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Product Approval Menu>Product or Application Search>Application Ust>Application History>Application Detail R
9
FL# FL20838-RO
�
Application Type New
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenup
Ocala,FL 39474
(352)368-6922 Ext 255
sbrooks@cws.cc
Authorized Signature Stephen Brooks
sbrooks@cws.cc
Technical Representative Stephen Brooks
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 255
sbrooks@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 I
Subcategory Sliding Exterior Door Assemblies
9
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M.Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E 1886 2005
ASTM E 1996 2009
TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 07/13/2016
Date Validated 07/13/2016
Date Pending FBC Approval
Date Approved 07/17/2016
Date Revised 11/08/2016
Summary of Products
.I
FL# Model,Number or Name Description
20838.1 SGD 8800 Sliding Glass Door•8800 Series-4'X 8'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 RO C CAC 138-1394CAR.pdf
Approved for use outside HVHZ:Yes FL20838 RO C CAC 138-1395CAR.pdf
Impact Resistant:Yes FL20838 RO C CAC 138-1397CAR.pddf
Design Pressure:N/A FL20838 RO C CAC 138-1398CAR.pdf
Other:Impact vinyl slidinglass door with light FL20838 RO C CAC 138-569CAR.df
reinforcement,standard sill riser,and annealed laminated FL20838 RO C CAC 138-570CAR.odf
glass to+/-DP50. Design pressure+/-65 with light Quality Assurance Contract Expiration Date
reinforcement,standard sill riser,&heat strengthened 04/18/2020
laminated glass. Installation Instructions
FL20838 RO II CWS-1150.pdf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluatioq Reports
FL20838 RO AE' EvalReport1150.pdf
Created by Independent Third Party:Yes
i
20838.2 SGD 8800 Sliding Glass Door 8800 Series-5'X 8'Panels
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL20838 RO C CAC 138-1601CAR.pddf
Approved for use outside HVHZ:Yes FL20838 RO C CAC 138-1602CAR.odf
Impact Resistant:Yes FL20838 RO C CAC 138-571CAR.odf
Design Pressure;+80/-80 Quality Assurancel Contract Expiration Date
Other:Impact vinyl sliding glass door with heavy 04/22/2020
reinforcement and high sill riser to+%-DP80. Installation Instructions
FL20838 RO II CWS-1151.Ddf
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Eva luatioq Reports
FL20838 f20 AE EvalReport1151.pdf
Created by Independent Third Party: Yes
20838.3 SGD 8800 Sliding Glags Door 8800 Series-4'X 10'Panels
Limits of Use Certificatipn Ageni Certificate
Approved for use in HVHZ:Yes FL20838 RO C CAC 138-1604CAR.odf
Approved for use outside HVHZ:Yes FL20838 RO C CAC 138-1605CAR.pdf
Impact Resistant:Yes FL20838 RO C'CAC 138-572CAR.odf
Design Pressure:+65/-65 Quality Assurance Contract Expiration Date
Other:Impact vinyl sliding glass door with heavy 04/22/2020
reinforcement and standard sill riser to+/-DP65. (Limited to Installation Instril ctions
4 Panel Configurations) FL20838 RO II CWS-1152.p_df
Verified By: Lucas Turner FL PE 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL20838 kO AE EvalRep_ort1152.0
Created by Independent Third Party:Yes
Contact Us::2601 Blair stone Road.Tallahassee FL 3239 Phone:850-487-1824
The State of Florida Is an AA/EE.Q employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
i I
Docunent Title: Doc No: FIRM 81.43
Impact Performance Rev No: i4 Page., 1 of 1
KEYSTONjel Certification
CCIiTPICATONS•INC.
U Authorization Report
Required By: PRO B1-03 J
d
CAR& Product ID Number: 138 - 570
Issue Date: 6/24/2016
Revision Date: 6/24/2016
Expiration Date: 4/18/2020
Company Code: 138
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of''the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www.keystonecerts.com.
Licensee Information: Product Information:
Custom Window Systems, Inc Model: SGD 8800 Impact Sliding Patio Door
1900 SW 44th Avenue Operator Type: SD !�
Ocala FL 34474 Config: All/Ast/SR, GS-7/16" HS'Lami Mono or IG
Max Width: 288
Max Height: 96
Corresponding Structural CAR's: 1138-1397.0
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-09 Missile Level D,Wind Zone 4, DP +/-65, 288x96 XXXXXXP
Qualifying Test Information:
Test ReportNo: ATI-F1575.05/.06/.08/.09/.10/.11-401-44
Test Report Expiration: 4/18/2020
Authorized Signature: Keystone Certifications, Inc.!
2� 6.��.27 564 Old York Road, Suite 5
Etters, Pennsylvania 17319
;Phone: 717-932-8500
07:+49: 8 -04'00'
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
Docunent Title: Doc No: FIRM B1-43
Impact Performance Rev No: 4 Pam: 1 of: 1
EYSTONJ[ l Certification
C¢RTPI CATIONff3.INC.
�J Authorization Report
Required By: PRO B1-03
CAR& Product ID Number: 138 - 569
Issue Date: 6/24/2016
Revision Date: 6/24/2016
Expiration Date: 5/11/2020
Company Code: 138
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
I
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
t icensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing suchl!a certification label shall'b,e
considered certified. The information in this report can be verified atwww.keystonecerts.com.
Licensee Information: Product Information:
I
Custom Window Systems, Inc Model: SGD 8800 Impact Sliding Patio Door
1900 SW 44th Avenue Operator Type: SD
Ocala FL 34474 Config: All/Ast/SR, GS-7/16"Ann1 Lami Mono or IG
Max Width: 288
Max Height: 96
Corresponding Structural CARs: 138 -1394.0
I
Referenced Standard: Product Rating:
ASTM E1886-05/E1996-09 Missile Level D, Wind Zone 4, DP +/-50, 288x96 XXXXXXP
i
Qualifying Test Information:
Test Report No: ATI-F1575.05/.06/.08/.09/.10/.11-401-44
Test Report Expiration: 5/11/2020
I
Authorized Signature: Keystone Certifications, Inc.
20 6.6.27 564 Old York Road, Suite 5
Etters, Pennsylvania 17319
07:47:06 -04'00' 'Phone 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONEC ERTS.COM
I
- GENERAL NOTES:
SLIDING GLASS DOOR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND WINDOW WINDOW SYSTEMS
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING 1900 SW 44TH AVE.,
CODE(FBC),CURRENT EDITION AND IS RATED FOR USE IN THE OCALA,FLORIDA 34474
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WNW.CWS.CC
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN
_ ASTM E 1996 PER THE FBC.
185 "4 PANEL WIDTH 8800 PVC
- 2.GLAZING OPTIONS:(SEE SHEET 3)
4�„ SLIDING GLASS
16 3.APPROVED CONFIGURATIONS INCLUDE BUT ARE NOT DOOR-IMPACT
MAX.PANEL WIDTH LIMITED TO:
A POCKET "XO" "OX" "XX""OXO„ "XXX„ "OXXO" "XXX)C
"PX" "PXX" "PXXX""PXXXX" "PXXP" "PXXXXP" "PXXXXXXP", m
2 TRACK,3 TRACK,4 TRACK
I 40�"GLASS DLO - - II -
4.DESIGN PRESSURE RATING:
II -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE >
II AND GLASS TABLES ASTM E-1300-04. m m
96" I II -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE, 0 Z
MAX. _ WATER INFILTRATION TEST PRESSURE AND GLASS TABLES I.L. 0
UNIT B I II C B ASTM E-1300-04. cn
HEIGHT I II 11 W •• j
I II B 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN a O
93j' I �/ II I 11 USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 10-11 m
MAX. I X X II X /� I F FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 U
W PANEL II 12 WAS USED FOR WOOD ANCHOR CALCULATIONS. Wm
HEIGHT Cl W
I II G 6.PRODUCT APPROVED FOR IMPACT USE. SHUTTERS ARE NOT
840,, II 12 REQUIRED. 0
GLASS II z
DLO II 7.ALL FRAMES ARE PROCESSED AND SCREWED
II TOGETHER.VENTS ARE PROCESSED AND THERMAL WELDED
I
I III TOGETHER. ��GENSFGQy�
II 8.SERIES/MODEL DESIGNATION SGD-8800. v tNo 58201 t�'1
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
E D A A X=OPERABLE SASH,0=FIXED SASH,P=POCKET/HOOKSTRIP �9O. STATE OF :�W
12 12 11 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS INA �i�S O.. .
SIMILAR LOCATION.
11.WEEP SLOTS=1/2"x 1"LOCATED @ BOTH ENDS.
11/21/2016
LUCKS A. LUCAS A.TURNER,P.E.
FL PE#58201
Turner 1239 JABARA AVE.
