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MAR 2 6 2018
Product Approval
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Product Aooroval Menu>Application Detail
<m
r, FL# FL13010-R5
Application Type Revision
Code Version 2017
Application Status 6: A proved
f
*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 Avenue
Ocala, FL 34474
(352) 368 6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
wy p Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
� e <
ff� �
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
° (352) 368 6922 Ext 221
' amonteverde@cws.cc
Category ( Windows
Subcategory Fixed
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
w1� AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
1= ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
-" Equivalence of Product Standards
h"ps://floridabuilding.org/pr/pr_app_dti.aspx?param—wGE V XQwtDgvQEb8FE116OVrs5wFs WlJkbaF(,9a3237SsZ56leCsOc92Q%3d%3dl 1/4/2018 5:12:09 PMl
Florida Building Code Online
°- Certified By
V
K �
Product Approval Method Method 1 Option A
Date Submitted 09/29/2017
� Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/07/2017
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC FIg/Fin Fixed Window
`L Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes Fl 13010 R5 C CAC CAR 138-1357.pdf
Approved for use outside HVHZ: Yes FL13010 R5 C CAC CAR 138-1362
Impact Resistant: Yes FL13010 R5 C CAC CAR 138-562.odf
Design 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 R5 II CWS-433D.Rdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
9 FL13010 R5 AE EvalReport433D.pdf
s
Created by Independent Third Party: Yes
i
13010.2 PW 8150 PVC Fixed Window PW 8150 PVC Fig/Fin Fixed Window,Continuous Head&Sill.
' Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL13010 RS C CAC CAR 138-261e2..ndf
Approved for use outside HVHZ: Yes FL13010 RS C CAC CAR 138-705e2.pdf
Impact Resistant: Yes FL13010 R5 C CAC CAR 138-706e2.pdf
" Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dp = +/ 67.5 psf, Max. size 74 1/8" x 08/12/2019
72". Outer lite must be safety glass above 30 ft. in HVHZ. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R5 II CWS-S10C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R5 AE EvalReportS10C.pdf
Created by Independent Third Party: Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120" x 48".
,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL13010 R5 C CACAR 138-2S8 2.odf
Approved for use outside HVHZ: Yes FL13010 R5 C CAC CAR 138-481e2.pdf
Impact Resistant: Yes FL13010 R5 C CAC CAR 138-482e2,pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
" n i Other: PW-8300, 120" x 48", DP = +/ 70 psf. Large Missile 04/09/2019
Impact. Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R5 II CWS-373C.odf
Verified By: Lucas A.Turner 58201
b,Mia Created by Independent Third Party: Yes
Evaluation Reports
F113010 R5 AE EvalReport373C.pdf
Created by Independent Third Party: Yes
_.. _ ....
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC FIg/Fin Fixed Window.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL13010 RS C CAC CAR 138-1093.odf
Approved for use outside HVHZ: Yes FL13010 RS C CACAR 138-1320,odf
Impact Resistant: Yes FL13010 RS C CACAR 138-250e2,pdf
Design Pressure: N/A Fl RS C CAC CAR 138-274e2.ndf
Other: Large Missile Impact, See Installation Drawings for FL13010 RS C CAC CAR 138-4S7 2.pdf
Max. size and DP's. Outer lite must be safety glass above 30 ft. i FL13010 RS C CAC CAR 138-465e3 odf
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d[1/4/2018 5:12:09 PM]
Florida Building Code Online
In HVHZ. Glass complies to ASTM E1300-04. FL13010 135 C CAC CAR 138-534.pdf
FL13010 R5 C CAC CAR 138-730e2.pdf
FL13010 R5 C CAC CAR 138-739e2.ndf
Quality Assurance Contract Expiration Date
04/29/2018
Installation Instructions
FL13010 R5 II CWS-159E,pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R5 AE Eva1Report159E.pdf
Created by Independent Third Party: Yes
Contact Us: 2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.: Privacy Statement::AccessibiI tv Statement::Refund fStatement
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
mall 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 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:
69:1 ®E-
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d11/4/2018 5:12:09 PMI
U R NE R1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159E
Se tem. -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'''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`h
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-I A, and NCTL-210-3955-01 and-1 A, 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 14-0916.111 in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.021 in DP55 units
• Requires Quanex(Mikron) white rigid PVC framing per Miami-Dade NOA 17-0200.101
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 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.
