HomeMy WebLinkAboutProduct Approval '�- r:�: i.'.- _jt. '.Ii,iJ : '+"ti 4.}•" r'1'1'4 .J ..fit::._
Michelle Franklin, CFA--Saint Lucie County Properly Appraiser--All rights reserved.
J
RECEIVE® Property Identification
Site Address: 3810 ELEVEN MILE RD
Parcel ID: nn 2333-121-0000-000-1
Account#: J U L ® � '019 14486
Map ID: tier Rung 23/33N
Use Type: �T, Lyeie tr�unCy,
6600
Zoning: AG-2.5-C
City/County: Saint Lucie County
Ownership
Reuben W Carlton
3810 Eleven Mile Rd
Fort Pierce,FL 34945
Legal Description -
33 35 39 E 1/2 OF NW 1/4 OF NE 1/4(18.76 AC)(OR 714-2972)
Current Values
Just/Market Value: $429,248
Assessed Value: $192,603
Exemptions: $50,000
Taxable Value: $142,603
FPropertyaxes are subject to change upon changeof ownership.axes are not a reliable projection of future taxes.
ale of a property will prompt the removal of all Total Areas
exemptions,assessment caps,and special classifications.
Finished/UnderAir(SF): 4,417
Gross Sketched Area(SF): 7,597
Taxes for this parcel: SLC Tax Collector's Office❑ Land Size(acres): 18.76
Download TRIM for this parcel:Download PDF❑ Land Size(SF): 817,185.6
Sale History
Date: Oct 12,1990
Book/Page: 0714/2972
Sale Code: XX01
Deed: WD
Grantor: Olah Theresa W
Price: $138,000
Date: Feb 1,1984
Book/Page: 0423/2000
Sale Code: XX01
Deed: CV
Grantor.
Price: $0
Building Information(1 of 2)
Finished Area:4,417 SF
Gross Sketched Area:5,830 SF
Exterior Data
View: Roof Cover:Metal Roof Structure:Gable
Building Type:HB- Year Built:1995 Frame:
Grade:B- Effective Year: 1995 Primary Wall:Vinyl Siding
Story Height:2 Story No.Units:1 Secondary Wall:
Interior Data
Bedrooms:0 Electric:MAXIMUM Primary Int Wall:
Full Baths:4 Heat Type:FrcdHotAir Avg Hgt/Floor:0
Half Baths:0 Heat Fuel:ELEC Primary Floors:Carpet
A/C%:34% Heated%:34% Sprinkled%:0%
(• �l�j: 7J��1(/j( ���` � � Hai
,�f<<� ,,r;it•; tf7 P�,
n
n �
ens
lIS, �u�s7
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Building Information(2 of 2)
Finished Area:0 SF
Gross Sketched Area:1,767 SF
Exterior Data
View: Roof Cover:Sheet Metal Roof Structure:Gable
Building Type:B24 Year Built:2008 Frame:
Grade:24 Effective Year:2008 Primary Wall:
Story Height:1 Story No.Units:0 Secondary Wall:
Interior Data
Bedrooms:0 Electric: Primary Int Wall:
Full Baths:0 Heat Type: Avg Hgt/Floor:0
Half Baths:0 Heat Fuel: Primary Floors:
A/C%:% Heated%:% Sprinkled%:%
P
31
BP11
(fl6/j
5
Special Features and Yard Items
Current Year Values
Current Values Breakdown Current Year Exemption Value Breakdown
Building: $268,800
Tax
Grrant Code Description Amount
IYear
0500 Homestead $25,000
Land: $160,448 2018 1999 Exemption
Just/Market: $429,248 Tax Grant Code Description Amount
Ag Credit: $109,139 Year Year 0550 Homestead $25,000
Save Our Homes or 10% $127,506 2018 2008 Exemption over$
50,000
Cap:
Assessed: $192,603
Exemption(s): $50,000
Taxable: $142,603
Current Year Special Assessment Breakdown
Start Year AssessCode Units Description Amount
2013 0054 18.76 North St.Lucie Water Management District $328.30
This does not necessarily represent the total Special Assessements that could be charged against this property.The total amount charged for
special assessments is reflected on the most current tax statement and information is available with the SLC Tax Collector's Office❑.
Historical Values
Permits
Number: C95-00908
Issue Date: Feb 14,1995
Description: Residential New Construction
Amount: $200,000
Fee: $200,000
Notice:This does not necessarily represent all the permits for this property.
Click the,following.link to check for additional pemritdata in Saint Lucie County
All information is believed to be correct at this time,but is subject to change and is provided without any warranty.
0 Copyright 2019 Saint Lucie County Property Appraiser.All rights reserved.
, I
1J ZPlanning & Development Services Dertmefff EP V 9p6ftft�o
Building & Regulations Division
JUL 0 3 21019 cop
Product Review Affidavit
ST. Lucie County, Permitting
Building Permit# Owners Name L.66.7 Applicant:
lj
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows 5--8;7;
tic::ju:11:lons CW5 3,,A1aVTU6 . I
Fixed Glass 026LD 4?166 1,3016, T-x-P
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
1 have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof- Cert.No. Date:
BCIS Home I Log In User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us BCIS Site Map Links Search
Florida
x. Product Approval
0 - USER:Public User. for
Product Approval Menu>Product or Application Search>Application List>Application Detail -
• FL# FL9520-R7
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
`<. Ocala,FL 34474
^' (352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
U. 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 FL9520 R7 COI EvalReport836B.1df
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-10 2010
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL9520 R7 Equiv FL9520 Eauivalency_pdf
• Sections from the Code
Product Approval.Method Method 1 Option D
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval 10/05/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-836B.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 Instructions and FL9520 R7 AE EvalReport836B.pddf,
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-837B.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 Instructions and FL9520 R7 AE EvalReport837B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fn&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520 R7 II CWS-838B.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 Instructions and FL9520 R7 AE EvalReport838B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
Back Plext
Contact Us::2601 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.::P Ivagy 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 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:
4 ® EC k
Credit Card.
3"
PVC MULL BAR - LARGE MISSILE IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH � �®�•
SHOWN W/DIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH WINDOW SYSTEMS
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA,FLORIDA 34474
W W W.CW S.CC
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
_ — _—, 3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3"PVC
(REFER TO SHEETS 2-3) MULL BAR
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS. WINDLOAD
O DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. Ia- p w O <w o 0
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER w z O z Ex m Z H--
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. FQ w z O0�
ANCHOR CLIP —----- —————
_:—--——— ANCHOR CLIP
A C I I 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT 0 °�O L5 a=�a
6 I I APPLY I APPROVOAL.YTO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 4 Z V-Z U co
O B O II I y P-LL20OLLO
I e ( 8 APPLICABLE LOCAL LAWS,BUILDING CODES,I ORDINANCES OR OTHER SAFTEY < rL)�O
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, 0 O C rn )w 9 w
I I I BUILDING OWNER OR CONTRACTOR. z N w O-j U)F-
I II II o wP0 a°x r
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS wF a W�w w
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY D-
I X I X I CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
OREW ye.
