HomeMy WebLinkAboutProduct Approval Opening I Size
(WxH)
I. FL15210.2 55.x81
(Entry Door)
Z. FL1'5699.1 52 x49
(Single Hung) Eris(
3.-FL15699.1 52 x49 R �+ ��lIII/rrr���� If s M Q
.(Single Hung)
4 FL15699.1 36 x37 O
y� ry
y
(Single Hung) FEB 0 5 2016 E
5. FL15699.136--z 37 W Cl
(Single Hung)6. FL15699.1 51 x37 64 10 PER:vllT_ITIG Q
(Single-Hung) N
50 St. Lucie County, FL �•d o
Hun
7 FU 5699.1 35 x24
(Single'-Hung) �
8 FL15,699.1 35 x,24 9 Bed 2 E
(Single Hung) 0 �
9. FL15699.1 51 x37 CA1 0 =3
(Single Hung) 11 12 ► U
10. FL15699.1 72 x37
(Single Hung) 8 Bath 2 !!' 4 C3 G
11. FL15699.135 x 38 O
(Single Hung) _] Co
12. FL15699.1 35 x49 Kitchen
(Single Hung) °
13. FL15699.1 51 x37 7 Bath 1 2
(Single Hung)
Entry
1 - D
6 Bed 1 Living Garage m �L T1_ .
50 5 4 3 2 13 4) W m
42 120 = co U_
Z fY U
62 0 L
r QL
a O
('j' Lo
. .. COPYPIGMi ETEYvf3T.COY
SCALE•
q. NOT TO SCALE
DATE:
Jan 22,2016
PAGE DESCRIPTION:
u` Site Plan
PAGE: OF
1
PARADISE EXTERI[ORS
"Building Our Quality Reputation
One Customer At A Time
SCC131150472
Property Information Building Information
Owner: Percy N Hazel Wind Zone: 170 MPH.
Address: 6501 PASO ROBLES BLVD Exposure Category: C
Fort Pierce,FL 34951 Minimum Building Dimension: 29 ft.
Mean Roof Height: 12 ft.
Risk Category: II
Design Pressure Calculations
Opening Location Device JFDevice Device Max Positive Max Negative
Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf)
1 Int 55 81 7 35.0 -38.2
-- - ---......- —.__....................... - ........_.-......
-
2 Int 52 49 7 36.4 -39.6
-- _...................._..-- -----............................------- .._..-........-.-. --- -- ....-.......... — -.-.............. --...................
.-.-.. --
3 Int 52 49 7 36.4 -39.6
--........---- -- --------- _._._ ._..._._ _..
4 Int 36 37 7 37.8 -41.0
- _.._..-------------_. ---- --- - - -- --__ ... .......... .... .._.......
_.. _...-- ---
5 Int 36 37 7 37.8 -41.0
--_...............----- _.._. . ---- -- ............ ... .......-... .......................... .....__._ -----
6 Int 51 37 7 37.1 40.3
....... - -- _.............. - -- ....... . . ..--.__ ........ ----
7 Int 35 24 7 37.8 -41.0
- ......... -.---- - - ------- ..
8 Int 35 24 7 37.8 -41.0
9 Int 51 37 7 _ 37.1 -40.3
10 Int 72 37 7 36.3 -39.5
--- -- --.....-.............-.. -- _.. ...-.........._-.....- ------.....__ .-............
11 Int 35 38 7 37.8 -41.0
.............. -._ ....................---- -..---.- - ---- -
12 Int 35 49 7 37.4 -40.6
- ...__....... ............ ._ .........._.__-- -.......... .....- -- ......................................... -- ---
13 Int 51 37 7 37.1 -40.3
Prepared in accordance with:ASCE 7-10,Chapter 30. WindLoads-Components and Cladding.5th Edition(20/4)Florida Building Code.
Page 1 of 1
A FLOOR PLAN WITH OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET
Definition of Comer Zone-10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft.
OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE
GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW
LOCATION Corner Zone WINDOW TYPE ACCEPTANCE TESTED OPENING MULLION SHUTTERS
NUMBER or Interior OR DOOR NUMBER (+)PSF (-)PSF (+)PSF (-)PSF DIMENSIONS REQ Y/N
SIZE
REQ Y/N/NA
1 Int Door Solid FL15210.1 75 75 35.0 -38.2 1 76.5X8' 55x81 No No
2 Int Window 5/16°Lam' FL15699.1 70 70 36.4 -39.6 5306 52x49 YES No
3 Int Window 5/16"Lami FL15699.1 70 70 36.4 -39.6 5306 52x49 YES No
4 Int Window 5/16"Lami FL15699.1 70 70 37.8 -41.0 5306 3607 YES No
5 Int Window 5/16"Lami FL15699.1 70 70 37.8 -41.0 5306 36x37 YES No
6 Int Window 5/16"Lami FL15699.1 70 70 37.1 -40.3 5306 5107 No No
7 Int Window 5/16"Lam' FL15699.1 70 70 37.8 -41.0 5306 35x24 No No
8 Int Window 5/16°Lam, FL15699.1 70 70 37.8 -41.0 5306 35x24 No No
9 Int Window 5/16"Lam' FL15699.1 70 70 37.1 -40.3 5306 51x37 No No
10 Int Window 5/16°Lam' FL15699.1 70 70 36.3 -39.5 5306 7207 No No
11 Int Window 5/16"Lami FL15699.1 70 70 37.8 -41.0 5306 3508 No No
12 Int Window 5/16"Lami FL15699.1 70 70 37.4 -40.6 5306 35x49 No No
13 Int Window 5/16"Lami FL15699.1 70 70 37.1 -40.3 5306 5107 No No
y l
7/4/2015 Florida Building Code Online
FN
agvih �
7Pa -
if
'�",'`�J...t�"���I r4*.".,�.��''�__g:.",."'�.�? at;6 �.✓' y'�" .,..�..,a,�,w.,4...n. Y�+. � , zr ,o. � r
rIORpdr .P^i SCIS Home j Log In User Registration Hot Topics j Submit Surcharge Stats&Facts Publications FBC Staff i BCIS Site Map Links ; *Search
Business
�'
Product Approval
Professi 216"nUSER:Public User
Regulation �f'� �
[IfM!!'�t�illi fl,� Product Approval Menu>Product or ADDlication Search>Aoolication List>Application Detail � fl LE}t r rr�: �
Aj
FL# FL15210-RS
Application Type Revision FEB 0 5 2016
Code Version 2014
Application Status Approved PERMITTING
St. Lucie County, FL
Comments
Archived
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgcon ts.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 9004
(440) 969-9773 Ext 18
scottjohnson@plastproinc.com
Quality Assurance Representative Ron O'Connell C0j I Py
Address/Phone/Email 5200 W Century Blvd.
Los Angeles, CA 90045
(440) 969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
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 Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 1998
ASTM D638 2003
ASTM E1300 2004
ASTM E84 2005
ASTM G26 1995
httpsJ/floridabuilding.org/pr/pr app otl.aspx?param=wGEVXQwtDgv3yWKJZ1QRCFPqu8gbCgpD/p2bzCgAjPwi2OvD2TkD/p2fnQBUwp/o3dp/D3d 1/4
9 ,
7/4/2015 Florida Building Code Online
G 155 2005
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15210 R5 Equiv Equivalency Of Standards.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/24/2015
Date Validated 04/26/2015
Date Pending FBC Approval 04/29/2015
Date Approved 06/23/2015
Summary of Products_
FL# Model,Number or Name Description
15210.1 a. Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door-
Grain/Rustic/Mahogany Series O Inswing/Outswing(X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.1.odf
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 15210.1 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.1.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
Parti I
15210.2 b. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.2.odf
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 15210.2 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.2.odf
additional use limitations, installation Instructions and product Created by Independent Third Party: Yes
articulars.