�ti����rrrrrrrr�
% PNORE W T��•.
No 58201 :1
9/07/2017
-P STATE OF ;�c�X Lucas A. Turner, P.E.
AIP•.��`. FL PE #58201
0 R 1• ,.
Doument Title: Doc No: FRNI 61-02
Structural Performance Rev No: 7 Pegg: 1 0+ 1
KEYSTONE 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 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: roduct 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.
:2/, 2015.1 1 .1 6 564 Old York Road, Suite 5
Etters, Pennsylvania 17319
13:34:52 _05'00' Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED gmmm
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT W 44TH AVE.
E.
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1800 1900 S E.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCAWWW CW FLORIDAOCC
34474
DEFINED IN ASTM E 1996 PER THE FBC.
491/4' 731/4' 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX_OVERALL FLANGE WIDTH 8300 PVC
48' 72" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
(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. z <z3:
_ -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER a — 3 to O
—— ——— —— I �� I INFILTRATION TEST PRESSURE AND GLASS TABLES z w�0 Q k z w
ASTM E-1300-04e01/09. w z O z m--t
LL 771/4" I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED z z 2'm¢w w o O
I MAX I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O o o ci a=�z
UyF FyD-
7M31/1/4' I I FLANKL DETAILS. WINDLOAD I I ANCHOR CALCULATIONS.
FACTOR ca=1.6 WAS USED FOR WOOD z zz U)z z U U)
OVERALL B I I B HEIGHT I I y a 'w O=0 Z
HEIGHT i I i 76, I I 6 PRODUCT
APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT H 2 )_>0 t O d
I O UN 7 I I 7.ALL FRAMES ARE FULLY WELDED. Of z I a O � ~
MAX I I HEIGHT I I D_ w tz-o a=
UNIT 8.SERIES/MODEL DESIGNATION PW-8300. X M a a a
HEIGHT
I 73118' I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
GLASS O=FIXED SASH.
GLAS69 S
I I DLO I I ��y; TG'',
DLO I g I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR E NSF.;'QL
C I ( LOCATION. v: No SS201 �-P
I I I D
I 8 I I 9; STATE OF
F
i 0
--- _ ------ ------- �i�F•.�OR 100
aA •.,%;Z.........., i
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.......1 T I I DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2 ANY 48"x 72" +/- 55 PSF ADE 05/05/07
GLAZING DETAILS.................................3
SECTION VIEWS....................................a ow
_
EXTRUSIONS&B.O.M...........................5 +- LARGE MISSILE IMPACT
72"X 76" CWS-159 E
ANCHOR SCHEDULE&NOTES.........6-7 HV� 67.5 PSF
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
1
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL-)
FULL CIRCLE z w W o a r z w
TOMBSTONE wz O z --F
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SF.
No SS201 :�-P
OCTAGON
TRAPEZOID 13 STATE OF .•!4:
a t�
��'•'iSIONA'�NO�.
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.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL JA 58201
3.
RECTANGULAR WINDOWS ON SHEET 1. 1239 AVE.
A
NORTH PORT,FL 34288
I I
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
DW v.:
CWS-159 E
s— SHEET
1:1 2 OF 8
99�zymjm�sa
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
Q i 3 <z3
rOwO wwOpo
w z0z 0 rzw
o am—y0�3m
wPw zr3:�=
z z=m<x w 0 0
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1'OVERALL 1"OVERALL 0 0 r z a r m 0.