2016-11-21 NORTH PORT,FL 34288
10:37+19:00 PH.941-380-'1574
TABLE OF CONTENTS. SHEET DESCRIPTION:
GENERAL NOTES&ELEVATIONS....1 DESIGN PRESSURE GLASS TYPE GENERAL NOTES AND
SECTION VIEWS.................................2 MAX.PANEL SIZE RATING (SEE SHT 4) IMPACT RATING ELEVATIONS
BOM&GLAZING DETAIL....................3
DRAWN BY: DATE:
EXTRUSIONS...................................4-5 +/-50 PSF A LARGE MISSILE BLZ
TRACKWIDTHS..................................6 48-15/16"x93-3/8" +/-65 PSF B IMPACT DWG#: REV.:05/06/16
ANCHOR SCHEDULE&NOTES........7
ANCHOR PATTERNS......................S-9 CWS-1150 1
INSTALLATION DETAILS.............10-11 •(4)PANELS SHOWN;HVHZ LIMITED TO MAX.(9)PANELS. OUTSIDE HVHZ,UNLIMITED NUMBER SCALE: SHEET
OF PANELS IS ALLOWABLE AS LONG AS INDIVIDUAL PANELS DO NOT EXCEED PANEL SIZE AS SHOWN. 1:30 1 OF 11
41 28 11
40
6 WINDOW SYSTEMS
35 14 1900 SW 44TH AVE.
12 34 34 �� OCALA,FLORIDA 34474
60 35 q o O P WJINV.CWS.CC
14 10 ❑ ❑ a
0 39 29 28 56 23 d d 8800 PVC
a a o P 34 14 SLIDING GLASS
❑ ❑ ❑ ❑ Da 39 DOOR-IMPACT
30 d d
e� 19,20,21,58
P 34 O ao w
36 14 ¢Q
13 13 � 15
❑ d d
EIT
@$ 19,20,21tr,58 1P m m
U 33 16 34 14 �u 0 Z
36 SECTION VIEW B-B 6 z O
13 Lo
w
66 3s a¢ F
(�� U) a
6 Bio °c O a O(]o LJ� o
pp ¢ o
,2 CI a O
`%uuurrrp
,, z
38 IL"JI 59 13 :�,Q�?PGENS
q o t No 58201 '�-
=*:
16 v: ;¢_
❑ '9=. STATE OF :L,
...
FIXED PANEL
33 ATTACHMENT
If�
❑ ❑ o
36
11/21/2016
32 17 LUCAS A.TURNER,P.E.
8 FL PE#58201
1239 JABARA AVE.
23 NORTH PORT,FL 34288
63 PH,941-380-1574
1 II 0 SHEET DESCRIPTION:
3 �190� ���� °�� rmcao SECTION VIEWS
67
39 27 ALTERNATE SILL RISER VIEW DRAW BY: DATE:
SECTION VIEW A-A LIMITED TO+65 BLZ 05/06/16
NO SILL RISER DWG REV.:
NOTES: CWS-1150 1
ITEMS NOT SHOWN FOR CLARITY: 1)INSTALLATION W/NO SILL RISER ALLOWED TO THE FULL DP'S INDICATED ABOVE,IN LOCATIONS WHERE WATER INFILTRATION RESISTANCE
20,24-26,31,55-58,61-62,64-66 IS NOT REQUIRED,SUCH AS BUT NOT LIMITED TO LOCATIONS WHERE AN OVER HANG IS PRESENT THAT IS AS WIDE AS THE WALL IS TALL, SCAL : SHEET
1:3 2 OF 11
PARTS LIST PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL ITEM PART# DESCRIPTION VENDOR MATERIAL �j7/J(�ajJ}) •
1 GLASS SEE THIS SHEET 51 S-2058 Screen,3-Track Sill Ke mark Aluminum WINDOW SYSTEMS
2 H•6161 2-Track Sill Vision PVC 52 S-2059 Screen,Snap Corer Ke mark Aluminum 1900 SW 44TH AVE.
3 1.6163 3-Track Sill Vision PVC 53 S-2070 Screen,Interlock Profile Aluminum OCALA,FLORIDA 34474
4 1.6165 4-Track Sill Vision PVC 54 P-5477 Block,Anti-Lift Lawrence Nylon WWWCWS.CC
5 K6160 2-Track Head/Jamb Vision PVC 55 P-5559 Screw,#14 x 4"PH PN SMS Fastenal Steel
6 H-6162 3-Track Head/Jamb Vision PVC 56 P-4269 Screw,#8 x 1"PH PN Tek Fastenal Steel ` 8800 PVC
7 1 H•6164 4-Track Head/Jamb Vision PVC 57 P-3556 Screw,#8 x 2.5"PH FL Tek Fastenal Steel
8 S-2064 Roller Track Insert Ke mark Aluminum 58 P-4962 Screw,#8 x 3"PH FL Tek Fastenal Steel 25 SLIDING GLASS
9 1 S-6171 Corer,Sill Track Vision PVC 59 P-5565 Screw,#12 x 1 1/2"PH PN SMS Fastenal Steel FRAME CORNERS DOOR-IMPACT
10 1 S-6169 ICo%er,Interlock Vision PVC 60 P-5566 Screw,#12 x 2 1/2"PH PN SMS Fastenal Steel MECHANICALLY FASTENED
11 1 S-6172 I Corer,E)dernai Reinforcement/P-Hook Vision PVC 61 P-3609 Bumper,Panel Stop Parker Seals Rubber 1;e
12 1 S-6175 ITrack Filler,Frame -Vision -PVC---- — 62 P-4291—Panel-Sto Housing -- _ —M-&M_ _ Nylon
13 I F6166 Panel Stile/Rall Vision_ - PVC 63 P-5479 Foam Block,Open Cell,0.84,V_x 0.531"x 1" Lamatek --- --- — o
14 I F6168 Interlock,Snap-On Vision PVC 64 P-5492 Gasket,Frame Assembly,2-Track Lamatek Butyl
15 1.6167 Astragal Vision PVC 65 P-5493 Gasket,Frame Assembly,3-Track Lamatek Butyl m m
16 1+6170 Glazing Bead,I.G.,1" Vision PVC 66 P-5494 Gasket,Frame Assembly,4-Track Lamatek Butyl
17 1.2060 Sill Riser,2.876' Ke mark Aluminum 67 P-4659 Dust Plug,1-1/4"x 3"x 0.5" Ultrafab 0 Z
LL
18 1.2062 ISill Riser,4.06Z' Ke mark Aluminum 68 P-4366 Dust Plug,1"x 3"x 1" Ultrafab ? O
19 P-5517 113anel Guide,Interlock Bear's Metal Aluminum 69 :green,Spline Team Plastics Rubber y
20 P-5558 Support Channel,Bot Rail,Interlock Bear's Metal Aluminum 70 reen,ClothU w
z
a �21 P-5511 Corer,Panel Guide,Interlock Lawrence Ion 71 Duraseal IGSpacer Quanex AIumIB I 9 a
22 1 P-5516 18racket,Fixed Panel Bear's Metal Aluminum PANEL CORNERS o
THERMAL WELD w U
23 P-3300 I Wts .,0.280"x 0.187"Back Fib,Black Ultrafab 1"OVERALL 1"OVERALL 19 0 y
24 P-3438 Backbeddin ,Purfect(.gaze"H'Hot Melt Henkel/Sika Silicone 18"TEMPERED 16"TEMPERED Q p
25 P-3514 Screw,#10 x 2"Ph Comb Hd Fastenal Steel 3"AIRSPACE AIRSPACE O
26 P-3587 Screw,98 x 1"PH FL TEK-Roller Asm/Mortise Lock Fastenal Steel e a ILI Z
27 P-3752 Hole Plug,0.500"Dia. Progress Plastics Ion 16'ANNEALED T6- HEAT STRENGTHENED % ,
28 P-3789 Handle Set With Thumb Turn Amesburyor Roto kLAMINATED "LAMINATED �.�y PNC• �w T��,,��
29 P-3792 Keeper Amesbury .`6�•'�r S�•'Py
.105"PVB INTERLAYER 105"PVB .J•• ��,
30 P-3793 Multi-Point Mortise Lock Amesbury INTERLAYER zv: No 56201 •:'A
31 P-4250 Screw,#10 x 2.5"PH PN SMS-Keeper Fastenal Steel 16'ANNEALED =*G k
HEAT STRENGTHENED
32 P-5287 Tandem Roller Assy,2.125"Dia Wheel Amesbury16 '-0: ea=
33 P-5438 Setting Blocks,0.090"x 0.875"x 1.5" Franke Lowe Rubber 190 STATE OF :�lri
'
34 H-1769 lReinforcernent,Interlock Ke mark Aluminum 4�c�`s0 R 10.GN=�',
35 1.2068 Reinforcement,Astragal Ke mark Aluminum 16 16 �'�,S/ONAv_ o%�
36 S-1775 Reinforcement,Lock Sfile/Rails Ke mark Aluminum Z'•GLASS BITE Z"GLASS BITE ���.8r'191110
37 H-2111 Reinforcement,HD,Interlock Ke mark Aluminum 33 a 33 e
z2
38 S-2071 Reinforcement,E#ernal,Interlock Ke mark Aluminum
39 S-2069 Frame Insert,Installation Anchors Ke mark Aluminum 71 24 PURRFF_EEHT 71 24 URFE 11/21/2016
40 12063 P-1-look Ke mark Aluminum LUCAS A.TURNER,P.E.