15210.3 c. Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.3.odf
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 15210.3 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.3.gdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.4 d. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door-
Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.4.odf
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 15210.4 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.4.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.5 e. Smooth/Wood Grain/White Wood 68"Impact"Glazed Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing(OX or XO; OXO-
Fiberglass Door Configurations)
httpsY/fforidabuilding.org/pr/pr app U.aspx?param=wGEVXQwtDgv3yWKJZlQRCFPquBgbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 2/4
r ,
7/4/2015 Florida Building Code Online
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.5.odf
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 15210.5 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.5.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.6 f. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX; OXXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.6.odf
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 15210.6 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.6.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.7 g. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door-Outswing(X-
Grain/Rustic/Mahogany Series O Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.7.odf
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 15210.7 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.7.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
-.... -....................-....— --- -..-...............-_ ._...................... ---..
15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.8.odf
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 15210.8 for Design Pressure Ratings, any FL1S210 R5 AE Eval 15210.8.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.9.odf
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 15210.9 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.9.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.10 j. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door-Outswing (X-
Grain/Rustic/Mahogany Series O Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.10.odf
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 15210.10 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.10.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.11 k. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or
Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.11.odf
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
httpsJ/floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgv3yWKJZlQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 314
� J
7/4/2015 Florida Building Code Online
Other:See INST 15210.11 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.11.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.12 I. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with or without
Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.12.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 15210.12 for Design Pressure Ratings, any FL15210 R5 AE Eva] 15210.12.1)df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.13 m. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Surface
Grain/Rustic/Mahogany Series O Bolts-Outswing (X-Configuration)
Fiberglass Door
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.13.odf
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 15210.13 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.13.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.14 n. Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Double Door with Surface
Grain/Rustic/Mahogany Series O Bolts on Active Door panel - Outswing (XX-Configuration)
Fiberglass Door
Limits of Use Installation Instructions —
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.14.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 15210.14 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.14.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed Fiberglass Single Door utilizing the
Grain/Rustic/Mahogany Series O WINDSERT'" an operational window insert-Outswing(X-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.15.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 15210.15 for Design Pressure Ratings, any FL15210 R5 AE Eval 15210.15.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
0 0
Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement
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:
i ® eCI__ M
Smit[tty,AstiI ltws-
y.
t
httpsllfloridabuilding.org/pr/pr_appdU.aspx?param=wGEVXQwtDgv3yWKJZIQRCFPqu8gbCgp%2bzCgAjPwi2OvD2Tk%2fmQBUw%3d%3d 4/4
r �
R W R W Build-ink Consultants, Inc.
Consulting and-Cngincering Services for ilia Building hrduslry
P.O.Box 330 Valrico,FL 33595 llhancS 13.659.9197
Florida nnard orProressioaal Engineers Calmeate orAurhorizaiion Na 9813
Product r Reporr Reportr 1
Date., ALWI.
Product Sub Category Manufacturer Product Nam
Catecory
Plastpro,Inc, Smooth I Wood Grain/White Wood Grain
Exterior Swinging
Exterior Door 5200 W.Century Blvd. Rustic/Nlahvgahy
Doors Assemblies Los Angeles,CA 90045 Series d Fiberglass Door
Phone 440.969.9773 Inswin lOutswing-"Impact"
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc., based on Rule Chapter No.61 G20-3,Method ID 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 structural requirements
including the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment"to base material shall be beyond wall dressing
or stucco.
3.When used=in the"HVH2:"this product complies with section 1626`of the Florida Building Code and does not require an impact
resistant covering.
4.When used in areas.outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609,12 of the
FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in
ASTM E 1996 and Section 1609.1.22 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-15210,2 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations,meetwater infiltration requirements for"HVHZ'. All other configurations do not meet the water infiltration
requirements for the"HVHZ'and must be installed only in non-habitable areas or at habitable locations protected by-an overhang or
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
S e ra in FL-15 10-.2 for size and design pressure limitations.
Support ng oc m n
1, Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390365 TAS 201-94.202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P,E.
ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-90 8 2643-99 ETC Laboratories Joseph L.Doldan,P.E.
ASTM G 26.95
ETC-06-255-17412,0 ASTM E 84-05 ETC Laboratories Joseph L Doldan,P.E.
ETC-07-209-19303.0 ASTM D 635-98,638-03,19929-96&2843-99 ETC Laboratories [ten Meunier
2. Miami-Dade NOA Materials
14-0423.16 Saftex PVB Interlayer(Eastman Chemical Company)
13-0114.05 Royal Mouldings(Ext.PVC)
3. Drawinq No. Prepared by Signed&Seated by
No.FL-15210.2 RW Building Consuitantsi hic..(CA#9813) Lyndon'F,Schmidt,P.E.
4. Calculations Prepared by Signed 8r S2aled by
Anchoring RW Building Consultants;Inc.(CA#9813) Lyndon F.Schmidt,P.E.
ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E.
5, Quality Assurance
Certificate of Participation Issued by National Accreditation and Management
institute,certifying that Plastpro,Inc,is manufacturing products within a quality ,
assurance program that complies with ISO/IEC 17020 and Guide 53.
Lyndon F.,Schmidt,P.E.
FLFENo.43409
412412015
Sheet 1 of 1
5"MAX.OVERALL
ro EWI1.5' .. Z76.plastp37.5'MAX. I 37.5^MAX. =U: < * '��— n
FRAME WIDTH I ( FRAME WIDTH 0).. z°
5200 W. CENTURY BLVD.
ry LOS ANGELES, CA 90045 _ /rIt '
ZOm C
U' �Z, ti� U N
Smooth / Wood Grain/ White Wood Grain �Z =z q
Rustic/Mahogany >_ "$ E0 9 m o
Series O Fiberglass Door X o 0.
° a �< m a a
� w ` _d
INSWING/OUTSWING b w ^w �W
rFor
ERALNOTFS "IMPACT" m �. 00 8 �a
A
�o
product has been evaluated and is in compliance with the 5th Edition(201 4)Florida Building Code(FBC) �„z
410
ctural requirements including the"High Velocity Hurricane Zone"(HVHZj. o o
duct anchors shall be as fisted and spaced as shown on details.Anchor embedment to base material shall be I I SS MAX OVERALL c o o z
En P-W
ond wall dressing w stucco. a rn
o FRAME WIDTH N
375 MAX. 37S'MAX. g aS
sen used in the"HVHZ"this product complies with Section 1626 of the Fl rich Building Code and does not require on FRAME WIDTH I I,5- FRAME WIDTH a w N w
act resistant covering.
n used in areas outside of the"HVHZ"requiring wind bome debris protection this product compiles with Section 'o o
9.1.2 of the 2014 FSC and does not require an impact resistant covering.This product meets marrle level D'and ® I a a
udes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.22 of the FBC. a a
C� z m
E2x stud construction,anchoring of these units shall be the sameas that shown for 2x buck masonry construction. in
cord tions that deviate from the dela is of th s draw ng requ'ue further engineering anolysa by a licensed engineer p O 0o, gistered architect. X_ �g50 a
2 ¢w 2.0 X � c
= 7. Oufswing.configurations meet water infiltration requirements-for"HVHZ".All other configurations do not meet the b w 7 w ti N
= wafer infltration requirements for the"HVHZ"and must be installed only to non-hobilable areas or of habitable m� w o
locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to swill LL LL = n
B fess than 45 degrees. n �,
Ll U H 1�j
TABLE OF CONTENTS w
bNSHEEMESCRIPTIONpical elevat ons,design pressures&general notes
oor panel details derite panel details
e frame details and glaring details m
5 Elevations CONFIGURATION
DESIGN PRESSURE(PSS n e
CONFIGURATION FRAME
6 Horizontal cross sections z
z � I-N POSITIVE NEGATII/E
7 Vertical cross sections
< 8 Vertical cross sections DATE:02/16/12 Q
2 ox/xO 76.s�x 82.0^ +75.0 -75:0
4 3-Point lock details scuE: N.T.S.
a 103-Po€nt lock details vac.er: JK m
11 Buck anchoring oxo 115.5"x 82.0r +75.0 -75.0
12 Frame anchoring a x.sr: LFS
c
13 Components See sheets 2&4 for hardware and rite frame design pressure firritations DRAW=No-: r
14 BTI of materials Ft—)5210.2 ry
v SHEE7 I OF 14
t
EXTERIOR 2.0.4"
_U Vc<E
•i- ."e'. H :� j�J vain
CAP(PVC) a. ^ TOP RAIL .�i'�•- -... (!�/��`� j j m m
..'e'. • a ��. ;; r (COMP.) �l//ll1-111L1��ii``` z o m o
m'� UN oZ
INTERIOR N E m Z m m
a HINGE STILE(LVL) LATCH STILE(LVL) f Va a N g m 5 d L a
CAP(PVC) A 4 a d a
1 HORIZONTAL CROSS SECTION E o Z
2 Z vw
d. o° JVD.
