HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online
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,Product Approval
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Product Aooroval Menu>Application Detail
a� 3 FL# tpproved
Application Type
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Code Version
Application Status
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5 y DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
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Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
}h,, l R ,F;.
-6922 Ext 245
v (352)368
kpine@cws.cc
'Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
5` Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
' Y Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
a � ,
z ;Category Windows
Subcategory Fixed
'Compliance Method Certification Mark or Listing
gyp;e Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
;�, � Referenced Standard and Year(of Standard) Standard Year
' &�*x' AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/LS.2/A440-08 2008
t � ASTM E1886-05 2005
„ 4 ASTM E1996-05 2005
I{{ a d PA TAS 201/202/203 1994
9
Equivalence of Product Standards
https:"fl..Oabuilding.org/pr/pr_app_dtl.aspx7paratn=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d[7/5/2018 2:47:55 PM]
Florida Building Code Online
Certified By
xt �R
` Product Approval Method Method 1 Option A
t x 4
Date Submitted 05/30/2018
r
y #", Date Validated 05/31/2018
a61 -Date Pending FBC Approval
Date Approved 06/10/2018
d
x
Summary of
t: FL#x Model,Number°or Name Description _ 0, �
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 R6 C CACAR i 8-13S7;pdf
' a Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362.odf
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date i
Other: PW-8150, 36"x 72"and 72"x 76"see installation 09/14/2019
xr ig ,_, 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 R6 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
^'F_ ' Created by Independent Third Party: No
s1 Evaluation Reports
{f + { *, • FL13010 R6 AE EvalRenort433D.12df
t Created by Independent Third Party: Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window, Continuous Head&Sill.
Limits of Use Certification Agency Certificate I
x Approved for use in HVHZ:Yes FL13010 R6 - A AR 13R-7F,1P2
t � F Impact`Resistant•Yes Ide HVHZ..Yes, FL13010 R6 C CAC CAR 138-706e2 pdf
Approved for use outs R 13 70SP�apf
A .+ Design,Pressure-+67.5/-67.5 Quality Assurance"•ContractExpiration Date I
i Other: Large Missile,Dip= +/-67.5 psf, Max. size 741/8"x 08/12%2019
I `t 72"..Outer lite must be safety lass above 30 ft. in HVHZ. Glass Installation Instructions
complies to ASTM E1300.04. FL13010 R6 II CWS-510C.Ddf
' Verified By: Lucas A.Turner 58201
Created'iby Independent Third Party.;No,
I*. Evaluation Reports
FL13010 R6 AE Ev8lR port5lOC pdf
Created by Independent Third Party: Yes
—
a a
1 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC FIg/Fin Fixed Window, 120"x 48"
i '.
a d Limits of Use Certification Agency Certificate
s" } Approved for use in HVHZ:Yes Fl 13010 R6 C CA AR 8- 58 pdf
Approved for use outside HVHZ:Yes FL13010 R6 C CACCAR 138-481e2.pdf
Impact Resistant:Yes FL13010 R6 C CACAR 138-482e2.pdf
t.F Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
4
: ,� ���1: Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019
Impact. Glass complies to ASTM E1300-04. Installation Instructions
x` t "'` �Sr FL13010 R6 II CWS-373C pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
` F Evaluation Reports
' FL13010 R6 AE EvalReport373C pdf
Created by Independent Third Party: Yes
f , w w 13016.4., PW-8300 PVC:Fixed Window, PW-8300 PVC Fig/Fin Fixed Window,120"•x 48
L1 Approved for use'In HVHZ Yes.' FL13010 R6 C9CACyC Certificate
mits of Use CertificationA enc
k AAR 138-1093 pdf
§ - } Approved for:use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1320 df
:iYes
v; Othe9:,P Pressure:
1+ x•48" DP= `" 010 R6"C CAC'CAR CAR 138-274e d' " {