41 S-2065 P-Hook Adaptor Ke mark Aluminum FL PE#58201
42 S-2048 Screen,Astragal Ke mark Aluminum 13 13 1239 JABARA AVE.
43 S-2050 Screen,1-Track Head Ke mark Aluminum NORTH PORT,-1 34288
PH.941-380-1574
44 1 K2051 IScreen,1-Track Jamb Ke mark Aluminum SHEET DESCRIPTION:
45 1 S-2052 Screen,1-Track Sill Ke mark Aluminum U `ul lu/ `tfl BOM AND GLAZING
46 S-2053 Screen,2-Track Head Ke mark Aluminum DETAIL
47 S-2054 Screen,2-Track Jamb Ke mark Aluminum GLASS TYPE A GLASS TYPE B DRAWN BY: DATE:
48 S-2055 Screen,2-Track Sig Ke mark Aluminum DESIGN PRESSURE BLZ 05/06/2016
49 S-2056 Screen,3-Track Head Ke mark Aluminum GLASS TYPE
50 S-2057 Screen,3-Track Jamb Ke mark Aluminum RATING DWG#: REV.:
A +/-50 PSF CWS-1150 1
B +/-65 PSF SCALE: SHEET
1:2 3 OF 11
22„ 40 16 r 17 �6n� 16 �flYIYhYII�W/[/[1 U'•
tf 11 z 13 15
1i3„ (� 17-1
O D WINDOW SYSTEMS
1-63„ F 1900 SW 44TH AVE.
13 13 2n
OCALA,FLORIDA 34474
WW W.CWS.CC
2-Track Sill-6161 6
„ —7„ 4�,
„ „
H-324 8800 PVC
16J” SLIDING GLASS
(� (� 0 I 3L9F" SIII Riser-2060 DOOR-IMPACT
❑❑❑o❑❑❑, El o8 32 ❑ 6063-T6
�� Sill Riser-2062 w
3-Track Sill-6163 Panel Head/Sill/Stile-6166 6063-T6 o
1 F„ Astragal-6167 P-Hook-2063
0 6063-T6 m m
��0 0 [�L4 2 36 S„ Z O
0 O ° D - 32 � „ 2 5„ L� D'
❑❑❑❑ ❑❑❑°❑❑❑°❑❑❑° -� t 2" w z
�6
4-Track Sill-6165 I to a
�Reinf.,Ext-Interlock Reinf.,Frame-2069
2071 6063-T6 W v
L
5j' ooc I 2 „ 41 6005-T6 Q o
14
Lock Stile-2086 P-fHook Adaptor-2065 s O
5 "
6063-T6 1 1 F z
13„ g
119 0 0 2 34 36 ,pN RE
',i i
,
2tl❑LI❑D❑❑❑d8 r " —� i�" 7 ������10REt4• obi
❑ ❑ ❑ L I—� „ ��.��°��C E NS� Pym'.
FLI
2-Track Head/Jamb-6160 4„ 1„ 1�' v: No 58201 :�-P
Cover,Ext Reinf.&
HGokstrip-6172 11 T
STATE OF
Cover,Interlock-6169 Reinf.,Interlock-1769A Reinf.,Lock Stile-1775 wopj U
136 6005-T6 6005-T6 ''',��SSCONA37
�NO��,,
15, Ill 111jiffI11111110%r 41
�0❑❑❑11 El �❑08 32 I 2 g" 35
8
3-Track Head/Jamb-8162 9 11/21/2016
Cover,Sill Track-6171 oiler Track Insert-2064 LUCAS A.TURNER,P.E.
6063-T5 FL PE#58201
10 „ 1239 JABARA AVE.
VEJ
7 2j„ NORTH PORT,FL 34288
PH.941ION: 74
3tlSHEET DESCRIPTION:❑a❑❑❑o❑❑❑o❑❑❑Ll
ok 3z° h_ I EXTRUSIONS
*1 i„ 1� 4. Reinf.,HD Interlock-2111
4-Track Head/Jamb-6164 T— 6005-T6 DRAWN BY: . DATE:
12 BLZ 05/06/16
IG Glazing Bead-6170 Reinf.,Astragal-2068 DWG#: REV.:
Track Filler-6175 6005-T6
CWS-1150 1
SCALE: SHEET
NOTE:ALL EXTRUSIONS ARE RIGID PVC UNLESS OTHERWISE NOTED. 1:2 4 OF 11
43 12" 28" VVIND �//�('�J/
1900 SW 44TH AVE.
16 1 OCALA,FLORIDA 34474
e- WW✓V.CWS.CC
T— Screen,1-Track Sill-2052 =ij
Screen,1-Track Head-2050
O O O16" 8800 PVC
4i_5
SLIDING GLASS
16' —I as T— 4s 22 1 DOOR-IMPACT
18 116
1..
1--- 16 1_
— —
18^ e' WINDOW SYSTEMS LTJ
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W1MN.CWS.CC
45„ 8800 PVC
9 H-2060 n l 1 110 H-2062 SLIDING GLASS
❑ � O ❑ 0 O ❑ O ❑ Q O O � c � ❑ Q ❑ O 0 DOOR-IMPACT
R❑❑❑Flo-C]❑❑❑a N0❑❑❑0❑❑❑0❑❑❑Oa `�°❑❑❑❑D❑❑❑❑❑11 11❑❑❑°❑� iL
2T Sill w/Riser 3T SNI w/Riser 4T Sill w/Riser o
O z
Z
LL. 0
T
z
O
0 a
Flo 9 ax
❑ ❑ 0 0 0w
�0❑❑❑�❑❑❑OCA �0❑❑❑'CIE] ❑❑10� ¢ 0
Z
2T Sill w/1T Screen 3T Sill w/1T Screen 1-1
12
No 58201FF
0t STATE
9 9
�enrrna�t�
�]0❑❑❑O❑❑❑0❑❑❑CCI X113
0❑❑❑0❑❑❑11 13 ❑❑Oa '
11/21/2016
3T Sill w/2T Screen 4T Sill w/1T Screen LUCAS A.TURNER,P.E.
FL PE#58201
16: ^ 1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION;
(� TRACK WIDTHS
(1 DRAW DTE:
BLZ 05
/06/16
DWG 9: REV.:
0 ❑ °�0❑❑ 0 ❑ oCWS-1150 1❑ ❑ ❑❑❑❑ ❑❑❑ U
SCALE: SHEET
4T Sill w/3T Screen 1:2
60F11
ANCHORS @ rL P-HOOK
6" 4" TF-P- PANEL-TYP ANCHORS
IORS
MAX 6"MAX.TYP. TYW• 4" " WEDGE
TY NPIOFANEL
— VWIN(JDtlO�WLKSYSTEMS
TYP.
�
1900 SW 44TH AVE.
i i i i i iOCALA,FLORIDA 34474
I II I WWW.CWS.CC
II 12"MAX.O.C.
MAX
I II — 8800 PVC
I II I SLIDING GLASS
L I II I DOOR-IMPACT
I II I
--
_
a z
I II I ? o
0
II MID-SPAN I d F
I II
OF I I
PANEo L
o 2
Q
I=> I •
I II I °Z•
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FIXED PANEL CLIPS JVp'•
NOTES: 'CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS..(SEE NEXT,SHEET FOR DETAIL)
1.INSTALL TWO ANCHORS AT EACH INSTALLATION LOCATION SEE LAYOUT DETAILS ON SHEETS 8&9 EXCEPT FOR 2T SILL&WOOD INSTALLATION LOCATIONS.SEE SPECIAL LOCATIONS AND SPACING FOR 2T SILL fl
( ) ^9i STATE OP .�W:
(SHEET 8).INSTALL ONE ANCHOR AT EACH WOOD INSTALLATION LOCATION(CIRCLED). SILL ANCHOR SPACING SAME AS HEAD FOR 3T AND 4T. INSTALL ONE ANCHOR AT EACH LOCATION IN HOOKSTRIP. 'O . •�u@
2 SHIM
HSTS REQ
EACH
HIGH INSTALDENSITLATION
PLASTIC OR BE WOOD SHIMS ARE
ANCHOR
IINGLOAD BEARING R. S. MAX
AOWED.ABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE '��is�ONA Ea�``�
3,ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 10. ZZ
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 11/21/2016
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 10. 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. SHEET DESCRIPTION:
INSTALLATIONS 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 BETWEEN THE PRODUCT AND SUBSTRATE, ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN-ALL FASTENERS:3"FOR SOLID CONCRETE,6"FOR CMU MASONRY,1"FOR WOOD AND METAL.