•v'
rn
35.75 MAX O.A
WIDTH o
00 0
0
p �� W
6 INTERIOR EXTERIOR „a w o
' ® ®
' s
o0SREIG
MANUPACiURER FOAM CORE
iMil
$ Z (POLYURETHANE-
0 a
a
KNOB: SIGNATURE SERIES m
-- KWIKSET +75 1.9 PCF MIN.)
D B LE
SIGNATURE SERIES(980)
U
E
= SCHLAGE KNOB: SERIES(F51) m
Q DEADBO T: B”SERIES(860/62) ±75
O o
z PAMEX ±7SDEADBOLT: FD7 SERIES z
> FIBERGLASS SKIN o p`l' E HARDWARE TABLE (0.125'MN.THK.)
0
HOPPE MULTI-POINT LOCK: 3-POINT TONGUE ±50
CR
W i F MULTI-POINT LOCK: TRILENNIUM"3000"SERIES +75 a
SEE HARDWARE TABLE BOTTOM RAIL a i
See sheets 9 and 10 for multi-point lock details. (COMP.) F
o =
^w a
m Q ti
v" no
m
0 C3
z
€ 2 VERTICAL CROSS SECTION ^
a
0
a2 DATE:02/16/12 16/12 =
42 ) s
Ste: N.T.S.
40 DDOORoPANEL M.er: JK m
c Fiberglass CHK.er: LFS 3
DRAW .:MG NOm
N
— FL-15210.2 0
5
N
SHEET_L OF 14
O
RAClientAPlastpro,Inc PERMANENT\Flodda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dw9,3.2
0
1.75�{
n
F • o
79.25'0.A.HEIGHT
o
0 A N
n I0
10� p 4 0
"...
N
m
O
Z
A
O
39
-� T0
W N D n z O
Z m Z'z
m
O .e
m
ICO
O
2 � O
N
O
10
/
l V,••'N 4340••.r:
g Q PRODUCT: Dellm•nt.Pnpar•d Br. �••• ``
Lyndon F. Schmidt �i •••••'..00 `��
lU I NPLASTPRO ASS INC. P.E. No. 43409 1p�`t`t``��
N a Z
o N y rn PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
IO y z to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK DETAILS P.O. Boz 230, Valrico, FL 33595
A N N NO DATE BY SIDELITE PANEL Phone No.: 013.859.9197
REVISIONS FBPE CA No. 9813
C2012 R.W.BUILDING CCNBULTANTS INC.
R.\Clients\Plastpro,Inc PERMANENT\Florida Product Appmvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,4.2
08
im- P
MAX.O.A.FRAME HEIGHT_7 b 66.35 MAX.O.A.FRAME HEIGHT b
62.75'MAX.D.L.O.HEIGHT —62.63"MAX.D.L.O.HEIGHT
A
-n
On =—A I
4.5" 5.75' 11.0"MAX
(TMP) (Typ.) O.C.
MAX.O.C.
m 0
DMZ <
z z
0 > F� 5� W
tc
so Ej 55 rin
0 r
G) < Q Q
G)
0
m
G
G G)
F
I+ I+ G,
0
> Z_?-
<
ZZ SD > z>
IX
Z ZC. F-
<
1.71"
1.28"
Ti � W
Ti
3: a
n,, ti i
n cli
0.46'
No.43409
PRODUCT:
T D.. nta Pmpamd BY-.
Lyndon F.
•
Schmidt --h
A. 1%. ........iiI•p
PLASTPRO FIBERGLASS INC. P.E. No. 43409
DOOR
PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
C:, —1 UPDATE TO 5TH ED. (2014) FBC JK P.O. Box 230, Valrico, FL 33595
i� LITE FRAME DETAILS XW
N NO. DATE AND GLAZING DETAILS FPhone No.: 813.659.9197
1 REVISIONS I PE CA No. 9813
2D 12 R.W.BDILaING C....1 1.I.C.
R:\Clients\Plastpro,Inc PERMANENT\Florida Product Apprmals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glamed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,5.2
P�+
V W Q
p X V
rn
VN Vtd
• O A
Z
X
O
O•W
O m�
x m A v
Om N
mw 4, `\
P A
P N
V W Q
O
Z
O
010
O•W
m�
Q
P A
'C'Z.
. V.•VOENBF'•.�' �:
•No.43409
PRODUCT: Docamente Prepared 9Y: 1 `
PLASTPRO Lyndon F. Schmldt �i� •••''•�OR1C1; ``
1 N FIBERGLASS DOOR P.E. No. 43409
I� o Z ///21111111111`
o N --I PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
Ir o x to 1 3 9 15 UPDATE TO 5TH ED. 2014 eo,FBC JK P.O. Box 230, ValrlFL 33595
'P• N N NO ELEVATIONS DATE BY Phona No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
02012 R.W.BUILDING CcINSULTANT8 INC.
• e
R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,6.2
ma� Z —
3�
o �z
omo
/D m
0 3 a d
?a O O o
m3 ?.H
Cl.M (0 8 G
O 0 r m
I A
m O +I
0 T 1
O d
m �Q
O O Z y V
CL y
N C
Cy.N
O2
C O
N
7 Z
?a m rn
3 Ino 0 0
-
G m
o f1
0� •o
�O
Cl Z m
� m
a V p
n�
144
N
p A A 7C
N
X
rn -1 O N
m x
c 70
� m
�0 U
V
O•W �A
0O7--u-
'g
�z
N
y V
N
(00
s7 N
r
(0 N
O T
O
0
'0 0
0 2 rn
(DD
D. rn m
N rn
Z o Z 7D
m
tttt1111111//�,
No.4aaos
477rr * :*
i n S PRODUCT: Oaeumente Prepared By:
Lyndon F. Schmidt �i�°•• �OIBDA,�°•�```
I� $ z\ FIBERGLASSSTPRO IDC. P.E. No. 43409 �is
-N.. r— PART OR ASSEMBLY: ///�� BUILDING CONSULTANTS, INC.
o ;N (n 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK HORIZONTAL v v�P.O. Box 230, Valrlco, FL 33595
ry ti NO DATE BY CROSS SECTIONS Phan. No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
(D 2012 R.W.BUIL.—c...u—.—INC.
R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,7.2
rn
° V
° p 0 M n
A
° A c v
o v
yCT ° o
O
. n
y r
o
o°
m A m 'T v
A al
O O 0= A V
OO .. °
n 10 Z
O C3 o
Z p
W W p
° p wW N
A N
0.15' r q°
p m m C'SL
INK °p
1-1/4"MIN. (TYP.)
EMB.(TYP.)
° m
CIO 1-I/4"MIN.
EMB.(TYP.)
0 T °o
O
:E
a
on
sA °
NO
o m
aO g
2 � �
�T m
1-1/4"MIN. g o
EMB.(TYP.) A a
1-1/4"MIN.
EMB.(TYP.)
V N
°o
W
W 0 °
4 °. .
