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PVC Frame • LOW E 366
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ADDI IONAL PERFORMANCE RATINGS f
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tt4i�,i441#i l,,I '±41./141„tit11,1 1„1 r11t/,1144ti,Illr 1t•,,, A 1414<1tli 1n-,1U1it1, i4t4t,4 jtr{tt{;
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0/""/"" Mitt II llpm'1
Opening I Size
(Wxm), .
1. FL16177.1 33 x 36
(Single Hung) rpt
2. FL16177.1 33 x 37
(Single Hung)
3. FL16177.1 33 x 36
(Single Hung) O 0 O
4. FL16177.1 35 x49
(Single Hung) cu:
5. FL-16736.1 72 x49 . 2 =3
(Horizontal Slider) Q-F=
N
6. FL16177.1 35 x49 Q
(Single Hung) MCLaundry
3
Q
_ . v
7. FL16177.1 35 x49 �
(Single Hung) CU
8. FL16177.1 36 x49 24 d �'
(Single Hung) 40 O N
9. FL16177.1 36 x49 V[S]�1 �
(Single Hung) V
10. FL16177.1 35 x37 8 9 10 11 12 13C m
(Single Hung) 48 .� = c:11. FL16177.1 H.1 35 x36 m
(Single Hung)
12. FL16177.1 32 x36 Bath 1 Kitchen
(Single Hung)
13. FL16177.1 32 x36 7 Bed 2
(Single Hung)
14. FL16736.2 90 x49
(SLIDOPIC/SLIDE) Living
20
N
Dining
03
6 Bed 1 4 14 of rn
48 p CO
5 32 Q LL
m
73 06 0
W
< d 0) 0-
0 O i
N
E
W
VYW W-TEYPE9i.CGN
SCALE:
NOT TO SCALE
GATE:
Mar 17,2016
PAGE GESCRIPMN:
Site Plan
PAGE: OF
1
1
PARADISE EX
"Building Our Quality Reputation
One Customer At A Time
SCC131150472
Property Information Building Information
Owner: Emmanuel &Brenda Macias Wind Zone: 170 MPH.
Address: 2109 EDWARDS RD Exposure Category: C
Fr Pierce,FL 34982 Minimum Building Dimension: 20 ft.
Mean Roof Height: 12 ft.
Risk Category: 1I
Design Pressure Calculations
Opening Location Device Device FDevice Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 33 36 7 37.8 -41.0
-......... ---- -..................------- - -- ... _................--.... ---- --............... ----- ---
2 Int 33 37 7 37.8 -41.0
3 Int 33 36 7 37.8 -41.0
-------- -- ------ -- ---... _... ..............----- --............._._. --—
4 Int 35 49 7 37.4
5 Int 72 49 7 35.6 -38.8
--- - ----- ----...................-----.._..-......................---- -------..._...... ---..............._...--------.................... ---.._.. _.........................----.--.-
6 Int 35 49 7 37.4 -40.6
7 Int 35 49 7 37.4 -40.6
8 Int 36 49 7 37.3 -40.5
9 Int 36 49 7 37.3 -40.5
— _._...__. - -- --- -. --- ........------ ------ -
10 Int 35 37 7 37.8 -41.0
11 Int 35 36 7 37.8 41.0
12 Int 32 36 7 37.8 -41.0
--..-.... ......------__....... ..- . ....---- _._ __.-- -- _T ----------. __— -- -
13 End 32 36 _ 7 37.8 -50.6
14 End 90 49 7 35.0 -45.1
Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.51h Edition(2014)Florida Building Code.
Page 1 of 1
CITY OF FORT PIERCE BUILDING DEPARTMENT
PRODUCT APPROVAL SUBMITTAL AFFIDAVIT
Permit# Property Address :2109 EDWARDS RD, FT. PIERCE Contractor : PARADISE EXTERIORS
Opening Schedule: Swing Doors, Overhead Doors, Sliding Doors, Fixed Glass, Windows & Skylights
Opening ID Product Model Manufacturer Glass Description Attachment Method Building Design Product Design
# Type, Size,Spacing&Embedment Pressure Pressure
1 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6117 header-6/10 sides-none SILL 37.8/Al 70/-70
2 SINGLE HUNG FL16177.1 CWS 7/8'LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.8/Al 70/-70
3 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.8/Al 70/-70
4 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.4/-40.6 70/-70
5 HORIZONTAL SLIDER FL16736.1 CWS 7/8"LAM I IG 3/16"TAPCON-6/12 HEADER-6/17 SIDES-6/12 SILL 35.6/-38.8 601-60
6 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.4/-40.6 70/-70
7 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.4/-40.6 70/-70
8 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.3/-40.5 70/-70
9 SINGLE HUNG FL16177.1 I CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.3/-40.5 70/-70
10 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3116"TAPCON-6/17 header-6/10 sides-none SILL 37.8/Al 70/-70
11 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.8/41 70/-70
12 SINGLE HUNG FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.8/41 70/-70
13 SINGLE HUNGO FL16177.1 CWS 7/8"LAMI IG 3/16"TAPCON-6/17 header-6/10 sides-none SILL 37.8/-50.6 701-70
14 SLIDE PIC SLIDE FL16736.2 SOFTITE 7/8"LAMI IG 3/16"TAPCON-6/16 HEADER -6/17 SIDES-6/16 SILL 35.0/-45.1 60/-60
Opening ID Model# Manufacturer Attachment Method Building Design Product Design
Type,Size,Spacing&Embedment Pressure Pressure
MULLIONS FL16026.2 SOFTLITE
ROOF
SIDING
SOFFIT
HURRICANE
PANELS LESS
THAN 6'
SPAN
HURRICANE
PANELS 6'
OR MORE
NEEDS TO BE PERMENTLY INCORPORATED INTO THE PLANS.
drive g;building;forms;product preview affidavit new 7/17/03
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Product Approval Menu>Product or Aonlicatlon Search>Aoollcation List>Application Detail
r 'i a 4 FL# FL16026-R1
t ' Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived LII
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-3400 Ext 1109
jtin ker@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Vi Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Farabaugh Engineering and Testing,Inc
Quality Assurance Contract Expiration Date 07/01/2016
Validated By Ryan].King,P.E.
W Validation Checklist-Hardcopy Received
Certificate of Independence FL16026 R1 COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 8/12/2015
Florida Building Code Online Page 2 of 2
Date Submitted 01/21/2015
Date Validated 01/28/2015
Date Pending FBC Approval 02/01/2015
Date Approved 04/15/2015
Summary of Products
FL# Model,Number or Name Description
16026.1 a.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16026 RI II Inst 16026.1.Ddf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 16026.1 for Design Pressure Ratings,any FL16026 RI AE Eval 16026.1.Ddf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
_A�
71mpact
7HVHZ:
19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
non-impact window products in Masonry or Wood Openings
f Use Installation Instructions
ed for use in FL16026 Rl II Inst 16026.2.Ddfed for use ouZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Resistant:YeCreated by Independent Third Party:Yes
Pressure:N/ Evaluation Reports
See INST 1602sign Pressure Ratings,any FL16026 R1 AE Eva[16026.2.odl use limitatioion instructions and Created by Independent Third Party:Yes
particulars.
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Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Ilcensed 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 emall 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:
99
M
tiCC'll rI lV?I F.T n!r'.M'
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtFPmdYiND... 8/12/2015
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Vairico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
ProductI I l
Ii :Ne
/ l
Product Sub Category Manufacturer Prod
Category
Soft-Lite LLC
Window Mullions 10250 Philipp Parkway 19044 Alu
Streetsboro,OH 44241
Phone 330.528.3400
Scope: This is a Product Evaluation report issued by R W Buil ing Consu tants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for Soft-Lite LLC based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval,
Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2.When used in the"HVHZ",this product(if mulled together with"HVHZ"impact rated windows),complies with Section 1609.1.2 of the
FBC and does not require an impact resistant covering.
3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official.
4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product
approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this
approval or the design pressure rating of the individual glazing products used.
5. Anchoring of each glazing product to the mullion shall be as shown in this drawing or as shown in each individual glazing product
approval,whichever is more stringent.