Q I Q Q I 10 UNI VERTICAL
WIDTH AND HEIGITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLEHT ARE NOTXCEEDED,AND MULLIONS ARE ANCHORED AS �4`�`p°',P'NC ENS%TG�p��i�
SHOWN HERE IN.
G F E D ANCHOR CLIP *v. No 58201 S 11
10 10 9 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. *E
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. -•O: -
EXAMPLE HORIZ/.VERT.MULLION
FOR SECTION VIEW ONLY 9�••.STATE OF t��
0
ANCHOR CLIP , .O
Lucas NA
Turner
2017-09-28
O O 07:12+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
v PH.941-380-1574
v
I v I I v SHEET DESCRIPTION:
GENERAL TABLE OF CONTENTS NOTES ANDELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 -- __ -- __ DRAWN BY: DATE:
DP CHARTS.................................................2-3
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP ADE 09/27/12
EXTRUSIONS.................................................5 OWGM RV.:
SECTION VIEWS.........................................6-7 EXAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY
INSTALLATION DETAILS..........................9-10 SCALE: SHEET
1:25 1 OF 10
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE
or WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS.
OPENING SIZE(in.) SYSTEMS
39 45 51 57 63 69 75 318 81 87 93 99 1073/8 114 120 126 132 138 1453/8 WINDOW 44TH AVE.
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 OCALA,FLORIDA 34474
C 423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 WWW.CWS.CC
=
483/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0
F
531/8 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
z 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 3„PVC
63 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0 MULL BAR
65 65.0 65.0 65.0 65.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 IMPACT
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65,0 1 63.5
72 65.0 1 65.0 65.0 65.0 55.0 65.0 65.0 64.9 61.7 59.1 56.9 53.7 ¢ z <z3:
DP CHART IS FOR: t- a w 0 (Ow o 0
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): o z OZ}O
u =3:m_
ZZ
1522 CLIPS Z Z=�¢��M_
-(4 )3 %6S TW APCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD O CREWS INTO WOOD or METAL 0 0 y z IL h 5.
-(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK zz 0(9:) -55-z 0 z U
}m ¢�0w-FO?
--------------------------------------------------------------------- I � FO LL
Design Pressure Chart(PSF)for NON-INTERSECTED Impact PVC 3"Mullion H-1758,with 1776 clips with six(6)#10 Screws into WOOD or METAL or 3/16"ITW Tapcons or ELCO ULTRACONS into SOLID CONCRETE or w 0 0 W o w w
WOOD per each end of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS, a ?2 a 0 p(n,j
OPENING SIZE in.) 0 _�0 W= >.
39 45 51 57 63 69 753/8 61 87 93 99 107 318 114 120 126 132 136 145 318 0. a W 3 a
37 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0
c
423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 �gtttutnrp
= 48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 ���%0 ptJOREi1'
F- 53118 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0 ��OGp` EtJgFG�py'.��
i 57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
J No 58201 'L�5
63 80,0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 * t
6565.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 '
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 1 65.0 650 ZIP% STATE OF
72 65.0 65.0 65.0 65.0 65.0 65.0 65.0 64.9 61.7 59.1 1 56.9 1 53 7 ;90
�FSF<O p toP �2�•S
DP CHART IS FOR: ;`
NON-INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING(PER END): NOTES:
1.THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
1776 CLIPS
-(6)3/1 SCREWS INTO WOOD or METAL 2.AN INTERSECTED MULL BAR HAS OTHER MULL
(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD BAR(S)ATTACHED TO IT(SHOWN IN DASHES)
-(6) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK THROUGH THE USE OF MULL BAR CLIPS. 9/26/2017
INTERSECTED MULL BAR WILL ALWAYS BEE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. LUCAS A.TURNER,P.E.
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED FL PE#58201
TWIN TRIPLE TRANSOM OVER TWIN TRANSOM OVER TRIPLE TO THE SUBSTRATE AND OTHER MULL BARS. 1239 JABARA AVE.
VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION VERTICAL MULLION NORTH PORT,FL 34268
r r TWIN TRIPLE TWIN/TRIPLE PH.941-380-1674
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION SHEET DESCRIPTION:
T DP CHARTS
w� NON-INTERSECTED
J 0 w L OPENING MULLS
W w Z SIZE DRAWN SY: DATE:
UJ z L ADE 09/27/12
a0 W DOW G#: REV.:
CWS-836 B
I I I
L II LLl j I� O
OPENING SIZE OPENINGSIZEF- OPENINGSIZE- - OPENING SIZE MULL --- [--MULL LENGTH - I MULL LENGTH SCALE:
SHEET
1:1 2 OF 10
Design Pressure Chart(PSF)for INTERSECTED Impact PVC 3"Mullion H-1758,with 1522 clips using four(4)#10 Screws into WOOD or METAL or 3/16"11W Tapcons into SOLID CONCRETE or WOOD,or 1776 clips /�
with six(6)#10 Screws Into WOOD or METAL or 3/16"ITW Tapcons Into SOLID CONCRETE or WOOD per each and of mullion. HOLLOW or GROUT-FILLED BLOCK require 1/4"ELCO ULTRACONS. // {//7(rv�rim •
OPENING SIZE(In.) WINDOW SVSTFMS
39 45r50.0
57 63 69 75 318 81 87 93 99 110 318 114 120 126 132 138 145 318 1900 SW 44TH AVE.
37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 OCALA,FLORIDA 34474
c 42314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 WWWCWS.CC
=
483/4 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.03��PVC
z 57 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1 MULL BAR
W
63 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.4 47.3
68 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 IMPACT
72 50.0 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 45.4 44.0
75.375 50.0 1 50,0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 46.8 44.0 1 40.0 ¢ Z ¢z
2 W J O
¢W o w
DP CHART IS FOR: w z O z w rz Z F-
INTERSECTED IMPACT 3"MULLION 1758,HORIZONTAL OR VERTICAL,USING EITHER(PER END): 0 a W§> 3 m
O=
LL I-ILZi--3:22
1522 CLIPS p z 2<MUJO0
-(4)#10 SCREWS INTO WOOD or METAL 0 0 to z Q.F N a
(4)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD z 0- O-Z H v
(4) 1/4"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK ¢ F z o u)O D'z
<�OFF=O-
(6)#101767 1PS SCREWS INTO WOOD or METAL O 01X}�3:2 m
W D winWmW
-(6)3/16"ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD E z(0 Wa �O U)�
(6) 114"ELCO ULTRACONS INTO HOLLOW or GROUT-FILLED BLOCK _�Q w=
o I. D- ��a
0"µfuu►rrp
PgOREW
HORIZONTAL MULLION �;" No 58201
VERTICAL MULLION ir=
X93; STATE OF
z z ISINGLEI � NAI;EN�`,`
J zTWIN
W I OR
a.
O ITRIPLEI
S --- -- I
UNITS
BELI y�l
Ll 1 I I 9//226/2017
II I LUCAS A.TURNER,P.E.
OPENING SIZE � 4---- MULL LENGTH
FL PE#58201
1239 JABARA AVE.
NORTH PORT,.FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
NOTES: DP CHART
1.THE MULL BAR IN FOCUS FOR ANY GIVEN INTERSECTED MULLS
CONFIGURATION IS SHOWN IN BOLD.