3116"ANNEALED or TEMPERED 3/16'HEAT STRENGTH or TEMPERED z O O U w D U
1/ 2'AIRSPACE 318"AIRSPACE < r«z O 0- w Z
y w—= —
< �< r~rz
yi
5/16'LAMINATED 7/16'LAMI GLASS w O O w�p W O W
1/8"ANNEALED 3/16'HEAT STRENGTH a ?=a 0 p(J)w
wr0 a=i2y
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER w = D_ w 3 w U)D, r D. X IL
1/8'ANNEALED 3/16'HEAT STRENGTH
_jp OUANEX DURASEAL ����Ar10RE
„IG SPACER 6 PURFECT GLAZE"H" pUANEX DURASEAL PURFECT GLAZE'H' - 6.."CEN
SIKAFLEX 552 IG SPACER SIKAFLEX 552 _
No 58201 P
1/2"GLASS SITE 1/2"GLASS BITE
10 10
7 7 3 O STATE OF
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 DRAWNBY: DATE:
x H
SETTING BLOCKS PER FBC 2411.3.3.1 ADE 05/05/07
_
DIP +/-55 A 48 X 72 W
CWS-159 E
DIP +/-67.5 B 72 X76 scAL SHEET
1:1 3 OF 8
3 =71
QMMMSO
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR
7 6 8300 PVC
6 9
PICTURE WINDOW
0 6 IMPACT
7
1 a z azo
Z O W o Q H O W
10 W zoz 0x3:m
W z W Z (rt:Z2
z Z x m a w W o o
0 0E-0 a=F-X
11 U U�FZaF�a
8 9 z��-?�0n
SECTION VIEW B-B o z U Z p LL U
-L'M0 Z
10 11 11 10 K �QOFF=F-
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No 58201 r 2
•, * .ice
^90; STATE OF
11
10 ❑ z�
z s A.2/2017
TU
Q Q (UCAS 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
DW N: V
CWS-159 E
sau : SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL ` QMEMSW
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-60068 FRAME, PW, MAIN, L. JAMB MIKRON PVC `
4 H-60066 I FRAME, PW, MAIN, R. JAMB MIKRON PVC -CORNERWELD(ALLSIDES) 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 i 3 <z3:
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w -o N¢W o W
zoz Q'
10 S-6064 IGLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC gU. F w z o 3 m
11 GLASS ISEE SHEET z zmm<m'00
OUa PU)a.
U U'n
z p z' --56n
37/8" 3118' Y Q3�w0O0�
O O Z
W 0,0Of W O W
W 0 J U)I-
a,0
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21/16- 1/16" 1/16" ♦ "OREt•Y �i
O D ,JGp`?P G"ElVSGQ��:
n:
2 7!8' No 58201 r
' 0; STATE OF "
PVC FRAME FLANGE-H-60068 1 2 �(1 11
a A tGF 0���.
'4,S�ONA..SZ% •
PVC FRAME FIN-H-6006A Z�
va
9/22/2017
LUCAS A.TURNER,P.E.
V76• t!2• 3" FL PE#58201
7/8" 1 p L� 1239 JABARA AVE.
1 3/76' 6 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
DW REV.:
CWS-159 E
S SHEET
1:1 5 OF 8
14'MAX.O.C.(TYP.)
s'MAX(rvP. MAX.(TYP.) 8`MAX.O.C.(TYP.) gotmmsffl
_ SEE NOTE 2 4' (TYP-)
SEE NOT 1900 SW 44TH AVE.
6-MAX(TYP) OCALA,FLORIDA 34474
--- --- ---------- WWW.CWS.CC
I I I I
I I I I 8300 PVC
PICTURE WINDOW
I I MAX D.C.
INSTALLATION (�) I i INSTALLATION IMPACT
ANCHOR(TYP.)