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
7. Any conditions not covered in this evaluation are subject to separate engineering evaluation.
8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of the FBC.
9. See drawing FL-16026.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Test Laboratory Signed&Sealed by
81382.01-501-18 TAS 201,202&203-94 Architectural Testing,Inc. Michael D.Stremmel,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-16026.2 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
Mullions(per FBC 1710.5.3) RW Building Consultants,Inc.(CA#9813) ; Lyndon F.Schmidt,P.E.
�gG
4. Ouality Assurance
Certificate of Participation issued by Farabaugh Engineering and Testing,
Inc.,certifying that Soft-Lite LLC is manufacturing productswithin a quality
assurance program that complies with ISO/IEC 17020 and Guide 53. t
v
o
Sa' 9
. ,r°Po.y Lyndon F.Schmidt,P.E.
FL PE No.43409
1/21/2015
Sheet 1 of 1
125'MAX.OVERALL FRAME WIDTH IN
Soft-Lite �67
I• m "
06 .SINGLE 67'MAX.SINGLE N. o Z`4!^�
UNR FRAME WIDTH UNIT FRAME WIDTH NIP. o
&]"'Windows
Rringiztg quality t0 1�g)1t, ���ii .......
•••• '���, »`n_�
10250 Philipp Parkway / / rrr1*111 �%` o n 0 z
Streetsboro.Ohio 44241 a n
gxZ*
Em Z. .0
NS .3 0
>� 2 �Z Rak
m
19044 ALUMINUM MULLION 0 w ' Z a O
2 v O
P Z IyW-
O W2
J
/// v
Z
[=:
OTESL I , 2 z J <6
t has been evaluated and is in compliance with the 5th Edition(2014)Florida � Li
e(FBC)structural requirements,including the"High Velocity Hurricane Zone" SASHNOTSHOWN
FOR CLARITY MULLED TWIN WINDOW UNITS SHOWNin the"HVHZ',tha product(if mutled together with HVHZ"impact rated w ndows),ith Section 1609.1.2 of the FBC and does not require an impact resistant covering. (Multiples also approved)
m
3. Wood bucks by others,must be anchored properly to transfer loads to the structure an e
reviewed by the Building Official. iivi9fv ' µ nESIG1fPeE3tttCvsr} # x
, ,�,, .r p $ x s FLAXtHGiE•UHnfRAME-wttSTtt--"' '4. Separate Product approvals for each glazing Product used with these mullions must be
r o
submitted along with this mullion product approval.The design pressure rating of the 6`� 38 NO";,y_ Mgk ,,=�52- 5{ 6 f Sgt 60s 62 N n
assembly shall be the lesser of the load capacity of the mullion as specified using thisg gpY� : 50 48 46 44 42 40 39 38 37 36 35 35 34 34 W Z
approval or the design pressure rating of the Individual glazing products used. _ it L
<. 52 50 48 46 44 42 41 40 39 38 37 36 36 35
g 5. Anchoring of each glaring product to the mullion shall be as shown in this drawing or as = ea t 55 53 50 48 46 45 43 42 41 40 39 38 37 37
shown in each individual glazing product approval,whichever is more stringent.
a�M 58 55 53 1 51 49 47 45 44 43 42 41 40 39 39 0
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco. 82 62 59 56 54 52 51 49 48 46 1 45 44 43 42 1 42
$¢ 65 62 59 57 55 m
7. Any conditions not covered in this evaluation are subject to separate engineering 54 52 1 51 49 48 47 46 46 1 45 a a
evaluation. yB = 69 66 63 61 59 57 55 1 54 52 51 50 50 49 48
74 rh 73 70 67 65 63 61 59 58 56 55 54 53 52 52 =
ti 8. Aluminum components,including fasteners,shall meet the requirements of Section 2003 of
Z o
the FBC.
7eK 75 75 71 69 67 65 63 1 62 60 59 58 57 56 56 WE:t0 16112 z°
75 75 75 74 72 70 68 66 65 63 62 62 61 b0 w"E N.T.S.
TABLE Of CONTENTS owc er: JK m'
g SHEET# DESCRIPTION gyp• 75 75 75 75 75 75 73 71 70 69 67 66 65W
f a+K BY: LFS 3
I Typical elevations,design pressures&general holes 75 75 75 75 75 75 75 74 74 73 72 71 muVANc NO,
= 2 Mullion details 8 cross sections 2
-x FL-16026.2
bb 75 75 75 75 75 75 75 75 75 75 75 75 75 75 0
=
SHEET__L OF_L
Shown with Soff-Lita \\\\\``
`\ •„ `
feed casement frame under C; % „
separate approval. #10 X 5/8 PPH SMS
R. m ,�
(4 each bracket)
rn
y0 •,S, 7 = Z o
Z o'o
0.125 'O a3 �i ;�•g\\� =on
6„ I a o 11lliilsf $�m z
'
0.722 �; E. i Z o
0.477Se u 9
6'w
0.125' a o d ut
1• D M
LL
CZ
E am
HORIZONTAL CROSS SEC17ON a ,�
o c7 MUWON19044 2 anc or clip
606&T5 ALUM. (4)Mullion Bracket anchors
required into substrate o
(See ANCHOR SCHEDULE)
F+—2.75'
5.5Refer to separate window approval for quantity,location
&sae of anchors required to fasten Window frame to mullion. J oy
At a minimum,use#10 PPH Seif-drilling SMS located 6"from ? m
2 NCANCHORBRACKEf iB10Y Zln
S ALUM each end and spaced 18 max.o.c. (a min.of 3 threads go
must protrude through the mullion face).
G �
� 0 0
lil1li11 0 tr
¢ a
a a
rn ��❑ ❑�� }
CO
9 Note:
(�
' WINDOW UNIT NOT
MULLION(19044) SHOWN FOR CLARITY v
a �
? >( N
f �1 HORIZONTAL CROSS SECTION c z
# 10 X 5/8"PPH SMS 2 throughmullion 2
® ANCHOR BRACKET(18102) L
6 o Of
G f 5 `-6`—'T ..a, �' Ift�t(OM AIJCNOkORAC1�T�ViCIrORJC.HEW!! " "} D_ i
#12 PFH WOOD SCREW ^<
1"WN. 1 1/2MP1. n
^ z
SUBSTRATE (4)Anchors required into substrate +k hE 114•DIA PFH ^z
K
® (See ANCHOR SCHEDULE) rONC11EfE frWelnLnIXTAPCON® 1-114 MW. 2-1l2MIN la/4 MIN Dare 10176112 z
Scut: N.T.S.
K3 ANCHOR BRACKET DETAIL
#10 X 5/8'PPH SMS 2 12SE -DR HIM KW KEW A M .MTHREAM DSD.BY: JK m
SELFDRIWNG SCREW s_PROIDUDE7HA. 7•MIN. 1-112 MIN. 3
g (2 EACH FACE) 0.— nesTe3w6smA,E cHx.er: LFS
5 BRACKET-TO-MULLION DETAIL WOOD FRAMING IS.G.>=055) DPAWNGNO.: ro
,r CONCRETE CONFORMNG TO ACI 301 13DW PSI MM.)OR HOLLOW BLOCK CONFORMING TO ASTM C90 FL-16026.2
0p SM CONFORMWG TO ASTM A653,16 GA..0.060"MIN.THICKNESS(Fy=33,000 PSI,Fu=45,000 PSI) n
SHEET 2 or 2
9
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j
7/5/2015 Florida Building Code Online
-
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-
,r
'Eodda ID tme -i BCIS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links I Search
Busines �(
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USER:ER:Pub Publlc User
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Product Aooroval Menu>Product or Application Search>Application Lis[>Application Detail
fa `�< FL# FL16177-RI
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
koss@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 Single Hung
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
V, Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-812B(SH-8100, IMP, NoSillAnch).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
https://floridabuilding.org/pr/pr_app_o.aspx?param=wGE\/XQwtDgvyf4ngAXhlOy8QtjDbm BIPjuPdYuGeM3yYul882p/`2bJrew`/o3d%3d 1/2
j.
