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Revision Note - Change product#14 Feb 21,2016
PAGE GESGRIPTION:
Site Plan
PAGE: OF
1
1
PARADISE EXTERIORS
"Building Our Quality Reputation
One Customer At A Time
SCC131150472
Pro erty Information Building Information
Owner: John&Geraldine Yaneff Wind Zone: 170 MPH.
Address: 7064 Torrey Pines Cir Exposure Category: C
PORT SAINT LUCIE,FL 34986 Minimum Building Dimension: 35 ft.
Mean Roof Height: 16 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device Device Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 52 48 7 36.9 -40.2
--- - --- ---._...-- - ---.._...-.....................-- --- --._ _....-..__..
2 Int 52 23 7 38.3 -41.6
--...--_. _........ -- _..._...... --- .... ...... - -----............
--
3 Int 36 49 7 37.8 -41.1
4 Int 36 17 7 38.3 -41.6
-- --- -------- --........ --- - - ---- - -- --._ ---
5 Int 71 14 7 37.9 -41.2
-- ----.-_. -- ..... ..-_ - ........ .. . --- . _........... ..-....----__-...__.-..--- -
6 Int 36 49 7 37.8 -41.1
..__ _......... ........... ..-- _ . ._._ .......... . -- ........_..---- -----
7 End 54 18 7 - ' 38.3 -51.3
8 Int 54 18 7 38.3 -41.6
------- __.... .....-....-- --.... -------- .. --- ----.................-....._.... -
9 Int 37 49 7 37.7 -41.0
-- ----................_...._.__ ......... ...--...................................... _ -......------- ........ ....... .................... ....---- ........_.....
....- ----
10 Int 37 49 7 37.7 -41.0
_ -- - ........._-...-- _....-......-----._......... - ..----------- - - -- .._.
11 Int _ 72 36 7 36.8 -40.1
12 End 52 48 7 36.9 -48.6
-----.._............_.......--- -._._.-- - -- --------...............-
13 Int 52 22 738.3 -41.6
. ..... __... -- ---.. ..................-- .............-
14 Int 23 22 7 38.3 -41.6
15 Int 36 17 7 38.3 -41.6
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code.
Page I of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS MULLION REQ Y/N
SIZE REQ YIN/NA
1 Int window 7/8"Lami IG FL15780.3 40 50 36.9 -40.2 52 x 72 52x48 YES No
2 Int window 7/8"Lami 1G FL15768.7 60 60 38.3 -41.6 63x48 52x23 YES No
3 Int window 7"8"Lam"G FL15780.3 40 50 37.8 -41.1 52 x 72 36x49 YES No
4 Int window 7/8"Lami lG FL15768.7 60 60 38.3 -41.6 63x48 36x17 No No
5 Int window 7/8"Lami lG FL15768.7 60 60 37.9 -41.2 63x48 71x14 No No
6 Int window 7/8"Lami IG FL15780.3 40 50 37.8 -41.1 52 x 72 36x49 YES No
7 End window 711"Lami IG FL15768.7 60 60 38.3 -51.3 63 x 48 54x18 No No
8 Int window 7/8"Lami IG FL15768.7 60 60 38.3 -41.6 63 x 48 54x18 No No
9 Int window 7/8"LamilG FL15780.3 40 50 37.7 -41.0 52x72 37x49 YES No
10 Int window 7/8"Lami IG FL15780.3 40 50 37.7 -41.0 52 x 72 37x49 YES No
11 Int window 7/8"Lami lG FL15768.7 60 60 36.8 -40.1 63x48 7206 YES No
12 End window 7/8"Lami lG FL15780.3 40 50 36.9 -48.6 52x72 52x48 YES No
13 Int window 7/8"Lami IG FL15768.7 60 60 38.3 -41.6 63 x 48 52x22 YES No
14 Int window I"Lami IG FL13010.4 67.5 67.5 38.3 -41.6 72 x 76 23x22 No No
15 Int window 7/8"Lami IG FL15768.7 60 60 38.3 -41.6 63 x 48 36x17 YES No
7/4/2015 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
`^� FL# FL13010-R3
. Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory QFixed
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed Lucas A.Turner
the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL13010 R3 COI EvalReo CWS-373B(PW-8300. 120x48, IMP).Ddf
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 E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
https://floridabuilding.org/pr/pr_app dfl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2Ap/`3d°/`3d 1/3
7/4/2015 Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/15/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window, 36"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-4338 (PW-8150, 36x72, IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +75/-75 Evaluation Reports
Other: PW-8150, 36"x 72", DP = +/-75 psf. Large Missile FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
Impact. In HVHZ may only be used up to 30ft above grade. FL13010 R3 AE EvalRep CWS-4338 (PW-8150. 36x72.