DRAWN B 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. BLZ 05/06/16
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 10. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO r: 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-1150 1
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 7 OF 11
i
E
INTERLOCKS
E \ YASTRAGAL 21"O.C.MAX 'wago.m.
PANEL P-HOOK s„TYP.
TYR WINDOW SYSTEMS
s"TYP. WDTH 3"TYP. I- 3"TYP. 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W CWS.CC
0
°
s"ltyp. 8800 PVC
SLIDING GLASS
WOOD SUBSTRATES ##'_1DOOR-IMPACT
p I
2T SILL oNLY. 2T JAMB
TYP. �
ti m F
INTERLOCKS
ti ASTRAGAL
PANEL P-HOOK 6.,7YP. 21" C.MAX
�6"TYP.�i WIDTH f--4"TYP.--i 4"TYP � TYP. m m
O z
Z
LL O
UJI zLLI
0 V0 3"TYP. 6"TYP. 3, 2 p a,
TYR w a
o (off o o WO y
❑ W
Q O
}"TYP. .. 1�� Z
WOOD SUBSTRATES - TYP.
TYP.
ONLY 3T JAMBS �����NOREIti�����i
3T SILL TYP. •�5 P
e No 58201
INTERLOCKS =*;
�s TYP.
WIDTH ASTRAGAL P-HOOK 6"TYP. 21"O.C.MAX �9��• STATE OF
4.,TYP. 4"TYP. TYP. .,(O R 1 Q P••��.`,�
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° z�
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11/21/2016-
4
TVP LUCAS A.TURNER;P.E.
4 j"TYP. FL PE#58201
1239 JABARA AVE.
0 0 o I o NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
ANCHOR PATTERNS
WOOD SUBSTRATES—J (JAMB&SILL)
ONLY Typ,
4T SILL 4T JAMB TMril P DRAWN BY-.' DATE:
BLZ 05/06/16
D G#: REV.:
CWS-1150 1
NOTE:¢=CENTERLINE OF INTERLOCK OR ASTRAGAL So ' SHEET
CIRCLED ANCHOR LOCATIONS REO'D ONLY IN WOOD INSTALLATIONS. 1:5 8 OF 11
-- INTERLOCKS --
ASTRAGAL CNEDOW,
HOLE PATTERN P-HOOK SYSTEM$
6"TYP.----{ PANEL
FOR ANTI-LIFT 1900 SW 44TH AVE.
_ BLOCK ANCHORS F---4"TYP--1 -
WIDTH OCALA,FLORIDA 34474
W WW.CWS.CC
0 0 o
8800 PVG
o) o
SLIDING GLASS
- - 1'-TYP DOOR-IMPACT
"TYP. WOOD SUBSTRATES
_-- - ^TYP. _ - --- - 2T-HEAD__ 4"TYP _-_ ONLY - - - -_ ---- .
INTERLOCKS O
f HOLE PATTERN ASTRAGAL
6"TYP. PANEL FORANTI-LIFT p-HOOK m m
WIDTHBLOCKANCHORS
Fes-4"TYP. 4"TYP. O y
Z
LL O_
u. 0 o LUy wlw Z W
O
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0
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cn
0 W
0 o O Q 0
1-'TYP Z
WOOD SUBSTRATES--/ ��```NOREh�����i
3T HEAD ONLY ,.� P
..........
G�Qy
f INTERLOCKS
PANEL HOLE PATTERN ASTRAGAL '9't STATE OF
I 6„TMP
WIDTH BFOL.ANCHORS P-HOOK
�--4”TYP. 4"TYP, ii��Cs•.<,O F1.
�i,��S��N•Ary��t�`��
I 11/21/2016
I •o o TYP4 p'. LUCAS A.TURNER,P.E.
-' FL PE#58201
1239 JABARA AVE.
0 0 0 0 0 0
NORTH PORT,FL 34288
PH.941-380-1574
0
SHEET DESCRIPTION:
1"TYP ANCHOR PATTERNS
(HEAD)
WOOD SUBSTRATES DRAWN BY: DATE:
ONLY
BLZ 05/06/16
4T HEAD DWG#: REV.:
CWS-1150 1
NOTE:q=CENTERLINE OF INTERLOCK OR ASTRAGAL SCALE: SHEET
CIRCLED ANCHOR LOCATIONS REQ'D ONLY IN WOOD INSTALLATIONS. 1:5 9 OF 11
2 TRACK HEAD ANCHORAGE
MIN.EDGE DIST. 1/4"MAX WINDOW SYSTEMS LLQ
SEE TABLE 1 SEE LAYOUT ON BHT 9 1900 SW 44TH AVE.
39,FRAME INSERT REQ'D AT OCALA,FLORIDA 34474
ALL FRAME ANCHOR LOCATIONS 39,FRAME INSERT REQ'D WVNN.CWS.CC
�� AT ALL FRAME ANCHOR
w LOCATIONS
SUBSTRATE
BY OTHERS MIN.EMBEDMENT O 8800 PVC
SEE TABLE 1 SEE TABLE 1
SLIDING GLASS
_ PERIMETERSEALANT �� o SEELAYOUT DOOR-IMPACT
BYINSTALLER G❑ ON BHT 6
INSIDEANDOUT i"MAX.
SHIM a m
w
Icc MIN EDGE DIST p
oU SEE TABLE 1
PERIMETER SEALANT I m M
INTERIOR COMPLIANT WITH AAMA 800 -1
BY INSTALLER INSIDE AND OUT OLL Z
INSTALLATION ANCHOR Z
SEE TABLE 1 SUBSTRATE BY OTHERS MIN EMBEDMENT 0:
SEE TABLE 1 SEE TABLE 1 W
Z
a
F
SEALANT BETWEEN SILL U) 0_
RISER AND FRAME BY B HORIZONTAL SECTION 0
p INSTALLER 9 2 TRACK JAMB ANCHORAGE 0 W
0 o u o
PERIMETER SEALANT =9 CD[:] g❑❑^8a O
BY INSTALLER I�
INSIDE AND OUT _
DO NOT COVER Z
HOLESIN.EMBEDMENT uncap
SUE STRATE SEE TABLE 1 ,% PNOREII,rT,le ,
BY OTHERS `� E NSF
SEE TABLE 1 ,`
Z"-t Nc 58201
MIN.EDGE DIST. 39,FRAME INSERT REQ'D AT
SEE TABLE 1 ALL FRAME ANCHOR LOCATIONS
O. STATE OF :41
Ai Z
/-A"\VERTICAL SECTION P;
C,
9 2 TRACK SILL ANCHORAGE rrr640NAL p%
PERIMETER SEALANT
COMPLIANT WITH AAMA 800 �Z-
BY INSTALLER INSIDE AND OUT INSTALLATION ANCHOR
SEE TABLE 1 11/21/2016
MIN.EDGE DIST. LUCAS A.TURNER,P.E.
EE TABLE 1 FL PE#58201
1239 JABARA AVE.
SUBSTRATE BY OTHERS MIN.EMBEDMENT NORTH PORT,FL 34288
TABLE 1:APPROVED INSTALLATION FASTENERS SEE TABLE 1 SEE TABLE 1 PH.941-380-1574
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. SHEET DESCRIPTION:
CONCRETE 2.0 KSI MIN. 1/4"ITW TAPCON 1-12" 4" ez"VZ
INSTALLATION DETAILS
CONCRETE(2.85 KSI MIN.) 114"ELCO ULTRACON 1-314" 2-1/Z' HOOKSTRIP 2 TRACK
2X MIN.SOUTHERN PINE(G---0.55) 114"ITW TAPCON OR 1-3/8" 7/8"
ELCO ULTRACON a'MAX.SHIM DRAWNBY: DATE:
2X MIN.SOUTHERN PINE(G=0.55 #12 WOOD SCREW 1-3/8" 7/8" BLZ 05/06/16
16 GAUGE(0.060")MIN.
012-14 HIL11 KWIK-FLEX OR ITW FULLTHREAD
STEEL STUD(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 1/2 DWG#: RE .:
1/8"ALUM.(6063-75 MIN.)OR #12 GRADE 5 SELF-TAPPING/ FULL THREAD 9 HORIZONTAL SECTION CWS-1150 1
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' HOOK STRIP SCALE: SHEET
HOOKSTRIP OR JAMB FRAME ONLY: 114"ELCO ULTRACON 1-3/4" 2-1/2" 1:3 10 OF 11
HOLLOW OR GROUT-FILLED CMU ASTM C-90
3 TRACK HEAD ANCHORAGE 1/4"MAX
SEE LAYOUT 39,FRAME INSERT REQ'D AT INTERIOR �EJ,�ICLL
MIN.EDGE DIST. ON SHT 9 ALL FRAME ANCHOR LOCATIONS WINDOW SYSTEMS
SEE TABLE 1,SHT 10 39,FRAME INSERT REQ'D
�� 1900 SW 44TH AVE.