7/5/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summit f of Products
FL# T Model,Number or Name Description
rcomplies
SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
f Use Installation Instructions
d for use in HVHZ:Yes FL16177 Rl II CWS-8128(SH-8100. IMP. NoSillAnch).Ddf
d for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Resistant:Yes Created by Independent Third Party: Yes
Pressure: +70/-70 Evaluation Reports
SH-8100 PVC Impact, no sill anchors required. Safety FL16177 RI AE DuPont PVB NOA 13-0129 27.odf
equired on outer lite above 30 ft. in HVHZ. Glass FL16177 R1 AE EvalReo CWS-8128(SH-8100. IMP.
to ASTM E1300-04. NoSillAnch).Ddf
FL16177 R1 AE Ouanex (Mikron) NOA 12-1017 02.Odf
Created by Independent Third Party: Yes
P3a[k Next
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
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails 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 dick here.
Product Approval Accepts:
® trtck M
sccuritesua rocs
u
i'
hftpsJ/fioridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh10y8QtjDbmBi PjuPdYuGeM3yYul882g/`2bJrew`/o3dg/o3d 2/2
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 812B
April 18,2015
Product Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8"x 613/4"unit size,
+/-70 PSF,no anchors in sill
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 61G20-3.005 (4). This product complies with the requirements of the 5`h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-812B,signed and sealed by Lucas A.Turner,P.E.
3) Test Report NCTL-210-3815-1A, -2,and-2A,by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201/202/203-
94,ASTM E 1886-02/04/05, 1996-02/04/06/09,and AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-812B.
Limitations of Use: This product:
• May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
• Is impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires 7/8"Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite(Tempered
required above 30 ft in HVHZ) —Air-5/16 Laminated(1/8Ann-.090PVB-1/8Ann) inboard lite
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5`h Ed. (2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have, nor do i'intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
t}i5��i��errtlE
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4/18/2015
Lucas A. Turner, P.E.
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GENERAL NOTES: 99mm
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTUREDTO 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
2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X".
78 MAX.UN T WIDTH SINGLE HUNG
4711/16'GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER N a
INFILTRATION TEST PRESSURE AND GLASS TABLES T
ASTM E-1300-04,
C) o
63" _ __ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
MAX. IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR (-
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
FLANGE ANCHOR CALCULATIONS.
U)
HEIGHT
O U Z
N
B I B 26,3/16' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE m o O
GLOSS NOT REQUIRED. o ai
N Ln
N 0 Z
7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT w ¢ O ¢
MAX." I I USED AT FIXED MEETING RAIL AND JAMB. o :3 a
UNIT LL
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. a o v
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: I 0
X=OPERABLE SASH,0=FIXED SASH
I 1 m Q Z
303116' I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
ASH `, GLASS LOCATION.
HEIGHTX DLO ``v Ply .....
11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4"FROM BOTH ENDS. ;GP.•��GE NSF..P'L'�
I C 3r.' No 58201 '11
I 1 *: * •*_
4-- -- - I 6 O. STATE OF
451/16 z�
GLASS DLO
48 318" 4/11/2015
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING DWG#: REV.:
SECTION VIEWS.................................3 RATING
EXTRUSIONS&B.O.M........................4 CWS-812 B
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 SHEET
1:15 1 OF6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
In N
O � ~
O � D
7/8"OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS n Q
w m m
1/8'ANNEALED OR TEMPERED 1/8"ANNEALED OR TEMPERED
U a Z
7/16"AIRSPACE 7/16"AIRSPACE LL b O
<
5/16'LAMINATED GLASS 5/16'LAMINATED GLASS N D
N w Z w
1/8'ANNEALED 1/8"ANNEALED w I9 it
a
F-
090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONTw LL ¢
1/8'ANNEALED 1/8'ANNEALEDO IL wU
DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL
4 PURFECT GLAZE'H"OR SIKAFLEX 552 x 47 PURFECT GLAZE'H'OR SIKAFLEX 552 m Q Z
14 1/2
GL SS BITE 14 1/2'GLASS BITE ``� PHOREK���G
,�OQ`?.��G E N SF• Pte%
ae ae No 58201
1 12Z-P STATE OF 4(,Z'
O 1< ' O R VD.."
ONAl-
FIXED LITE 4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
-# REV.:
REV.:
CWS-812 B
SCALE: SHEET
1:1 20F6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
45 3 3 1 38 13 3 3 4 45
8100 PVC
0 ® SINGLE HUNG
IMPACT
0
45
T N
a a a OD
W
O O �
14 ;
3 3 14 54 14 65 66 63 19 4 w m m
SECTION B-B U)
NO
5a NOTE:LEFT SIDE SHOWS FIXED SECTION VIEW, m S
RIGHT SIDE SHOWS SASH SECTION VIEW. e m
N Z w
W
a Cc EC
F-
14 39 w Z �
¢ O U
40O U w
8
8 W
72 ¢ C
1 3 INTERIOR m ¢ z
9
48 ,�.-.0't DREW�j�i�,i
6 8 �.OpC.-*�c E NSF G 'P„;"*-'
J: No 58201-417 '��
14 �� STATE OF 4L,
65
66
6 3
3 q 3 4/11/2015
18 s
LUCAS A.TURNER,P.E.
2 4 FL PE#58201
3 1239 JABARA AVE.
30 NORTH PORT,FL 34288
O
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
BAT 06/18/12
DWG#: REV.:
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-812 B
20,25-26,36-37,44,51-52,55-56,64,67-68 SCALE: SHEET
1.2 3OF6
PARTS LIST FRAME CORNER
ITEMI PART# IDESCRIPTION VENDOR MATERIAL 31/8' CONSTRUCTION
TJsy/p�/af/Q
1 H�031 Main Fr.,SH,w/Fig.,PVC,Head Mikron Vinyl ���'p�(1%�J
2 H-6031 Main Fr.,SH,w/Flg.,PVC,Sill Mikron Vinyl t 15116 WINDOW SYSTEMS
3 H-6031 Main Fr.,SH,w/Fig.,PVC,L Jb. Mikron Vinyl t 2 3/16 1900 SW 44TH AVE.
.,PVC,R.Jb. Mikron Vinyl 2 OCALA,FLORIDA 34474
4 H-6031 Main Fr.,SH,w/FI
9 y 3INC= 8 WWW.CWS.CC
6 S-1577 Impact Hook Keymark Alum 4 10
9 H-1497 Re nf.Sash M00 Sash Meet. eet•Rail KeymarkVC Mikron
kAlum 211/16'ftl:7 kk
1/16" 15/8" 1 518'
u v1s 8100 PVC
10 H-6028 Sash Bottom Rall,PVC Mikron Vinyl 1/16" CORNER WELD
Lr (ALL SIDES) SINGLE HUNG
12 H-6004 Sash Side/Top/Bot.Rail Mikron Vinyl 1:8
13 S-1498 Reinf.S.B.R./S.S.R PVC FRAME FLANGE-6031 PVC SASH BTM.RAIL-6028 PVC SASH TOP RAIL-6027 IMPACT
14 S-6064 Glz.Ed.,7/8" Mikron Vinyl
18 S-6013 Scrn.Adapt.,w/Nib,PVC,Horiz. Mikron Vinyl n a
19 S-6014 Scm.Adapt.,PVC,Vert. Mikron Vinyl 1 112" co °D w
20 S-6029 Sash Stop/Filler,PVC,Vert. Mikron Vinyl 3 0 0 0
23 H-1699 Reinforcement,SBR Keymark Alum 7/8' 1 316'
24 P-2190 Balance BSI 9/16 1 1 ~¢ }
25 P-3059 Sash Cam,PVC BSI Plastic lrl:
@w m m26 P-3046 Take Out Clip BSI SS ``mow 1 5/8' 2 1/8" 1/16" FIXED MEETING RAIL CA
1/16" SCREWED TOGETHER WITH v z
27 P-3783 Lock,Impact,PVC Interlock 1/16' OUTERFRAME °,�° o O
28 P-4069 Keeper,Impact,PVC Interlock Zamac 1:8 c V �n
REINF.,IMPACT HOOK-1112
30 P-3215 Weep Cover w/Flap Gaer Plastic N o z LULU
32 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab PVC SASH SIDE RAIL-6004 FIXED RAIL-1836 w ¢ O
37 P-4638 #8 x 2-1/2 PH Mod.Truss,Type A,TEK 2 Fastenal Steel o a
38 P,3768 #8 x 0.625 Ph PH SMS Hub City Steel1 5716' 9/16 w Z m
39 P-4051W#8 x 1.250 Ph FH TEK,Wht. Hub City Steel 1/2- 1 1/9 518' 1 1/8'1
o 0 W
40 P-4264W#8 x 3/4 FH PH w/#6 Head,TEK,Wht. Hub City Steel o 2 I Q- W m
44 P-3342 Seam Sealer,SM-5504 Schnee 7/8" 18 1 5/16• 19
45 P-3752 Cap Plug,1/2"Hole M&M Nylon L 1/16 045' 1/t 6' IL 00 ¢ z
47 P-3438 Sikaflex 552 or Pudect Glaze"H" Sika/Henkel 1116'
48 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. F.Lowe Rubber PVC SASH STOP-6025 PVC SCREEN CATCH-6013 PVC FIXED RAIL COVER-6063 PVC SCREEN SUPPORT-6014 %%%" yORE%,
51 P-3881 Temporary Lbl.(NFRC/DP)
52 P-3613 CWS Lbl.(logo) Pro Label 8/8• JG•' 2t�
53 Sash SEE SHEET 2 GLASS 314' ff3141/4- I� No59201 :-A
54 Fixed SEE SHEET2 GLASS 3/16"i 3 I1a56 P-3281 Spacer Duraseal 15I 1/1g• 1' 7/8- �'fl=62 P-3218 Screen Frame,Honz. Allmetal Alum 1/16 L(� L 12.3% STATE OF
63 P-3218 Screen Frame,Vert. Allmetal Alum REINF.S.B.RJS.S.R.-1498 REINF. BTM RAIL-1699 REINF.TOP RAIL-1497 PVC GLAZING BEAD-6064 i�FO R 1
64 P-3321 Screen
65 P,3581 Screen Clthe BComer x 16 F be
erglass Bet Allmetal
Fiberglass ',, ni�v���,``
66 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Vinyl �✓L
67 P-3029 Screen Pull Tab Summit Alum
68 P-3033 Screen Spring,SS Fl.Screen SS 4/11/2015
70 P-3113 Screw Support for PVC T.Plastics Nylon LUCAS A.TURNER,P.E.
71 H-1836 Alum.Fixed Rail Keymark Alum 0 3/16- FL 1239 PE#58201
AVE.
72 S-6063 Cover,Fixed Rail Mikron Vinyl O
73 S-1112 Reinforcement,Impact Hook Keymark Alum NORTH PORT,FL 34288
74 P-3541 #8 x 1/2",Pan Head,TEK Fastenal Steel PH.941-380-1574
1 5/16• 1/21SHEET DESCRIPTION:
LINE ITEMS NOT USED: 5' 3/16'-7
5,7,11,15-17,21-22,29,31,33-36,41-43,46,49-50,55,57-61,69 6 I� 3' -{ BOM AND EXTRUSIONS
i SCREW SUPPORT-3113 DRAWN BY: DATE:
IMPACT HOOK BAT 06/18/12
S-1577 DWG#: REV.:
CWS-812 B
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1.2 4OF6
6-MAX.(TYP.) 17'MAX.O.C.(lV .) WINDOW SYSTEMS
1900 SW 44TH AVE.
6-MAX.(TYP.) OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
I I SEE NOTE 2
101/2' 1 I 8100 PVC
MAX.D.C. SINGLE HUNG
(TYP.) IMPACT
�- O INSTALLATION
ANCHOR(TYP.)
I �2 a ..
I I o c2 FW-
o O
Y
MTG RAIL W m m
4-(TYP.) cn
I I
LL N O
O
Q N (n
Y O
101/ /\ ¢ w W
MAX.O.C.
W CC
(TYP.) o a
I I a
^ Z U
I 4 I oc07m
11 W
n cc
4-(TYP.) -- -- -- m Q Z
4-(TYP.) NO ANCHORS REQUIRED IN SILL
ANCHOR LAYOUT-(FLANGE) .`JGPc.\�C E rySF.Qti�
S N. No 58201 :11
NOTES: �g0 . STATE OF ;4t,�Lt
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. �'���c�`S, '.O R 1 O P, ��
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 �is�ONA�
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,SlillillE T 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.
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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.:
CWS-812 B
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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:15 5 OF 6
TYPICAL HEAD ANCHORAGE 2mmm
MIN.EMBEDMENT
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 1/4'MAX.SHIM SEE TABLE i
OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWW.CWS.CC
EE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST. 81 OO PVC
BY INSTALLER SEE TABLE 1
INSIDE AND OUT INSTALLATIONSINGLE HUNG
SEALANT BEHIND SEE TABLEANCHOR IMPACT
FLANGE BY INSTALLER 114'MAX.SHIM
N N
0 T w
Q
p
PERIMETER SEALANT y r
BYNSTALLER 2 Q
INSTALLATION ANCHOR INSIDE AND OUT w m m
SEE TABLE 1 SEALANT BEHIND cl)
FLANGE BY INSTALLER LL �" ZO
0
< N
/_B",/_B", (n HORIZONTAL SECTION o O1 7
CONTINUOUS DOUBLE LAN BEADS OF N W Z w
6 TYPICAL JAMB ANCHORAGE w
TREMGLAZE U7600 SEALANT AROUND w ¢ O �
PERIMETER AT ALL INDICATED POINTS a Z, P:
BETWEEN FRAME AND BUCK BY INSTALLER. w LL Q
I Z U
1/4'MAX SHIM o U
w
SEALANT BEHIND Z) ¢ O
FLANGE BY INSTALLER
m Q O
z
PERIMETER
BY INSIDE TANDEF
OUT�N7 S ETABLE
DMENT ,``%%'0DREtb�TG���,
JGp"..*\CENS".45Pt�
v: No 58201
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
/ SEE TABLE 1 = t =
! A� VERTICAL SECTION 5��. STATE OF :�ul�
6 TYPICAL SILL ANCHORAGE
O 4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENE LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE IN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
3
CONCRETE(2.0 KSI MIN.) 3/16"fTW TAPCON 1-1/2" 1.1/8" PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'ITW TAPCON 1" 2" INSIDE AND OUT HORIZONTAL SECTION PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16'ELCO ULTRACONE�� 1' 1" (a)6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-1/4" 2-112" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3116"ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-318" 7/8"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-318' 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR PW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 B
7116" -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 6OF6
r
7/4/2015 Florida Building Code Online
If
`€0:''Cjd`I} Brlf':lP.is„ BCIS Home Log In User Registration . Hot Topics Submit Surcharge i Stats&Facts Publications I FBC Staff ? BCIS Site Map Links Search
Busines
Professional + !; *'" USER: bl^Ppr°"a'
Reauiation
Product Approval Menu>Product or Application Search>Application List>A pi on Detail
FL# FL16736-RI
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 Horizontal Slider
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 FL16736 R1 COI EvalRep CWS-871B(HS-8200. 74x63. IMP).odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
httpsJ/floridabuilding.org/pr/pr_app_dM.aspx?param=wGEVXQwtDqu8obl%2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAp/o3d%3d 1/2
7/4/2015 Florida Building Code Online
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
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63", XO or OX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-871B(HS-8200. 7063. IMP).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74"x 63", DP +/- 60 psf. Outer lite in FL16736 RS AE DuPont PVB NOA 13-0129 27.Ddf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE EvaIReD CWS-8718(HS-8200. 74x63.
Glass complies to ASTM E1300-04. IMP). df
FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.Ddf
C 1Z V111.1 Idrid,P
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 RI II CWS-869B(HS-8200 111x63. IMP).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP +/-60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13-0129 27.1)df
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE DuPont SGP NOA 11-0624 02.Ddf
Glass complies to ASTM E1300-04. FL16736 RI AE EvaIReD CWS-869B(HS-8200. 111x63.
