PANEL CLIP KEYMARK ALUM 11/16' r o o w
27 S-1930 PANEL TRACK,ALUMINUM,SGD,SILL KEYMARK ALUM 1/2' 2" 2 1/16' 0 D
28 S-1726 REINFORCEMENT,ASTRAGAL,SGD KEYMARK ALUM 1 518--{
9 m Q C
29 S-1737 HIGHRISE SILL,ALUMINUM KEYMARK ALUM 8 5 Z
30 5037 GLAZING BEAD 1.00",SGD MIKRON PVC 26 3 `1i1t1t1efr"r
31 S-6041 TRACK,SCREEN,SGD MIKRON PVC 213116' .``� taOREH' rr',
32 S-6046 SUPPORT WELD,SGD MIKRON PVC �` 5P''GEFd' r{��4
3 3116' 1/16• 3 1/16" 2 5/B' 1 15116" _ 1/16' ;VP:�\ SF•.'piw
33 GLASS(SEE SHEET 2) I
34 H-6044 SCREEN CHANNEL MIKRON PVC 118 t1116' L 118 No 582D1 -P
35 S-6045 SCREEEN ADAPTOR MIKRON PVC t; * ?
36 P-4278 WSTP.,0.2"X 1.25"DUST PLUG ULTRAFAS
37 S-1764 SILL THRESHOLD COVER(8900) KEYMARK ALUM 9=• STATE GF .Z."+
38 P-4366 WSTP.,1-X 7.1"X0.7"DUST PLUG ULTRAFAB PVC INTERLOCK SNAP-6061 FIXED PNL CLIP-4295 FIXED PNL COVER-1597 REINF.-1775 HIGHRISE-1737 �,O.(%'.A- 0 A
40 P-4479 WEEP HOLE COVER BACK FIN SULLIVAN PVC AB 2 11/16'� 21/8" 3/774'' 2 44NA 11�?
37 1/16' i 32 Z�.
33/8'—� 1 3/8• 27 I ———
I-----�-5/8" 112' 35 13116'
��o—� I I .� I 1/16• .�_ 13/a' 4!3!2015
9 28 3/L 1116' .L ROLLER TRACK-1930 I 1116' _ __ LUCAFL PE#58201 R,P.E.
SILL THRESH COVER-1764 L 1239 JABARA AVE.
PVC SCREEN ADAPTOR-6045 NORTH PORT,FL 34288
PVC WELD SUPPORT-6046 PH.941-380-1574
718• 2 1116'
—2 3/16' SHEET DESCRIPTION:
51/16"OD C�� 43/8' 118" 7/16' � 5!8'
z 1 tla 3 BOM AND EXTRUSIONS
1112' � 30 9/16'
1 1/4'
I 1 118' 31 DRAWN BY: DATE:
1116" I tlt6' 1116"
118" FIXED PNL SUPPORT-1722 1/t6' ADE 06/03/08
PVC SCREEN CHANNEL-6044 PVC TRACK FILLER-6040 PVC SCREEN TRACK-6041 DWG z: REV.:
LI I oogao CWS-298 B
PVC ASTRAGAL-6043 REINF.-1726
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. PVC GLAZING BEAD-6037 SCALE: SHEET
1:2 40F6
—I— L 8'(TYP)
6'MAX.
I (TYP)Ax o.c. I 4•(TYP) I 1WI0
SW DOW44TH
AVE.
ts L�
OCALA,FLORIDA 34474
W W W.CW S.CC
6"MAX.
(TMP) ,a'MAx.o.c. 8900 PVC
(TYP) SLIDING GLASS
DOOR-IMPACT
to N
Z;l
n o ui
N r F
O O
Y
w }
W m
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N Z >
w
W W
a a o_
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a a w
m ¢ Z
Gp5•�C'c IVs LQ':
No 58201 '�rS
ANCHOR LAYOUT
NOTES: -v' -dZ"
:9 , STATE OF
1.INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. '!0'�•'•:;
4 FS •0 R I Ca?
2.SHIM AS REQ'OAT 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 NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE T BL 1 SHE T 4/3/2015
�'�
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 BE LUCAS A.TURNER,P.E.
PROTECTED TO PREVENT REACTION.
