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F, FL# FL15780 R4
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
jtinker@soft-lite.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Winda S
Subcategory Double Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
IJ 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.
E Validation Checklist-Hardcopy Received
Certificate of Independence FL15780 R4 COI CERTIFICATE of INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2008
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2006
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 04/29/2015
Date Validated 04/30/2015
Date Pending FBC Approval 05/10/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung Window-(X/X Configuration)
Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R4 lI Inst 15780.1.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R4 AE EVAL 15780.1.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
p c r
15780.2 b."5400 DHS4(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R4 II Inst 15780.2.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R4 AE EVAL 15780.2.13df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
1578 . c."5 00 H54(G5405)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15780 R4 II Inst 15780.3.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 15780.3 for Design Pressure Ratings,any FL15780 R4 AE Eval 15780.3.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Hung Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R4 II Inst 15780.4,odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R4 AE EVAL 15780.4.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15780.5 [Hung
5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration)
Window
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15780 R4 II Inst 15780.5.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 15780.5 for Design Pressure Ratings,any FL15780 R4 AE EVAL 15780.5.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
eack 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
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Florida Building Code Online Page 3 of 3
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 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 click here,.
Product Approval Accepts:
®R9 M
Sl'CIIf I lY3UCI7t1C'a
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e1 SA1nEOW... 7/2/2015
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
Product / /IReport1 i i
Date: April i
,2015
Product Sub Category Manufacturer Product Name
Category
Soft-Lite LLC "5400 DH54 r(G5405)"
Windows Double Hung 10250 Philipp Parkway Double Hung Window
Streetsboro,OH 44241 "Non-Impact"
(330)528-3400
Scope: This is a Product Evaluation r rt IssuebyBuilding Consultants,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 orin 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
excluding 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 areas requiring wind borne debris protection this product must be protected with an impact resistant covering that complies
with Section 1609.1.2 of the FBC.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-15780.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-15780.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratory Signed by
T163-15 AAMA/WDMA/101/I.S.2/A440-11 Farabaugh Engineering&Testing Patrick J.Farabaugh
2. Drawing No. Prepared by Signed&Sealed by
No.FL-15780.2 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.
5. Quality Assurance
Certificate of Participation issued by Farabaugh Engineering and Testing,
Inc,certifying that Soft-Lite LLC is manufacturing products within a quality
assurance program that complies with ISOIIEC 17020 and Guide 53. rF
�.n ': �°� ,,'✓ `iii
Lyndon F.Schmidt,P.E.
FL PE No.43409
4/29/2015
Sheet 1 of 1
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GENERAL NOTES X J
1. This product has been evaluated and is in compliance with the 5th Edition 0 o a
(2014)Florida Building Code(FBCf structural requirements excluding the"High / o �a
M Velocity Hurricane Zone"(HVHZ(.
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2. Product anchors shall be as listed and spaced as shown on details.Anchor 'm
embedment to base material shall be beyond wall dressing or stucco.
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3. When used in areas requiring wind bome debris protection this product is
required to be protected with an impact resistant covering that complies with o
Section 1609.1.2 of the FBC. N U)
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4. For 2x stud framing construction,anchoring of these units shall be the same as N
that shown for 2x buck masonry construction.
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5. Site conditions that deviate from the details of this drawing require further a
engineering analysis by a licensed engineer or registered architect. Z
" MAX MAJ( GL4SS;, DES(GN:PRESSURE(PSFJ ^w i
TABLE OF CONTENTS FRAME 26-
O TYPE'
SHEEN DESCRIPTION _,DIMENSION DIMENSION POSITIVE NEGApYE N o
1 Typical elevations,design pressures and general notes 54,0"X 76.0" 45.0"x 32.31" G1 +35.0 -35.0 z o°
2 Horizontal and vertical cross sections f=f=Nf= — 6124113
3 Buck and Frame anchoring
4 Bill of materials,components and glazing details 44.0"X 63.0" 35.0"x25.81" G1 +50.0 -50.0 soca N.T.S. °
5
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FL-15780.2 0
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QSOFT—LITE WINDOWS P.E.Lyndon NoF434081dt i� S. .......AL
Io Ij ` ;y PART OR ASSEMBLY: L��////BUILDING CONSULTANTS' INC.