Glass complies to ASTM E1300-04. IMP).pdf
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02,odf
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 Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-510B(PW-8150. CONTHDSL, IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Large Missile, Dp = +/- 67.5 psf, Max. size 74 1/8"x FL13010 R3 AE DuPont PVB NOA 13-0129 27.odf
72". Outer lite must be safety glass above 30 ft. in HVHZ. FL13010 R3 AE EvalRep CWS-5108(PW-8150. CONTHDSL,
Glass complies to ASTM E1300-04. IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.odf
Created by Independent Third Party: Yes
—_.. _.---�._..__._------_.
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48".
................................-- -----..............._...- --...._........................---- --..... --- --- -----._......._................... — -._.-........
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-373B (PW-8300. 120x48, IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: PW-8300, 120"x 48", DP = +/-70 psf. Large Missile FL13010 R3 AE DuPont SGP NOA 11-0624 02.pdf
Impact. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-373B (PW-8300. 120x48.
IMP),r)df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02,)d
Created by Independent Third Party: Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13010 R3 II CWS-159D (PW-8300. 7206, IMP).pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact, See Installation Drawings for FL13010 R3 AE DuPont PVB NOA 13-0129 27.pdf
Max. size and DP's. Outer lite must be safety glass above 30 FL13010 R3 AE DuPont SGP NOA 11-0624 02.ndf
ft. in HVHZ. Glass complies to ASTM E1300-04. FL13010 R3 AE EvalReo CWS-159D (PW-8300, 7206.
IMP). df
FL13010 R3 AE Ouanex (Mikron) NOA 12-1017 02.1)df
Created by Independent Third Party: Yes
0 '
Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
httpsJ/floridabuilding.org/pr/pr_app_dfl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A`/pad°/p3d 2/3
7/4/2015 Florida Building Code Online
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 emaiis 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:
® eChcck
secuirite•mrnuns
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbayx8BEGDJ57PKaSsOeALf2A%3d%3d 3/3
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 159D
April 18, 2015
roduct 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°i 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 5°i
Edition(2014)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-159D, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3954-01 and 4A, 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-159D, signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-159D.
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-159D
• 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-159D,with Dupont SentryGlas Interlayer per Miami-Dade
NOA 11-0624.021 in DP65 or 67.5 units or Dupont PVB Interlayer per Miami-Dade NOA 13-
0129.271 in DP55 units
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade NOA 12-1017.021
1 I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5t'Ed. (2014)Florida Building Code for use in this
product.
Certifica ion o ndependence: 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.
v . No 5$201
4/18/2015
STATE OF Lucas A. Turner, P.E.
;0T �4 �'� FL PE 958201
iJltt /OtN A' N,
PICTURE WIN DOW - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 9seffm
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. W W W.CWS.CC
49 114" 73 114" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.0 L 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' 4.DESIGN PRESSURE RATING: IMPACT
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ---------------- GLASS TABLES ASTM E-1300-04.
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
------- — I I o rn m � ui
INFILTRATION TEST PRESSURE AND GLASS TABLES r> cu o o F
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ASTM E-1300-04. o o
L Y W W ..
IMAX I I 5 IN HE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR CHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED F w ¢ ¢ m
73 114' I I OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOODFLANGE z o cn
MAX. HE GHT I i ANCHOR CALCULATIONS. m 2 m ZO
OV I I � < LL �
FLANGE B I I I B I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL LL
HEIGHT I 1 I 76' I I REQUIRED. wfr ¢ z Zp W
UN T I O I 7.ALL FRAMES ARE FULLY WELDED. a a w F-
a O
72' HEIGHT I I ow o Ir
MAX.