Des Impact
Pressuret+70/-70 p 9 FL13010 �- '
+,/,70 sf. Lar e,Missile FL13010 R6-C CAC CAR 138-457pdf
Impact. Glass complies to ASTM E1300-04. FL13olo R6 c cAc .AR"138-465.pdf•
FL13010 R6 C CAC CAR 138-5 4Rdf
https://flondabuilding.org/pr/pr_app_dtl.aspx7paratn=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d[7/5/2O I8 2:47:55 PM]
Florida Building Code Online
"F 1 Oi0 -R6 C CAC
C ._AR 1 8J3na2.Ddf
+ " x F 13010,.R6 C CACCAR 138-73961PdL
Quality Assurance Contract Explration'Date
03/16/2020"
•Installati6n Instructions
FL13010 R6 11 CWS-1 S9E,pdf
F Verified By: Lucas A.Turner, P.E FL PE'#58201°
Created by Independent Third Party: No
w
- Evaluation Reports
q , FL13010 R6 AE EvaIRPDort1591 Ddf
Created by Independent Third Party:Yes-
o ON
1I
4 Contact Us::2601 Blair Stone Road Tallahassee FI_32399 Phon •8 0-487-18 4
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 mall.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 the have one.The emails
P P P Y
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:
1 d Credit Card
Safe
5
�.n
1
https://floridabuilding.org/pr/pr_app_dtl.aspx7paratn=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGfEA%3d%3d[7/5/2018 2:47:55 PM]
TT RNER 1239 Jabara Ave.
v North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, 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 si]D5
or 72"x 76"unit size DP67.5 (DP65 outside HVHZ)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirementsProduct Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements Edition(2017)Florida Building Code including the HVHZ. The product testing standards performeare
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-lA, and NCTL-210-3955-01 and-lA, 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.
I
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 17-0206.1 Ot
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 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.
%%0%t111st1rrjr
9/07/2017
�� � o F +� Lucas A. Turner, P.E.
%� ;•,,�� � � FL PE #58201
'rrs/ONA %0-N`
Domment Title: Doc No: FIRM B1-02
�YSTONk,
Structural Performance Rev No: 7Page: 1 Of: 1
CERTIFlC/�TIONS.INC. t Certification
Authorization Report
Required By: PRO 131-03
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 at www.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: 3/16/2020
Authorized Signature:
Keystone Certifications, Inc.
564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Phone: 717-932-8500
Fax: 717-932-8501
W W W.KEYSTONECERTS.COM
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:
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 HURRINCANE ZONE(HVHZ) 1900 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. WW W.CWS.CC
491/4' 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH
MAX OVERA,� NGE WIDTH 8300 PVC
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" 691/8" 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. 4 Z Q z
INOSLTRATIITIVE DESIGN LOADS BASED ON,ON TEST PRESSURE AND GLASS TESTED PRESSURE,URE,WATER I-- w w pQ Q w won
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MAX. { I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 F-0 cj a�Ff a
MAX. I I OVERALL I DETAILS.i ANCHOR CALCULATIONSINDLOAD �TION FACTOR Cd=1.6 WAS USED FOR WOOD z zO Z U o F-LL Z
0VERAL
HE NG B i I i B 76, I I 6 PROD REQUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q O}>?t z
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HEIGHT 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
69 1/8' I1 II 0 SS{ I 0=FIXED SASH. �+vG� POREW
SS DLO
P ^�
O 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INASIMILAR
LOCATION. No 5S201 -P
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8
�� STATE OF
——————————————— .—
:�cc'F4OB1t?P��2:�
8 A �iN YONA�`r_10
9/2 212 0 1 7
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 B ELEVATIONS.......1 °TQPJ I N PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
GRLAZI G DETAIL SHAPES..................