2.AN INTERSECTED MULL BAR HAS OTHER MULL DRAWN BY: DATE:
BAR(S)ATTACHED TO IT(SHOWN IN DASHES) ADE 09/27/12
THROUGH THE USE OF MULL BAR CLIPS. AN DWG#: REV.:
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS. CWS-836 B
3.NON-INTERSECTED MULL BARS CAN BE ATTACHED SCALE: ET
SHE
TO THE SUBSTRATE AND OTHER MULL BARS. 1;1 3 E T
ITEM PART# DESCRIPTION FRAME TYPE OPENING "T"MULLBAR CLIP "L"MULLBAR CLIP ,
1 H-1758 1 3/8"x 3"MULLION TUBE LINE ITEMS NOT USED: (F-1522-XXX) (F-1767-XXX) �n/7(t9�j//nTyyn•
2 #10 OR#12 HEX WASHER HEAD TEK SCREW'(see note below) 5-6,12 NEW F-1522-013 F-1767-001 WWllll��((LLWW//UUUUCCbb
3 #10 x 1 1/2",PANHEAD PHILIPS ZINC FLANGE WINDOW SYSTEMS
4 #10 FLAT WASHER RETRO F-1522-006 F-1767-001 1900 SW 44TH AVE.
7 S-1897 MULLION CLIP NEW F-1522-013 F-1767-004(LRR) OCALA,FLORIDA 34474
FIN W W W.CW S.CC
8 SEALANT RETRO F-1522-013 F-1767-004(L&R)
9 1 S-1895 I DRIP CAPNEW NOT RECOMMENDED F-1767-001
10 S-1896 FLANGE ADAPTER BOX RETRO F-1522-006 F-1767-001 3"PVCs
11 S-6018 MULLION INTERIOR COVER
13 P-3486 MULL BAR CAP MULL BAR
14 F-1522-013 3"SLOTTED NEW CONTRUCTION FIN MULL CLIP IMPACT
15 F-1522-006 3"SLOTTED T-CLIP
16 F-1767-001 L-ANGLE 3"MULL CLIP,STANDARD ¢ z a z o
17 F-1767-004L L-ANGLE 3"MULL CLIP,FIN,LEFT H 0.0 w O
18 F-1767-004RIL-ANGLE 3"MULL CLIP,FIN,RIGHT Z w_,c a 0 w
19 #10 HEX WASHER HEAD TEK SCREW wo z z ?
§zz 0 It ai
20 #10 FHTEKSCREW z zx�¢F-wp0
USE WOOD SCREW SIZE(#10 OR#12),SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT 00 O�of v a m�a
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1116" a =a w O m
1/16 1116" DRIP CAP S-1895 1 13/16" 1 13/16" 318" a 2~ W=
MULLION INTERIOR 13/16' 11 15116°1 a a d
COVER S-6018 FLANGE ADAPTER S-1896
2 7/16" 1 4"
1 11/16"
11718")
r 13le• —+ 13116" d 1/4"(TVP) ave^ ,,lb P.1DRE
3/3 8" -1 No 58201 •••�13
TOP VIEW 2 7/16"
15/18" '*• * =�'C
213/16" 1/8°
2 1/16" I I r8.
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1 3/16" 1/8" 2 3116"
3"MULLBAR H-1758
MULLION CLIP S-1897 118
1a I
a ns" 9/26/2017
I— �
21/4" LUCAS A.TURNER,P.E.
F-1 FLAN 6 FL JA#RA 01A
RETRO/FLANGE CLIP 1239 JABARA AVE.
NORTH PORT, 34288
//L J� � PH.941-380-1-1 574
J-1 4 7/9° SHEET DESCRIPTION:
/ F-1522-013
/ NEW CONSTRUCTION/FIN INSTALLATION BOM AND EXTRUSIONS
A
SCORE,BEND AND BREAK DRAWN BY: DATE:
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR ADE 09/27/12
DETAIL DWG
TYP.FIN FRAME 3:1
CWS-836 B
scALE: SHEET
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 1:2 4 OF 10
FRAME TYPE OPENING T"MULLBAR CLIP "L'"MULLBAR CLIP
F-1522-XXX) (F-1767-XXX)
NEW F-1522-013 F-1767-001
FLANGE RETRO F-1522-006 F-1767-001 WINDOW SYSTEMS
1900 SW 44TH AVE.
NEW F-1522-013 F-1767-004(L&R) OCALA,FLORIDA 34474
FIN RETRO F-1522-013 F-1767-004(L&R) WWW.CWS.CC
NEW NOT RECOMMENDED F-1767-001
BOX RETRO F-1522-006 F-1767-001 311 PVC
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I
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I 3°
I 16
ve• X�
i 6 7/8" 9/26/2017
ILI p1/2• v2 I LUCAS A.TURNER,P.E.
2 314^ 2 3/4• I 'L•ANGLE 3"STANDARD MULL CLIP-F-1767-001 FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
"L•ANGLE 3•MULL CLIP,FIN(LEFT)F-1767-004L "L•ANGLE 3"MULL CLIP,FIN(RIGHT)F-1767-004R i PH.941-380-1574
OUTSIDE I SHEET DESCRIPTION:
I EXTRUSIONS
I
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ADE 09/27/12
DWG REV.:
CWS-836 B
SCALE: SHEET
1.2 5 OF 10
C
I VVIWDOdV SrsTkwls
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
I I
3"PVC
I
SEAL BEHIND FLANGE I APPLY SEALANT ALONG FULL p
MULL BAR
SEAL BEHIND FLANGE I PRIOR TO ATTACHING p I LENGTH OF WINDOW FRAME IMPACT
PRIOR TO ATTACHING TO MULLION GROOVE PRIOR TO ATTACHING 2
TO MULLION 9 ; I s I ; COVER Z
I 1 4 QZ
11 I FIN MUST BE REMOVED 11 11 p 11 Z w CZ Q k Z w
WHERE WINDOWS p W Z O? —Hi
❑ ¢ �}
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A HORIZONTAL MULL BAR SECTION AQHORIZONTAL MULL BAR SECTION I ti
s FLANGE FRAME WINDOW s FIN FRAME WINDOW s BOX FRAME WINDOW a ?=a Of 0 cn
I m xF M w=w�
I a ~ a
-------------------------------------------- ---------------------------
APPLY SEALANT ALONG FULL ♦.`♦g P.....•�..'rG' 'y
11 1 2 I 11 1 2 I LENGTH OF MULLBAR GROOVE ♦♦ •
` VP: � SF•.�Py�••
PRIOR TO ATTACHING DRIP �� No 58201 1.
ADAPTOR
I U •
59Q.• STATE OF ;��U=
M FIN MUST BE REMOVED I O �'•��S'.4 O R 1fl4'QN�:♦,
WHERE WINDOWS
CONNECT TO MULL I O
•
s •NiSiONAL 6�♦♦`l
0 0 Tp
DETAIL A
9/26/2017
SEAL BEHIND FLANGEEE DETAIL BSEAL BEHIND FLANGE 10 (SEE DETAIL B) PRIOR TO ATTACHING ) LUCAS A.TURNER,P.E.
