HomeMy WebLinkAboutProduct Approval J�ndaB,,,fldCode Online
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�N'Product Approval
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Product ADoroval Menu>Application Detail
FL�k C
010-R8
Application Type ion
Code Version
Application Status oved
pprove y DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived p
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@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
x
Category Windows
Subcategory Fixed
� Compliance Method Certification Mark or Listing
� Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
El Validation Checklist-Hardcopy Received
�4
Referenced Standard and Year(of Standard) Standard 'Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
https://floridabuilding.orgipr/pr_app_dti"aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbapmdg74baIE3UTeOrPdqGVw%3d%3d[5/2/2019 1:34:51 PM]
Florida Building Code Online
Certified By
Product Approval Method Method 1 Option A
Date Submitted 04/08/2019
Date Validated 04/09/2019
Date Pending FBC Approval 04/15/2019
Date Approved 04/19/2019
Summary of ProdU,
FL'tlf Model,Number or Name Descrlptton
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window
$ " Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-1357.pdf
Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-1362. d[dff
Impact Resistant:Yes _FL13010 R8 C CAC CAR 138-562. ddff
Design Pressure: N/A Quality Assurance Contract Expiration Date
* Other: PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019
r' detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions
up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R8 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R8 AE EvalReport433D.pdf
�# Created by Independent Third Party:Yes
o . _
1'3010 2`_ P1N 8150 PVC Fixed Window PW 8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill.
Lt^}mlts`of Use Certification Agency CerE�ficate
Approved for use,in HVHZ Yes =K< FLt 3010 R8. C CAC,CAR t 38-261 e2 Rdf
Approved f"-`use outside HVHZ:;•Yes FL1301tO R8 C'CAC CAR 138-705e2.pdf
Impact Resistant Yes..; - FL 13010 R8 .G CAC CAR 138-706e2.pdf_
esign P'ressure''+67.5/-67 5 <. Quality;Assurance.ContractExpiration Date` ,
10 er:,Large-Missller Dp= +/ 67p5 psi, Max size"74 1/8 ;x"'r 08/12/2019,, - m
72" Outer-lite mustt6'safety giass'above'30'ft.-In HVHZ:-GlassInstallation Instructions
complies'to ASTM E1300 04. FL1"3010 R8 II• VS 510C.Rdf
Verifie 'By ,Lucas'kTurrier 58201,
.Created by Independent Third Party NoR K -
;y Evaiva'tidn-Reports...,
_ FL13010 .R8 AE Evalftport510C odf
Created'by,Independent Third Party':"Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-258.12df
Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-481. ddff
Impact Resistant:Yes FL13010 R8 C CAC CAR 138-482.odf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R8 II CWS-373C
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R8 AE EvalRel2ort373C.12df
Created by Independent Third Party:Yes
13010 4 PW 8300'PUC Fixed Window Series 83Q0'PVC Fixed`Window, Large MIs'sile Im act,48"x,72"
p
unit:sjze�:DP55,or 72 x 76"unit size-,DP67_.5,.(DP65 outside
q_ .... t.
HVHZ)
Limits of Use Certification Agency'Certificate
Approved for 6se;1fi44VHZ Yes, y , FL13010 R8 G CAC`CAR 138-7093.pdf
� Approved for use outside HVHZ:�Yes FL13010�'R8 C=CA6'tAgi138=1320"e2. d�f ,,
,'Impact Resistant:Yes FL13010 R8, C CAG'CAR 138s250.odf
' D'esigwPressure N/A FL13010,R8'C.GAC,:CA11 138=2 74ez.odf `
>- Other .Sizes up to;48;x 72' unitsize at design pressures of FL10�0 R8 C CAC'CAR 1�8-457 pdf
. �.
https://floridabai[ding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDq%QEb8FEH6OVrs5wFsA•'Ukbapmdg74baIE3UTeOrPdgGVw°/a3d%3d[5/2/2019 1:34:51 PM]
Florida Building Code Online,
r
�. +/, 55 sf or in sizes,Up.to;72 x 76 unit s[ze at designE _; FL13010 R8 C CAC CAR'i38-465
` pressures of+/ 67.5 psf 16',HVHZ or,-+/ 65,psf outside the FL1300 R8'C CAC CAR 138=534:pdf'
HVHZ,with- R8.r�-CAC y AR138- 30clpi
Glass complies to ASTM E1300 04 `FLi 010 R8 C CAC'CAR 138-73aeLpdf
Quality.Assurance Contract Expiration Date s ?
03/16/2020,
!/ Installation Instructions. .,
-- Verifletl By:.Lucas A:,Turner,,P E FL_P.E458201
Created byIndependent:Third Party:, o'
�.