HAPES................3 ANY 48"x 72" +/-55 PSF ` Y
CHITECTU CADE 05/05/07
SECTION VIEWS..O.M...........................4 b I _ +- LARGE MISSILE IMPACT owc u: REV.:
EXTRUSIONS E B.O.M........................6-7 72"X 76" CWS-159 E
IANCHOR SCHEDULE L NOTE...........6-7 HVHZ +/-67.5 PSF SCALE:
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
WINDOW
Dlt.]J(lSYSTEMS
STEMS•
1900 SW 44TH AVE. Il/I
fir--'--""--•� /" OCALA,FLORIDA34474
WWW.CWS.CC
(f \ 8300 PVC
PICTURE WINDOW
i IMPACT
FULL ELLIPSE("OVAL")
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FULL CIRCLE z w J o <W O w
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;v. No 56201
OCTAGON
TRAPEZOID '�' STATE OF F10
• O�FSFZ O R 1 O P `
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.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201
RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.
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:
1/4 CIRCLE SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
- - - - DWG#: REV.:
CWS-159 E
scALE: SHEET
1:1 2 OF 8
cwbfflo-
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
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W HW ZH�2S
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1/8"ANNEALED 3/16'HEAT STRENGTH
QUANEX DURASEAL .�` PgOREw�r'1�.
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SIKAFLEX 552 IG SPACER SIKAFLEX 552 • No 582 1
10 112"GLASS BITE 10 1/2"GLASS BITE * ••
7 7 ^ nQ; STATE OF :it;
9cF'•.10R1oP.N
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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 DRAWN BY: DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPF W X H ADE 05/05/07
DP +/-55 A 48 X 72 G#: REV.:
CWS-159 E
DP +/-67.5 B 72 X 76 scALE: SHEET
1:1 3 OF 8
4 wlNoaw SYSTEMS '
1900 SW 44TH AVE.
T
OCALA,FLORIDA 34474
W W W.CW S.CC
INTERIOR
7 6
s 9 9 s 8300 PVC
PICTURE WINDOW
0 s a
IMPACT
7 7
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��C:• No 55201 ••'��'Ir
pt STATE bF :�+w
11 8 9 �SSIQ�a
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TURNS
u u LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
7 6 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW A-A
SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME _ ADE 05/05/07
"- - - DWG 0:- REV.:
CWS-159 E
SCALE: SHEET
1:1.33 40F8
1
PARTS LIST FRAME CORNER CONSTRUCTION I,�y_ _lb
mm
ITEM PART# DESCRIPTION VENDOR MATERIAL � VcJrJc/r]a(v�
WINDOW SYSTEMS
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 SCALE1:8 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 z a z 3:
9 P-3752 CAP PLUG, 1/2" HOLE ci
M&M SILICONE z w o a r UJ 0°w
w z0Z �-z�-
10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC 0 �w 3 z 0 X�
11 GLASS SEE SHEET Z zx2¢�w000
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��.%jlp�iORFW
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2 7/a" -: No 58201
11/2' Q: STATE OF
'i ...
��.
PVC FRAME FLANGE-H-6006B 1" s gin....... ,
PVC FRAME FIN-H-6006A X�
va"
T—f 9/22/2017
LUCAS A.TURNER,P.E.
1/16^ 1/2' 3" FL PE#58201
7/ 10 L—� 1239 JABARA AVE.
3l16' S NORTH
PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
GWS-159 E
SCALE: SHEET
1:1 50F8
14-MAX O.C.(TYP.) I � •II S II/if
6'MAX.(llP.) IIIIIIIII SEE NOTE 2 MAX.(TYP.) I(IIIIII 8-MAX.O.C.(TYP.) S!IIIIIIIIII
EE NOTE 2
WINDOW SYST
EMS
4AX(TYP.)
1900 SW 44TH AVE.
6•MAX(TYP.) OCALA,FLORIDA 3447
4
—————————— WWW.CWS.CC
8300 PVC
PICTURE WINDOWMAxo.c.
INSTALLATION (TYP.) INSTALLATION IMPACT
14' ANCHOR(TYP.) ANCHOR(TYP.)
MAX I I ZQ 0oI I w
awo
,11
IL
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———— cL x——————
a � a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ���10tP DREW,T���ii
OP+/-55 PSF OP+/-55 PSF 4 5
i�T� .(ppl4Pej��Q`
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 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z
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.