IMP). df
FL16736 RI AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
Etdext
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
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails 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 dick here.
Product Approval Accepts:
5l`CU rt1\'tt L7IU L'\"
hftps://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqu8oblg/`2fZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMAg/p3dg/gad 2/2
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 869B
April 18,2015
roduct Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact(HVHZ ,
XOX 111"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'Ave,Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 5`h
Edition(2014)Florida Building Code including the High Velocity Hurricane Zone. 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-86913, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-3, -3A,-4, and 4A, by National Certified Testing Laboratories,
Orlando,FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203
`94,ASTM E 1886 '02/04/05,ASTM E 1996 '04/06/09,and AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-86913, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-86913.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-869B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• In the operable sash,requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-
0129.271, and in the fixed glass requires Dupont SentryGlas Interlayer per Miami-Dade N.O.A.
11-0624.02'
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.02'
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5h Ed. (2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
���t�uurrrr r
ti` 4' � �G�71� . •'Q �i
v f No 58201
* *= 4/18/2015
Lucas A. Turner P.E.
:, STATE OF
oma
, . Al w= FL PE#58201
' c�' � O R�'D `����
GENERAL NOTES: 9obw
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
EDITION INCLUDING THE HIGH VELOCITY 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
2.GLAZING OPTIONS:(SEE SHEET 2) 8200 PVC
3.CONFIGURATIONS:'OX",'XO'. HORZ,SLIDER
1121/4'MAX.OVERALL FLANGE WIDTH 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
111"MAX UNIT WIDTH GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER �2 v
INFILTRATION TEST PRESSURE AND GLASS TABLES m
4111116' 24 5/8" ASTM E-1300-04. o o F-
GLASS DLO GLASS DLO o o O
5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED
A IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR
DETAILS. L DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
ANCHOR CALCULATIONS.
ONS. m
m Z
641/4. I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT LL O
MAX
I I i I REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT � ❑ Ln
OVERALL UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT N w Z >
FLANGE B B MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o w
HEIGHT FLYING DEBRIS. o o a
63' 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT a O O
MAX USED AT FIXED MEETING RAIL AND HEAD/SILL. ❑
GLASS
UNIT 56 1/4' w
� x � GLASS � I � Q U O
HEIGHT DLO D D GLASS
B DLO 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ z
g 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
59 9/1SAS6" I 6 X=OPERABLE SASH,O=FIXED SASH ,,,��'``P,tSDRE offs,
�1
HEIGHT I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR GPS•titG E N g�•Qy.,�'
I I I D LOCATION. `J; •F
C I 6 ?v: No 58201
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
-- - A- C - A - -- :ro:;
2715/16' S 0; STATE OF
MAX.SASH WIDTH 6 OR,bA
fdopis
zz
4/11/201
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
DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS...........1
GLAZING DETAILS.....................................2 TEF 10/11/13
SECTION VIEWS&GLAZING DETAILS....3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG 4: REV.:
EXTRUSIONS&B.O.M...............................4
ANCHOR SCHEDULE&NOTES. 111"x63" +/-60 PSF LARGE MISSILE IMPACT ALE: 9 e
INSTALLATION DETAILS...........................6 scLE: SHEET
1:20 1 OF 6
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8200 PVC
718'OVERALL HORZ.SLIDER
3116"ANNEALED OR TEMPERED 7/8'OVERALL IMPACT
1/4'AIRSPACE 118"ANNEALED OR TEMPERED �o c
7116"LAMI 3/8"AIRSPACE �o w
3/16"ANNEALED 5116'LAM[ o o O
.090 SENTRY GLASS TONOPLAST INTERLAYER 1/8"ANNEALED p w m}
¢
3116'ANNEALED .090 DUPONT PVB INTERLAYER U)
o Z
1/8"ANNEALED
9 PURFECT GLAZE"H" rn
SIKAFLEX 552 c ❑ >
N W Z w
9 PURFECT GLAZE'H" W w P
SIKAFLEX 552 r W
❑ ❑ O-
11 1 1/2'GLASS BITE
II ❑ w
30 JUI a
a O 11 1/2'GLASS SITE
❑ O01
p
30 Z
16 `�,pUnffff"
q'O P311DRE W Thai
oQ�(� ?41
v: No 58201 '��
�OO
it-
STATE
tSTAE OF .�GLASS TYPE B
SASH GLASS +++FS•<O R 1�P'�j�=`
+'+ifS"JilmONA Wt���,
GLASS TYPE A
FIXED GLASS Z�;_'
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
TEF 10/11/13
DWG/!: REV.:
CWS-869 B
SCALE: SHEET
1:1 2 OF 6
INTERIOR 2 5 3 24 (cogibmffl
WINDOW SYSTEMS
1 19 or 49 0 15 1 13 4 4 43 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
40 8200 PVC
Elf HORZ.SLIDER
IMPACT
0)w
0 o F
11 8 3 2 5 6 17 18 8 1 SECTION VIEW D-D 0 0 0
JAMB ROTARY LOCKS � w }
JAMB ROTARY LOCKS: w ¢ m
40 -MAY BE SUBSTITUTED FOR JAMB
U Z
SECTION VIEW B-B IMPACT LOCKS ON FLANGE UNITS. p
1 -REQUIRED ON FIN UNITS. v D T
45 N w Z W
43 a w F
0 0 a
w
46 O U
31-37 n IL w
18 rUl m 010,
_ 16 m Q 0
11 50 Z
14 HEAD IMPACT HOOK(TYP.) ••,%t-14DRE W�� �
MIDSPAN OF SASHES J••Pc.;•SCE Ng' GHQ'!
(ITEMS 44&46) V �- F'•.•�i
5 v t No 56201
INTERIOR
D: fiG
�0 STATE OF :�
JAMB IMPACT HOOKS(ITEM 42)
OR ROTARY LOCKS(ITEM 23)
14 LOCATED AT THIRD POINTS.
4/11/2015
X NOTES:
6 -EITHER IMPACT HOOKS OR ROTARY LOCKS LUCAS A.TURNER,P.E.
18 MUST BE USED IN BOTH JAMBS OF FLANGE UNITS. FL PE#58201
ONLY ROTARY LOCKS MUST BE USED IN BOTH 1239 JABARA AVE.
9 7 JAMBS OF FIN UNITS. NORTH PORT,FL 34288
7 PH.941-380-1574
I SHEET DESCRIPTION:
to
o p <= SECTION VIEWS
t
—— —— DRAWN BY: DATE:
TEF 10/11/13
SECTION VIEW A-A HEAD IMPACT HOOK AND
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS DWG M: REV.:
1:20 CWS-869 B
SECTION VIEW C-C SCALE:
ALTERNATE FIN FRAME SHEET
1:2 30F6
PARTS LIST 31/8" - CORNER CONSTRUCTION �t ( �
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/8' (l TIl7(C�17�//nT3fYf).�q)(q