Evaluation Reports..w ?,
7 L 3610"R8 'AE EvalRe" 0 9 pA'
h Created by,IndependentThird Party;Y,es
t
Contact Us::�601 Blair Stone Road.Tallahac_c_ee FL 32344 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Cooyrloht 2007-2013 Stateof Florida.:LPrivacv Statement:;Accessibility Statement:;Refund Statement
G= 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:
' v 7 ® eCltacA
�M
Credit Cal tl
-771
�4
x
V
https://floridabtiilding.orgfpr/pr_app_dti.aspx?param=wGEVXQwtDq%QEb8FEH6OVrsSwFs�%`Jkbapmdg74baIE3UTeOrPdgGVw%3d%3d[5/2/2019 1:34:51 P1i]
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159E
September 7,2017
Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55
or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`11 Ave, Ocala,FL 34474
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 61h
Edition(2017)Florida Building Code including the HVHZ. 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-159E,signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3954-01 and-1A, and NCTL-210-3955-01 and-IA, from National
Certified Testing Laboratories, Orlando, FL, with Testing Performed: AAMA/WDMA/CSA
101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 201,202,203 1994(TAS
reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P.E.)
4) Supplemental Calculations to support CWS-159E,signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-159E.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159E, with Kuraray(Dupont)SentryGlas Interlayer per
Miami-Dade NOA 14-0916.11 t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.02t in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 17-0206.10t
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply vvith the requirements of the 6"'Ed. (2017)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.
;,�t�b}ltirll�r�
= 9/07/2017
y .�a�,fiTt= P :� Lucas A. Turner, P.E.
►Q;•, �,,•_ FL PE #58201
4D ti
�t,�tlit h R<a�Rig
Document Title: Doc No: FIRM B1-02
Structural Performance Rev No: 7 P-w- .1 Of: 1
"YS?ONIt,
Certification
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 138 - 739.0
Issue Date: 10/28/2010-
Revision Date: 11/13/2015
Expiration Date: 3/16/2020
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 atwww.keystonecerts.com.
Licensee Information: Product Information:
Custom Window Systems, Inc Model: 8300 Fixed with Fin or Flange
1900 SW 44th Avenue Operator Type: FW
Ocala FL 34474 Config: No, GS-5/16"Ann Lami IG
Max Width: 48
Max Height: 72
Referenced Standard: Product Rating:
PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 O
Qualifying Test Information:
Test Report No: NCTL-210-3672-1 &-2
Test Report Expiration:13/16/2020
Authorized Signature:
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTO N EC ERTS.C O M
GENERAL NOTES: Q�myia
PICTURE WINDOW - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 19DO SW 44TH AVE.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
491/4°
73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX OVENGE WIDTH 8300 PVC
MAX.OVERALL FLANGE WIDTH
48• 72• 3.CONFIGURATIONS:"0".ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
451/8" 69 118" 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A —————————— ———— GLASS TABLES ASTM E-1300-04e01/09. ¢ Z ¢Z?y
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER < o w O m w Oo 0
I 1 I I I ASTM INFILTRATION
T 0-0TEST PRESSURE AND GLASS TABLES w Z O z
W F-
a Fw�zO�2m
-- 77 1/a' I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z z= ¢ w 0 p
MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O O I-O(;na._F_D_
U L) F
OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD, p Z—rn Z Z F j U)7MAX.4" B I I B HEIGNH7 I i ANCHOR CALCULATIONS. } 0 3 L)w z=LL UO Z
OVERALL
HE�IGNHT I I I I I 6.PRODUREQUCT
APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT a 21 1,-?�O
72' I I UNIT O I a O=aOw0grn
O In w CD w
MAX 7.ALL FRAMES ARE FULLY WELDED. R Z N w O-+m t-
HEIGHT
UNIT O w f-O a �-
MAX I I I I 8.SERIES MODEL DESIGNATION PW 8300. a = a w Lu a rn
HEIGHT a ~ a a a
I
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:I 73 t18' I I Aaauurtrrrt
691/8' GLASS O=FIXED SASH. d� ORr=W rrri
J P�.......T +.
GLASS I I B DLO i i ♦�`5.•'�CEA1 G,fri
DLO I 8 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
C I LOCATION. No 56201 '�A
I g STATE OF :�14
8 A
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 I RESSURE RATING IMPACT RATING DRAWN BY: DATE:
GLAZING DETAILS ARCHITECTURAL .................3 ANY 48"X 72" +/-55 PSF ADE 05/05J07
SECTION VIEWS...................................A _
+- -LARGE MISSILE IMPACT ow # REV.:
EXTRUSIONS&B.O.M........................ 72"X 76" CWS-159- E
6-7
ANCHOR SCHEDULE&NO7ES.........6-7 5 PSF SCALE
HVHZ 67. :
INSTALLATION DETAILS.......................8 SHEET
120 1 OF 8
WINDOW SYSTEM
1900 SW 44TH AVE.
- FLORIDA 34474
WWW.