° Co n e
Co r• °
VA x�
• c�
Q
C" Q c a
rtl m
0 ° o
5D ,
�n z
s•
o �
Z 1-1/4"MIN.
EMB.(TYP.)
AG Z \11111
SCH4111k,
Y1�
S PRODUCT: Doaumente Prepared By.
P
Ivo 0�t` ��Lyndon F. Sehmldt �i/
P.E. . ,0NAL
Z FIBERGLASS DOOR
o N y m PART OR ASSEMBLY: !BUILDING CONSULTANTS, INC.
Io to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK / P.O. Box 230, Volrico, FL 33595
{+ N N NO DATE gY VERTICAL CROSS SECTIONS YY phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
®2012 R.W.BLHLDINN CCNSULTANTta INC.
� D
R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,8.2
rn
x1
1-1/4"MIN, rn
EMB.(TYP.) z
O
>a
m w m
O 7e In
m to
° rn O N
oT o oD� A F1
0
�e
'n ° .v. om
0
n
jO Ion ° °
y ° �i— a
y o
m ° �O e•
O ° m r"
00 m
0 Z >o
a �
C3 m N
0 0-
A N , a
C.SINK
(TyP.) a
P N Z ^ a
O ,I
3
t0
0 0 1-1/4"MIN.
C"
m m EMB.(TYP.)
�.
SD 3
1-114"MIN. In
EMB.(TYP.) Z y
rn
N
Z O N 7 O
rn O
wo m Z 0
M
n
n °
° n to
5< ° n
m
o ° M °
N ° —t
M °°
ITT op
W 1-114"MIN.
EMB.
° w
V
m L� iy No.43409
Yza�
'^ i f g PRODUCT: Document.Prepared By.
Lyndon F. Schmidt �i1 '•• OfED�`''• `��
P Z\ FIPLAPRO BERGLASS(DOOR P.E. No. 43409 �7sAL t1 �`
o N " r- -.-I PART OR ASSEMBLY: /`'//s'� BUILDING CONSULTANTS, INC.
IC) to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK r!li P.O. Box 230, Vclrico, FL 33595
t v N NO DATE BY SSVERTICALTI vv Phone No.: 813.859.9197
REVISIONS CROSS SECTIONS FBPE CA No. 9813
®207 2 R.W.BUILDING CONSULTANTS INC.
R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,9.2
Z
C
OVERALL HEIGHT
D
171 HANDLE HEIGHT
O
O
Z a1
O m
m
c j
M
0
D
>a
N
CA 10.04"
M
N ,
Y
S 4.63'
0.11"
OQO yT
.4
5
0
N
;s
3o
g _
—f 0.1"
� 1
s
am
3
m
3.61"—moi N CA 15"
N ``11111111►11j2
w 43.09"
yT�ir
E PRODUCT: Doeumente Prep—d By:��
Lyndon F. Schmidt '•••••• ��'�• ••`���`
I° o z ro FIBERGLASS DOOR PLASTPRO INC. P.E. No. 43409 �,Z�ONAL1``;``�
,o, N r- -1 m PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
o to 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK 3—POINT LOCK DETAILS ��P.O. Bax 230, Valrico, FL 33595
lo
N N NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9813
®201 2 R.W.BUILDING Ca NSIJI-NTS INC.
RNCHents\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,10.2
f
a
c
m
A_
N �
co p.
O
N
V
A
sTn
S
Q
D
24.25" 23.41 15.4,
`ms's *.3CH�y/
`
No.43409
G/f�ZT/
T x PRODUCT: Oocum•rth Prop—d W.
PLA57PR0 Lyndon F. Schmidt ��i ''•!20R1D��•rb ��
to o Z\ FIBERGLASS DOOR P.E. No. 43409 11ONAIIt;;`
o x (rl-cn 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC UK PART OR ASSEMBLY: JVI/U PA.
Box 230ING 5 Val CONSULTANTS,
FL 33595
IA N N NO DATE BY 3—POINT LOCK DETAILS IYY/I/ Phona No.: 813.859.9197
REVISIONS FEPE C.A. No. 9813
2012 R.W.9llILalNa 0018—ANTS INC.
4"(TYP.) 4"(TYP.) 4"(TYP.) Nj =
8"(TYP.) 8"(TYP.) ✓i"(TYP.) u o n
r
,v(TYP.) 4"(TYP.) �'i��•••••-.. ....•• ••
�`
•`�.� �jm
i��r'r,l
m" O N Z
z ■ZJ
� z G
ynot(L
o
8
II °
% II II 9
LL — &JAMBS I I — — &J 3'a.
rfP.HEADHEAD —
o I &JAMBS I I I I
MUWON 'I MUWON
HOWN FOR
SHOWN FOR
o
REF. REF. o z
Q.
II — to II II — s�
s II II II
9 II II IIO
O
a a
Oa }
BUCK ANCHORING BUCKANCHORING m
E OX OXO
EE
g G
N
N V)
p Z
= W O
2 N
� 41
O �
i
CONCRETE ANCHOR NOTES: a
1.Concrete anchor locations at the comers may be adjusted to maintain the min. i
edge distance to mortarjoints. m
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a
maintain the min.edge distance to mortarjoints,additional concrete anchors n o
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. IT
3. Concrete anchor table: z
W
MIN CLEARANCE MIIV CLF,ARANCE: w1E 02 16
ANCHOR ANCHOR MfN TO MASC+NRY TO:ADJACENT.::,:: /12 0
W EM@EQMENi. SCALE N.T.S. d
TYPE SIZE EDGE ANCHOR o
c1 .: GwG.sr: JK m
s ®TW 1/4" 1.1/4" 2" 4" CHK.ar: LFS 3
a TAPCON rt
N ELCO DRAWING NO.: N
ULTRACON® 1/4" 1-1/4" 1" 4'• FL-15210.2 0
Vs— 11 or 14
f.
2
z �' o m
SEE HINGE SEE HINGE %�
DETAIL(TYP.) (TYP.1 DETAIL P. 7-
(TYP.)
'ice '•... ..• �.� o m m
T, (TYP.1 ITMP 1 I T �1 (TYP.1 3P ''''�I/III•II•It,```` z o m o
(TYP.1 � (TYP SPI �(TYP
n 1 o n z
U N•,
\ v z o Z U
I I I I I I I Il I I I II tia�g 9m12 6 oa
1 ,0
TYP. R ° TYP. o v°Li
MULLION ° MULLION A �a
o `+
L BUCK — — L 2X BUCK — —
G IX BUCK G 1XBUCK
o z
TYP.HEAD TYP.HEAD 00 0
&JAMBS — &JAMBS a a N r z
fq y� n
o` M vi or
1
0'
—O
I N
5 J— p TYP. L D TYP.
SILL SILL o
o
a a
o
100
G U
E a�
HINGE JAMB FRAME ANCHORING STRIKE MULLION HINGE MULLION FRAME ANCHORING STRIKE MULLION a
OX oxo N .
s o z
Z
> w O
s Ln
o
O �
CONCRETE ANCHOR NOTES: w
> 1.Concrete anchor locations at the comers maybe adjusted to maintain the min. 9 0
Ledge distance to mortarjoints. 9 0_
a 2.Concrete anchor locations noted as"MAX.ON CENTER•must be adjusted to Z8 H 1 X BUCK H 1 X BUCK ?