PRIOR TO ATTACHING I TO MULLION APPLY SEALANT ALONG FULL FL PE#58201
TO MULLION I LENGTH OF MULLBGROOVE
PRIOR O ATTACHNG FLANGE 1239 JABARA AVE.
NORTH PORT,FL 34288
�BIVERTICAL MULL BAR SECTION I ��VERTICAL MULL BAR SECTION I ADAPTOR 1 PH.941-380-1574
�JFLANGE FRAME WINDOW I s FIN FRAME WINDOW I I SHEET DESCRIPTION:
I I L
SECTION VIEWS
MULLS
I 16o 0
DRAWN BY: DATE:
ADE 09/27/12
DWG#:: REV.:
10
I DETAIL B CWS-836 B
SCALE: SHEET
1.2 6 OF 10
1 18 V- (lRSA�JC4ll//�•Ij n�
WINDOW SYSTEMS
1900 SW 44TH AVE.
CD C 0 Q OCALA,FLORIDA 34474
W W W.CW S.CC
A IF
3"PVC
C) {' r Iit;dL MULL BAR
SII
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v: No 58201 .'11�
EDGE DISTANCE
� 1 y9 STATE OF :�u
SEE 11/1 T �OT••.'�
NOTE 1 7 8"MAX
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SEE NOTE 1 7 11/16"MAX.EDGE DISTANCE SEE NOTE 1 7iltl"MAX•EDGE DISTANCE �FS. O R i�✓''O�aQ�
1 ��i,,SfpNp � p��
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1 19 SEE NOTES 1&2 1 19 SEE NOTES 1&2 `y�
0
19 SEE NOTES 1&2 SEE NOTE 4 0 (1 EAJCLIP) (1 EAJCUP)
SEE NOTE 4 (1 EA./CUP) SEE NOTE 4 9/26/2017
�5"HORIZ.TO 3'VERT.MULLBAR SECTION �1 4'HORIZ.TO 3"VERT.MULLBAR SECTION �C1 3'HORIZ_TO 3"VERT.MULLBAR SECTION LUCAS A.TURNER,P.E.
FLANGE FRAME INDO 7 FLANZ,E FSA N W 7 FLANG F WINDOW FL PE#58201
1239 JABARA AVE.
NOTES: NORTH PORT,FL 34288
PH.941-380-1574
1. SLIDE CLIP INTO LOCATION AND SECURE WITH ITEMS 19(QTY 1)AND 20(QTY 1),AS SHEET DESCRIPTION:
SHOWN ABOVE.
SECTION VIEWS
2. PRE-DRILLED HOLES(THRU H/V CLIP 1897),BY THE INSTALLER, MULL INTERSECTIONS
MAY BE LOCATED AS NEEDED WHILE MAINTAINING A MINIMUM CLIP EDGE DISTANCE
OF 9/32"AND A MINIMUM CENTER TO CENTER SPACING OF 1/2". ORA N 9Y: DATE:
3.THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ADE 09/27/12
REGARDLESS OF ORIENTATION(i.e.,HORIZONTAL OR VERTICAL).THE FULL LENGTH DWG#: REV.:
MULL MUST BE THE SAME DEPTH,OR GREATER,THAN THE INTERSECTING MULL. CWS-836 B
4.INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL SCALE: SHEET
CLIP. PRE-DRILL PILOT HOLE THRU ALL MATERIAL. 1:2 7 OF 10
WINDOW SYSTEIWS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CWS.CC
3"PVC
MULL BAR
IMPACT
a z azo
RETRO FIT "L"ANGLE CLIP F- ❑w O O 0
MULL BAR CLIP TWO REQ'D PER EACH END OF MULL
W
Z zOz W-�I _w-
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MULL BAR MULL BAR Z z x M zd D:w p O
lfll v 01--o❑ax��
=';F. }��L -_% INSTALLATION ANCHOR =-�r J�� =-• INSTALLATION ANCHOR Q �Z U 2 Z=O LL U
SEE TABLE 1,BHT 9 I I SEE TABLE 1,SHT 9 4�O w O=O Z
SEALANTALONGE -� -
SEALANT - �t — W LL y❑W y w
OUTSIDE EXPOSED .d'r OUTSIDE EXPOSED .a.r a Z=w
EDGE BY INSTALLER oro°;; EDGE BY INSTALLER ov°°o• O W
F-0 D,x }
EXTERIOR FINISH ° i __ _ MIN.EMBEDMENT EXTERIOR FINISH 'od,•t•, MIN.EMBEDMENT _ w a K W O
a.
BY OTHERS oia- — -- SEE TABLE 1,SHT 9 BY OTHERS ,•01 I= _ _-" SEE TABLE 1,BHT 9 a
PERIMETER SEALANT PERIMETER SEALANT ;o
BYINSTALLER BYINSTALLER
INSIDE AND OUT INSIDE AND OUT tttttttlitrhrrrrrr
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS `,�� PNORE4y T����
SEE TABLE 1,BHT 9 SEE TABLE 1,SHT 9 ���OQ5.0"0 ENgF G�Qy���
^ MIN.EDGE DIST. MIN.EDGE DIST. No 58201 %:�N�
SEE TABLE 1,SHT 9 SEE TABLE 1,BHT 9 g
�F1 VERTICAL SECTION �1 VERTICAL SECTION
10 TYPICAL FIN(RETRO FIT)ANCHORAGE10 TYPICAL FIN("L"ANGLE)ANCHORAGE ^•o= ;>r�
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
,�rrbS10MA1llill;E�:0,•
X�
9/26/2017
LUCAS A.TURNER,P.E.
NOTES: FL PE#58201
1239 JABARA AVE.
1.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
AFTER INSTALLATION. PH.941-380-1574
SHEET DESCRIPTION:
2.RECESS RETRO MULLION CLIP 3/8"MAX.FOR CLEARANCE OF WINDOW
UNIT AS NEEDED. INSTALLATION DETAILS
FIN
3.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE:
THREE(3)ANCHORS REQUIRED PER"L•MULL CLIP,SEE SHEETS 2-3.
