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WS-18-3042Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS-10-18-3042
Permit Type: Windows/Shutters
wark Classification: Window/door Replacement
Permit Status: Approved
Issue Date:12/03/2018 1 Expiration: 06/03/2019
Location Address Parcel Number
46 NE 101ST ST, Miami Shores, FL 33138 1132060131360
Contacts
JULIE KANG Owner NEWSOUTH WINDOW SOLUTIONS Contractor
46 101 MARK HUDAK
Home: 3053225441 1401 S STATE ROAD 7, NORTH LAUDERDALE, 33068
Business: 9549358300 lauderdale@newsouthwindow.com
Mobile: 5614020758
Description: REPLACING 17 IMPACT WINDOWS Valuation: $ 20,000.00 Inspection Requests:
Total Sq Feet: 0.00 Q1 I
Fees
Amount
Application Fee - Other
$50.00
CC F
$12.00
DBPR Fee
$4.05
DCA Fee
$2.70
Education Surcharge
$4.00
Scanning Fee
$9.00
Technology Fee
$6.75
Windows/Shutters Fee
$220.00
Total:
$308.50
Payments Date Paid
Amt Paid
Total Fees
$308.50
Check # 0030 12/03/2018
$258.50
Check # 0012 10/03/2018
$50.00
Amount Due:
$0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named,ggntractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor /
d"'3.I
Date
December 03, 2018 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (30S) 762-4949
BUILDING
PERMIT APPLICATION
dBUILDING ❑ ELECTRIC ❑ ROOFING
OCT 0 3 018
FBC 20
Master Permit No. s 18 -304Z
Sub Permit No.
REVISION ❑ EXTENSION ❑RENEWAL
[PLUMBING MECHANICAL FIPUBLIC WORKS []CHANGE OF
CONTRACTOR
JOB ADDRESS: 46 NE 101 St
[:]CANCELLATION ❑ SHOP
DRAWINGS
33138
Folio/Parcel#:1132060131360 Is the Building Historically Designated: Yes ___ NO
Occupancy Type: _ Load: _ Construction Type: Flood Zone: _ BFE: _ FFE:
OWNER: Name (Fee Simple Title holder):Julie Kang Phone005-322-5441
Address:46 NE 101 St
City: Miami Shores
State: FL Zip: 33138
Tenant/Lessee Name: Phone#;
Email:
CONTRACTOR: Company Name: NewSouth Window Solutions Phone#: (954) 935-8300
Address: 1401 South State Road 7
City: North Lauderdale State: FL Zip: 33068
Qualifier Name: Mark Hudak
Phone#;
State Certification or Registration #: CRC1331905
Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: S_ , n l l ; t /� I Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New E�fRe air Re lace
p / p ❑ Llernolition
Description of Work:
Specify color of color thru tile:
Submittal Fee $ 081 A Permit Fee S CCF $ CO/CC S
Scanning Fee $
Radon Fee $
DBPR $
Notary $
Technology Fee S Training/Education Fee $ Double Fee S
Structural Reviews $ Bond $ .Sd
TOTAL FEE NOW DUE $ Z S
(Rev1sed02/24/2014)
Jr
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip__
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction, I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signaturetz— Signature_ _-g�
OWNER or AGENT
The foregoing instruments was acknowledged before me this
— I day of; rJI ( \/t ,� , 20IL—, by
who is personally known to
me or who has produced V as
identification and who did take an oath.
NOTARY PUBUC:
CONTRACTOR
The foregoing instrument was acknowledged before me this
—1 —1 day of 20 1t—, by
— da&who is personally known to
me or who has produced
identification and who did take an oath.