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 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-AI2CHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: 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 FLASHINGSTRATEGIES FOR OVERALL WATER RESISTANCE SCALE:F INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 6 OF 8
4"MAX.(TYP.)
8-M—AX—.D.C.(TYP.)
T—P.—) ———".,EE
IIIIIIII
WINDOW SYST
EMS
AX(T 7 5/8'MAX.O.C.(TYP.) 1900 SW 44TH AVE.SEE NOTE 2 4•MAX(TYP.) NOTE 2 OCALA,FLORIDA 3447
4
�6" WWW.CWS.CC
8300 PVC
PICTURE WIND
O
W
T7T
7 518" MAX O.C. IMPACT
MAX O.C. (TYP-)
P a z
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TALLAT
A I INSTALLATION O of m
N P•) ANCHOR(TYP.) W F-w Z F-3'2=
Z Z=2awWOOO OF-o6< Fw
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I ! I Z Zo5-��oU)
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ANCHORLAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
DP+/-65 PSF DP+/-65 PSF No 58201 :�P
f9Q: STATE OF
NOTES: ,���SS+�NAini��`4`•
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 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 PE# l
BE PROTECTED TO PREVENT REACTION. 1239 JABARA RA AVE.A
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 8
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. DWG a: 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), FMAIWDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
MIN.EMBEDMENT // p/]((Villlfyjy�•I'(/p,��/,{
SEE TABLE 1 SUBSTRATE Ll�(y(('L�(�((��1111CY
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS
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
SEE TABLE 1 114"MAX.SHIM SEE TABLE 1 yWYW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BYINSTALLER SEE TABLE I PICTURE WINDOW
INSIDE AND OUT �� MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND ( Q Q Z
FLANGE BY INSTALLER �p
1/4"MAX.SHIM
❑ Ll PERIMETER SEALANT Z W H O Q W O W
PERIMETER SEALANT a BYINSTALLER W Z O Z rr H
INSIDETAN OUT INSIDE AND OUT ILL 0 FF--W 3 Z O��_
INSTALLATION ANCHOR Z Z 2 ¢�W 0 0
SEALANT BEHIND SEE TABLE 1 O 0 F-O Lj Q=F�
FLANGE BY INSTALLER - SEALANT BEHIND Up Z—�—Z�7
INSTALLATION ANCHOR g HORIZONTAL SECTION C'\HORIZONTAL SECTION FIN BY INSTALLER Q U Z U N Z 0 LL
U—
SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE < O w-O Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION F< � F}->� O g
IRE ZW OfnWUOJ[nF-
a
a
?t-a w3:w
� a
SEALANT BEHIND 1/4'MAX SHIM `��%11%Pt10R_Eby�T ie
FLANGE BY INSTALLER O ',•mil S� 'Pq�
5�CEN"''•G yi
v: N- 58201 -•-AL
PERIMETER SEALANT MIN.EMBEDMENT *' '1r •"�`
BYINSTALLER = '
INSIDE AND OUT SEE TABLE 1 ^� STATE OF •'ttl�
SUBSTRATE BY OTHERS f�ij�s'/O ... ��O,,
SEE TABLE 1 MIN.EDGE DIST. 4n�p��tip��
SEE TABLE 1
SEALANT UNDER SCREW VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
a 9/22/2017
zz
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MINAMBEDMRKT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/ ' 1-118" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 2" BYINSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1' INSIDE AND OUT \ PH.941-380-1574
1 HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" B BOX FRAME INSTALLATION
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON ?3/8° 7/8" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN Sr. DATE:
16 GAUGE(0.060-)MIN.STEEL STUD #10-16 HILII KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED owc a: REV.:_ --
FLANGE
1/8'ALUM.(6063-TS MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16^ INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
1/8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2XMIN.SOUTHERN PINE(G=0.55) 1#8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 8OF8