HomeMy WebLinkAboutProduct Approval Florida Building Code Online i
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Product Approval i
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Product Aooroval Menu>Application Detail fsC^T FL# FL13010-R6
Application Type Revision LM
Code Version 2017 l ;i;
Application Status Approved
pproved by D r als R Sh. e re ' ed tied y I.
the POC and/or Co i sion i necess
Comments
Archived ! ��
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Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
"r .F (352)368-6922 Ext 245
{ kpine@cws.cc
Authorized Signature Kevin Pine
fitiIr ;�4r kpine@cws.cc ;
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474 l
(352) 368-6922 Ext 291 I
jlathrop@cws.cc it 1F
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291 !
F k jlathrop@cws.cc a
Category Windows
Subcategory Fixed
_ ry
Compliance Method Certification Mark or Listing I w;
d r Certification Agency Keystone Certifications,Inc. 4
e 1 t
K � Validated By Steven M. Urich, PE If
Validation Checklist- Hardcopy Received i? 42,
Referenced Standard and Year(of Standard) Standard Year Ij
5�F
�s AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
%r AAMA/WDMA/CSA 101/I.S.2/A440-08 200841.
4j
`.- ASTM E1886-05 2005
" # ASTM E1996-05 2005 +
r = PA TAS 201/202/203 1994
Equivalence of Product Standards
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaazonS2SDienp6kee9uGtEA%3d%3d[7/5/2018 2:47:55 PM]
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,Florida Building Code Online
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�- Certified By ,
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Product Approval Method Method 1 Option A
Date Submitted 05/30/2018
Date Validated 05/31/2018
Date Pending FBC Approval !i
, Date Approved 06/10/2018 it
.i,p Summary;of Products 3" ij
FL# Model,Number or Name Description + s
- -- i.
s 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window
;ire Limits of Use Certification Agency Certificate ti
Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 138-1357.pdf f. ;
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-1362. dp_f
Impact Resistant:Yes FL13010 R6 C CAC CAR 138-562.pdf y
" 101Design Pressure: N/A Quality Assurance Contract Expiration Date :�•
Other: PW-8150, 36"x 72"and 72" x 76"see installation 09/14/2019
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 GWS-433D.pdf I.
Verified By: Lucas A.Turner 58201 �� !
Created by Independent Third Party: No I i�
Evaluation Reports
FL13010 R6 AE EvalReport433D.12clf
Created by Independent Third Party: Yes `
� I
`< 1301,0':2 PW-&150'PVC Fixed Window PW-8150 PVC FIg/Fin Fixed'Window,Continuous Head.&Sill. t�•. l
Limits of Use Certification Agency Certificate �t
Approved for use in HVHZ:Yes FL13610 R6 C GAC CAR 138-261e2. ddf '!
`T11�= Approved for use,outside HVHZ:.Yes, FL13010 R6 C CACI CAR 138.705e2 pdf ii
Impact Resistant:Yes FL130]'0 R6 C CAC°CAR 138=706e2:ntlf ! S;
Design Pressure: +67.5/-67.5 Quality Assurance Contract"Expiration Date
Other Large Missile, Dp +/- 67.5.psf,.Max. size-74 1/8"x 08/12/201.9
, r
r„ 72". Outer lite mutt be safety glass above 30 ft. in;HVH_Z. Glass Installation Instructions
{z ' com,plies,to ASTM E1300-04. . FL1301G 'R6 II CWS-S10 .odf
Verified,By: Lucas A.Turner 58201 tr
Created by Independent Third Party: No, I?
Evaluation Reports y; j
R6 AE EvalReport510C.pdfI fl
° �` •
Created,by IndependehtThird,Party:`Yes
ii
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC FIg/Fin Fixed Window, 120"x 48"
Certification A enc i.
Limits of Use g y Certificate
Approved for use in HVHZ:Yes FL13010 R6 C CAC CAR 8-2S8 2.ndf
Approved for use outside HVHZ:Yes FL13010 R6 C CAC CAR 138-481e2.pdf
Impact Resistant:Yes FL13010 R6 C CAG CAR 138-482e2.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date ifs
Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2019
E a Impact. Glass complies to ASTM E1300-04. Installation Instructions r is
FL13010 R6 II CWS-373C.pdf -
" Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No it y 1
s` ' P Evaluation Reports
FL13010 R6 AE EvalReport373C. dmf i4
Created by Independent Third Party: Yes .