NOTARY
as
Sign:
1d----
Sign:
\v\/V VVp . - v
Print:
Print
Sea l:tp0.Y°PCB
KIMBERLYHUDAK
Seal:
, o
`_:
ANGIE Y. BEATO
°° MY COMMISSION #GG112502
.° :
r
Notary Public - State of Florida
EXPIRES: JUN 07, 2021
N« ��
�;�
Commission # FF 962420
Comm. Ex Tres Feb 18, 2020
Bonded throw h 1st State Insurance
oQyO°�
,, OFFS
M y P
APPROVED BY
jZ
---
Plans Examiner
_—
----Zoning
Structural Review Clerk
(RevisedO2/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Ackno 1 dgeme
1�1 001- �4 UoM,
Qualifier/Owner Signature Date Print Name
Opening
I Size
(W x H)
1.
Single hung
45 x48
(Bd—)
2.
Single hung
17 1/4 x 36 314
(Bath)
3.
Horizontal slider
72 1k x 62
(Living -)
4.
Single hung
51 3/4 x 37
(Bd—)
5.
Single hung
35 x 61 1/4
(Bd-)
6.
Single hung
46 1h x 45
(Kitchen)
7.
Single hung
17 3/4 x 24 3/4
(Bath)
8.
Single hung
35 3/4 x 37
(Kitchen)
9.
Single hung
51 314 x 37
(Patio)
10.
Single hung
35 x 37
(Patio)
11.
Fixed window
51 3/4 x 37
(Patio)
12.
Fixed window
51 314 x 37
(Patio)
13.
Single hung
51 3/4 x 37
(Patio)
14.
Single hung
35 3/4 x 49 114
(Master)
15.
Single hung
35 314 x 4 9 1/4
(Master)
16.-
Single hung
17 3/4 x 24 3/4
(Bath)
17.
Single hung
35 314 x 49 1/4
(Closet)
12 11 10
ti�c
1
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NOT TO SCALE
ATE:
Sep 20, 2018
FOE MSCRIPTON:
Site Plan
1
M Q m , S ftOytS - PRODUCT APPROVAL REVIEW FORM PAGE ` OF
CONTRACTOR NA'3E :. 4 � O ;�� SITE ADDRESS : n I �-� . PERMIT # :
OPENING PROD
LOCATION ACCEPTANCE NU14BER
bd� r)
R5,(. u
a
b 14-i-)
i 351
3
t;iv Rm
l U $ `ta
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9
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i LQs5 I
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1 � �5 I . �.o
4.
PRODUCT APPROVAL PRESS. RATING READ.
DESIGN PRESS. RATING FOR SPECIFIC OPEN.
(+) PSF I (-) PSF I (+) PSF
(-) PSF
55
55
55
155
55
55
55
55
55
L0
(00
5s
55
(.05
�05
(05
(D5
L5
U5
�5
OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS
��.
4i,�
� 8
L+
L4
4t:o
3"1.8
41.0
SHEETS. IDENTIFY V=R
(A, Al, A2 , ETC.) .
OPENING SIZES
WIDTH X
HEIGHT
t5x 4e
5 i X 57
35x�L-�
�{-tv X ``1'5
?5x��
35)(37
5ix57
5i x 3�
51X3-7
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ARE:k.
SQ AtT •
•.•.••
115 ....
Lt
14.3o
02- Is
g .9q
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1: to
II-g1
3HDTTERS
REQUIRED?
ZdNE #• Y/N
4
4
4
4
i
�I-
4-
L4
0,
••
M a m i S �qOy-c - PRODUCT APPROVAL REVIEW FORM PAGEF
CONTRACTOR NWE ' SITE ADDRESS: 4LPIy�
Y V - PERMIT #
`• 3.
OPENING PRODUCT PRODUCT APPROVAL
LOCATION ACCEPTANCE NUMBER DESIGN PRESS -RATING
(+)PSF (-)PSF
PRESS. RATING REQD.
FOR SPECIFIC OPEN.
(+) PSF
aser+'
i�ah
ra
55
05
I C I,
55
(D5
3
OPENING SIZES
WIDTH X
HEIGHT
4 x 4cl
4 . u 35x 4')
OPENINGS FROM BOTTOM TO TOP WITH SUB NUMBERS N bt1EETS. IDENTIFY
(A, Al, A2, ETC.).