ADE 09/27/12
4.SEAT MULLION TIGHT TO MULL CLIP. DWG#: REV.:
5.FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-836 B
SPECIFIC INSTALLATION DETAILS. sC E: SHEET
1:2 IMF 10
f
°yah tip
► Pro0 . . B
J
r_
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map Links I Search
Florida
r a
Product Approval
ltx�' USER:Public User
01Product Approval Menu>Product or Application Search>Application List>Application Detail
* FL# FL13010-R8
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived E
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authoriied Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
0 Category LFixed
Subcategory Compliance Method tion Mark or Listing
Uj
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
L
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
r
Product Approval Method Method 1 Option A
Date Submitted 04/08/2019
Date Validated 04/09/2019
Date Pending FBC Approval 04/15/2019
Date Approved 04/19/2019
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-1357.pdf
Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-1362.pdf
Impact Resistant:Yes FL13010 R8 C CAC CAR 138-562.pdf
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 R8 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R8 AE EvalReport433D.pdf
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-261e2.pdf
Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-705e2.pdf
Impact Resistant:Yes FL13010 R8 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. Glass Installation Instructions
complies to ASTM E1300-04. FL13010 R8 II CWS-510C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R8 AE EvalReport510C.pdf
Created by Independent Third Party:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-258.pdf
Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-481.pdf
Impact Resistant:Yes FL13010 R8 C CAC CAR 138-482.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other:PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2022
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R8 II CWS-373C.pdf
Verified By: Lucas A.Turner,P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R8 AE EvalReport373C.pdf
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window 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)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R8 C CAC CAR 138-1093.pdf
Approved for use outside HVHZ:Yes FL13010 R8 C CAC CAR 138-1320 e2.pdf
Impact Resistant:Yes FL13010 R8 C CAC CAR 138-250.pdf
Design Pressure: N/A FL13010 R8 C CAC CAR 138-274e2.pdf
Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R8 C CAC CAR 138-457.pdf
+/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R8 C CAC CAR 138-465.pdf
pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R8 C CAC CAR 138-534.pdf
HVHZ,with max.glass daylight sizes as shown in CWS-159E FL13010 R8 C CAC CAR 138-730e2.pdf
Glass complies to ASTM E1300-04. FL13010 R8 C CAC CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R8 II CWS-159E.pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
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 WINDOW SYSTEMS
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. www.cws.cc
491/4° 731/4• 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH
MAX.OVERALL FLANGE WIDTH 8300 PVC
48" 72• 3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW
451/8" 691/8' 4.DESIGN PRESSURE RATING: IMPACT
GL
GLASS ILOASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04e01109. Q
-- I I -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER F p W O cow o 0
INFILTRATION TEST PRESSURE AND GLASS TABLES z w-j❑ < '
I I I I ASTM E-1300-04e01/09. w z O? =-Z1--
o Qtn§}OD=3:m
77114" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED Z z=2 Q w p
MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O O F-O rj d x F-W
731/4• I I OVERALL DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD V O—U))z F-m D.
FLANGE I I O z 7_z F-L)—
MAX. I I HEIGHT I I ANCHOR CALCULATIONS. z¢ O Z O O Z O`U U
FLANGEL BGHT I I I B 76" I I 6 REQUIRED.APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 4 <�LLO w O x Z-
I I MAX I I LL U)0 LLI Cn w
72" I O I UNIT I O I 7.ALL FRAMES ARE FULLY WELDED. a z=d =p U)I j
HEIGHT
MAX. I I I I
W F D 2 >
UNIT 8.SERIES/MODEL DESIGNATION PW-8300. a F- a = w
I I I I I D-
HEIGHT 73 9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
I GLASS
I I 0=FIXED SASH. ,`����t)uprp�41
ss 1/9° GLASS ,�� P1,...... T+++i
GLASS i I 8 DLO i I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ,�.�VPo;•`�C EN p•F Gly+,G
LOCATION. iA
No 58201 •°1.�A.
g I I :9S STATE OF
------- -- -------- �•n%
B ,++++s!uN.I
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
NORTH PORT,FL 34288
11:45-04:00 PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2ANY 48��X 72�� +/-55 PSF ADE 05/05/07
GLAZING DETAILS.................................3
SECTION VIEWS....................................4
EXTRUSIONS&B.O.M...........................5 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT DWGp: REV:
ANCHOR SCHEDULE&NOTES.........6-7 72��X 76n
CWS-159 E
INSTALLATION DETAILS.......................8 HVHZ +/-67.5 PSF SCALE: SHEET
1:20 1 OF 8
awom ffl
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
az3
FULL CIRCLE z w�O <1--Z'Wood
TOMBSTONE w Z 0 Z O-m _
LL F-w�ZF 32x
Z Z=Naaw0O
0 Ocn�Val=-co(L
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0 v tNo 58201 �•�15
OCTAGON
TRAPEZOID %V;. STATE OF
OR10P�\?:��
NOTES: y
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING, LUCAS A.TURNER,P.E.
01
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL JA#RA AVE.239
NORTH PORT,
RECTANGULAR WINDOWS ON SHEET 1. PORT,PA
- FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 2 OF 8
WINDOW SYSYEPIS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
z W J O Q W o W
O ZtOnZ Oo:Zm_
LL FWZH��=
Z z=�Q
1"OVERALL 1"OVERALL woo
00 OV N O IL F r j a
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U-
1/2"AIRSPACE > F- LLm O O LL Z
3/8"AIRSPACE :O w�=O-
5/16"LAMINATED 7116'LAMI GLASS w 00
rp p w(A w
1/8"ANNEALED 3/16'HEATSTRENGTH a Z d p;
.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER _ w�W
D.
1/8"ANNEALED 3116'HEAT STRENGTH
11 , „�1Umhtq,
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SIKAFLEX 552 IG SPACER SIKAFLEX 552 Q JG:,v ,
58201
10 1/2"GLASS BITE 10 *: 'k
112'GLASS BITE
7 7 ln� �q0 STATE OF :%u
1 �ILJ 1 �Jrr7GLASS
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GLASS TYPE A 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 MAXS17F DRAWN BY. DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07
DP+/-55 A 48 X72 DWG REV.:
CWS-159 E
DP +/-67.5 B 72 X76 SCALE: SHEET
1:1 3 OF 8
3 4 V-ld6v(4110m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 344.74
WWW.CWS.CC
INTERIOR
7 s 8300 PVC
s s 9 s PICTURE WINDOW
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8 s
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LUCAS A..TURNER,P.E.
D OLsFL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
s SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE FIN FRAME
ADE 05/05/07
DWG#.' REV.:
CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
��°j
ITEM PART# DESCRIPTION VENDOR MATERIAL ` - "`— v�•
WINDOWSYSTEP7S
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 zCORNER WELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC
SCALE 1:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER
8 PURFECT GLAZE "H", SIKAFLEX552 HENKEL/SIKA SILICONE a z �: <Z3:
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w-j Oo ¢r o w
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10 S-6064 GLZ BE., FXD. (1" O.A. I.G.) MIKRON PVC o ¢ o m
11 1 GLASS ISEE SHEET 3 o OO U a<=P m
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2 718" v No 58201
L :90; STATE
1 1/2°
PVC FRAME FLANGE-H-6006BT '�SS�ONA4E�:+��`
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PVC FRAME FIN-H-6006A X�
I-114° 9/22/2017
LUCAS A.TURNER,P.E.
1/16° 1/2' 3” FL PE 9 58201
7/e^ 10 � 1239 JABARA AVE.
8 NORTH PORT, 34288
i PH.941-380-1-1 574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG N: REV.:
CWS-159 E
SCALE: SHEET
1:1 5 OF 8
14°MAX.O.C.(1YP.) 4"MAX.(fYP.) 8"MAX.O.C.(fYP.) WINDOW SYSTEMS
6"MAX(TYp) SEE NOTE 2 4'MAX(TYP) SEE NOTE 2 1900 SW 44TH AVE.
6"MAX(TYF) OCALA,FLORIDA 34474
—————————— ---------- WWW.CWS'CC
I I I I
I 8300 PVC
e• I I PICTURE WINDOW
MAX O.C.
INSTALLATION "P) I i INSTALLATION IMPACT
MAX O.C. I ( ANCHOR(TYP.) I I ANCHOR(TYP.)