110, 13010:4: PW-8300 PUC,Fixed,Window` PW-8300 PVC Fig/FinFixed Window,•120"x'48"
Limits of Use Certification Agency,Certificate
i 1 Approved for use in,HVHZ:Yes FL13010 R6 C CAC CAR 138-1093.pdf x
1 Approved for use outside HVHZ Yes FL13010 116 C CA _AR 138-1320 e2.odf
IImpactResistant:'Yes , ; `; FL13010 R6 C CAC CAR 138-250.pcdf
De
sign Pressure: +70/-7.0 FL13010-'R6 C CAC"CAR 138-274e2.pdf
Other: PW-8300,120 x 48", DP= +/ 70 psf. Large flissile FL13010.R6-C CAC CAR 138-457.pdf
Impact Glass complies to ASTM E1300. -04.. FL13010 R6 C CAC CAR 138-465.pdf
w FL13010'R6 C CAC CAR'138-534.pdf
:i
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Florida Building Code Online ?
Is
FL13010 R6'C CAC'CAR 138-
Ri� eFL13010 R6'C CAC CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date r Ir
03/16%2020
Install,ationJnstructions'. i {Y
FL13010 R6°I1 CWS-1'59E,ptlf
h; �?
Verified By: Lucas A.Turner, P.E. FL'PE#58201
Created by Independent Third Party: No • ;+
y.
_ Evaluation Reports=
FL13010 R6. AE-Eva(ReD6rt159E.pdf' 1
( i a
1#
� r Created,by Inde pendent Third Party:'Yes,
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Contact Us:•2fi01 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.wa
::Privacv Statement::Acce«ibiliN Statement::Refund Statement (f
& fa N,y 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 {
a 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 i A
s 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:
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URNURl�TER 1239 Jabara Ave. i i►
ER 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 size DP55
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 requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`{' 3
Edition(2017)Florida Building Code including the HVHZ. The product testing standards performed are y
outlined below.
ii
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-IA, and NCTL-210-3955-01 and 4A,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, p
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf hi HVHZ or+/-65psf
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 n
• 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 j(
• Requires glazing as shown in CWS-159E,with Kuraray(Dupont) SentryGlas Interlayer per
Miami-Dade NOA 14-0916.1 It in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.021 in DP55 unitsE
• 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. j.
L, f
Certification of Independence: I do not have nor do I intend to acquire, nor will I acquire, a financial r;
p q q ;. :.,s
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 F
in any other entity involved in the testing or approval process of this product. 9`
�1►itirr�rr�r :h.
N0RFb1r
�� :• No 58201 •: '• is
1
* - 9/07/2017 _ _ =':1
STATE OF Lucas A. Turner, P.E.
'�
Al FL FL PE #58201
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Docanent Title: Doc No: FIRM BI-02
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Structural Performance
Certification
Authorization Report
Required By: PRO 131-03
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CAR & Product |ONumber: 138 ' 739.0 '
|aoua 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 notandardizod 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 | \
facom, including inutoUation, condition of the wall/roof substrate and the age of the product and installation
components. ' �\
�
Thiuroportindionbsuthepmduotiue|igib|ofhrUhoopp|icotionoyKoyotoneCertifinntionPrognumoertifiooUon |abe|o.
Licensee oUpu|obaa in affixing rtifition \abelotopnuducts. thotibooa products are representative ofthe specimen �
evaluated and documented for certification authorization. Only products bearing such o certification label shall be
� fir
considered certified. The information in this report can boverified otvmww.keystoneoertozmm.
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
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�'Max Height: 72
,
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Product
Referenced Standard: Rating:
PA/TAS 201/202/203 Large Missile, DP +/-55.0, 48x72 0
Qualifying Test Information:
Test Report No: NCTL-210-3672-1 &-2
Test Report Expiration: 3/16/2020
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Authorized Signature:
Keystone Certifications, Inc. .
584 Old York Road, Suite
EtterS. Pennsylvania 17319
Phone: 717-932-8500 u. ~
Fax: 717-932-8501 '
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Document Title: Doc No: FRM B1-02
Rev No: 7 Page: 1 Of: 1
-� Structural Performance
KEYSTONE '
CECertification
RTIFICATIONS.INC.
Authorization Report ;r
Required By: PRO B1-03
CAR & Product ID Number: 138 - 1320.0
Issue Date: 12/11/2014
Revision Date: 5/31/2018
Expiration Date: 9/23/2021 ' _ 4
Company Code: 138 {'
i
I:
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 ZI
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.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen 11'
evaluated and documented for certification authorization. Only products bearing such a certification label shall be {! 0
considered certified. The information in this report can be verified at www.keystonecerts.com. j.