W W W.CWS.CC
f� PVC
PICTUREURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
Err
.._._...._..._......._..--—..._... a z
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FULL CIRCLE z w o o a r Z w
TOMBSTONE w z O Z G_--t
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No 55<01 •LPL
OCTAGON
TRAPEZOID �30: STATE OF
NOTES: y
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
01
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL JA#RA AVE.RECTANGULAR WINDOWS ON SHEET 1. 123H PORT,FL 34
NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
-- - DWG REV.:
CWS-159 E
SCALE: SHEET
1:1 20F8
WINDOW SYSTEMS L�-�
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
a -Z 3: az�
1- ❑WO WWO,
W zpz D rzw
o I-W�Zo3:gx
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O OF-O Li,Q=F�
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3116'ANNEALED or TEMPERED 3116"HEAT STRENGTH or TEMPERED Z O U U ujzc
U—
1/2"AIRSPACE 318"AIRSPACE �, p OF W Z
r F- W—=O_
5/16'LAMINATED 7/16"LAMI GLASS H of oclF}-}N U
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1/8"ANNEALED 3/16'HEAT STRENGTH a Z=d c�O rq
O WI-O O.= Y
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER x W W w U
o r a W IL
1/8"ANNEALED 3116'HEAT STRENGTH
QUANEX DURASEAL 6 PURFECT GLAZE".H' gUANEX DURASEAL g PURFECT GLAZE"H' ���``Vy_• C E$^.TG,Q"t
IG SPACER
SIKAFLEX 552 IG SPACER SIKAFLEX 552 �c;`" No 55e01El
y�1r
10 1!2'GLASS BITE 10 1/2°GLASS BITE
7 7 �O: STATE OF .40
L O R 1
z�
GLASS TYPE A GLASS TYPE B 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
GLASS MAXSIZE ORAWNBY: DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 W X H ADE 05/06/07
DP+/-55 A 48 X 72 REV.:
` CWS-159 E
DP+/-67.5 B 72 X 76 SCALE: SHEET
1:1 3 OF 8
T
4
avEm
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
INTERIOR
7 6 8300 PVC
B 9 9 s PICTURE WINDOW
o a e IMPACT
7 7
1 a z Z-D:
a O Z owo Qwoo
1D � w zOz ��_Z_r
o �w�zF-�gx
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. ce.isEG'�y'%
'�C«' No 55281 "•
of STATE OF i��
11 8 9 #(Oki%*VA
10 ❑ z�.
O Q LUC FL PE#58201
P.E.
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 B
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME
ADE 05/05/07
DWG REV.:
- CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION COMO
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.Cc
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC `
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER
8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE a ? <W o a
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w 00
w
Lazoz a:—?t
LL Hw zF-�2x
10 S-6064 GLZ- BE., FXD. (1"O.A. I.G.) MIKRON PVC o a m§>o o m
z zx240r
11 GLASS SEE SHEET 0 oI-od4=°w
0 00rza-I--wcL
0 p —Zuj�j�Ucn
3 1/8" 31/8" o w p:m
a
1 2 3 4 5 cr _~� w�w�
1I1II^^I�III 11I^^11I�III m r a m a
21/16" �U 1/16" 1/16' 00P11ORE)1.r '
2 718"
S9: STATE OF
PVC FRAME FLANGE-H-60066
PVC FRAME FIN-H-6006A X
1/4" 9/22/2017
LUCAS A.TURNER,P.E.
1/16• 1/2' 3" FL PE#58201
7/8" 0 L� 1 1239 JABARA AVE.
3/16" 8 NORTH PORT,FIL 4288
PH.941-380-1-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
AIDE 05/05/07
DWG#-. REV.:
- CW S-159 -E
SCALE: SHEET
1:1 5 OF 8
14'MAX.O.C.(TYP.)
"6'MAX(TYP.) IIIIIIIII ' SIIIIE E NOTE 2 4 MAX.(TYP.) IIII1IIII 8"MAX.O.C.(TYP.) SIIIIIIIIII
E
E NOTE 2
AX(TYP.)
1900rw SW0 44TFDH=}A VE.
6'MAX.(TYP.) OCALA,FLORIDA 34
kI4'7 4
---------- ————————— WWW.CWS.CC
8300 PVC
e PICTURE WINDOWAxOC
INSTALLATION (TYP-) INSTALLATION IMPACT
1 ANCHOR(TYP.) ANCHOR(TYP.)
MAX O.C. < po(TYP_) owo w
W ?zoz r
I o i °I_wz �2x
Z Zx2a�=�0 ol-O6aw O UyI-Z D•
aoo n
ozoz
w°° zav000
W U- n 0 w nwZ 0- Cn -
0 to
I o w1=0 0.