t maintain the min.edge distance to modarjoints.additional concrete anchors 58
may be requfmd to ensure the"MAX.ON CENTER"dimension are not exceeded. L 2X BUCK 2X BUCK
° 3 Concrete anchor table 58 L o j
.... <tEARANCE MIN;<tEARANGE
ANCHOR ANCHtlR MIN �� m
TO MASONRY TOADIACEM
F TYPE S1IE EAABEbMENI �� O o
27 'Z a
W RW
a i s t-va• r a• DATE:02116112
m t/a• to/a• r a• HINGE DETAILSCALS N.T.S. °
It! ULTRACON LATCH AND DEADBOLT HINGE DETAIL owc.BY. JK m
Details Inswing Outswing CHK.BY: LFS 3
d ON e
ff WOOD SCREW INSTALLATION NOTES: onnvnHc Ho.: N
1.Maintain a minimum S/8•edge distance.I"end distance.8 1•o.c.spacing of FL-15210.2 0
wood screws to prevent the splitting of wood. sHecr 12 of 14 n
u
R:\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glued\C-Drawings\FL-15210(2014)\FL-15210.1-6.dwg,132
1.4"
4f W N O
P
Sa
m A 2 Co P
5 6 6 0
N
.2s'
S u 0 no 0
Z A v 2 U Q IT
�! U L7 2 yIny A
A y S x o:
so
N Na
0.65'
•t o O
s „
a -
O
N 4, ? m
.75' Fes- 0.75"
x
O
6
'z O
ao
0.937'
S o
0.07'-
0
.07' o y
o y
3
a
0.28"
m � �
v
`51111111111"
/ V
No
09
$ $ PRODUCT: Doaamente Prepared By. ;
i Lyndon F. Sehmldt moi;/�.��-'•ROry1DM.✓" `��
II z i N PLASTPRO INC. P.E. No. 43409 NAL
N \�
L o Z FIBERGLASS DOOR ///111111115
PART OR ASSEMBLY: n'!BUILDING CONSULTANTS, INC.
Io 1 3 9 15 UPDATE 70 STH ED. 2014 FBC JK e�'I/I/ P.O. Box 230. Valrieo, FL 33595
4' N N NO DATE BY YYYYYY Phone No.: 813.659.8197
REVISIONS COMPONENTS FBPE C.A. No. 9813
0 201 2 R.W.BUILDING CCIN-ANTB INC.
BILL OF MATERIALS 58 #8 X 2"PFH WS STEEL `��`,� .............. -n
ITEM 0 DESCRIPRON MATERIAL 60 1 MULTI-POINT STRIKE PLATE STEEL
A 1 X BUCK SG>=0.55 WOOD 62 LOCK ASSEMBLY STEEL
B 2X BUCK SG>=0.55 WOOD 88 2X REINFORCEMENT SG>=0.55 WOOD Ne. /0=
C 1/4"MAX.SHIM SPACE %V�4. 'g5 °
�•., • g
DMASONRY413 F000 PSI MIH ELCO N.CONCRETE CONFORMING TO ACI CONCRETE 'ITW CONC�ETE SCREW STEEL '' '�III I I71% % o n m i
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �. v N •;
G 1/4"X 3-3/4"PFH ELCO OR [TW CONCRETE SCREW STEEL � � � z°4
H 3116'x 3-1/4"PFH fTW CONCRETE SCREW STEEL \ h oto m w
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL \�j a v'Y 'm a a m
K #9 X 2-1/2"PFH WOOD SCREW STEEL 5
L #8 X 2-1/2"PFH WOOD SCREW STEEL E o Z
1 POLY FIBER JAMB COMP./VINYL J,a
2 FINGER JOINTED PINE FRAME WOOD
3 EXT.FRAME(ODL) ALUM.
4 INT.FRAME(ODL) ALUM.
En
5 #7-19 X 1-3/4"PPH SELF-DRILLING SMS STEEL
O 'n
6 #10X 1-3/4"PPH WOOD SCREW STEEL ?o of
7 WEATHERSTRIP FOAM }
6 8 DOOR BOTTOM SWEEP VINYL
9 4"X 4"BUTT HINGE STEEL w o
6 11 #9 X 3/4"PFH WOOD SCREW STEEL a < m
12 NON STRUCTURAL SEALANT SILICONE o
13 STRUCTURAL SILICINE(DOW 995) SILICONE o
15 EXT.FRAME(BY ROYAL MOULDINGS) PVC a a
0 16 INT.FRAME (BY ROYAL MOULDINGS) PVC m
17 SCREW CAP (BY ROYAL MOULDINGS) PVC
E 22 3 POINT'TONGUE"MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL In
23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL
m 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL
m 27 LATCH STRIKE PLATE STEEL N
N
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL w o
29 ADA THRESHOLD ALUM 2 rn
30 OUTSWING THRESHOLD ALUM/WOOD
31 OUTSWING THRESHOLD ALUM/WOOD
32 OUTSWING THRESHOLD ALUM/WOOD
33 OUTSWING THRESHOLD ALUM/COMP
a 34 OUTSWING THRESHOLD ALUM/WOOD
35 OUTSWING SID ELITE ADAPTER VINYL =w
36 INSWING THRESHOLD ALUM/COMP a
37 INSWINGTHRESHOLD ALUM/WOOD "
i 38 INSWING THRESHOLD ALUM/COMP
Z v
V 39 INSWING SIDELITE ADAPTER I VINYL
DATE:0211611 z
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR DETAILSSCALE: N.T.S. D
te 50 SIDELTTE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS DWG.BY. JK m
55 #10 X 1-1/2'PFH SCREW STEEL
2CHK.BY: LFS 3
57 BACKING PLATE STEEL DRAWING NO.:
FL-15210.2 w
O
SHEET14 OF 14 N
u
K
7/5/2015 Florida Building Code Online
`
,, . .�` °ami. �� � U���:.� � >as.•. c ,:.
ipri(ja[)(partMerjt` BCIS Home Log In User Registration Hot Topics Submit Surcharge i Stats&Facts Publications 1 FBC Staff i',BCIS Site Map Links Search i
Businesv��a
Professilll ` Product ER:Pub icU er°vol
USER:Public User
Regulation
PITIMINT111111"-.M Product Aooroval Menu>Product or Application Search>Application List>Applicata Detail
FL# CApproved
5699-R1
"r z
Application Type ision
Code Version 4
Application Status
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
throp@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
,V1 Validation Checklist-Hardcopy Received
Certificate of Independence FL15699 R1 COI EvalReo CWS-726A(SH-3700. SG. Impact).odf
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/pr_app_Jtl.aspx?param=wGEVXQwtDgvutH8jlpVzpOUF%2bvTH11AVQwnF9kuOleP81gdA4Q%2bOLg`/o3d`/o3d 1/2
7/5/2015 Florida Building Code Online
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/23/2015
Summary of ro ucts
FL# Model,Number or Name Description
15699.1 SH-3700 SH 3700,Aluminum Single Hung, Single Glazed, Impact
Limits of Use Installation Instructions
Approved for use inEE�:: HVHZ:Yes FL15699 R1 II CWS-726A(SH-3700, SG. Imoact).Ddf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact,see Installation drawings for FL15699 R1 AE DuPont PVB NOA 13-0129 27.Ddf
DP and sizes. Glass complies with ASTM E1300-04. FL15699 R1 AE EvalReo CWS-726A (SH-3700. SG,
Imoact).odf
Created by Independent Third Party: Yes
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:
® KFtck
sccuritv o floc
https://fforidabuilding.org/pr/pr app otl.aspx?param=wGEVXQwtDgvutH8jlpVzpOUF%2bvTH11AVQwnFgkuOleP8]gdA4Q%2bOLg%3d%3d 2/2
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 726A
jr ril 18, 2015
Product Description: Series 3700 Aluminum Single Hung Window, LM Impact, max. unit
sizes of 53 1/8"x 84"DP70 Oriel, 53 1/8"x 76"DP70 OX Equal Split, and 37"x 63"DP80
OX Equal Split
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5th 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-726A, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3795-1, 4A, -2, -2A, -3, and-3A, from National Certified
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.,with
testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-2008,
ASTM E 1886-2002/2004/2005, and ASTM E 1996-2002/2004/2006/2009
4) Supplemental Calcs. to support CWS-726A, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-726A.