1 H-6049 Main Frame,S VHS,Flange,PVC Mikron PVC 3118" WIV`N(DOOW(SYSTEMS
2 H-1681 Fixed Rail,Heavy Duty,Aluminum Keymark Alum 1 4 2 1900 SW 44TH AVE.
OCAL3 546077 Cover,HD WWW.Fixed Rail,PVC Mikron PVC 1116„ FLORIDA 34474
5 P-4638 #8 x 2 1/2"Ph Mod Truss Type A TE Ajax Steel 2 11116" 1/16" 3 9116' 1 718' 1/1g. WWW.
6 P-3342 Seam Sealer,SM-5504 Schnee Silicone p IL
CORNER WELD HIOO PVC7 S-1776 Roller Track Keymark Alum 1' 1/8' (ALLIDES)
8 S-6013 Screen Adapter,Jamb,PVC Mikron PVC HORZ. SLIDER
9 S-6014 Screen Adapter,Head&Sill,PVC Mikron PVC PVC FRAME FLANGE-6049L HD MTG RAIL-1681 IMPACT
10 P-4479 Weep Cover w/Flap M&M Nylon PVC FRAME FIN-6046
6
11 546064 Glazing Bead Mikron PVC n
2 3/16' 1 15/16' 1 3116'-{ 5
12 H-6050 Sash Meeting Rail,PVC Mikron PVC 7 IIS- I f--23/16" o o H
13 H-6051 Sash Pull Rail,PVC Mikron PVC 12 I I 14 3 0 0 0
14 H-6052 Sash Top/Bot.Rail,PVC Mikron PVC 13
1 5/8" 1 5/8' q 15/8" Q is Y W
15 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1/16' L� 1116' j q1/16' L 1/16" 2 w ¢ Co
16 H-1498 Reinforcement,Sash,Side Rail Keymark Alum .t— O Z
17 H-1699 Reinforcement,Sash Pull Rail Keymark Alum PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOPIBTM RAIL-6052 PVC HD MTG RAIL COVER-6077 m O
18 P-3429 Wst .,0.270 x.187 back FinSeal,G Ultrafab FIXED MEETING RAIL N
P 0 3116' SCREWED TOGETHER WITH (j)
19 P-3783 Lock,Impact,PVC Interlock OUTERBRAME 0 w
20 P-4051 #8 x 1 1/4"Ph Flat Tek,Wht. Fastenal Steel O a W a
21 P-4069 Keeper,Impact,PVC Intedockfig• w W �
22 P-3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel 3/4 o W
23 P4958 Rotary Lock Interlock f5/16' 46 1„ 1 1 o24 P4633 8-32 x 1!2"Barrel Fastener Intedock 1116' 15/16' 1116'718' m Q Z25 P4952 Keeper,Rotary Lack Inte lock L1116' SASH MTG.RAIL-1497 �—
--I SASH REINF.-169926 ttU r����lii
1 #81x 1 /2"Quad PH TEK 2 Zinc Fastenal Steel r,Tandem M&M Nylon PLAN VIEW-1999 310IMPACT HOOK-1999 3/16' 13/4' I 7116 � D,E JW
27 P-354TG�Q�i
' 1 114 �VPS•�� SF 2
28 GLASS SEE SHEET CARDINAL GLASS
29 Purfect Glaze"H"or Sikaflex 552 Henkel/Sika Silicone O o
16 7
1/16" *1 }
30 P-3028 Set.Blk.,85 Dur.,1/8"x 7/8"x 2"Lg. Frank Lowe Rubber 6' I1116' _ 'F
--�5/8'� S.B.R./S.S.R.-1498
31 P-3218 Screen Frame Allmetal RoIlFonn5/e ROLLER TRACK-1776 Q:, STAT E OF btu
32 P-4754 Screen Comer Key Allmetal Nylon L 111-6' 114' %���
33 P-4755 Screen Comer Ke w/Safet Tab Allmetal Nylon i,
Y Y Y PLAN VIEW-20D0 PANEL IMPACT CATCH-2000 11 �-•711"� 4 „ON({;
34 P-3029 Screen Pull tab Summit 718" I
35 P-3033 Screen Spring Fla.Spring SS 0 3116' �— 9/16
O PVC GLAZEBED- L
36 P-3228 Screen Spline Dapa 4/11/2015
37 P-4772 Screen Cloth,Fiberglass GLAZE BEAD-1112 LUCAS A.TURNER,P.E.
40 P-3113 Screw Support,PVC Team Plastics Rubber ^ �� 1/2' 1 118' FL PE#58201
41 P-3752 Cap Plug,1/2"Hole M&M Nylon �5/16 (��_�_�_ 3/8' 1 5/16' 1239 JABARA AVE.
JJ--� 48NORTH PORT,FL 34288
42 S-1577 Impact Hook,Frame,Jamb Keymark Alum L-1/16 PH.941-380-1574
718'43 5-1112 Reinforcement,Head,Jamb Keymark Alum i6" PVC SCREEN CATCH-6013 1/16' SHEET DESCRIPTION:
44 S-2000 Impact Channel,Sash Keymark Alum PLAN VIEW-1577PVC ANTI-LIFT-6005
ALUM SASH IMPACT HOOK-1577
45 P-3748 #6 X5/8 Ph FH TEK,Zinc,Painted Ajax Steel �[_111"' BOM AND EXTRUSIONS
46 S-1999 Impact Hook,Frame,Head Keymark Alum 3/16.I 1- 3.—�I �1/2' 5/16'
I 9 DRAWN BY: DATE:
47 H-6048 Main Frame,SH/HS,Fin,PVC Mikron PVC a0 1/16' TEF 10/11/13
48 S-6055 Roller Track,PVC,(Anti-lift) Mikron PVC T
SCREW SUPPORT-3113 PVC SCREEN SUPPORT-6014 DWG a: REV.:
49 P-5250 Lock,Impact,PVC,w/Flipper Interlock
CWS-869 B
50 P-4730 #8 x 1/2'Ph Mod Truss TEK Fastenal I Steel LINE ITEMS NOT USED: SCALE: SHEET
4,38-39 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
1:2 40F6
� WINDOW SYSTENS
3•('P,) 1900 SW 44TH AVE.
WWW. 34474
6-MAX.(TYP.) 3"(TYP.) I 16 1 4• SEE NOTE 2 4"M . P.)�{ --�{-8'MAX.O.C.(TYP.) W ALA,FLORIDAFL RI
MAX O.C.
6"MAX(TYP.) Icc
(Typ) I 4'MAX(IYP.
INSTALLATION 8200 PVC
ANCHOR(TYP.) HORZ.SLIDER
I
MAX O.C. I IMPACT
(TYP.)
17"
MAX.O.C.
EYP.) X O X X X o o
000
I li �
I W Q m
v Z
°LL° F-: O
N W Z 1
W
ANCHOR LAYOUT-(FIN) a °W p
ANCHORLAYOUT-(FLANGE) o W a
rmD_
Q i U
D IN
W
7 U.D.
m ¢ O
z
'%J21113611"
DREW�'f",
C E N
v. No 58201 `31
NOTES: 0 STATE OF :4<u
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. �.�5 41
O R O�
"',S/ONA a V'
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. z�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/11/2015
LUCAS A.TURNER,P.E.
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 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 6. 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 AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X 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:TEF 10/11/13
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 4: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS 869 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ��l
SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 5 OF 6
MIN.EMBEDMENT (/ )•J7J(tV //n)Xyn•
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE `!(y(fp�7C4lIULlLI(I
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.
SEE TABLE 1 OCALA,FLORIDA 34474
FFLANGEBY
YOTHERS 114"MAX.SHIM WWW.CWS.CC
:�]E DIST.
ALL
MIN.EMBEDMENT SEE TABLE 1
EALANT SEE TABLE 1
8200 PVC
T SEETABLENSTALLER I1 ANCHOR HORZ.SLIDER
IND SEE TABLEDMENT IMPACT
TLLER 114•MAX SHIM
O N �
PERIMETER SEALANTPERIMETER SEALANT BY NSTALLER o o
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT INSTALLATION ANCHOR. �'d 0 }
INSTALLATION ANCHOR SEALANT BEHIND L7 SEE TABLE 1 w Q m
FLANGE BY INSTALLER SEALANT FIN BY INSTALLER ER U Z
SEE TABLE 1
HORIZONTAL SECTION / C� HORIZONTAL SECTION °LL° ~ O
6 TYPICAL JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE p m p
HEAD AND SILL SIMILAR FOR FIN INSTALLATION w Z w
W w O 0
0. a
W
� ❑ U
114'MAX.SHIM p U
a w
SEALANT BEHIND L) 0
FLANGE BY INSTALLER O
m Q Z
NSRIMETER I ETND OUT�NT S E TABLEDMENT ♦♦��♦�`PrypRE W'T4,��'
`♦JOp` GE NSF
SUBSTRATE BY OTHERS =v No 58201
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1 �'b•; a G
A VERTICALSECTION �TI; STATE OF 147+
6 TYPICAL SILL ANCHORAGE ♦CC' O R�
TABLE 1:APPROVED INSTALLATION FASTENERS 4/11/2
015
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16'FIW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116'ELCO ULTRACON V, 1" 1" INSIDE AND OUT PH.941-380-1574
/—D'\ HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16'ELCO ULTRACON 1-1/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16'FFW TAPCON 1-318. 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
OR ELCO ULTRACON INSTALLATION DETAILS
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,
UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
FLANGE 16 GAUGE(0.060')MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ffW FULL THREAD 7/16, TEF 10/11/13
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG A: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING I FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 1!8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 7116' PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS CWS-869 B
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1.2 6OF6
7/4/2015 Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List> i etail
L2 r===J FL# FL16736-R1
( 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 Horizontal Slider
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 FL16736 RI COI EvalReo CWS-871B(HS-8200. 74x63. IMP).pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA/TAS 201/202/203 1994
Equivalence of Product Standards
https://floridabuilding.org/pr/P_app ofl.aspx?param=wGEVXQwtDqu8oblp/p2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA`/pad%3d 1/2
7/4/2016 Florida Building Code Online
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
ffGlass
r of Products
Model,Number or Name Description
HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74"x 63",XO or OX.