Licensee Information: Product Information: '
,
Custom Window Systems, Inc Model: 8300 PVC Fin/Flange Impact Fixed
1900 SW 44th Avenue Operator Type: FW
Ocala FL 34474 Config: No, GS-7/16" HS Lami IG s `�
Max Width: 72
Max Height: 76
..i3
Referenced Standard: Product Rating: r
PA/TAS 201/202/203 Large Missile, DP +/67.5, 72x76
Qualifying Test Information: z
Test Report No: NCTL-210-3954/3955-1A ,
Test Report Expiration: 9/23/2021
Authorized Signature: f`
Keystone Certifications, Inc.
145 Limekiln Rd. Suite 100B `!
New Cumberland, Pennsylvania 17070
Phone: 717-932-8500
Fax: 717-932-8501 '
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WWW.KEYSTONECERTS.COM 's
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PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: n��® .j
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
73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL 49114"FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC
48" 72• 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
45118" 69118" 4,DESIGN PRESSURE RATING: IMPACT
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
~� A POSSTIVE DESIGN LOADSS TABLES ASTM BASEDON9TESTED PRESSURE,WATER g ca»w O
——————— —— I INFILTRATION TEST PRESSURE AND GLASS TABLES z w_r O ¢ O w
I I ASTM E-1300-04e01/09. O a O 3}O� m
771/q^ I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z z= ¢�w 00
MAX. I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O O O z Qa a
731/4" I I FLANGEOVERALDETAILS. WINDLOAD I I ANCHOR CALCULATIONS. TION FACTOR Cd=1.6 WAS USED FOR WOOD Z COU z U
MAX. HEIGHT I IQ ��w 200 LL
FLANGE OVERALLB I 1 I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ 2 O I=-0-
HEIGHT 1 REQUIRED. F. 0 0 F}j 3>O�
I I 76" I I w �U)wU)0wmw
72" I O I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a ?=ii 0.p u)F
MAX. I I HEIGHT I I 0 w F O D_2 w U)
UNIT I I I I 8.SERIES/MODEL DESIGNATION PW-8300. a H a it ww
HEIGHT 1
I 1 731/8 I I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: �,"tttitulys"t
I
691/8- GLASS O=FIXED SASH. ,`,�y �lOREIN�.G���'
GLASS I B DLO I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR :
DLO I I C I I LOCATION. vt, No 56201 ".1 iiL
e 'P STATE OF .40
------- -- ———————————————— H1
-.,,f s/ .'. .
9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.......4 LOCATION M LGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2 ADE 05/05/07
GLAZING DETAILS................................3 ANY 48 x 72 +/- 55 PS�
SECTION VIEWS....................................4 w .. DING#: REV.:
EXTRUSIONS&B.O.M...........................5 - - LARGE MISSILE IMPACT CWS-159 E
ANCHOR SCHEDULE&NOTES.........6-7
VHZ 72 x 76 +/-67.5 PSF SCALE: SHEET
INSTALLATION DETAILS.......................8 ----.-
- - 1:20 1 OF 8
............--- �-,=�=Z=�
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7-
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CwS.Cc
8300PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
z <z
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TRAPEZOID
NOTES:
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.
PE 58201
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 1239 FL JA#RA
AVE.
RECTANGULAR WINDOWS ON SHEET 1. 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.
114 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG M REV.:
CWS-159 E
SCALE: SHEET
1:1 20F8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8300 PVC
PICTURE WINDOW
IMPACT
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1/8"ANNEALED 3/16"HEAT STRENGTH 'ttlif.01"I
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a ANEXDURASEAL,,, .. ..........