Limitations of Use: This product:
• May be used up to sizes indicated above in Product Description,with glass types, design
pressures, and max. glass daylight sizes as shown in CWS-726A
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont PVB Interlayer per Miami-Dade N.O.A. 13-0129.27. I have evaluated
the interlayer material in this NOA and find that it complies with the requirements of the
5th Ed. (2014)Florida Building Code for use in this product.
• Requires 6063-T6 aluminum extrusions per CWS-726A
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.
LL��lllfffJ'lf
+,,ri
zft
\ r
No 58201 4/18/2015
Lucas A. Turner,P.E.
% STATE OF c FL PE#58201
• ,�j//J)
SINGLE HUNG - IMPACT GENERAL NOTES:1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WINDOW SYSTEMS
53 1/8"UNIT WIDTH WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE 1900 SW 44TH AVE.
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 OCALA,FLORIDA 34474
50"GLASS DLO MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CwS.Cc
A 2.GLAZING DETAIL:(SEE SHEET 2)
a A 3 /8'U IT WIDT
- — 3.CONFIGURATIONS:"O/X" 3700 ALUM.
50'GLASS DLO SINGLE HUNG
4.DESIGN PRESSURES: IMPACT
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER n
B O I B 5o va^ 34. INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04. �, 6i
GLASS � ~
DLOss DLO 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE o 0
DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL.WIND
s4' B LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR w m
UNIT a s^ CALCULATIONS.
HEIGHT �
HEIGHT 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT m O
REQUIRED. < in
N Z >
387/8' X 34• 7.ALL FRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER.SMALL C¢ O Cc
30 5/8" X 25 ala' SASHHEIGHT I GLASS JOINT SEALANT USED AT ALL FRAME JOINTS. o a
SASH GLASS
HEIGHT DLO 8.SERIES/MODEL DESIGNATION SH-3700. a U
' � C aW
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
A C X=OPERABLE SASH,O=FIXED SASH < O
z
481/8'GLASS DLO ae 1/s"GLASS DLO 10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
51 5/8'SASH WIDTH 51 5/8'SASH WIDTPIUREW
ORIEL EQUAL SPLIT ` `'=C E N •L �'.
Z,: No 58201
37'UNIT WIDTH *• * =
33 7/8"GLASS DLO
M O:• STATE OF .:141 z
S
/ON M .
GLASS
DLO 4/3/2015
LUCAS A.TURNER,P.E.
63" FL PE#58201
HNIT
EIGHT 1239 JABARA AVE.
NORTH PORT,FL 34288
323/8" 271/2" PH.941-380-1574
SASH GLASS
HEIGHT DLO SHEET DESCRIPTION:
GENERAL NOTES AND
MAX. UNIT DESIGN PRESSURE ELEVATIONS
TABLE OF CONTENTS 32'GLASS DLO CONFIG. SIZE RATING IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS..........1 35 1/2'SASH WIDTHTEF 05/17/12
GLAZING DETAIL......................................2 n n 70 PSF LARGE DWG b: REV.:
SECTION VIEWS.......................................3 EQUAL SPLIT
EXTRUSIONS&B.O.M..............................4 EQUAL 53-1/8"x 76' +/-70 PSF LARGE MISSILE IMPACT CWS-726 A
ANCHOR SCHEDULE&NOTES...............5 „ „ 4 80 PSF LE MPAGTSCALE: SHEET
INSTALLATION DETAILS..........................6 1:25
1 OF 6
DESIGN SASH FIXEDj/7(�vj/n>7�y/)7
TYPE PRESSURE(PSF) MAX.SIZE GLASS GLASS
WI
11��1!((�yCCffNN11((XX!(000ULL/ Il��j�/�I
_ NDOW SYSTEMS
EQUAL 1900 SW 44TH AVE.
+/-70 53"x 76" A A OCALA,FLORIDA 34474
www.cws.cc
3700 ALUM.
SINGLE HUNG
IMPACT
5/16'OVERALL 5116"OVERALL 7/16'OVERALL
118'ANNEALED 1/8"ANNEALED 3/16'ANNEALED r3 w
1-
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER o O
1/8'ANNEALED 1/8"ANNEALED 3/16'ANNEALED }
W 00
U)
U Z
PURFECT GLAZE"H"
O
34 PURFECT GLAZE'H' PURFECT GLAZE*H*
a
OR SIKAFLEX 552 34 OR SIKAFLEX 552 34 OR SIKAFLEX 552 N Z >
I I I'-I I I w
w OCc
10 I I I 10 ISI , 36 I I � a s
x w
314'GLASS BITE ° 3/4"GLASS BITE 314'GLASS BITE U
o W
W
� o
23 ¢ O
3
3 1 `�����PNORE W
1 Jap`':,OENS.'G
`IJV
v: No 58201xz
:11
Z9; STATE OF :iii
Q 4G
GLASS TYPE A-FIXED GLASS TYPE B-FIXED i��FsC 0 R OP G�
GLASS TYPE A-SASH
zz
4/3/2015
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 05/17/12
DWGq: REV.:
CWS-726 A
SCALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900S31 9 33 31 32 OCA A, LTH AVE.
a G CALAFLORIDA 34474
www.cws.cc
4 1, — 3700 ALUM.
11 SINGLE HUNG
10 or 36 IMPACT
r
0 0
� Y
I 1 }
I I 25 6 0 10 or 36 30 33 SECTION B-B 24 8 w m
28 00 O
v (n
1 — — INTERIORw cc 19
O
a a
19 < U
ul
7 7 ? 0
O
z
1 2 ��Pp1DRE.....��',
ENSF.�'P,r�y'
30 I I I I v No 58201
I I 15 *• * :*
33 1 0: STATE OF .:�
24 1 ' 1 ,��''SS�ONAGE�G��.
1111r11tilt`
1
10 Z�
4/3/2015
19 LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
19 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
35 SECTION C-C SECTION VIEWS
ALT.SILL LATCH
DRAWN BY: DATE:
u Lf TEF 05/17/12
5 30 13DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY:
14,16,18,21,22,26,27 CWS-726 A
SECTION A-A SCALE: SHEET
1:1.33 30F6
PARTS LIST
ITEM I PART#DESCRIPTION VENDOR MATERIAL 2 3/4 r-21/2°
1 H-1934 Fxd.Mtg.Rail Keymark Aluminum LTJ
2 H-1946, Sash Meet.Rail Keymark Aluminum 2 1, WINDOW SYSTEMS
1900 SW 44TH AVE.
3 H-1947 Sash Bot./Pull Rail Keymark Aluminum OCALA,FLORIDA 34474
Y 21/16" 4 25/16" WWW.CWS.CC
4 5-1931 Fr.Head Keymark Aluminum 7/8' 7
5 S-1932 Fr.Sill Keymark Aluminum 1/16"
6 S-1933 Fr.Jamb Keymark Aluminum 1/16
7 5-1935 Reinforcement Keymark Aluminum 3700 ALUM.