of Use Installation Instructions
ved for use in HVHZ:Yes FL16736 R1 II CWS-8718(HS-8200. 74x63. IMP).Ddf
ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
t Resistant:Yes Created by Independent Third Party: Yes
Pressure: +60/-60 Evaluation Reports
Large Missile,74"x 63", DP+/-60 psf. Outer lite in FL16736 R1 AE DuPont PVB NOA 13=0129 27.Ddf
st be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE EvaIReD CWS-871B(HS-8200. 74x63.
omplies to ASTM E1300-04. IMP). df
FL16736 RI AE Quanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111"x 63",XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16736 R1 II CWS-869B (HS-8200 111x63. IMP).odf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111"x 63", DP +/-60 psf. Outer lite in FL16736 RI AE DuPont PVB NOA 13-0129 27.odf
I.G. must be safety glazed when used above 30 ft. in HVHZ. FL16736 RI AE DuPont SGP NOA 11-0624 02.odf
Glass complies to ASTM E1300-04. FL16736 RI AE EvaIReD CWS-869B(HS-8200. 111x63.
IMP)j)df
FL16736 R1 AE Ouanex (Mikron) NOA 12-1017 02.Ddf
Created by Independent Third Party: Yes
E3act idext
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
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 emalls 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 dick here.
Product Approval Accepts:
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hftps://floridabuilding.org/pr/pr_app dd.aspx?param=wGEVXQwtDqu8oblp/o2flZm6TgPohLz6ontOaKpvglON3eNaBBBv3yAgMA%3d%3d 2/2
r
URNER 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. 429779
Evaluation Report 871B
April 18,2015
Product Description: Series 8200 PVC Horizontal Slider Window,Large Missile Impact(HVJH
or OX 74"x63"unit size with design pressures of+/-60 psf(Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`''Ave,Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requiremenProduct Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirementEdition(2014)Florida Building Code including the High Velocity Hurricane Zone. The produ
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-871 B, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3887-1,-IA,-2, and-2A,by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara,with testing performed: TAS 201,202,203
`94,ASTM E 1886 `02/04/05,ASTM E 1996 `04/06/09,and AAMA/WDMA/CSA
101/i.S.2/A440 `08
4) Supplemental Calculations to support CWS-871B, signed and sealed by Lucas A.Turner,P.E.
Installation: Units must be installed according to approval document CWS-87113.
Limitations of Use: This product:
• May be used up to the sizes and daylight openings indicated in CWS-871B
• Achieves design pressures of+/-60 psf
• Is Large Missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont Butacite PVB Interlayer per Miami-Dade N.O.A. 13-0129.271
• Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade N.O.A. 12-1017.021
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5h Ed. (2014)Florida Building Code for use in this
product.
Certification of Independence: I do not have,nor do I intend to acquire, nor will I acquire,a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire,a financial interest
in any other entity involved in the testing or approval process of this product.
�Nuifirrrgrr
�.. ;4OREV-/ rr,,
NO 8201
po; srArsF :,L� 4/18/2015
, ':C OR t G Lucas A. Turner, P.E.
''�i�s;p�p S%%-.*� FL PE#58201
GENERAL NOTES: umno
HORIZONTAL SLIDER - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
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
75 1/4"MAX.OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2)
8200 PVC
3.CONFIGURATIONS:"OX',"XO".
74"MAX UNIT WIDTH
4.DESIGN PRESSURE RATING: IMPACT
33"GLASS DLO HORZ.SLIDER
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER n v
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. o H
0 0 0
I I I 5.ANCHORAGE:THE 33 113%STRESS INCREASE HAS NOT BEEN USED
641/4' I I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR Y w
MAX DETAILS. W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w ¢ m
FLANGE BI B ANCHOR CALCULATIONS. O Z
HEIGHT
6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m O
uJ
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT o o c/)
I I UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT Wz w
63' I i I MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND w o 0 w
MAX. FLYING DEBRIS. a WWUNIT D~
0
HEIGHT O X 59 9/16' 7,ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT < z U
SASH USED AT FIXED MEETING RAIL AND HEAD/SILL. a = w
HEIGHT I O
i 8.SERIES/MODEL DESIGNATION HS-8200. m ¢ C
z
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
GLA
LE SASH,0=FIXED SASH
DLO
SS6. I C
10. ECTIORN CAL OU S APPLY TO ALL ELEVATIONS IN A SIMILAR %py,P'NOE NS,TG,)j�i
5 LOCATION. "j
I I D ti I No 598201
I I 5 11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
C X90% STATE OF
C rW
'GLASS DLO ,MAX.SASH WIDTH Z�
4/11/2015
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-360-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
DRAWN BY: DATE:
ADE 10/10/13
GENERAL NOTESVIEWS
GLAZING
ONS DETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG It: REV:
SECTION VIEWS&GLAZING DETAILS....2
EXTRUSIONS BB.O.M...............................3 74"x 63" +/-60 PSF LARGE MISSILE IMPACT CWS-871 B
ANCHOR SCHEDULE&NOTES................4 SCALE:
INSTALLATION DETAILS...........................5 SHEET
1:15 1 OF 5
a QMMEMTSM
7 8 7 30 2
INTERIOR 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 17 18 1 1 3 6 WWW.CWS.CC
Aff 97-w 8200 PVC
HORZ.SLIDER
IMPACT
4,41
O NOO O
40 3 1 9 39 O }
W Q o0
SECTION B-B
U Z
8 11 NOTE:FIXED LITE AT HEAD m O
AND SILL IS SIMILAR. o cl)
C= 31 N W Z w
w O of
W
19 a0 ❑ D
w
�- O U
38 35w
N
W
1 1 a. U
36 3 co Q O
19 Z
41 4 HEAD IMPACT HOOK(TYP.) 141DRE4y'��4+�
q MIDSPAN OF SASH P'G E N'•T�/ +++
(ITEMS 35&36) "0 .", S1-1
7/8"OVERALL J.
Sv: No 58291 :-
1/8"ANNEALED or TEMPERED
INTERIOR I E7116"AIRSPACE
5/16"LAMI 0; STATE OF :4u=
I I %.n• Al' 'I,:_-
1/8'ANNEALED �i+�'S+
SWEEP LOCK(TYP.) +�iy10NA",
43 TOO YENGAGED
NHURCANE FORCE WINDS. .930 DUPONT PVB INTERLAYER 7
LOCATED AT THIRD POINTS 1/8"ANNEALED xL
4 I �/ I (ITEM 27) 4/11/2015
19 3
qg PURFECT GLAZE-H'
13 n SIKAFLEX 552 LUCAS A.TURNER,P.E.
2 LU' FL PE#58201
1
� 41 1, 1239 JABARA AVE.