I
(T'P) I I I I <
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—————————— —---——————— o
ANCHOR P+/055PSFFLANGE) ANCHODP+LA 50PSF (FIN) GPS-�OfiNSF�G'Q?�•�
t• No 58201 %'�13
9�, STATE OF W�
NOTES: Impol����SSiONA its
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 XZ
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 9/22/2017
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#58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288
SPECIFIED IN TABLE 1,SHEET 8. PH.941-380-1574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE&
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 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/AAMANUDMA 300(EXTERIOR DOORS) 1:20 6 OF 8
WINDOW SYSYEPIS
4"MAX.(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,(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474
8"MAX.(TYP.) WWW.CWS.CC
——————————————— ————————————————
8300 PVC
I I I I PICTURE WINDOW
'7518" . I I MAX I I IMPACT
(TYP.) I
I I I a z (nw¢zo
ci
cl I I I Z WJD a�Zw
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INSTALLATION INSTALLATION
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————————————————
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) J c�
DP+/-65 PSF DP+/_65 PSF No 58201 ?1
o: 5a'=
�90� STATE OF
rr44h�F�O A 1 OP'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 1/16"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
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#RA AVE.01BE PROTECTED TO PREVENT REACTION. 1239 JABARA 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&
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 IX 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 SY: 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 n: 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), FMIANVDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
SEE TABLE
SEETABLE1 SUBSTRATE V-U�11•lilllYlSl/uuLY
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEPNS
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 1/4'MAX SHIM SEE TABLE 1 WWW.CW S.CC
rAND
E DIST.
SUBSTRATE BY OTHERS 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 SEE TABLEDMENT IMPACT
SEALANT BEHIND C=
FLANGE BY INSTALLER -� Z <Z3:
1!4'MAX.SHIM � f�OTQ � O
BYRI STTER AL ESEALANT w Z O Z w r_Z W
LANT INSIDE AND OUT O N }O m
Q
INSTALLATION ANCHOR Z Z=2QKWO p
SEETABLEI O OHO Q=Fw
FLANGE BYE INSTALLER SEALANT BEHIND HIND O O m y Z Z 1-m a
FIN BY INSTALLER Q 00:3 Z j V U
INSTALLATION ANCHOR B HORIZONTAL SECTION C HORIZONTAL SECTION I —IL�O O tL Z
8 TYPICAL FIN ANCHORAGE §�0�F=F=-0—
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F O 0 uiY b�ZO d
= ZS2W�OJC_FW-
C WFO GQ.=w}
a =�W�
EE
~ a
01611113#(Mj f� ❑ 1/4"MAX.SHIM 0� tjOREW�
SEALANT BEHIND U ,G ��CEtJSF
FLANGE BY INSTALLER O
? No 58201
PERIMETER SEALANT MIN.EMBEDMENT
BYINSTALLER
INSIDE AND OUT SEE TABLE IX90.• STATE OF �W
4T .A' P'�J
0 R 10•
SUBSTRATE BY OTHERS �SS�0NA�>;E�;
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE 0�
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS �0 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.) 3/16"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 1-114" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITN FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.050" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 0: REV.:
FLANGE 1/8"ALUM.(6063-T5 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: SHEET
FIN 2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8
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Florida
Product Approval
ci F` - USER:Public User
t;ST:=trcM6fre�
Product Approval Menu>Product or Application Search>Application List>Application Detail
r• 9 , FL# FL5823-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived E
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
a ente68-6922 Ext 221
a enYeverd cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
LUFlorida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
LL Validated By' Steven M. Urich,PE
R Validation Checklist-Hardcopy Received
Certificate of Independence FL5823 R8 COI EvalReport155D.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/02/2017
Date Approved 12/12/2017
SummarV of Products
FL# Model,Number or Name Description
5823.1 18100 Vinyl Single Hung 8100 Vinyl Single Hung(Impact)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-155D.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,see installation dwgs.for Max.size and FL5823 R8 AE EvalReport155D.pdf
OP. Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ.Glass complies to ASTM E1300-04.
5823.2 SH-8100.Cont. Hd.&Sill SH-8100 Cont. Hd. &Sill(double Single Hung),Impact,74 1/8"
x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-440C.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:Max. unit size 72-7/8"x 61-3/4". Outer lite in I.G. FL5823 R8 AE EvalReport440C.pdf
must be safety glazed when used above 30 ft.in HVHZ.Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont. Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74
1/8"x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-491C.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 FL5823 R8 AE EvalReport491C.pdf
72".Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft. in HVHZ. Glass complies to ASTM E1300-04.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR,5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 II CWS-295E.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:Large Missile,52"x 96"w/5 HI sash,+/-70 psf. FL5823 R8 AE EvalReport295E.pdf
FLANGE ONLY.Outer lite in I.G.must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. in HVHZ. Glass complies to ASTM E1300-04.
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Product Approval Accepts:
® ® eCliek M
SINGLE HUNG - LARGE MISSILE IMPACTGENERAL NOTES: CQ5gotm'
(SHOWN W/DIFFERENT OPTIONS 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDSYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. www.cws.cc
54 3/8" 2.GLAZING OPTIONS:(SEE SHEET 2) 8100 PVC
OVERALL FLANGE WIDTH
531/8"MAX.UNIT WIDTH OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O/X". _ SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
48 15/16" -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS DLO GLASS TABLES ASTM E-1300-04e01/09.
__ MAX UNIT WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
iI 31 13!16• INFILTRATION TEST PRESSURE AND GLASS TABLES F p w O
I
U)w 0 0
771!4" GLASS DLO ASTM E-1300-04e01/09. z w_j 0 a k Z w
w zOz x_-I_
MAX FO
OVERALL I I A 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED LL H w Z O-�2
FLANGE -- - IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Z z x m¢w w 0 0
HEIGHT I _- DETAILS.W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 0 1-0(i¢2 F-0=
O 0 Otn�ZdhfnO-
GLASS 631/4° I -i- I ANCHOR CALCULATIONS. 0 z Z V-Z�V 0
OVERALL
76" I I DLO FLANGE I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. THE IMPACT SWEEP } ¢ '20=LLO Z
MAX. I I HEIGHT LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL ¢O F f=H z
UNIT B O B OPERATION BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO Q 0.2 }0 Orn
HEIGHT 62^ I
HURRICANE WINDS AND FLYING DEBRIS. LL rn W U)Cl 0 J CO w
UNIT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a0 WHO a.2 Lu Y
HEIGHT I I USED AT FIXED MEETING RAIL AND JAMB. a F=- d Lu 3:a to
I B I
116" I I C 8.SERIES!MODEL DESIGNATION SH-8100. ,,%oltilu4►ttt
RE
SASH v p DLO
SS M 9 X THE
SASH,40 D FlSTAND XED SASH R THE FOLLOWING: g GE'NT(��y�,.