SQ FEET •
..•
SHUTTERS
REQUIRED?
•.•.
Y N.
5
ENGINEERING
lb(
EXPRESS
160 SW 12th AVENUE, #106
DEERFIELD BEACH, FL 33442
PH: (954) 354-0660 FAx: (954) 354-0443
WWW.ENGEXP.COM
Wind Load Calculation
ASCE 7-10 Ch 30 Wind Loads - Components and
Cladding
6th Edition (2017) Florida Building Code
Site Information
Owner: Julie Kana
Wind Speed (V):
170 MPH
Exposure Category:
C
Velocity Pressure Coef. (Kh):
085
ASCE 7-10 CIF. 30.3.1 Table 3a3-1
Directionality Factor (Kd):
0.85
Topographical Factor (Kzr):
1.0
Structure Information
Risk Category:
II
Building Classification:
Enclosed
Int. Pressure Coef. (GCpi):
0.18
ASCE 7-10 Table 26.11-1
Mean Roof Height (h):
15 ft.
Roof Slope (8):
Sloped
Roof Slope Coefficient (0c):
1.0
Min. Building Dim. (L):
25 ft.
End Zone Distance (a):
3 ft.
Fated in accordance with:ASCE 7-10.
30. Wind Loads - Components and Cladding
Edition (2017) Florida Building Code
© 2018 E-Tempest.com
ID: newsouthftl-P1314
09/20/2018
Page 1 of 1
Device Design Pressure:
Velocity Pressure (qh): ASCE 7-10, Chapter 30.3.2
qh = 0.00 (qh = .00256 Kh KZT Kd Vz)
Design Wind Pressure (PMAx+, PMAX-): ASCE 7-10, Ch. 30.4.2130.6.2
h<_60 ft.
Max Positive Pressure (PMAx+) PMAx+ = gh(E)c GCppos + GCID)
Max Negative Pressure (PMAx-) PMAx- = gh(eD GCpw - GCpI)
h>60 ft.
Max Positive Pressure (PMAx+) PMAx+ = (qz GCppm) + (qh GCpI)
Max Negative Pressure (PMAx-) PMAx- = (qz GCppos) - (qh GCpI)
Device CalculationS:ASCE 7-10. Chanter 30. All Subsections
Zone
(a=3 ft.)
Tributary
Area
GCp+
GCP-
Pmax+
(lb/ft2)
PD'a -
(lb/ft2)
Openings
Internal (zone 4)
ALL
1.0
-1.1
37.8
-41.0
1-17
End (zone 5)
ALL
1.0
-1.4
37.8
-50.6
• �t� SE O %
22
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OM ERSED OR NPLIED,GOFFERED ASTO THEVALDITYOR APPLCABLRYOF ANYAMOPOSTD SYSTEAOR CNPONENTUSED ALONG WITH THESEPRES URESAUL PRODUCTSSHML DENSTALLED N STR"CORDANCE WITH
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CONTRACTOR STOVEMFYNI FIELD DMENSONSFRIONTONSTALIATON. /ENGINEER "Up�
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•ALTEUTONSADDITONSOR OTHER WRMOSTOTISDOCULENTMENOTFBIMIITTD AND NVALDATEOUR CERTIFICATION
VALID FOR
JOB ONLY
Florida Building Code Online
Page 1 of 5
BCIS Home ;Log In ; User Registration Hot Topics Submit Surcharge stats & Facts Publications Contact Us BCIS Site Map Links Search
bo'
f Product Approval
USER: Public User
� �rudg4l_[,ppry�yal Menu > Product or Application Search > Ap ?i ILUtign51
> Application Detail _{.{ � 1
FL # FL16851-R7
Application Type Revision
Code Version 2017 I( q( 10 ' I
Application Status Approved
Comments I I I
Archived
Product Manufacturer NewSouth Window Solutions
Address/Phone/Email 4901 oak fair blvd
tampa, FL 33610
(513)284-0129
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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 Lyndon F. Schmidt
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan J. King, P.E.