6 5 NORTH PORT,FL 34288
PH.941-380-1574
16 SHEET DESCRIPTION:
5 I 112"GLASS BITE
p p 3 SECTION VIEWS AND
__ O GLAZING DETAIL
a
DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND
JAMB SWEEP LOCK LOCATIONS ADE 10/10/13
1:20 DWG ft: REV.:
SECTION C-C GLASS TYPE A CWS-871 B
ALTERNATE FIN FRAME 1:1 scALE:
SHEET
1:2 2 OF 5
r
PARTS LIST 31/8" CORNER CONSTRUCTION �q
ITEM I PART# IDESCRIPTION VENDOR MATERIAL 3118" �C��1lIl
1 H-1497 Reinf.Sash Meet.Rail Keymark Alum 1 112' WINDOW SYSTEMS
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum e 5 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum OCALA,FLORIDA 34474
4 H5 1/16'
1116'052 Sash Top/Bot.Rail Mikron PVC 211/16• 39/16' 2118' 1116 W W W.CWS.CC
'
0
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC CORNER WELD
6 H-6050 Sash Meet.Rail,PVC Mikron PVC (ALL SIDES) 8200 PVC
7 H-6051 Sash Side Rail,PVC Mikron PVC Lr ri
1:8 HORZ.SLIDER
8 H-6049 Main Fr.,SH,w/Fig.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P-3029 Screen Pull Tab Summit PVC FRAME FIN-6048
15
10 P-3033 Screen Spring,SS Hurley 1 15/16• 1 3116' 6
X23/16" 9/16'
11 P-3113 Screw Support,PVC Team Plastic Rubber r 6 � � N F
--M:
12 P-3218 Screen Frame Allmelal RoIlForrn IT 7 4 40 R 0 0
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8• 1 5118' Q 1 5I/8' 1 5/16" Y w
14 P-4754 Screen Frame Comer Key Allmelal Nylon 1116" L q 1116' L q 1/16• 1/16' FIXED MEETING RAIL w ¢ m
15 P-3342 Seam Sealer,SM-5504 Schnee Silicone JLC LL SCREWED TOGETHER WITH
OUTERFRAME
16 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 LL F O
17 P-3429 W stp.,0.270 x.187 back FinSeal,Gr Ultrafab o U)
18 P-3539 #8 x 314"Square TEK 2 Zinc Fastenal Steel 516 3!4'�-- -{ LD of
o' w
19 P-4730 #8 x 1/2"Truss PH TEK 2 Znc Fastenal Steel O 3/16' }_}/�I (L a
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1• 15116" I -J 1/16' w �
P-3783 or O L 1116' -i—lam' o
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 j U W
22 P-4779 Roller,Tandem M&M Nylon I 6' I 1 5116'
23 P-4051 #8 x 1 114 Ph FH TEK,Wht. Fastenal Steel 35 7/16' 1 114" Co Q Z
24 P4069 Keeper,Impact,PVC Interlock 3/4'
25 P�479 Weep Cover w/Flap M&M Nylon 7/f. 1/16' 3/16 1/16* :`4`,`y`P��ENw'T�,����
26 P-4638 #8 x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1999 HEAD IMPACT HOOK-1999 T 1/16' J+;IQ V S4
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 No 58201 %-A
27 P-4958 Rotary Lock Sullivan Zinc
28 P-4952 Keeper,Rotary Lock Sullivan Zinc p 3/16'
29 P-4959 Wstp.,0.420 x.187 back FinSeal,G Ultrafab O 114 j�7/8'y %9'; STATE of r krZ
30 P-4633 Barrel Fastener Fastenal Steel I 6" I 7/8' 41 9116 I I 31
32 S-1498 Reinf31 S-1112 oS.B.R./S.S.Rtl Keymark Alum mark Alum TSB'~36 L L 1/16 ,�''SSIONAI-�����,
Keymark 5/8' PVC GLAZEBEAD-6064 GLAZE BEAD-1112
34 S-1776 Roller Track Keymark Alum 1— 1/16• y�
35 S-1999 Frame Hook,Head,Impact Keymark Alum PLAN VIEW-2000 PANEL IMPACT CATCH-2000 1/2" 1 116"-I 3/8' 15116 4/11/2015
36 S-2000 Panel Catch,Head,Impact Keymark Alum I 3 LUCAS A.TURNER,P.E.
37 S-6005 Anti Lift Mikron PVC 3116' ®
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC
3'—� I--t-112' 1116• 1/16' FL PE#58201
y PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 1239 JABARA AVE.
39 S-6014 Scm.Adapt.,PVC Mikron PVC T SCREW SUPPORT-3113 NORTH PORT, 34288
40 S-6063 Fixed Rail Cover Mikron PVC I- PH.94 11 574
41 S-6064 Glazing Bead Mikron PVC 5116' 11 SHEET DESCRIPTION:
-
42 GLASS SEE SHEET 2 CARDINAL GLASS 39 BOM AND EXTRUSIONS
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 1/16
PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
ADE 10/10/13
DWG#: REV.:
CWS-871 B
LINE ITEMS NOT USED: NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
33
1:2 3 OF 5
i
WIN EP95
1To) 1900 SW 44TH AVE.
�.{ 3"(TYP.) OCALA,FLORIDA 34474
6I SEE NOTE 2 4"MAX. 8'MAX.O.C.(TYP.) E NOTE 2 www.cws.cc
6 (TYP.) 3'(TYPO 4'MAX(TYP.) �
-- -- --
INSTALLATION 8200 PVC
I ANCHOR(TYP.) I I INSTALLATION HORZ.SLIDER
8" I ANCHORUYP.) IMPACT
MAX O.C.
(TYPJI IO I X I I O X I Y W
W Q m
W
U Z
I m � o
I I I I I I o o LJ)
I I I I I I Z W
W W O �-
a n.
Lu
O -
U
6 Z U)
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT
m Q Z
No 58201
STATE OF
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ++++,S;ONA,
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. X Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 5. 4/11/2015
LUCAS A.TURNER,P.E.
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 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 5. PH.941-380-1574
SHEET DESCRIPTION:
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCTAND 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 10/10/13
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:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-871 B
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/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 4 OF 5
a
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
ffl
MIN.EDGE DIST. 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1800 SW 44TH AVE.
SEE TABLE 1 SEE TABLE 1 BY OTHERS
SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS 1/4°MAX SHIM WWW.CWS.CC
SEE TABLE 1 MIN.EDGE DIST.
MIN.EMBEJ
EMBE
PERIMETER SEALANT
S E TABLEDMENT SEE TABLE 1 8200 PVC
BYNSTALLER INSTALLATION ANCHOR
INSIDE AND OUT SEE TABLE 1 MIN.EMB I HORZ.SLIDER
SEALANT BEHIND SEE TABLEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
a
PERIMETER SEALANT o N H
PERIMETER SEALANT BY INSTALLER o o
BY NSTALLER
IN AND OUT
INSIDE AND OUT INSTALLATION ANCHOR 0 y
SEALANT BEHIND SEE TABLE 1 w Q m
INSTALLATION ANCHOR FLANGE BY INSTALLER SEALANT BEHIND (A
SEE TABLE 1 /� FIN BY INSTALLER v zEDO
B HORIZONTAL SECTION / G \ HORIZONTAL SECTION m N
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE S Cl
HEAD AND SILL SIMILAR FOR FIN INSTALLATION � Z
W
UJ
o O
a n.
0
w
O U
114°MAX.SHIMa W
SEALANT BEHIND ..
FLANGE BY INSTALLER O
DO ¢ O
z
PERIMETER SEALANT MIN.EMBEDMENT �IADRE V/
BY INSTALLER SEE TABLE 1 `.A`y P , TG'��,
INSIDE AND OUT ..........G E N S�••'P,L i
v:• No 582711
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST. -p: :Q C
\
SEE TABLE 1 '9�. STATE OF NZZ
�A \ VERTICAL SECTION '00•.,,� P,=
5 TYPICAL SILL ANCHORAGE ''� ' R.�v'
/ONA'�ti�.•``
O
4/11/2015
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FL PE#58201
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT 1239 JABARA AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON V 1" INSIDE AND OUT D HORIZONTAL SECTION PH.941-380-1574
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4' 2-112" 5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1-318" 718" INSTALLATION DETAILS
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 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 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 10/10113
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7116"
-MIN.1/4'FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG p: REV:
FLANGE 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
118"STEEL 33 KSI MIN. DRILLING SCREW THRU 0.125" 7/16 CWS-871 B
( ) PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE: SHEET
F2XMIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 112" SHOWN FOR FLANGE WINDOWS.
IN
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