8 S-1936 Scrn.Adapt. Keymark Aluminum REINFORCEMENT-S-1935 SINGLE HUNG
9 S-1939 Sash Side/Top Rail Keymark Aluminum FRAME HEAD-S-1931
10 S-1941 Glazing Bead,(5/16"Glass) Keymark Aluminum SASH MTG RAIL-H-1946 IMPACT
11 S-1954 Sash Stop Keymark Aluminum
12 S-1956 Sill latch Keymark Aluminum r+
13 P-3018 Wstp.,.300 x.187 Bulb Vinyl Amesbury Nylon
w
14 P-3029 Screen Pull Tab Summit Steel 213/16"1 0 0
15 P-3033 Screen Spring,SS FlaScrn SS
16 P-3046 Take Out Clip
17 P-3218 Screen Frame Allmetal Alum
1
18 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Nylon 5 g m Z
19 P-3305 Wstp.,.270 x-187 Black SoftTouch Center Fin,Black Ultrafab Nylon O
Fn
20 P-3309 Wstp.,.210 x.187 Black Soft Touch Center Fin,Black Ultrafab Nylon 3 1/2" 21/2• 1 3/4" c
21 P-3321 Screen Frame Comer Key Allmetal Alum '!16 n 1/16' $ z W
1/16' cc
22 P-3342 Seam Sealer,SM-5504 SchneeL-- W
23 P-3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe o 0
24 P-3443 Wstp,.290 X.187 Black,Bulb Vinyl,Hollow Ultrafab Nylon W V
25 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel SASH SIDE RAIL-S-1939 o m
FIXED MTG RAIL-H-1934 o
26 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer FRAME SILL-S-1932
27 P-4144 #8 x 1"w/1/4"lead Quad PH Type A SMS Fastenal Steel ¢ p
28 P07 Sweep Lock Lawrence Nylon Z
A7
30 P-4959 Wstp.,.420 x.187 back PolyFin,Gray,SoftTouch Ultrafab Nylon 23/8• a�µirnrery1
31 P-5228 Sash Cam M&M 2 518" ,�� P-. .. •V;' 111
32 Balancer Caldwell ;OQ..��GENB�.•Qy��
33 GLASS See Sheet 2 1 7/16
�t• No 58201 :1134 Purfect Glaze"H"or SikaFlex 552 Henkel/Sika 5 P-5244 Closed Cell Pad,1-1/2"x1-1/4"x3/16" Viscor 23.ri6' 2Ffu
13/16'
36 5-1949 Glazin Bead, /16"Glass Ke mark Aluminum ll9 (7 ) Y 1/16' O STATE OF :/L1/16" ' i'<`••'c �- _'�`
LINE ITEMS NOT USED: LNOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. '�i��SS O R�0•� `�
FRAME JAMB-5-1933 SASH STOP-S-1954 '��� E��`�
SASH BTM RAIL-H-1947 yZ
SASH CORNER FRAME CORNER FIXED MTG RAIL 3' 4/3/2015
CONSTRUCTION CONSTRUCTION CONSTRUCTION 1/z
13116• LUCAS A.TURNER,P.E.
15/16' &116'
FL PE#58201
7 9116• ' 1239 JABARA AVE.
1 1/a^ 1 NORTH PORT,FL 34288
1/16• PH.941-380-1574
2SHEET DESCRIPTION:
1/16 GLAZING BEAD,7/16'-S-1949
IT. SILL LATCH-S-1956 SCREEN ADAPTOR-S-1936 BOM AND EXTRUSIONS
�+ 3/4
5/6" DRAWN BY: DATE:
10 TEF 05/17/12
1" 1116• DWG 0: REV.:
CWS-726 A
SMALL JOINT SEAM SEALANT
USED AT ALL FRAME JOINTS SCALE: SHEET
GLAZING BEAD,5/16"-5-1941 1;2 4 OF 6
6' (TMP.) 14 1/4•MAX O.C.(TYP.) cmeg"iy '
SEE NOTE 2 WINDOW SYSTEMS Ill NL/iJf
6"MAX(TYP.) 14 1/4'MAX.O.C.(TYP.) 6"MAX.(TMP.) 1900 SW 44TH AVE.
SEE NOTE 2 OCALA,FLORIDA 34474
6'MAX(TYP.) I // I
WWW.CWS.CC
6'MAX P.) 12 1/z'MAX.O.C.( .) 131/2.
SE OTE 2 I MAX O.C. 3700 ALUM.
INSTALLATION (TMP')
( MAX. ANCHORS(TYP.) �-- SINGLE HUNG
(TYPMAX.O.C..) - - --- -- MAX. I I I
(TYP.) I I I I IMPACT
INSTALLATION
19 112" I I O I ANCHORS(TYP.) I O I
MAX O.C. INSTALLATION I I I
Lij
(TYP.) ♦� ANCHORS(TYP.) I I I I ~
I I I I I W (f1
I I 4 (TMP) I I I LL o
4-(TYP.) I I 4-(TYP.) I I 4-(TYP.) I I cn
4•(TYP.) I I X I 4-(TYP.) I I ¢ o W
w — Q
I I 615/16'I X a s
I (TYP.) I W Cc
W
'� I o
� o
< 0
Z
ANCHOR LAYOUT ��°��11t����+�`''•
EQUAL SPLIT 37•X 63• ANCHOR LAYOUT ANCHOR LAYOUT ��.� SNORE..
EQUAL SPLIT 53'X76' ORIEL 53'X84' ��pc?:�QENS'•G•Q
v: No 58201
NOTES: STATE OF :iu:
:0.ri.,o
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD.
2.SHIM AS REO 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 4S1ONA�
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ;57--
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/3/2015
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. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"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. TEF 05/17/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-726 A
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:20 5 OF 6
•
TYPICAL HEAD ANCHORAGE INTERIOR (augog .
WINDOW SYSTEMS m
MIN.EDGE DIST. 1900 SW 44TH AVE.
SEE TABLE 1
MIN.EMBEDMENT
WWw.CW S.CC
FLORIDA 34474
SEE TABLE 1 W W W
SUBSTRATE BY OTHERS
SEE TABLE 1 1/4"MAX.SHIM
PERIMETER SEALANT MIN.EMBEDMENT 3700 ALUM.
BYINSTALLER SEE TABLE 1 MIN.EDGE DIST.
INSIDE AND OUT SEE TABLE 1 SINGLE HUNG
SEALANT BEHIND FLANGE INSTALLATION ANCHOR IMPACT
BYINSTALLER SEE TABLET
SHIM
w
o �
INTERIORBYINSTALLER
SEALANTBHIIND FLANGE SUBSTRATE BY OTHERS y
SEE TABLE 1 w C3-
INSTALLATION
INSTALLATION ANCHOR PERIMETER SEALANT u)
SEE TABLE 1U zO
BYINSTALLER
INSIDE AND OUT LL
e (n
g HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE o. F-
I.w 2
F- U
1/4"MAX.SHIM o U
SEALANT BEHIND FLANGE 0
BYINSTALLER
¢ O
PERIMETER SEALANT z
BYNSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 ���� NO RE '11�
T �i
SUBSTRATE BY OTHERS / ;GP5•�,�CENSG�Q2�„'
SEE TABLE 1
r No 58201 %-A
MIN.EDGE DIST.
SEE TABLE I _-U,
VERTICAL SECTION0�• STATE OF
6 TYPICAL SILL ANCHORAGE
z�
4/3/2015
TABLE 1:APPROVED INSTALLATION FASTENE LUCAS A.TURNER,P.E.
FLPE01
SUBSTRATE 123399 JABARTYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. # A AVE.A
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1.1/8" NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 4" PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 2-1/4" 2-1/2" INSTALLATION DETAILS
2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8" 7/8"
OR ELCO ULTRACON
DRAWN BY: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" TEF 05/17/12
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR 17W FULL THREAD 7/16„ DWG,#: REV.:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" CWS 726 A
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" SCALE:
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' SHEET
1:2 60F6
v (i
Florida Building Code Online Page 1 of 2
lip 19L
., ,.
ttd SCIS Home Log In User Registration s Hot Topics Submit Surcharge Stats&Facts Publications FBC`Staff SCIS Site Map J Links I Search t
i'�Jfl(ji3�i'tfP:O:
Businest(n�,')
Profess il QOUSER:°�i °"a'
Regulation
Product Anoroval Menu>Product or Aoolication Search>Aoolication Ust>Application Detail
FL# FL16026-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Soft-Lite LLC
Address/Phone/Email 10250 Philipp Parkway
Streetsboro,OH 44241
(330)528-3400 Ext 1109
j ti n ke r@soft-I ite.co m
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
V 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 J.King,P.E.