' Validation Checklist - Hardcopy Received
Certificate of Independence FL16851 R7 COI (d) Certifi{ate of indeoendenca odf
Referenced Standard and Year (of Standard) Standard Year
AAMA/ W D MA/CSA 101/ I. S.2/A440 2011
AAMA/ W D MA/CSA 101/ I . S.2/A440 2008
ASTM M-086 • • • • • • • • • 2005
ASTM•E1996 • •• • • • • •• 2006
• •• • • • • •••
ASTM E1a96 • • • • • • • • •• 2009
TAS �i, 20•L0103 • • • • • 1994
Equivalence of Product Standards • • • • • • • 000
Certified By • • • • • • • • • •
• • • • • • • • • •
• • •• • • • • • ••
Sections from the Code • • 090
• • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
https://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtmmTSTNdV Psaefo... 9/20/2018
Florida Building Code Online
Page 2 of 5
Product Approval Method Method 1 Option D
Date Submitted 06/07/2018
Date Validated 06/26/2018
Date Pending FBC Approval 06/27/2018
Date Approved 08/15/2018
Summary of Products
Go to Page = a 0 0 Page 1/ 2 0 0
FL # I Model, Number or Name Description
16851.1 a. 9400 Single Hung Window Extruded Vinyl "Non -Impact" Single Hung Tilt Window New
Construction with Nail Fin (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16851 R7 II (b) Inst 16851.1.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 16851.1 for Design Pressure Ratings, any
FL16851 R7 AE (b) Eval 16451 1 ocif
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.2
b. 9400 Single Hung Window
Extruded Vinyl "Non -Impact' Single Hung Tilt Window with
Flange (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16851 R7 11 (b) Inst 16851 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 16851.2 for Design Pressure Ratings, any
FLLI.6657__ R7 AEi. (!) Fvai 168.51..2.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.3
c. 9450 Single Hung Window
Extruded Vinyl "Impact' Single Hung Tilt Window New
Construction with Nail Fin (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16851 R7 11 {b) Inst 1.6851.3.pdf
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 16851.3 for Design Pressure Ratings, any
f 116 51,,,,_It7..._F3E......(b)„tya,i.._lti 51.:.3,..pclf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.4
d. 9450 Single Hung Window
Extruded Vinyl "Impact' Single Hung Tilt Window with Flange
(O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F..16851,,,,,R:..._1C_.,.,(1 1„rn_st.._1�f;5.1,,1,,,Iadf
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 16851.4 for Design Pressure Ratings, any
FL16851 R7 AE (b) Eval 16851.4.od,f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.5
e. 9450 Single Hung Window Impact
Rated - HVHZ
Extruded Vinyl "Impact' Single Hung Tilt Window New
Construction with Nail Fin (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16851 R7 11 (b) Inst 168515 ndf
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 •
EY.Vyatjpn•Repprts• • ••
Other: See INST 16851.5 for Design Pressure Ratings, anir
FL16t357r RiF AE •bLv� 1�851.5.odf
additional use limitations, installation instructions and prodE�t
Cre`a:ed•Hy':n(:epgndrgt:Fh r4 Party: Yes
particulars.
• • • • • • • •
16851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact' Single Hung Tilt Window with Flange
Rated - HVHZ (O/X - configuration)
Limits of Use • - •
Approved for use in HVHZ: Yes • •
•
Approved for use outside HVHZ: Yes • •
Impact Resistant: Yes •
Design Pressure: N/A
Other: See INST 16851.6 for Design Pressure Ratings, any
•
•
•
•
L•rified 8y: Lylhddh F. SdhrAdt, r.t`. 43409
treated bylnde�endentArd Party: Yes
Evaluation Reports
FL16851 R7 AE (b) Evaf 16851 6.ocif
Created by indepen4lent4-hird ftrty: Yes
•• •• • • • •• ••
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psacfo... 9/20/2018
Florida Building Code Online
Page 3 of 5
additional use limitations, installation instructions and product
particulars.