SUBSTRATE LO ATIONSME ANCHOR ---
BY OTHERS LOCATIONS OCALA,FLORIDA 34474
SEE TABLE 1,SHT 10 MIN.EMBEDMENT a NNWJ•CWS.CC
SEE TABLE 1,SHT 10
PERIMETER SEALANT 8800 PVC
BY INSTALLERtJJB❑ �D��B(] DB❑ 6 SLIDING GLASS
INSIDEANDOUT 4 MAXJJJJ
SHIM a� SEE ON HT8T DOOR-IMPACT
INSTALLATION ANCHOR _ _ INTERIOR -
SEE TABLE 1,SHT 10 = -
SEALANT BETWEEN SILL - -
-- RISER AND FRAME BY
INSTALLER
PERIMETER SEALANT I=) O O MIN EDGE DIST m m
BY INSTALLER O O o SEE TABLE 1 SHT 10
DO INSINOT COVERT R � OF]❑ ❑ ��� PERIMETER SEALANT _� L Z
WEEP HOLES COMPLIANT WITH AAMA 800 z 0
SUBSTRATE MIN.EMBEDMENT BY INSTALLER INSIDE AND OUT w
SEE TABLE 1,SHT 10
BY OTHERS SUBSTRATE U
SEE TABLE 1,SHT 10 BY OTHERS MIN EMBEDMENT d H
39,FRAME INSERT SEE TABLE 1,SHT 10 SEE TABLE 1 SHT 10 u) (L
MIN.EDGE DIST. SEE LAYOUT ON SHT 8 REQ'D AT ALL FRAME LLJ
O
SEE TABLE 1,BHT 10 ANCHOR LOCATIONS �HORIZONTAL
JAMB ANCHORAGE ❑ U)
D VERTICAL SECTION 10 3 R 1/4"MAX ¢ O
10 3 TRACK SILL ANCHORAGE INTERIOR Z
4TRACK HEAD ANCHORAGE 39,FRAME INSERT 39,FRAME INSERT REQ'D
MIN.EDGE DIST. SEE LAYOUT REQ'O AT ALL FRAME AT ALL FRAME ANCHOR `���t`p,NORE
SEE TABLE 1,SHT 10 LOCATIONS �� 5.•..........C E N..'•G �i
ON SHT 9 ANCHOR LOCATIONS
MIN.EMBEDMENT ,6P• SFS•.y 4
SUBSTRATE SEE TABLE 1,SHT 10 ❑ �; No 58201 ••:��
BY OTHERS
1�9 -ro.
SEE TABLE 1,SHT 10 ir
u
^"'0'.; STATE OF .
u,
PERIMETER SEALANT SEE LAYOUT ,n ,•o(O R 1 O P�:�#
INSIDE AND UT G❑0�� OG�I, []C "MAX. L❑ ON SHT B ' /ri110101111110%
SHIM
INSTALLATION ANCHOR INTERIOR 11/21/2016
SEALANT BETWEEN SILL
SEE TABLE 1,SHT 10 LUCAS A.TURNER,P.E.
RISER AND FRAME BY FL PE#58201
INSTALLER MIN EDGE DIST 1239 JABARA AVE.
PERIMETER SEALANT Q 8 �� SEE TABLE 1 SHT 10 NORTH PORT,FL 34288
BYINSTALLER D O O O oP PH.941-380-1574
INSIDEANDOUT �$❑O ❑❑��❑� ❑�� SHEET DESCRIPTION:
DO NOT COVER
WEEP HOLES MIN.EMBEDMENT INSTALLATION DETAILS
SUBSTRATE SEE TABLE 1,SHT 10 PERIMETER SEALANT 3&4 TRACK
BY OTHERS COMPLIANT WITH AAMA 800
BY INSTALLER INSIDE AND OUT DRAWN BY: DATE:
SEE TABLE 1,SHT 10 SUBSTRATE BLZ 05/06/16
39,FRAME INSERT BY OTHERS MIN EMBEDMENT
MIN.EDGE DIST. SEE LAYOUT SEE TABLE 1 SHT 10 Dwc a+: REV.:
SEE TABLE 1,SHT 10 ON SHT 8 REQ'D AT ALL FRAME SEE TABLE 1,SHT 10
ANCHOR LOCATIONS G HORIZONTAL SECTION CWS-1150 1
• E VERTICAL SECTION 10 4TRACK JAMB ANCHORAGE SCALE: SHEET
10 4 TRACK SILL ANCHORAGE 1:3 11 OF 11
i w
. _r
r
t '3 (ir4ilfl�i`
V,
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications FBC Staff BCIS Site Map - Lino Search
ba
i. Product Approval «�
r ( -;I, N°6 USER:Public User
Product Aooroval Menu>Product or Application Search>Aoolication Ust>Application Detail -
FL# FL5823-R7
t= '_.•tee a,r,_ 1 PP Type Application T e 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 Ext 255
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 Ext 291
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 Windows
Subcategory Single Hung
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 E4Piration Pate07y2fF2(120 �
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R7 COI Eval�eo CWS-155C(SH-8100.Im act).p_df
Referenced Standard and Year(of Standard) Standard Year
HAMA/WDMA/CSA/iQl/I.S.2/A440-05 2005
ASTM E1300-04 2004
ASTM E1886-02 2002
URNURNER1239 Jabara Ave.
ER North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
CONSULTING,INC. FBPE C.O.A. 929779
Evaluation Report 155C
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,53 1;!/8"x 76"unit size at up
to+/-67.5 PSF,36"x 62"unit size at up to+67.5/-75 PSF,7/8"Insulating Glass consisting of 1/8
Annealed or Tempered outboard lite —Air—5/16 Laminated(1/8Ann-.090PVB-1V8Ann)inboard lite
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`x'Ave,Ocala,FL''34474
Statement of Compliance: This report evaluates the above-listed product penthe requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with they requirements of the 5h
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-155C,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3668-1,-IA,-2,-2A,3669-1,-1A,-2,and-2A,by National Certified
Testing Laboratories,Orlando,FL,signed and sealed by Gerard J.FerraraI,with testing
performed: TAS 201,202,203 1994,ASTM E 1886, 1996 2002/2005,and AAMA A440 2005
4) Supplemental Calcs.to support CWS-155C,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-1550.
Limitations of Use: This product:
• May be used in O/X configuration in sizes,design pressures,and with max.glass DLO heights as
shown in CWS-155C
Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron).white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
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`"Ed.(2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,norwill 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.
ORE
t• No 58201 '-P Z 7
4/18/2015
Lucas A: Turner P.E.
:9'• sraTs of ' �'' FL PE#58201
........ \`�, Lucas A. Turner
22:13-04:00
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:
SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.`
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. W WW.CWS.CC
54 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2) 8�QQ PVC
OVERALL FLANGE WIDTH
3Z 3.CONFIGURATIONS:"O/X".
531/8'MAX.UNIT WIDTH OVERALL FLANGE WIDTH SINGLE HUNG
481566 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
3S" GLASS TABLES ASTM E-1300.04.
MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n T c
3113L15! INFILTRATION TEST PRESSURE AND GLASS TABLES a m n til.
771/4" I I GLASS DLO ASTM E-1300.04. c o c o
MAX.
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR � W p }
HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w H ¢ m
O 3315L16 -- ANCHOR CALCULATIONS. Z
63 1/4'
GLASS 1
I I LL W
76' I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT ROTARYo ccc
c
I I HEIGHT O LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL N N m Z W
HEIGHT B U IT B GLASS OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO ¢ ¢ p cc
6 DLO HURRICANE WINDS AND FLYING DEBRIS,MAX a a a a
11 UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT F ¢
B HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. o 0 o m
31ltam 6 I 8.SERIES/MODEL DESIGNATION SH-8100. > > > o
MAX C 34_
SASH I " 6 GLASS 3.0_5/16 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: V m ¢ Z
HEIGHT Jt D MAX X=OPERABLE SASH,O=FIXED SASH
SASH x ...0
,�punrnrrrr
6 HEIGHT GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR ���`PNORE.. T'�4
I I I I DLO ,.
LOCATION. ��Gp.�.��CENSF•;'p,L�,'.