I 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 R1 II Inst 16026.1.odf
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 R1 AE Eval 16026.1.0f
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
Eparticulars.
b.Series 19044 Structural Beam Extruded Aluminum Clipped Mullion for use with impact and
Mullion non-impact window products in Masonry or Wood Openings
f Use Installation Instructions
ed for use in HVHZ:Yes FL16026 Rl II Inst 16026.2.odf
ed for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Resistant:Yes Created by Independent Third Party:Yes
Pressure: N/A Evaluation Reports
See INST 16026.2 for Design Pressure Ratings,any FL16026 R1 AE Eval 16026.2.Ddf
l use limitations,installation instructions and Created by Independent Third Party:Yes
particulars.
Back Next
Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Coovrlaht 2007-2013 State of Florida.::Privacy Statement::Accesslbllity 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 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:
tiOCUfi1�311-:1'1i14�,'+
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtFPmdY iND... 8/12/2015
V 1♦ �
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
ProductEvaluation I I DMulllon
I.
Product Sub Category Manufacturer Pr
Category
Soft-Lite LLC
Window Mullions 10250 Philipp Parkway 19044 A
Streetsboro,OH 44241
Phone 330.528.3400
Scope: This is a Product Evaluation report issued by R W Buil Ing Consu tants,�Incand 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
B1382.01-501-18 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) Z 71"n t Lyndon F.Schmidt,P.E.
4. Quality Assurance q��
Certificate of Participation issued by Farabaugh Engineering and Testing,
Inc.,certifying that Soft-Lite LLC is manufacturing products within a quality ,` r
assurance program that complies with ISO/IEC 17020 and Guide 53. is?c dr34Gg
fib.
/ A
v c•A�Q
r
�ynj-n•5 G:. 4J r.
o .N
'/ �• �:,��•.,'• 4ti�a Lyndon F.Schmidt,P.E.
�.,•,.,;.� t� a°'s:"_�-,' FL PE No.43409
/Es p 1r� m 1/21/2015
Sheet 1 of 1R'Krub,,;,�>
,y
125'MAX.OVERALLFRAMEWIDTH(TWIN) Co=,�^�yi
lite`k/ 1"MULLION
67'MAX.SINGLE 67'MAX.SINGLE %N'• z ie O�
h
d
'Windows UNIT FRAME WIDTH UNIT FRAME WIDTH
YV
s =
Bringing ytt ahty to 1ighi *n` 0 2 Nib
10M Philipp ParkwayF
Sireetsboro,Ohio 44241 w I Y E m z
Mai m A
MHg 94i
♦ �a a,
a 4'
19044 ALUMINUM MULLION °W 's � o
z
J A
� N
/W 2 r,/fl
GENERAL NOTES 2 = w
N J
LB.
his product has been evaluated and is in compliance with tyre 5th Edition(2014)Aorido ilding Code(FBC)structural requirements,including the"High Velocity Hunicone Zone"HVHZ). SASH NOTSHOWNMULLED TWIN WINDOW UNITS SHOWNhen usedin the"HVHP',this product pf mulled together with"HVHZ impact rated windowsJ, FOR CLARf1Yomplies with Section 1 b04.t 2 of the FBC and does not require do impact resistant covering. (Multiples also approved)
U
3. Wood bucks by others,must be anchored properly to transfer toads to the structure an INV, €# a
^°s - .»'fir€ J-- -...•.-g Baia �,3�,�'"-.�
reviewed by the Building Official. N
IMP,
4.
rc,,41". 5.'
4. Separate product approvals for each glazing product used with these mullions must be ;
'-„ r"s '�' i a+ a, '�., �4°;'' Ab..,r.k ..x x ,Y'.. T31^„x;e{.J� :....tt s ....,,. _
submitted along with this mullion product approval.The design pressure rating of the . „, ,. w 34 34
assembly shall be the lesser of the bad capacity of the mutton as specified using this 1, ' '• 50 48 46 44 42 40 34 38 37 36 35 35
approval or the design pressure rating of the individual glazing products used. 37 36 36 35
�8� 52 50
48 46 44 42 41 40 34 38
39 38 7 37
5. Anchoring of each glaring product to the mullion shall be as shown in this drawing or as -43 �' 55' 53 50 48 46 45 43 42 di 40 34 34
shown in each individual glazing product approval,whichever is more stringent. r i 7 a St3 55 53 51 44 47 45 44 43 42 41 40
62 54 56 54 52 51 44 48 4b 45 44 43 42 42
6. Mullion anchor embedment to base material shall be beyond wall dressingor stucco. 46 dd 45
65 62 54 57 55 54 52 51 44 48 47 49 48
7. Any conditions not covered in this evaluation ore subject to separate engineering
evaluation. "rt b9 b6 63 bl 54 57 55 54 52 51 50 52 52
T3 70 67 d5 63 61 54 58 56 55 54 53
57 56 66
8. flue in m components,Including fasteners,shall meet the requirements of Section 2003 of _ 75 75 Tl b4 67 6S 63 62 60 54 58 67 60 ea
75 TS TS 74 72 70 68 66 65 63 62 d2
TABLE OF CONTfMS 67 6S b5
SHEEttt DESCRIPAON % i-7b%,1 75 T5 75 TS 75 75 73 71 70 64 72 71 70
t
Typical elevolions,design pressures&general notes { 75 79 75 75 75 75 75 75 Td 73
2 Mullion details&cross sections "r6y 75 75 76 75 T5 75 75 75 75 75 T5 75 75 75 i—
6
0.5" Shown with Soft-Ude *
an
fixed casement trams under ,Q : '•. 'y,n
separote approval. #10 X 5/8"PPH SMS : r
4SEN
__• b �:4i
.0 a
Zo '
V;. �� om
1.436" z d m o
U n••Z
0.5, C o Z Z U
0.727' c
o.a7z' g t g 9 m c W
0.125' a � m aa�
°_
1 HORIZONTAL Ca
d MUWON19044 2 anchor clip
I 6063-TS ALUM.
(4)Mullion Bracket anchors
required into substrate o
(See ANCHOR SCHEDULE) �N
F�-2.75 `30
Refer to separate window approval for quantity,location a
S.S &Size of anchors required to fasten window frame to mullion. z o y
ANCHOR BRACKET(18102) At a minimum,use#10 PPH Self-drilling SMS located 6"from z zrn
each end and spaced IW max.o.c.(a min.of 3 ftveads N No
6063-TS ALUM. must protrude itvough the mullion face).
o 0
plUlll s
nn a a
DO
Note: a a m
WINDOW UNIT NOT o �
y MULLION(19044) SHOWN FOR CLARITY "
0
t >� N
#l0 x 5/8 PPH SMS 2 HORIZONTAL CROSS SECTION w o
2 through muuion 0
m ANCHOR BRACKIET(18102)
6 1 R
f3 �v iaE��'cs� a�.ik�cur,.�»%.EM �D13fAN�r�wSPAC1�NG'�R m� F
/ #12PFHWOOD SCREw1'pMIN. 1-I/T'MM. z
SUBSTRATE (4)Anchors required into substrate � k a 1N DIA PFH 'Z
4SMS
(See ANCHOR SCHEDULE) ONCREE rrWBUILDIX TAPCONWleMIN. 2-1/T MIN. IJ/!'MIN. oar¢:10 76 123 ANCHOR BRACKET DETAIL sem: N.T.S.
If 10 X 5/8" 2 aC-lz•u HDRILUN I KWIREW AETHROs M.BY: JK
m
SflFDRALNGSCREW JSHALLPROTRTHSTEELUOETRAYE N 1'MIN. 1-1/2 MB1. ;
€ (2 EACH FACE) ao rxesrmwaslaAlE CHIC.Br. LFS
WOOD FRAMING IS.G.>=0.55) owAx�Hc n
BRACKET-TO-MULLION DETAIL CONCRETE CONFORMING TO ACI 301(3,000 PSI MIN.)OR HOLLOW BLOCK CONFORMING 10 ASTM C90 FL-16026.2
STEEL CONFORMING TO ASTM A653,16 GA..0.060'MIN.THICKNESS(FY=33,000 PSL Fu=45,000 PSI) [av
p sHEEr 2 of 2 9
v
d