I.N7� u! W 1 —472-171-5—
a UPDATE TO 5TH ED. 2014 FBC JK HORIZONTAL AND VERTICAL c/l�V V P.O. Box 230, Valrico, FL 33595
N NO DATE BY CROSS SECTIONS Phone No.: 813.859.9197
REVISIONS FSPE C.A. No. 9813
0 2013 R.W.BUILDING CONSULTANTS INC.
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MASONRY
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ANCHORS THRU E2
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g' CONCRETE ANCHOR NOTES: ' Of
I.Concrete anchor locations at the comers maybe adjusted to maintain the min.
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
4 �
maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the"MAX.ON CEMER"dimension are not exceeded.
3. Concrete anchor table: a
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ANCHOR ANCHOR MIN MIN CLEARANCE MIN CLEARANCEw '
TO MASONRY TO ADJACENT a m
TYPE: SIZE EMBEDMENT E4GE ._-:i ANCHOR Z 0
ITW DA
® 1/4" 1-1/4" scuE N.T.S. o
ELCO BwG•BY: JK m
ULTRACON® T/4" 1-1/4!' 1" 4" CW_BY. LFS 3
WOOD SCREW INSTALLATION NOTES: DRAMNG ND;
1.Maintain a minimum 518"edge distance,I"end distance,&I"a.c.spacing of FL-15780.2
0
b wood screws to prevent the splitting of wood. sHm 3 or 4 N
6
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BILL OF MATERIALS ````,`��� rrr �i
ITEM U DESCRIPTION MATERIAL %.1% ' '.. , m
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A 1X BUCK SG>=0.42 WOOD 231" '�� s -1 m
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B 2X BUCK SG>=0.42 WOOD 0'0 r�
C 1/4'MAX.SHIM SPACE 1.35' 'Ni7 z° rc0- o'm
D 114-X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 0 �GLAZING BEAD �� 'yy� z
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI �J ���� Ch'.`� >>m m
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE D 0.065' ���r/rIL'*r�������` 0 rr)°°i
F #8 X 2-1/2"PFH WS STEEL f--1.37'--I y b o°1 0
G 114'X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
H #8:X 13/4"PFH WS STEEL 0.08" 8.0 w
PLAIN RAIL a E "t 5 6 r m
J 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL t�8 -- a a m a a 2
K #10 X 1-1/2"PFH SMS STEEL TU REfNFORCEMENT a
I FRAME" PVC °Z
4 HEAD ADAPTER' PVC r�
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5 HANDLE RAIL` PVC
6 KEEPER RAIL' PVC 1.87' 2.75 w
7 LOCK RAIL' PVC 2.13" v, a
8 PLAIN RAIL` PVC 3 �¢
9 GLAZING BEAD' PVC o
10 REINFORCEMENT(6063-T5 ALUM.) ALUM. nO.065' z
11 SILL ADAPTER' PVC20 PUSH BUTTON SWEEPLOCK - I 21 PUSH BUTTON SWEEPLOCK KEEPERHEAD ADAPTER 23 #7 X 3/8"PFH MS STEELo 0
25 TILT LATCHo
26 #6 X 1"PFH TEK SCREW1.76"THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS".
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FRAME
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1"GLASS BRE 7/8"THICK 0.98" to
1/8"ANNEALED 1.44"-�{
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1/8"ANNEALED } a o m
LL STEEL INTERCEPT SPACER �❑ DATE 6/24/13 i
1.7
GLAZING TAPE I -1.51"--I L �� N.T.S.
--1.76"-- DWG.er. JK ]
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HANDLE RAIL
g G1 GLAZING DETAIL 15 16
� SILL ADAPTER CHK BY: LF
KEEPER RAIL S +.
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