C 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. v:� No 58201
C q A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62". 5 p; D:
6 09 STATE OF .+LZ
GLASS DLO GLA DLO__j ,0i�O'cC�`•% k R�pP-., /,
4911116" 31_sLto_ Lucas A.Turner �'%SS�oNA1-E;;�``�
MAX.SASH WIDTH MAX SASH WIDTH 20155-04-09 rrrrrrrrr��
12:43-04:00 ;zf-n
419/2 015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE IMPACT RATING
TABLE OF CONTENTS RATING ELEVATIONS
.....1_ NON-HVHZ +/-65 PSF DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS
53-1/8„X 76„ ADE 06/10/08
GLAZING DETAILS...............................2 HVHZ +/-67.5 PSF DWG#: REV.:
SECTION VIEWS&ALT.FRAME........3 LARGE MISSILE IMPACT CWS-155 C
EXTRUSIONS&B.O.M.........................4 NON HVHZ +65/-75 PSF SHEET
ANCHOR SCHEDULE&NOTES..........5 _ 36„X 62„ SCALE;
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6
W131"OVERALL INSULATED GLASS- 7/8"OVERALL INSULATED GLASS t,® •rJ"��jj
1/8"ANNEALED 1/8"ANNEALED WINDOW SYSTEMS
1900 SW 44TH AVE.
7/16"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474
W W W.CW S.CC
5/16'LAMINATED GLASS 5/16"LAMINATED GLASS
1/8"ANNEALED. 1/8"ANNEALED - .8100 PV.0
.090"1 INT ERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG
1/8"ANNEALED 118"ANNEALED IMPACT
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
18 PURFECT GLAZE"HOR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 u> r c
T o 0 o H
1 1/2'GLASS BITE 1/2"GLASS BITE o r o 0
YLu
38 w0y
w F ¢ m
U)
w z
T m
LL T 0
4 a O U >
N N IL Z
w w w O
a a. a a
� w w ¢
GLASS TYPE A m
GLASS TYPE A SASH LITE
> > > 0
FIXED LITE v m ¢ O
z
� p1DREW "I
7/W 7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS �5 P,.....,,•
—1/8°TEMPERED —1/8"TEMPERED ����P�•�\GEIVSF.,�Q2���
7/16"AIRSPACE 7/16"AIRSPACE _ :�4;� No 56201 •':n�
5/16"LAMINATED GLASS 5/16"LAMINATED GLASS ' iz
1/8"ANNEALED - 1/8"ANNEALED Z�. STATE OF .��
0ANNEALED 90 LAYER BY DUPONT 10/8" ED
1 INTERLAYER BY DUPONT �iSs+O RA.
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE H'OR SIKAFLEX 552
/ LUCAS A.TURNER,P.E.
- - 1 1/2°GLASS BITE 1!2'GLASS BITE - FL PE#58201
1239 JABARA AVE.
36
pi NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
4
GLAZING DETAILS
' DRAWN BY: DATE:
ADE 06/10/08
DW G A:
GLASS TYPE B CWS-155 C
GLASS TYPE B SASH LITE TCALE. SHEET
FIXED LITE
1:1 20F6
INTERIOR ���®�•
WINDOW SYMMS
3 21 19 10 39 11 21 15 3 `
1900 1900OCASS FLORIDA 34474
W 44TH AVE.'
WWW.CWS.CC
41
41 8100 PVC
SINGLE HUNG
IMPACT
21 o 0 o Fw-.
20 12 20 26 0 o
SECTION VIEW B-B 2 w p }
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, N
RIGHT SIDE SHOWS SASH SECTION VIEW. LL LL W O
30 a o mU (D
_. NN lL Z
12 ¢ a[ S O cc
38a a a a
5 31 29 0 0 0 0
o-` w
7 INTERIOR
4
32 8 Um ¢ Z
48 19 ,%��P�Pr1DRE
v: No 58201 •'�'I�
e 19 9 STATE OF :4U
25
LUCAS A.TURNER,P.E.
40 FL PE#58201
o __ o o 's 1239 JABARA AVE.
2 41
NORTH PORT,FL 34288
PH.941.380-1574
SECTION VIEW C-C SHEET DESCRIPTION;
SECTION VIEW A-A SECTION-VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62".
DRAWN BY: DATE:
FOR UNITS 36"x 62"AND UNDER.
— - ADE .... 06/10/08
DWG N: RE
ITEMS NOT SHOWN FOR CLARITY:
CWS-155 C
22,27-28,33-37,43-45 - - - SCALE: SHEET
1:2 30F6
PARTS LIST FRAME CORNER
ITEM PART# DESCRIPTION MATERIAL VENDOR 31/a• CONSTRUCTION
1 H-6031 Frame Head,Fig,Single Hung PVC MIKRON WINDOW SYSTEMS LpL(ll%J
2 H-6031 Frame Sill,Fig,Single Hung PVC MIKRON 1 15116"
3 H-6031 Frame Jamb,Fig,Single Hung PVC MIKRON OCA
2 CALA
1 2 3/16" , LTH AVE.
FLORIDA 34474
4 H-1836 Alum.Fixed Meet.Rail ALUMINUM KEYMARK 3 s WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON e
6 H-6027 Sash Top Rail PVC MIKRON 211/16" 1 5/8" fIQ 1 F71
7 H-1497 Reinforcement forSTR ALUMINUM KEYMARK 1/16LIs 8100 PVC
8 H-6028 Sash Bottom Rall PVC MIKRON � ll 1/16^ CORNER WELD SINGLE HUNG
(ALL SIDES)
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK 1:8
10 H-6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK
12 S-6064 Glazing Bead PVC MIKRON m o
13 P-3118 Keeper,Sweep Lock ZINC SULLIVAN a �n Q lii
14 P-3541 #8 x 1/2",Pan Head,Tek STEEL FASTENAL 2 ;C41:
0 o Q
15 P-4632 Sweep Lock ZINC SULLIVAN 31/s" — oro 0
16 P-4633 Barrel Fastener STEEL FASTENAL I q7 1 1/2" w o }
17 Block&Tackle Balance STEEL CALDWELL 1 3/16• w F ¢ m
lyl
18 Purfect Glaze"H"or Sikaflex 552 SILICONE HENKEUSIKA10 4 SCREWED TOGETHER WITH Z FIXED MEETING RAIL m
v U O
19 Sash SEE SHEET 2 GLASS CARDINAL I OUTERFRAME m Co W O
20 Fixed SEE SHEET GLASS CARDINAL 1/16• _
3 9/16" 1 5/8" 2 1/8" 1/16" 1:a v o ) U)
21 P-3429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB N $ m z >
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK STEEL FASTENAL li q 1/16" w w w D
23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL II o 0 o a
24 Flat Washer STEEL FASTENAL _1"_ L w CC
25 S-6014 Screen Catch PVC MIKRON PVC SASH SIDE RAIL-6004 FIXED RAIL-1636 0 0 o co
0
26 S-6013 Screen Support PVC MIKRON a, > > o
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht. ZINC FASTENAL PVC FRAME FIN-6048
28 P-3748 #6 x 0.625"Quad Fh TEK,Wht. ZINC FASTENAL U m ¢ z
29 P-3783 Impact,Lock STEEL INTERLOCK ,,%%JI,rr18111"
30 P-4069 Impact,Keeper STEEL INTERLOCK 1 5/16 s/16° ���0 PNDREW "I
31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL 1/2° 1 1/a° r1 Ila°�{ � E r�s•.Gp,,
32 P-3218 Screen Frame ALUMINUM ALLMETAL 42 i r.41 5/16° —33 P-3321 Screen Corner Key PLASTIC M&M 7!g^ n 26 1 5/16" :-. No 5820134 P-3228 Screen Spline RUBBER DAPA j 35 P-3581 Screen Cloth VINYL WIER1116" L1/16"
v16° -ro: ae
36 P-3033 Screen Spring STEEL HURLEY PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 �9 STATE OF :4/+'
P 9 PVC SASH STOP-6025 'O .40
37 P-3029 Screen Pull Tab STEEL HURLEY �',TF'.C O R tOP38 P-3352 Set.Blk. '
39 P-3768 #8 x 5/8 Phil Pan/ 2
PanZinc RUBBER ZINC F RANK LO WE
ONA
I',�SS+ i
40 P-4479 Weepco%er PLASTIC M&M
41 P-3113 Screw Support RUBBER TEAM 3!q'L—� 3/4" 7 1/4
42 P-6025 Sash StopPVC MIKRON 3116' 7�I r—I4/9/201.9
� 9 i 1
43 P-3059 Sash Cam PLASTIC M&M 11 15/16 1116" 1^ 718" LUCAS A.TURNER,P.E.
44 P-3295 Take Out Clip STEEL SUMMIT T 1—V L v16" �_ FL PE 11158201
1/16" Cj:�
45 P-3342 Seam Sealer SILICONE SCHNEE 1239 JABARA AVE.
NORTH PORT,FL 34288
46 P-3752 Hole Plug PLASTIC M&M REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064
47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON PH.941-380-1574
48 P-4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
1/2"
3/16"� DRAWN BY: DATE:
r3 ADE 06/10/08
DWG#: REVZ
SCREW SUPPORT-3113 CWS-155 . C
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 40F6
J
15"MAX.O.C.(TYP.) WINDOW SYSTEMS'
6"MAX.(TYP.) 4"MAX.(TYP.) 8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.'