I I 8.SERIES/MODEL DESIGNATION PW-8300. ¢ a ¢ a
HEIGHT I I I I a a a a W
I I
731/8' I I 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
691!8' I I
GLASS
I I O=FIXED SASH. o c) m ¢ z
GLASS T��
DLO I I ( 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR `Ittillit",
I I I I LOCATION. ORE
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4/11/2015
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 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2
AW ADE 05/05/07
GLAZNG DETAILS.................................3 -
55 PSF
SECTION VIEWS....................................411 1 DWG n: REV.:
-
EXTRUSIONS&B.O.M...........................5 NO VHZ - LARGE MISSILE IMPACT CWS-159 D
ANCHOR SCHEDULE&NOTES.........6-7 HVH 72"x 76" +/-67.5 PSF SCALE: SHEET
INSTALLATION DETAILS.......................8
1:20 1 OF 8
44TH AVE.
OCA A, 4
WWW. FLORIDA 34474
.� WWW.CWS.CC
8300 PVC
PICTURE WINDOW
_- IMPACT
FULL ELLIPSE("OVAL")
o
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FULL CIRCLE m N o o <
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TRAPEZOID v No 58201 :-P
'P: STATE OF :4u
NOTES: ,NNA,
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 4/11/2015
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
I 1 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF FL A#RA AVE.RECTANGULAR WINDOWS ON SHEET 1. 1239 JAA
NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
_.. __j 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
OWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1 2 OF 8
WINlDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
� a
t0 N O O H
c'no ra
0 0 ❑
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V OVERALL 1'OVERALL I- W Q Q m
3116'ANNEALED or TEMPERED 3116'HEAT STRENGTH or TEMPERED U g U z
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112'AIRSPACE 3/8'AIRSPACE fA
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3/16'HEAT STRENGTH a. ¢ ao a o_
.090 DUPONT PVB INTERLAYER F w .- w
.090 SENTRY GLASS IONOPLAST INTERLAYER Q a < a
1/8'ANNEALED 3116'HEAT STRENGTH McL M W
1-1-1-1<1
U m Q O
6 PURFECT GLAZE'H' 6 PURFECT GLAZE•H' Z
SIKAFLEX 552 SIKAFLEX 552
e ,�00 toRE W
10 > 1/2'GLASS BITE 10 x El 112'GLASS BITE `�Gp`'•,.��G c 7J g�G�Qti
7 7 'v' No 58201 �-P
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1 �� 1 �� Z9'• STATE OF •-
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GLASS TYPE A GLASS TYPE B 4/1
1/2015
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:
TYPE W X H ADE 05/05/07
DP +/-55 A 48 X 72 DWG#: REV.:
CWS-159 D
DP +/-67.5 B 72 X76 SCALE: SHEET
1:1 3 OF 8
WINDOW SYSTEMS I\�/I
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR
7 s
s 9 9 6 8300 PVC
PICTURE WINDOW
0 6 B IMPACT
7 7
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10 o a-, Z25 di O H
O O D
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v. No 58201 '.
11 B 9 �:• STATE OF
a
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2 s 4/11/2015
LUCAS A..TURNER,P.E.
O O 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
DWG#: REV:
CWS-159 D
SCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL yy(—Nppyy��
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC wwwcwsccAs4a�a
3 H-6006B FRAME, PW, MAIN, L. JAMB MIKRON PVC
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNERWELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE I: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", SIKAFLEX552 HENKEL/SIKA SILICONE
10
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE N o ~
10 S-6064 GLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC
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No 58201 '.
1 1/2"
PVC FRAME FLANGE-H-6006B
590. STATE OF
Q�
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PVC FRAME FIN-H-6006A
1/4" z�
4/11/2015
LUCAS A.TURNER,P.E.
1/16 10 1r' 3FL PE#58201
7/8' 1239 ABARAAVE.