SHE x
6
HEIGHT GLASS +-SASH XJif' No 58201 °'�1
10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
I I
LJ DLO^ I I LOCATION. tF -
C if I 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. 90;° STATE OF Al;
C A A 12.SWEEP LOCKS INSTALLED ON WINDOWS OVER 36"x 62"' ,
6 tittmnNri
46 3/8" x
GLASS DLO GLASS DLO
4911/16" 31 5/16" LucasTurne
MAX.SASH WIDTH MAXSASH WIDTH r
2017-09-22 9/22/2017
11:38-04:00 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
- SHEET DESCRIPTION:
DESIGN PRESSURE GENERAL NOTES AND
LOCATION MAX. UNIT SIZE IMPACT RATING
RATING ELEVATIONS
TABLE OF CONTENTS
NON-HVHZ +/-65 PSF DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 53-1/8"X 76" ADE 06/10/08
SECTION ING VIEWS&ALT.FRAME:.......3 HVHZ +/-67.5 PSF LARGE MISSILE IMPACT DWG#: REV.:
EXTRUSIONS&B.O.M.........................4 NON-HVHZ +65/-75 PSF CWS-155 D
ANCHOR SCHEDULE&NOTES..........5 36"X 62" SME: SHEET
INSTALLATION DETAILS.....................6 HVHZ +67.5/-75 PSF 1:1 1 OF 6
7/8"OVERALL INSULATED GLASS 7/13"OVERALL INSULATED GLASS awom.ffl
118"ANNEALED 118"ANNEALED WINDOW SYSTEMS
1900 SW 44TH AVE.
7116"AIRSPACE 7/16"AIRSPACE OCALA,FLORIDA 34474
5116"LAMINATED GLASS 5116"LAMINATED GLASS www.cwS.Cc
118"ANNEALED 119"ANNEALED 8100 PVC
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT SINGLE HUNG
1/8"ANNEALED 1/8"ANNEALED IMPACT
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE WOR SIKAFLEX 552 18 PURFECT GLAZE'H'OR SIKAFLEX 552 Q Z Q Z 7,
Z W W O <rZ W
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1 112"GLASS BITE 112"GLASS SITE 4 z ZZ
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GLASS TYPE A a ~ a a
GLASS TYPE A SASH LITE
FIXED LITE O'k",jOREW�'Ar-
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS ��;•
No 58201 •S�
1/8"TEMPERED 1/B"TEMPERED
7/16"AIRSPACE 7/16"AIRSPACE %90 •.STATE OP. 2��I`
5116"LAMINATED GLASS 5/16"LAMINATED GLASS i�5'•<O N IQ..
''rof/O A�� p�
1/8"ANNEALED 1/8"ANNEALED
.090"PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT
ANNEALED 118"ANNEALED
QUANEX DURASEAL QUANEX DURASEAL
IG SPACER IG SPACER
18 PURFECT GLAZE°H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 9/22/2017
LUCAS A.TURNER,P.E.
1 1/2"GLASS BITE 1/2"GLASS BITE FL PE#58201
1239 JABARA AVE.
• 3a 3e NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
q O GLAZING DETAILS
DRAWN BY: DATE:
ADE 06/10/08
DWG#: REV.:
GLASS TYPE B SETTING BLOCKS PER FBC 2411.3.3.1 CWS-155 D
GLASS TYPE B SASH LITE SCALE: SHEET
FIXED LITE 1:1 2 OF 6
INTERIOR aLsa1��® .�j�jj
WINDOW SYSTEMS Illt� `�✓�/✓/VIII
3 21 19 10 39 11 21 ft
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.Cws.CC
41
41 8100 PVC
p SINGLE HUNG
4s a IMPACT
1z
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21 Z W J❑ O Wo W
W z O z Z F
20 12 20 26 LL HW�z OF�:2=
SECTION VIEW B-B z Z=2 a Of w 0 0
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NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, 0 z- z I..�O
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RIGHT SIDE SHOWS SASH SECTION VIEW. Z00:)ui-=)O-O-
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INTERIOR ���nmm+q
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,9 -4: No 58201 .•��
���: STATE OF �kl
12 8 13
14
9
25 g I 15 Z2
O 9/22/2017
LUCAS A.TURNER,P.E.
40 FL PE#58201
p __ p p ,5 1239 JABARA AVE.
2 NORTH PORT,FL 34288
41 PH.941-380-1574
SHEET DESCRIPTION:
SECTION VIEW C-C
SECTION VIEW A-A SECTION VIEWS
ALTERNATE FIN FRAME SWEEP LOCK REQUIRED
NO SWEEP LOCKS ALLOWED FOR SIZES OVER 36"x 62". DRAWN BY: DATE:
FOR UNITS 36"x 62"AND UNDER.
ADE 06/10/08
DWG#; REV.:
ITEMS NOT SHOWN FOR CLARITY:
CWS-155 D
22,27-28,33-37,4345 SCALE: SHEET
1:2 3 OF 6
PARTS LIST FRAME CORNER /fes
ITEM PART# DESCRIPTION MATERIAL VENDOR31/8" CONSTRUCTION
� ly(9C
- 1 H-6031 Frame Head,Fig,Sinle Hung PVC MIKRON WINDOW SYSTEMS
2 H•6031 Frame Sill,Fig,Single Hung PVC MIKRON1 1 16/16" IL-2 3/18° 1900 SW 44TH AVE.
3 1+6031 Frame Jamb,Fig,Single Hun PVC MIKRON 2 OCALA,FLORIDA 34474
4 H-1836 Alum.Fixed Meet Rail ALUMINUM KEYMARK 3
6 WWW.CWS.CC
5 S-6063 Fixed Rail Cover PVC MIKRON 11/16" 1518* q e 1 5I8^
6 H•6027 Sash Top Rail PVC MIKRON 1/16"
7 H-1497 Reinforcement for STR ALUMINUM KEYMARK �� L 1116°
CORNER WELD 8100 PVC
(ALL SIDES) SINGLE HUNG
8 H•6028 Sash Bottom Rail PVC MIKRON 1:8
9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK IMPACT
10 K6004 Sash Side Rail PVC MIKRON PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027
11 S-1498 Reinforcement for SSR ALUMINUM KEYMARK < Z �:
¢w12 S-6064 GazingBead PVC MIKRON o
❑
wZz ?13 P-3118 Keeper,SweepLock ZINC SULLIVAN 3118" O
❑ Qty }OX�aO
15 P-4632 14 P-3541 SBwee/Lock n Head,Tek ZINC SULLIVANTEEL S�� I 4 1 1/2^ Woo
z _ Z~� _
16 P-4633 Barrel Fastener STEEL FASTENAL 1Ffl
U 0 u)F-Z CL P 0 D.