6°MAX.(TYP.) 4"MAX.(TYP.) FT W ALA,FLORIDA
L RI A 34474
4°MAX.(TYP.) 8°MAX.O.C.(TYP.)
4
6"MAX.(TYP.) "MAX..(TYP.)
6"MAX.(TYP.) 89��PVC
B" -- -- SINGLE HUNG
14" Q MAX.O.C. O
MAX.O.C. mP•) IMPACT
(TYP.) I II I
8"
1013/16" I 0 I MAX.O.C. I O I � � a
MAX.O.C. (TYP.) o 0 o H
�ortraRAl� I I (TYP.) y r to a
1 o 0 O
L..
4"(TYP.) 1 v T -�rnra rua w N 0 a}D
ul
4"(TYP.)J X 4"(TYP.)f I I I I 0 c) O Z
X I I X m ¢ O
Co
I Q 4 N N lL LLI
z
- - - -- W W Ill
0
-- a a a d
0 w w 0:
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a a y
SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62"AND UNDER SIZES 36"x 62°AND UNDER a a a W
U m ¢ Z
,,,1�1{1114ry��,,
PNOREKt 705,
No
i
No 58201 •:��
*; * ;*=_
NOTES: '9STATE OF :4
�1
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 4�c�`• (O p%0 P N�,��
2.SHIM AS REO 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 lot
NA1 0%
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 6. 419/90115
-
_ - -
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A_CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR-MATERIALS IN CONTACT WITH PRESSURETREATED WOOD-MUST- LUCAS A:TURNER;P.E:
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. 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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"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 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-155 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCAL :- _ _ SHEET
FMA/AAMA 100(FIN WINDOWS), NV
FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMADMA 300(EXTERIOR DOORS) - _
1:25 5 OF 6
MIN.EMBEDMENT Il TIl7C��® •L/�{/�
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE ILIW.S6y In\("ISI"/�I
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 FLORIDA 34474
SUBSTRATE BY OTHERS WWW.� WWW.CWS.CC
SEE TABLE 1 1MIN.EDGE DIST.
MIN.EMBEDMENT 4 SEE TABLE 1
PERIMETER SEALANT— SEE TABLE 1 $�00 PVC
I11
BY NSTALLER INSTALLATION ANCHOR— I SINGLE HUNG
INS DE AND OUT SEE TABLE 1 MIN.EMBEDMENT
SEALANT BEHIND C� SEETABLEI IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
� LGH_
p1 00
pPERIMETER SEALANT o 0 o F
PERIMETER SEALANT nn BY NSTALLER
BY INSTALLER D
Limo INSIDE AND OUT o o
INSIDE AND OUT INSTALLATION ANCHOR �4 LL w O}
SEALANT BEHIND SEE TABLE 1 w I- ¢ m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND C/)
SEE TABLE 1 � FIN BY INSTALLER U 0 0 Z
/ o l HORIZONTAL SECTION �C� HORIZONTAL SECTION m LL cc
W O
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE U
HEAD AND SILL SIMILAR FOR FIN INSTALLATIONN N m Z
w w w Lu
a a a a
w w ¢
U
1/4'MAX.SHIMa. aa.. as W
SEALANT BEHIND
FLANGE BY INSTALLER
u U m ¢ Z
BY
RNSTALLEIMETER REALANT S E TABLE
INSIDE AND OUT
No 58201 '�'P
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN.EDGE DIST.
� SEE TABLE 1
VERTICAL SECTION %
STATE OF
6 O�F �
TYPICAL SILL ANCHORAGE Op1p9%'\=�
�i0Olf Sf0NNA ��C�`�
TABLE I:APPROVED INSTALLATION FASTENERS p
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. D LUCAS A.TURNER,P.E.
FLPE01
FLANGE CONCRETE 2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" #
( PERIMETER SEALANT 123939 JABARA RA AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1.. INSIDE AND OUT � PH.941-380-1574 p1 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55 3/16"ITW TAPCON 1 3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED Dw ##: RE .:
C
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 60F6
Leat
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map I Links I Search
a
F" Product Approval I t ' tj
USER:Public User
dbpr
d"
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16177-R1
:ja-;a7rbr ,
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 Ext 255
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 Ext 291
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 Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer ;j
v Evaluation Report-Hardcopy Received
I
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
v Validation Checklist- Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-8128(SH-8100, NoSillAnch).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/1g1/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
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 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
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16177 R1 II CWS-812B(SH-8100. IMP. NoSillAnch).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: SH-8100 PVC Impact, no sill anchors required. Safety FL16177 R1 AE DuPont PVB NOA 13-0129 27.pdf
glazing required on outer lite above 30 ft. in HVHZ.Glass FL16177 RI AE E411ep CWS-812B(SH-8100, IMP,_
complies to ASTM E1300-04. NoSiilAnch).Ddf
FL16177 R1 AE Quanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
Back 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 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:
15 cCtecY. -.acta
Credit Card it
Safe
URNER1239 Jabara Ave.
1 North Port,FL 34288
ENGINEERING& Ph. 941-380-1574
TCONSULTING,INC. FBPE C.O.A.#29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung,Large Missile Impact,517/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
Manufacturer: Custom Window Systems,Inc. 1900 SW W Ave,Ocala,FL 34474
it
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005(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-812B,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-38154A,-2,and-2A,by National Certified Testing Laboratories,.
Orlando,FL,signed and sealed by Gerard J.Ferrara,with testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CANS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max.glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air—5/16 Laminated(1/8Ann-.090PVB-1/8Ann)inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271, 1
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5d'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.
°«ll6llll@fjr'
Nj
:• M1!0 58201
4/18/2015
Lucas A.Turner,P.E.
.9'• STATE of -4u '' FL PE#58201
°R t Lucas A. Turner
2015-04-18
22:20-04:00
SINGLE HUNG - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDQ9mm
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X".
517/8"MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER ,n a
INFILTRATION TEST PRESSURE AND GLASS TABLES
- - - - - — m co_liJ
- -- -- - - ASTM E=1300-04- _— - - -- - - _ —— - — 0 1=.-
__ I 5.ANCHORAGE:THE 33 1/3q STRESS INCREASE HAS NOT BEEN USED
MAX. - -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR g Q
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS. U)
HEIGHTO v a Z
B I B 26 13116" 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE LL b , Q
GLOSS NOT REQUIRED. c ,�
I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w w Occ
Ljj
613/4" I I USED AT FIXED MEETING RAIL AND JAMB. o Dcc
a
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100.
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: D ¢ o
X-OPERABLE SASH,O-FIXED SASH m ¢ O
30 3/16" I I 1"7 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
SA H HELOCATION.
G oSs LOCATION. -``PNflREW�T(%�ii
g 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS.
No 58201 :�95
6 G*� * :*_
SLIT Lucas A. % ° a
I
^9� STATE OF :�:
-_-_ - Turner ��,�•.,�c oP��_�.��
A 2015-04-11 '•`� °a `'
A
6 15:15-04:00
451/16"
GLASS DLO
48 3/8" 4/11/2015
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
.GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCA
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF B
WINDOW SYSTEMS
1900 SW 44TH AVE.
1 OCALA,FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
N N
r LLD
000r
o o �
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS Y
� Q
W R1 m
1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED (j)
U a Z
7/16"AIRSPACE 7/16"AIRSPACE m b 0
5/16"LAMINATED GLASS 5/16°LAMINATED GLASS
1/8'ANNEALED 1/8'ANNEALED a ? O w
.090"PVB INTERLAYER BY DUPONT .080"PVB INTERLAYER BY DUPONT w LL
1/8°ANNEALED 1/8'ANNEALED p v
DURASEALBYTRUSEALDURASEALBYTRUSEAL
4 PURFECT GLAZE"H"OR SIKAFLEX 552 4 PURFECT GLAZE"H"OR SIKAFLEX 552 m Q Z
14 1/2
GLASS BITE 1/2"GLASS SITE 0%%t, DREW "I
142
48 48v No 58201 '�-P
3
pro: a.