16851.7
g. 4400 Single Hung Window
Extruded Vinyl "Non -Impact" Single Hung Window New
Construction with Nail Fin (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16851 R7 IT (b) Tng 16851.7 ndf
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 16851.7 for Design Pressure Ratings, any
E-1169i51. R..... AE......(t),),._Evak.._i_[�ii5_i_,_I,.f)clf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.8
h. 4400 Single Hung Window
Extruded Vinyl "Non -Impact" Single Hung Window with
Flange (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL.1685.1._.. 7..._1.1.....(ci).inst,_1f;Fi51.,_3,,,gclf
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 16851.8 for Design Pressure Ratings, any
FL16851 R7 AE (d) Eval 16851 8
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.9
i. 4450 Single Hung Window
Extruded Vinyl "Impact" Single Hung Window New
Construction with Nail Fin (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16851 R7 1I (d) Inst 16851 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 16851.9 for Design Pressure Ratings, any
FL16851 R7 AE (d) Eval 16851 {_df
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.10
j. 4450 Single Hung Window
Extruded Vinyl "Impact" Single Hung Window with Flange
(O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16851 R7 11 (c) InSL 16851 10 pdf
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 16851.10 for Design Pressure Ratings, any
FL16851 R7 AE (d) Eval 16851 10.Ddf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.11
k. 4450 Single Hung Window Impact
Rated - HVHZ
Extruded Vinyl "Impact" Single Hung Window New
Construction with Nail Fin (O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16851 R7 II (b) Inst 16851. ]1, .
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 16851.11 for Design Pressure Ratings, any
FL16851 R7 AF.__Lbj_Ey l,._7,6851..1.l.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.12 I. 4450 Single Hung Window Impact Extruded Vinyl "Impact" Single Hung Window with Flange
Rated - HVHZ I (O/X - configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes LL.1.685]. F27_T_I _(b) Inst I08SI,12,1)dY
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 16851.12 for Design Pressure Ratings, any F: jt&51R7..._11E..,.,(U,),,_EV..}I.._i_(i85,11, .1,.P.Of
additional use limitations, installation instructions and product C•ealedebytindelpendMt`fh d Party: Yes
particulars. • •
• • • • • • •
•• • • • • •
16851.13 m. 4000 Twin Single Hung Window* Extcuiled \iiiyl "Non-I_Pnpact'•-*win Integral Mulled Common
Jamb Single Hung Window New Construction with Nail Fin
�(O/X I O/X - configuration)
Limits of Use • tallaV8q Instrrctio%d" • • •
Approved for use in HVHZ: No • • L16857 , R7 I • •
• • •_ t�Inst�6951.i�.�+tl(
Approved for use outside HVHZ: Yes • Verified B?: Ly1.1ddr F! SQ a:dt, �.�. 43409
Impact Resistant: No • • • �Peated % jndependent Third Panty: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.13 for Design Pressure Ratings, any E!,168.51 R7 AF (b) Eval 16851.13,p f
Created by Independent Third Party: Yes
• • • • • • • • • •
• •• •• • • • •• ••
A. • • • ••• • •
https:Hfloridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psacfo... 9/20/2018
Florida Building Code Online
Page 4 of 5
additional use limitations, installation instructions and product
particulars.