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 6. NORTH PORT,FL 34288
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. INSTALLATIONS SHEET DESCRIPTION:
TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS ANCHOR SCHEDULE AND
BETWEEN THE PRODUCT AND SUBSTRATE.
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY,1"FOR WOOD AND METAL. 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 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. 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-298 B
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA200(FLANGE WINDOWS),FMANVDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS). SCALE: SHEET
120 5 OF 6
TYPICAL HEAD ANCHORAGE
2 7116'MIN. MIN.EDGE DIST. 114"MAX.SHIM
SEE TABLE I WIPIDOW SYSTEMS
INTERIOR MIN.EMBEDMENT 1900 SW 44TH AVE.
SEE TABLE 1 OCALA,FLORIDA 34474
www.cws.cc
SUBSTRATE BY OTHERS MIN.EMBEDMENT
SEE TABLE 1 SEE TABLE 1
—1�I''I 8900 PVC
PERIMETER SEALANT 114'MAX
U O� L�6CI SLIDING GLASS
BY INSTALLER Q .SHIM
DOOR-IMPACT
INS DE AND OUT � � � 2 7116"MIN.
h O W
N r F
INTERIOR 0 0 0
INSTALLATION ANCHOR
SEE TABLE 1
MIN.EDGE DIST.SEE TABLE 1 W a}0
SEALANT BETWEEN (p
SILL RISER AND FRAME JJJ O v Z
�( BY INSTALLER m m O
u (A
o
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT N N Z >
PERIMETER SEALANT OO f•4� SUBSTRATE BY OTHERS w O D_
BY INSTALLERUU SEE TABLE 1 a a I,INSIDE AND OUT O_
DONOT COVER /—B'\ w E
WEEP HOLES / � HORIZONTAL SECTION F I- U
MIN.EMBEDMENT 6 TYPICAL JAMB ANCHORAGE o o w
SEE TABLE 1 % ❑
SUBSTRATE BY OTHERS
SEE TABLE 1 INSTALLATION ANCHOR
SEE TABLE 1 m Q Z
TWO ANCHORS PER aaa�an��ltiii
SEALANT UNDER SCREW 2 7/16" MIEDGE DIST. FIXED CLIP THROUGH
N. aaa H i��
HEAD BY INSTALLER MIN. SEE TABLE 1 PRE-DRILLED HOLES ��,aQy P• OE N S'rGQ�,
i
VERTICAL SECTION 1/4"MAX.SHIM : V ' �' F '••�'
6 TYPICAL SILL ANCHORAGE FIXED PANEL v:• No 5820'1 •�?S
MIN.EMBEDMENT
SEE TABLE T —Z-U:
"z
STATE OF 1l4rZ
7:
TABLE 1:APPROVED INSTALLATION FASTENERS FIXED PANEL �O��t`',<O R IC;P'•NEDGE DIST.
=�
SUBSTRATETYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. 12" SEETABLEI ''Siy'ON A, aa'
CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 3" y�
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1-3/4" 1" ❑ /—
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 3" 4/3/2015
17 7/8"
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4' 2-1/2" MAX.O.C. LUCAS A.TURNER,P.E.
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 1' FL PE#58201
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 1" 1239 JABARA AVE.
NORTH PORT,FL 34288
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD FIXED PANEL CLIP PH.941-380-1574
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116" CLIP ANCHORS MUST
BE LOCATED A MINIMUM SHEET DESCRIPTION:
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD (STANCE OF 3'AWAY
1/8'STEEL(33 KSI MIN.) DRILLING SCREW 'fHRU 0.125" 7116" FROM ANY MAIN FRAME GENERAL NOTES AND
NCHOR. 4 ELEVATIONS
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE(2.0 KSI MIN.)OR 3/16"ITW TAPCON V. 3" INSTALLATION L DRAWN BY: DATE:
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) NCHOR(TYP) ^ ADE 06/03/08
/ �, T HORIZONTAL SECTION
FOLD PANEL CLIP ANCHORS INTO: FIXED PANEL CLIP DETAIL 6 FIXED PANEL ANCHORAGE DWG# REV.:
CONCRETE(2.85 KSI MIN.)OR F3116- CO ULTRACON 1-1/4" 2-1/2" CWS-298 B
HOLLOW OR GROUT-FILLED CMU(ASTM C-90) SCALE: 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. 1:2.67 6 OF 6