(j 2 F
FIXED MEETING RAIL 4 ❑ Z—co Z 7
17 Block&Tackle Balance STEEL CALDWELL 21/6" 10 4 SCREWED TOGETHER WITH Z O U' U Oj—j U
18 Purtect Glaze"H or Sikaflex 552 SILICONE HENKEL/SIKA OUTERFRAME ¢ F?LLg 0 O LLZ
v16° F 1:8 > <3:0W—X0-
19
� w—=O-
19 Sash SEE SHEET 2 GLASS CARDINAL 9/16" 0 15/8, 21/8" 1/16" ¢ O�v�z
20 Fixed SEE SHEET GLASS CARDINAL 1/16" �i O❑ o w io w
21 P-3429 W .,0.270 x 0.187 back FinSeal NYLON ULTRAFAB —i a ?=5- 0 p US P
22 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 STEEL FASTENAL 11 0 w F- W x X G
23 #10 X 1 112"Panhead SMS STEEL FASTENAL 2° PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 a F- O W
I EL
24 Flat Washer STEEL FASTENAL PVC FRAME FIN-6048 p�u�nin
25 S-6014 Screen Catch PVC MIKRON t)REW%
26 S-6013 Screen Support PVC MIKRON �J4�Q`O,PNCEN$tiG�p'�i,
27 P-4051 #8 x 1 1/4"Ph Fh TEK,Wht ZINC FASTENAL
��; t�sy
ZB P-3748 #6x0.625"Quad FhTEK,Wht ZINC FASTENAL t 5/ts° s/ts° No 58201t 1/8
29 1 P-3783 Impact,Lock STEEL INTERLOCK 4 62' 5 511s^
30 P-4069 Impact,Keeper STEEL INTERLOCK I '9; STATE OF .W
7/8" 26 1 5/16" 2 10. •4i�
31 P-4264 #8 x 3/4 FH PH w/#6 Head,TEK,Wht STEEL FASTENAL L 1/16" L:—E�6 1/16° ��''�c�`is�<,o R t��'p��..•��
32 P-3218 Screen Frame ALUMINUM ACEMETAE 616" FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 ghIF#1111110,
33 P-3321 Screen Corner Key PLASTIC M&M PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC
34 P-3228 Screen Spline RUBBER DAPA
35 P-3581 Screen Cloth VINYL WIER
36 P-3033 Screen Spring STEEL HURLEY
37 P-3029 Screen Pull Tab STEEL HURLEY 5/8' x�
38 P-3352 Set Blk 85 Dur.1/e"x5/8"x2" RUBBER FRANK LOWE 3/4- 3l4" 1
964
3/16 ° t 9/22/2017
'
39 P-3768 #8 x 5/8 Phil Pan Zinc 23NC FASTENAL 7 LUCAS A.TURNER,P.E.
40 P-4479 Wee over PLASTIC M&M 11 15n�6"I J 1/1s^ 1/16" 7// FL PE#58201
41 P-3113 Screw Support RUBBER TEAM 1/16• I� 1239 JABARA AVE.
42 P-6025 Sash Stop PVC MIKRON REINF.S.B.R./S.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 NORTH PORT,FL 34288
43 P-3059 ISash Cam PLASTIC M&M PH.941-380-1574
44 P-3295 Take Out Clip STEEL SUMMIT SHEET DESCRIPTION:
45 P-3342 Seam Sealer SILICONE SCHNEE
46 P-3752 Hole PlugPLASTIC M&M BOM AND EXTRUSIONS
47 H-6048 Frame Head,FIN,Single Hung PVC MIKRON 1I2
48 P-4959 W .,0.420 x 0.187 back NYLON ULTRAFAB 3116 Z i 3" � DRAWN DATE:
T—
41 ADD E 06/10/08
i DWG REV.:
SCREW SUPPORT-3113 CWS 155 D
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. scALE: SHEET
1:2 4OF6
15.
""MAX O.C.(TY(TYP.) WI �®�•
4MAX.(TYP.) 8MAX O.C.(TYP.)
SYSTEMS
6"MAX(TYP.) 4- SW 44TH AVE.
6"MAX.(TYP.) 4"MAX.(TYP.) W W W.CW OCC A 34474
-- -- -- ANCHOR AT MIDSPAN(TYP.) 4"MAX.(TYP.) 8"MAX O.C.(TYP.)
6"MAX.9YP.) IT
s"MAX MP.) 8100 PVC
' 8" -- -- SINGLE HUNG
14' MAX.O.C.
MAX (TYP-)
MO.C.
(TYP.) I I 8. I I
L . 10 13/16" 0 MAX.O.C. Q Q z
' I I MAX O.C. (TYP.) F- ❑w 0 -,.J00
.._/.'.MTG RAIL I I (TYP.) W Z JO Z C Iw-
'C 9 ¢fn��0W3:m
T z ZXM<X
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) a a X a
SIZES OVER 36"x 62" SIZES OVER 36'x 62" SIZES 36"x 62"AND UNDER SIZES 36'x 62"AND UNDER
0�10REW
5G
,�pGq•;�...ErJSF•.;Qyi.��
No 58201 '.'IL
:9� STATE OF .�fU:
.... ..
NOTES: I�ISS�ONAL��:���,
Iflllll/IU��
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.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
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED, y
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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 6. PH.941-380-1574
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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
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:
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. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
WS-155 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: scCSHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGEWINDOWS), FMANVDMA250(BOXWINDOWS),FMA/AAMANVDMA300(EXTERIORDOORS) 1.25
50F6
MIN.EMBEDMENT // fJ�J(t,97�//}�TJ{yn•
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE MVV-- (5L10.v!!IIUUL/C4
BY OTHERS WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM www.SEE TABLE 1 FLORIDA 34474
SUBSTRATE BY OTHERS W W W.CW S,CC
SEE TABLE 1
MIN.EMBEDMENT MIN.EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1
BYINSTALLER AN
8100 PVC
NSIDEAND OUT SEETABLEIONANCHOR SINGLE HUNG
SEALANT BEHIND O SEE TABLEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
_ a Q z �: ¢ZOO
PERIMETER SEALANT Z W�0 ¢CD W W
PERIMETER SEALANT BY INSTALLER W Z 0 Z of=Z I--
INSIDE INSTALLER INSIDE AND OUT 0 LL :7z
W Z O�m 2
INSIDE AND OUT. INSTALLATION ANCHOR Z Z 2 2 Q W W O0 0
SEALANT BEHIND SEE TABLE 1 O 0 F-0 U n¢.=F.K
INSTALLATION ANCHOR O O to 1-_ P fA(-
FLANGE BY INSTALLER SEEAB NTBEHI D Z 0 U` U)Z F_U—
SEETABLEI O Z—� ZF 0y
HORIZONTAL SECTION HORIZONTAL SECTION Y Q-LL W 0 O LLO Z
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL HEAD AND I SILLS MALAR FOR FIN INSTALLATION Q CHORAGE It U) p to
ZO
Lu 1Im 40
D
0 W P= w= �
1 /4"MAX.SHIM a D- M�'a
SEALANT BEHIND
FLANGE BY INSTALLER o ����tNORE►gi�rr�i
tutu tr
.� ..........
PERIMETER SEALANT _410 :�G£N '•G,p�i�,
MIN.EMBEDMENT :JV' ~ F•••%I
BY INSTALLER SEE TABLE 1 Z� No 58201 :'A
INSIDE AND OUT
�roi e¢e
SUBSTRATE BY OTHERS 0 •.�iATE OF .'��I�
SEE TABLE 1 1,.;2%\"-..4.0••�
SEE TABLEDIST. / R 1 ,
VERTICAL SECTION ,'rrore"Nit,tit?,`,
6J TYPICAL SILL ANCHORAGE
X�
TABLE 1:APPROVED INSTALLATION FASTENERS D 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
�6 HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM G90) 3116"ELCO ULTRACON 1-1/4" 2-1/2" 6J BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"RW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 1-318" 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 910 WOOD SCREW 1-318" 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:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08
1/8"ALUM.(6063.75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG ft; REV.:
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6