JII 3/1s' 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
DWG#: REV.:
CWS-159 D
SCALE: SHEET
1:1 5 OF 8
14^ .O.C.(TVP.) WINDOW SYSTEMS
4'MAX.( P.) 8'MAX.O.C.(TYP.)
6'MAX. P.) SEE NOTE 2 4"MAX.(TY S NOTE 2 1900 SW 44TH AVE.
)
6"MAX(TV OCALA,FLORIDA 34474
—————————— --------- WWW.CWS.CC
I I I I
I I I 8300 PVC
PICTURE WINDOW
MAX O.C.
INSTALLATION (TYP-) I i INSTALLATION IMPACT
14• I I ANCHOR(TYP.) I I ANCHOR(T(P.)
MAX O.C. _
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DP+/-55 PSF DP+!-55 PSF
UP �CtlJg %4"
v. No 58201 -P
NOTES: �: STATE OF :�kr=
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. '�;cS �•Fi i
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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. r
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#
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 CONCRETElCMU 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 s: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D
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),FMAIAAMA(WDMA 300(EXTERIOR DOORS) 120 6 OF 8
(900 WINDOW SYSTEMS
4'M (IYP.) a'MAX.O.C.(TYP.)
1900 SW 44TH AVE.
6-MAX.(TYP.) 7 518"MAX.O.C.(TYP.) SEE NOTE 2 4'MAX. P.) S NOTE 2 OCALA,FLORIDA 34474
6"MAX.(TYP.) WWW.CWS.CC
————————— ————— ———————————————
I I I 8300 PVC
I I I I PICTURE WINDOW
75/8' I j MAxO.c. j IMPACT
MAX D.C. I I (TYP) I I
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ANCHOR LAYOUT-(FLANGE) ANCHODR+LA6OSF- (FIN) ,,,��� OREW
J' No 58201 �rS
NOTES: t9�• STATE OF
iO a
ce•. Pry:
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.
,�'iS,0 N Al E,10IN
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. G
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 4/11/2015
4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E.
FL PE#
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 1 X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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 9: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 D
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/AAMAANDMA 300(EXTERIOR DOORS) 120 7 OF 8
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE BY
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 11/4"MAX.SHIM SEE TABLE 1 WW 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
BY INSTALLER SEE TABLET PICTURE WINDOW
INSIDE AND OUT ?�l 0 MIN.EMBEDMENT IMPACT
SEALANT BEHIND cl SEE TABLE 1
FLANGE BY INSTALLER (f'��Lr.l � �, � o
1/4 'MAX.SHIM �O
PERIMETER SEALANT Eli N o o H
PERIMETER SEALANT BY INSTALLER o `o c� no
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR w Y w w
SEALANT BEHIND SEE TABLE 1 H W ❑a Q m
FLANGE BY INSTALLER SEALANT BEHIND Z O U)
FIN BY INSTALLER v 0 Z
INSTALLATION ANCHOR rBl HORIZONTAL SECTION rCHORIZONTAL SECTION
U
SEE TABLE 18 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE LL m
HEAD AND SILL SIMILAR FOR FIN INSTALLATIONN w Z �
w cw.1 w Z LD w
o- w (L F
a O
w O OW 2
Q Q Q 4 U)
(L ILO o O w
SEALANT BEHIND 1/4'MAX.SHIM ❑ U m Q Z
FLANGE BY INSTALLER O
•�•�NDRE��ei�i i
PERIMETER SEALANT5;
BY INSTALLER •�•• P ••
MIN.EMBEDMENT :•
OQ- .4�C t lJg�.•"Q�
INSIDE AND OUT SEE TABLE 1 J •'•t�
v: No 58201 '•
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. 9 STATE OF
SEE TABLET �i�•A••.�� OA•:����
SEALANT UNDER SCREW VERTICAL SECTION i�Fs F�. G••
HEAD BY INSTALLER �BJ TYPICAL SILL ANCHORAGE .`4�S/ONAL S P•••
X�
4/1112015
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-112" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"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
3116"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 3/8" 7/8"
FLANGE 2X MIN.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-FLEX OR FW FULL THREAD 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" 7/18• Dwr;tt: REV.:
FLANGE
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
7118• INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 D
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8