71 1 0 '9 STATE OF .'411
FIXED LITE SASH LITE 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941.380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
0 : REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
45 32 S3 12 38 13 3 32 4 45
8100 PVC
° . ° ® 1 1 ° SINGLE HUNG
IMPACT
45
14 32 2 Q }
- - 3 14 54 14 65 66 63 19 4 W m m
SECTION B-B U)
64 C.) a Z
NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m c O
RIGHT SIDE SHOWS SASH SECTION VIEW. v ,R, S2
w w g oWC
o D a
14 39 w wCC
y
40 0 W
2 8 ¢ D
1 32 INTERIOR m ¢ O
9 Z
4e , g�GREW
62 a `Op`'.�..G E N SF G,Qy��4
v:• No 58201 •'�-P
14 53 'P STATE OF 0441
T P
65 10 .. � .. •oei CC•�.�O R 10•O�N
ss
62 .. 32
32 n 3
4/11/2015
18 6 - LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
0
PH.941-380-1574
0
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
D .
' BAT 06/18/12
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44;51752,55-56,64,67-68 SCALE: SHEET
1:2 3OF6
PARTS LIST FRAME CORNER
STEM PARTq IDESCRIPTION VENDOR MATERIAL 31/6"� CONSTRUCTION
1 H-6031 Main Fr.,SH,w/FI .,PVC,Head Mikron Vinyl WINDOW SYSTEMS
2 H-6031 Main Fr.,SH,w/FI .,PVC,Sill Mikron Vinyl WI 1 15/16' SW 44TH AVE.
3 H-6031 Main Fr.,SH,w/Flg.,PVC,L.Jb. Mikron Vinyl 1 I-—23/16^
2OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/Flg.,PVC,R.Jb. Mikron Vinyl 3 e WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum L FE10
8 H-6027 Sash Meet.Rail,PVC Mikron Vinyl 211/16" 4 1 5/e" rIQ 1 5/8"
9 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16" I LI 1/1g" 8100 PVC
10 H-6028 Sash Bottom Rail,PVC Mikron Vinyl lJ 1/16" CORNER WELD SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl (ALL SIDES)
13 S-1498 IReInf.S.B.R./S.S.R IMPACT
14 8-6064 Glz.Bd.,7/8" Mikron Vinyl
PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
18 8.6013 Scm.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl !� a
19 S-6014 Scrn.Adapt.,PVC,Vert. Mikron I Vinylc - F
1 1/2'
20 8-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 1 3/16" 3 a o a
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' m
1
24 P-2190 Balance BSI 9/16' 1
25 P-3059 Sash Cam,PVC BSI PlasticO
��� �,q3 w m m
26 P-3046 Take Out Clip BSI SS O 1 5/8" 2 1/8" 1/16" FIXED MEETING RAIL U)1/16° SCREWED TOGETHER WITH U N Z
27 P-3783 Lock,Impact,PVC Interlock 1/16" OUTERFRAME LL O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 a N CD
REINF.,IMPACT HOOK-1112 0
30 P-3215 Weep Cover w/Flap Geer Plastic a o Z W
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray 0 cc
Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w �
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o a
38 P-3768 #8 x 0.825 Ph PH SMS Hub City Steel 1 5/16^ 9/16^ rw z U
39 P-4051 W#8 x 1.250 Ph FH TEK,WM. Hub City Steel 1/2^ 1 1!6' S/1s" 1 1/8" a 0 w
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o 7 I D ¢ o
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8° 18 1 5/16" 19
45 P-3752 Cap Plug,1/2"Hole M&M Nylon 1/16. 045' 1/16° 00 < z
1/16"
47 P-3438 Set.131x 552 or Purfe8"Glaze x 2 g Si F.Lowe
PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ,`,��y�Pt4ORE41,
48 P 3352 Set.Blk.,85 Dur.,1/8"x5/8"x 2"L . F.Lowe Rubber PVC SASH STOP-6025
51 P-3881 Temporary Lbl.(NFRC/DP) �. p; vCENg'• Q �,
52 P-3613 CWS Lbl.(logo) Pro Label 5/8" �� •"°yt�
53 Sash SEE SHEET 2 GLASS 3/4" 1/a"� f- ��: No 58201
3/4"
3/16 "
54 Fixed SEE SHEET 2 GLASS T-L= 3 �— 14 -
56 P-3281 Spacer Duraseal T 13 15/16 1/16^ 7/6° --a.
62 P 3218 Screen Frame,Horiz. Allmetal Alum 1/16^
'90;• STATE OF ;40
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i tO p t
64 P-3321 Screen Frame Corner Key Allmetal Plastic REINF.S.B.R./S.s.R.-lase �4i SAO E�����
65 P-3581 Screen Cloth,18 x 16 Fiberglass Bettervue Fiberglass ►����
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl Iz✓�
67 P-3029 Screen Pull Tab Summit Alum 4/11/2015
68 P-3033 Screen Spring,SS Fl.Screen SS
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16„ FL PE#58201
72 S-6063C2
er,Fixed Rail Mikron Vinyl O 1239 JABARA AVE.
NORTH PORT,FL 34288
73 S-1112 Reinforcement,Impact Hook Keymark Alum PH.941.380.1574
74 P-3541 1#8 x 1/2",Pan Head,TEK Fastenal Steel
15/16" 1/2" SHEET DESCRIPTION:
LINE ITEMS NOT USED: s 5 3116"] 1 3" y BOM AND EXTRUSIONS
5,7,11,15-17,21-22,29,31,33-36,41-43.46,49-50, "
55,57-61,69 } � 70
7/6" 1/16" O
SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/120#
S-1577 D : .
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE` SHEET
1:2 40F6
IM6"MAX.(TYP.) 17"MAX.O.C.(TYP.) WINDOW SYSTEMS
-" 1900 SW 44TH AVE.
6•MAX.(TYP.) OCALA,FLORIDA 34474
SEE NOTE 2 8100 PVC
101/2" I I V
MAX O.C. SINGLE HUNG
(TYP')-�— IMPACT O INSTALLATION
ANCHOR(TYP.)
- I I N
. -- - -- - "-- -- --1- — - - - ---- I - - -- -- - - - maoW
1
__— MTO RAIL ~
W 0] m
4"(TYP.) I I 07
I I c 0
a £ CA
m
10112" ¢ ¢ p
MAX.O.C. i
(TYP.)
w 0:
ao d
I ^ I a
I 4 I o Ld w
LJW
� O
4•(TYP.) Q Z
4"(TYP.) NO ANCHORS REQUIRED IN SILL
ANCHORLAYOUT-(FLANGE) :JGP;•��CENSF., r
No 58201 :9�
NOTES: 9O� STATE OF :441
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL, i�c0•�C R l9 P:N
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 ���4►S�OfVA�++EGA,
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 6. 4/11/2015
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 LUCAS A.TURNER,P.E.
BE PROTECTED TO PREVENT REACTION. FL PE#58201
1239 JABARA AVE.
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 NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 6. 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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. D B : .
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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
CWS-812 B
9,SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: C SHEET
FMAIAAMA 100(FIN WINDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:15
5OF6'
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT WINDOW SYSTEMS L
MIN.EDGE DIST. BY SEE TABLE 1 SUBSTRATE
SEE TABLE 1 1/4"MAX.SHIM SEE TABLRE 1 OCALA,S 1900 SW LTH AVE.
t CAFLORIDA 34474
SUBSTRATE BY OTHERSW W W.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 8100 PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLATIONSINGLE HUNG'
SEALANT BEHIND C� SEE TABLEANCHOR IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
�2 N
.- W
Om co Q
O � �
PERIMETER SEALANT y
BYINSTALLER Q }
INSTALLATION ANCHOR INSIDE AND OUT w m m
SEE TABLE 1 SEALANT BEHIND �
FLANGE BY INSTALLER LL a
0
HORIZONTAL SECTION c N LD
CONTINUOUS DOUBLE 3/16"BEADS OF a Z >
TREMGLAZE U1600 SEALANT AROUND 6 TYPICAL JAMB ANCHORAGE w Q O LU
PERIMETER AT ALL INDICATED POINTS a BETWEEN FRAME AND BUCK BY INSTALLER. w ccLL
U
1/4"MAX.SHIM p 0 U
SEALANT BEHIND am ¢ D
FLANGE BY INSTALLER
m Q Z
EMBEINSIDE AND OUTIMETER SEALANT S E TABLEDMENT ,,y�P�D
`�JVP�•v� SF•;'py��
t No 58201 -p
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE I �9� STATE OF -4(1
O
O
ox�K /
�A1 VERTICAL SECTION + '.• !V
6 TYPICAL SILL ANCHORAGE .....R1 .✓'G�=��`
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE 2.0 KSI MIN. 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
( ) BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF INSIDE AND OUT MIN.) 3/16"ITW TAPCON 1" 2" \� HORIZONTAL SECTION PH.941-380-1574 C \
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/8" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT KW IK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED CWG#: R .:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE SSELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 BPRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SHOWN FOR FLANGE WINDOWS. SCALE' SHEET
1:2 6OF6