16851.14
n. 4000 Twin Single Hung Window
Extruded Vinyl "Non -Impact" Twin Integral Mulled Common
Jamb Single Hung Window with Flange (O/X I O/X -
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16351 R7 II Ib) Inst 16851.14.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 16851.14 for Design Pressure Ratings, any
FL16851 R7 AE (b) Eva] 16851 14 odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.15
o. 4000 Triple Single Hung Window
Extruded Vinyl "Non -Impact" Triple Integral Mulled Common
Jamb Single Hung Window New Construction with Nail Fin
(O/X I O/X I O/X - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F..L16i�51_..Ft7,16 51,,i5,.I)rif
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 16851.15 for Design Pressure Ratings, any
FL16851 R7 AE (b) Eval 16851_15_pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.16
p. 4600 Twin Mulled Single Hung /
Picture Window
Extruded Vinyl "Non -Impact" Twin Integral Mulled Common
Jamb Single Hung / Picture Window New Construction with
Nail Fin (O/X I O - configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Ft.16851 R7 11 (b) Inst 1.6851.1.6.pdf
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 16851.16 for Design Pressure Ratings, any
(:L16fl5.1ftI_._AE.__(h)._Eyal.,_f S_51.,_16.,.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.17
q. 4600 Twin Mulled Single Hung /
Picture Window
Extruded Vinyl "Non -Impact" Twin Integral Mulled Common
Jamb Single Hung / Picture Window with Flange (O/X 10 -
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16S51 R7 II (b) InsL 16851 17 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 16851.17 for Design Pressure Ratings, any
F1.16851. R7 AE (h) Fval 16851 1 7 odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.18
r. 4800 SH/SH/SH - Triple Single
Hung
Extruded Vinyl Integrally Mulled Triple Single Hung Windows
with Flange; (O/X I O/X I O/X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Ft.16851 R7 II (b) Inst 1.6851.18.pdf
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 16851.18 for Design Pressure Ratings, any
I: L1 1, 1...._kl..._AE.....(h)„ty,a.l.._ Ffi51,;_1£),:.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16851.19
s. 4900 SH/SH - Twin Single Hung
Extruded Vinyl Integrally Mulled Twin Single Hung Windows
with Flange; (O/X I O/X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
EL16851f27_._1L....(cJ,)._1nsf.._16fi5_i,19
Approved for use outside HVHZ: Yes •
P Verified dy:•Lyndbn F!Sdhrjl i-P.E. 43409
Impact Resistant: No •
Creal:d by jndgpeZdept third Party: Yes
Design Pressure: N/A • •
Evaluation aeports • • • •
Other: See INST 16851.19 for Design Pressure Ratings, anY
limitations,
DFLI 15160- A?.A) �:14,k?.19.ndf
additional use installation instructions and producf
Created by Independent Third Party: Yes
particulars.
16851.20 t. 4900 SH/SH/SH Triple Sin g• • *46uded y nyl Integrally d♦ulled Taple Single Hung Windows
Hung ,, • with Flange• (WK IV/j I P/1con:guration)
Limits of Use • • 144tallatW jn1tjuctions• • •
Approved for use In HVHZ: No • FL16851 R7 I1 (d) Inst 16851 20 odf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third P rty: Yes
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV Psacfo... 9/20/2018
Florida Building Code Online
Page 5 of 5
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.20 for Design Pressure Ratings, any A 1.6851. R7 AE (d) Eval 76851..20.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
Go to Page �.7:] a 40 43 Page 1/ 2 42 0
....................
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 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
click here_
Product Approval Accepts:
® cLhr¢k
Credit Care!
Safe
•• ••• • • • • • ••
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• • • • •••
• • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • •
••• • • • • ••• • •
• • • • • • • • is •
• • • • • • • • • • is
••• • • • ••• • •
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtmmTSTNdV Psacfo... 9/20/2018
no
'..,. Ilewsunth
WINDOW SOLUTIONS
4901 O l'Fair Blvd., Tampa, FL 33610
9450 Single Hung Window
IMPACT RATED - HVHZ
w/ Flange
GENERAL NOTES
I . This product has been evaluated and is in compliance With the 6th Edition
(2017) Horida Building Code (FBC), including the "High Velocity Hurricane
Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor
embedment to base material shall be beyond wail dressing or stucco.
3. When used in the "HVHZ", this product complies with Section 1626 of the Florida
Building Code and does not require an impact resistant covering.
4. For 2x stud framing construction, anchoring of these units shall be the some as
that shown for 2x buck mosonry construction.