—————————— —————————— =
= a 3W"'
a a
''S�ipuuibpi�/
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) pt.0 (4 7G�,
DP+/-55PSF DP+/-55PSF �`�GG'"..�GEtJ$'�,
.` No 56281 %-A
?11Q, STATE OF -*&J
...........
���
NOTES: "llrOi IilifVAulk,��`,
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE XZ
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 8. 9/22/2017
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
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 8. PH.941-380-1574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY:. DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07
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. DING 0. REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 - E
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING.THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8
wlwoovv srsTgns Ll�
4'MAX(TYP.)
FT
IIIIII 0 IIIIII AN TALLAT P) IIIIII 8'MAX O.C.( tOP.)
(TP.) 7 5/6'MAX O.C.(TP.) IjIIIIII
1900Q SW?44 TH A V E.
SEE NOTE 2 4MAX(TYP,) SEENOTE2 OCALA.FLORIDA 34
47
4
8"MAX WWW.CWS.CC
8300 PVC
PICTURE WND
O
W
756 MAX O.C. IMPACT
MAXOC �P) <zo
woo Zz arw
OQwZO__
INSTALLATION } 0:3:0
ANCHOR(TYP.) L- F-w ZF-Sg=I Z Z=mawWpO0 OF 06<=F ff0UHF ZnPcoa
O Z— Z~00
Z O(9. Vj 7U—
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— -------------- 's`�µ,uui,pp��
————————————————
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ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) J •No SS211 •'
DP+1-65 PSF DP+/-65 PSF ;
0: STATE OF '(0
'���c(`•'r1 OR1�r'2`C
NOTES:
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE y
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 8. 9/22/2017
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.
FL #58201
RAA
BE PROTECTED TO PREVENT REACTION. 1239 JA JABARAAVE.
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 8. PH.941-380-1574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE&
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. 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:
ADE 05/05/07
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. DING .
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E -
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMAIAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMAIWDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
MIN.EMBEDMENT
SEE TABLE I SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS Comm
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEETABLEI WWW.CWS.CC
SEE TABLE 1 � 1/4"MAX.SHIM
.
SUBSTRATE BY OTHERS MIN EDGE DIST.SEE TABLE 1
SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE I INSTALLATION ANCHOR PICTURE WINDOW
BYINSTALLER SEE TABLE 1
INSIDEAND OUT MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND n
FLANGE BY INSTALLER 1/4'MAX,SHIM �� fJ Q Z Q Z 0i
0 o LJ PERIMETER SEALANT Z w w p ¢W a w
PERIMETER SEALANT BYINSTALLER W Z O Z W_ I=
BYINSTALLER INSIDE AND OUT O Q U)3}O W 3'm
u
H W Z h O2
INSIDE AND OUT INSTALLATION ANCHOR Z Z=�¢0_WOO
SEALANT BEHIND SEE TABLE 1 O O F-O Lj¢d lz-F-W
FLANGE BY INSTALLER SEALANT BEHIND p Z-N Z Z F.O cn
\ FIN BY INSTALLER Z O(9 U vj S U-
INSTALLATION ANCHOR / et I HORIZONTAL SECTION �C ` HORIZONTAL SECTION } Q-O W o=O Z
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE F.F I-
HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- tr F}-}2 O
W �ri)w �W
p wl=-0 d2 }
= d [r3:Wul
a
(� 114"MAX.SHIM a40 gOREW,f'0'0
SEALANT BEHIND �J G
FLANGE BY INSTALLER
PERIMETER SEALANT
BYINSTALLER MIN.EMBEDMENT -•
INSIDE AND OUT SEE TABLE I ' =¢�
4r1�
SEE SUBSTRATE BY OTHERS
MIN.EDGE DIST.
SEE TABLE I
SEALANT UNDER SCREW /A'\ VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE JJ��
2r0�17
TABLE 1:APPROVED INSTALLATION FASTENERS 9/27J
LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIYAMBLEDM MIN.EDGE DIST. J FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116'ITW TAPCON " 2" BYINSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1• INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION SHEET DESCRIPTION: -
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1 3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
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:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD 7/16' UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION_ WS-159 - E.
-GRADE ADHESIVE CAULK IS APPLIED DWG REV.:
FLANGE
1/8"ALUM.(6063-T5 MIN.)OR - #10 GRADE 5 SELF-TAPPING/- FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. '- - C 1/8•STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8