IMAX O.C. I I ANCHOR(TVP) I I
I I I I a ? 3 aiwoo
1 owo Q o
I I I I o zrOnZyow3m
z zxm<w
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,`��p�u
ANCHORYO6�FFLANGEI ANCHOR LAYOUT
SPSF (PINI ,y PNO11
/ NSF•.'F�`
No 55201 •:9
?9 STATE
I��O~'FS�<O R 10�'����•
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 �x
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. LIN TALLATION 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.
FLPE 01
BE PROTECTED TO PREVENT REACTION. # A
123399 JABARAVE.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,SHEETS. 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. DWG x: R .:
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), FMANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 120 6 OF 8
wn�srsrEns d�
4-MAX.(TYP.)�IT
8-MAX.O.C.(TYP.) 1900 SW 44TH AVE.
8'MAX.(TYP.) 75/8'MAX.O.C.(TYP.) SEE NOTE 2 4-MAX(TYP.) E NOTE 2 OCALA,FLORIDA 34474
6' TYP.) WWW.CWS.CC
---------- ———— — ---
1 1 8300 PVC
I I I
I 8' I 1 PICTURE WINDOW
75/8• 1 MAXO.C. 1 I IMPACT
(MAXO.C. I (TYP.) 1
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No 58201 ;?7
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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.
8201
BE PROTECTED TO PREVENT REACTION. FL # A
1239 JABARA 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 REQURE 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 6Y: DATE:
ADE 05/05/07
S.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. OWG#:—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: 6cAL SHEET
FMAJAAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 7 OF 8
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS
1/4'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS 44TH AVE.
OCA
MIN.EDGE DIST. OCALA,A,FLORIDA 34474
SEE TABLE 1 —� 1/4'MAX.SHIM W SEE TABLE 1 W W 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 PICTURE WINDOW'.,
INSIDE AND OUT MIN.EMBEDMENT
SEE TABLE 1
IMPACT
SEALANT BEHIND 0
FLANGE BYINSTALLER
1/4'MAX.SHIM Z 3 Q Z O
PERIMETER SEALANT Lu 0 Q W D W
Z w
PERIMETER SEALANT BY INSTALLER Z O Z c r
BY INSTALLER INSIDE AND OUT a Q to >O a'3 co
INSIDE AND OUTLL r W Z r�2 Z
INSTALLATION ANCHOR Z Z S m a w W 0 0
SEE TABLE 0�Or a X F-W
SEALANT BEHIND U
a.
FLANGE BY INSTALLER SEALANT BEHIND U)z
FIN BY INSTALLER ZO ZO Z V�j Z 5 0—
STALLATION ANCHOR �B� HORIZONTAL SECTION , �, ` HORIZONTAL SECTION `� F— 2 O a U
EE TABLE 1 8 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE 2 1 F O F Z Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION m F T 0 _O
111 OLLyWto C7JNW
a
v�r
0 Lu ai�>_
a a tai
1/4"MAX SHIM ���,r1ORE1y+
SEALANT BEHIND
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LANGE BY INSTALLER OL:"�.1•....SF
v t No SS201
ERIMETER SEALANT r.
YINSTALLER MIN.EMBEDMENT '0� S¢�
INSIDE AND OUT SEE TABLE 1 9� STATE OP ::41-
.4
UBSTRATE BY OTHERS '�s`s/ONAL
SEE TABLE 1 MIN.EDGE DIST.
/� SEE TABLE 1
SEALANT UNDER SCREW / A� VERTICAL SECTION
HEAD BY INSTALLER B TYPICAL SILL ANCHORAGE
O
zz
Q 9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EM DMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON -1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"I1W TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-114" 2-1l2 8 BOX FRAME INSTALLATION
FLANGE 2XMW.SOUTHERN PINE(G=0.55) 3/16"17W TAPCON 13/8" 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:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT 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" 7/16' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED ow Y"
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING r FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
FLANGE 7/16"
1!8'STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCA[
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1 1R" 7116" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 80F8