U4 6 QUANEX DURASEAL,,, 4*''--*sLCEN'q'--
IG SPACER PURFECTGLAZE"H" 6 PURFECTGLAZE"H"
SIKAFLEX 552 SIKAFLEX552
IG SPACER •
No 59201 -P1�
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10 112"GLASS BITE 10 El 1/2"GLASS BITE =-0-
7 7
13% STATE OF
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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 MAX SIZE DRAWN BY: DATE:
SETTING BLOCKS PER FBC 241 —WPE—-481-aL.l� ADE 05105107
DIP +/-55 A 48 X72 G#: REV.:
- CWS-159 E
DIP +/-67.5 B 72 X76 SHEET
30F8
4 WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
INTERIOR
7 6 8300 PVC
PICTURE WINDOW
8 B IMPACT
7
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INTERIOR ,�CREW
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No
11
10
5 9/22/2017
aum LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 6 SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME ADE 05/05/07
DWGT.-REV.:
GWS-159 E
SCALE: SHEET
1:1.33 40F8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL % WINDOW SYSTEMS
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
2 H-60068 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. BILK, 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 3:
8 PURFECT GLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE <z
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PVC FRAME FLANGE-H-60066 NA�
PVC FRAME FIN-H-6006A -f 7
1/4' 9/22/2017
LUCAS A.TURNER,P.E.
1/16" 1l2 —3- FL PE#58201
718* 1239 JABARA AVE.
10 6 NORTH PORT,FL 34288
3/16" 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
-UWG—# REV.:
CWS-159 E
SCALE: SHEET
1:1 50F8
7.
14" AX
6_•, .
f6_MAX.14-MAX.O.C.(TYP.)— 4-MAX.(TYP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS
6-MAX.(TYP.) SEE NOTE 2 "MAX(T-YP.) SEE NOTE 2 1900 SW 44TH AVE.
6-M (TYP.) OCALA,FLORIDA 34474
————— ————— ———— www'CWS.Cc
r
8300 PVC
8" I I PICTURE WINDOW
MAXOC
INSTALLATION
(TYP.) INSTALLATION IMPACT
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14" ANCHOR(TYP.)
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DP-/-55 PSF DP+1-55 PSF 4"V.-"\.o E N
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 1h6'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE 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 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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,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), FMAAAfDMA 250(BOX WINDOWS),FMA/AAMAfWDMA 300(EXTERIOR DOORS) 1:20 60F8
z t L_ t. Scrsr--, 2 2
WINDOW SYSTEMS
4•M (TYP.) 8-MAX O.C.(TYP.)
1900 SW 44TH AVE.
6-MAX.(TYP. .7 5/8'MAX O.C.(TYP.)
SEE NOTE 2 4-MAX. P.) SEEN E2 OCALA,FLORIDA 34474
6-MAX.(TYP.)- I I I I F
-- ———————————————— ————— —————————— wWw.CWS.Cc
L 8" 8300 PVC
I PICTURE WINDOW
7 5/8" MAX O.C. IMPACT
MAX O.C. I I (TYP.)
(TYP.)
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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 1116'IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1.SHEET 8. 9/22/2017
CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE&
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 Sr. 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#: 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).FMAtAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMAIAAMAIWDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
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MIN.EMBEDMENT II 7//lC\"�®TffYf)'VeVd
SEE TABLE 1 SUBSTRATE V-UR.�NICCLL uuv L��j�`
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS
114"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 1/4"MAX.SHIM SEE TABLET WWW.CWS.CC
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1 MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLET (TABLE
ANCHOR PICTURE WINDOW
BY INSTALLER
INSIDE AND OUT O MIN.EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER f� .�
114'MAX.SHIM 0 (JQ ? 2� Q Z
F oW0 O
O aPERIMETER SEALANT Z W J p Q FW-Z W
PERIMETER SEALANT BY INSTALLER W Z O Z �_——H
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BYINSTALLER Q
INSIDE AND OUTT—'—INSTALLATIONu- P W Z
ANCHOR Z Z'2 2 Q of W O O
SEALANT BEHIND SEE TABLE 1 O O F-O V a F F-a
FLANGE BY INSTALLER SEALANT BEHIND p Z—'n Z Z O N
FIN BY INSTALLER Z O O U(!j55—
HORIZONTAL ANCHOR �B� HORIZONTAL SECTION. (�C� HORIZONTAL SECTION Q F-Z W U)ZO O LL Z
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE B TYPICAL FIN ANCHORAGE Q�Q O H O—
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q O Q>-}Z 9:2
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PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT Z.t1; t
INSIDE AND OUT SEE TABLE 1 �90� STATE OF •:`kl�
01,
SUBSTRATE BY OTHERS '1411ONA�
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS a LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MINAMBEDYKT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/ 1-118" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 2 BYINSTALLER
FLANGE CONCRETE 2.85 KSI MIN. 3116"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
( ) �p1 HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM 690) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 7 13/6„ 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW x 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL71 KWIK-FLEX OR 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" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#. REV.:
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8