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
.. ............. _. _......_._ -
TABLE OF CONTENTS
SHEER
DESCRIPTION
I
Typical elevations, desi n pressures & general notes
2
Vertical & horizontal cross sections
3
Vertical & horizontal cross sections
4
Buck & frame anchoring
5
Components
6
B61 of materials and glaring details
VAA\tiillillll
J\\\ 'k llll�ii
_...._..._ $ 'MAX. OVERALL FLANGE WIDTH --
= 45:: g v:
54 MAX. OVERALL FRAME WIDTH. ' S z
�jh \\\\ z n m d
••••••000000
"�' •Mr mda�
O •••• 00•.1• o•S.�
• • • V cW
_ •••• •••• Aa=••
W •
x
ill ? e • • • • • • •
..__D a•�
.................................':............._...................__...._......................_......._......._.._... I • • • • • •
xo ,'r.', • • z
j �00
Win � Qto
a
MAX. OVERALL
MAX. OVERALL
MAX
MAX
DESIGN PRESSURE
DAY LRE
DAY UTE
GLASS
FLANGE
FRAME
DIMENSION
DIMENSION
TYPE
(PSI)
POS.
I NEG.
DIMENSION
DIMENSION
(OPERABLE)
(FIXED)
55.0" X 77.0"
54.0" X 76.0'
47.25" x 34.38"
49,75" x 34.5
Gl, G2
+55.0
-65.0
38.0" X 63.0"
37.0" X 62.0"
30.2F x 27.38"
32.75" x 27.5"
G1, G2
+65.0
-85.0
Note: This product, when used with Gl glazing, is not approved for use above 30 feet in the "HVHZ".
c: 2119114
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FL-16851.6
n 1 of 6 g
Note:
1. Lock and keeper located 7` from
each end of lockimeeWV mi.
1.1 fd• MIN
INTERI_gg
EXTERIOR
NOTE: Sheet Metal Screws must
INTERIOR
4 HORIZONTAL CROSS SECTION
Z Metal Stud Construction
1 HORIZONTAL CROSS SECTION
y I X Buck Masonry Construction
'MIN.
(TYP.(
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ILE N.T.S.
BY: JK
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avrc NO.: °
FL--16851.6 0
it 2 or 6 n
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011111111
NOTE: Sheet Metal Screws must %
penetrate a min. of 3 threads
.. . . ......... .... 4- F,
through at least 2 sheets of metal.
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21 z C,: 0
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HORIZONTAL CROSS SECTION 4 00 0
1" �3 ( �3) Metal Stud Conttn
Na
llote:
1. Lock and keeper located 7" from
each end of lock/meeting rag.
0
6
±55 PSF
EXTERIOR
MAX. DESIGN PRESSURE FOR ALTERNATE 2*0 (Typ) N,
EMB. (TYP.) j ANCHORING LOCATION SHOWN ON THIS SHEET
(FOR FRAME WIDTH > 3r OR FRAME HEIGHT > 621
RgINTERIOR
(�4)
�4)
2
8
21
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2
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OATE 2/79/14! EXTERIOR 20
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UE 1 HORIZONTAI CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION
2X Suck Mosorvy Construction $ 1 X Buck Masonry Construction 2X Suck Masonry Constriction FL — 1665 1.6 a
3 o, 6
h
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be odjusted to maintain the mim
edge distance to mortar faints.
2. Concrete anchor locations noted as "MAX. ON CENTER" mint be adjusted to
maintain the min, edge distance to motor Joints, odditionat concrete anchors
may be required to ensure the MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
W MAX. O.C. y NY' • `_ < °v� �; „
(TYP.} {TIP.} . . '�,>`'•� .�` , o ro m
tt
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F L 2X BUCK _� _......._.._ .... SA&6 • • • • • vE W •
• • • • 3d
1XBUCK •• •• •• • ••••
FRAME K STEEL STUD _ € : • • : • : • • •
�j— TYP. — — �— ' • • • • z� • • • •
i 2X SUB _ • • •
p� BUCK 00 • ••••• i �o
v MASONRY _ ( •• • w W Y z
-- SASH OPENING 1 z v^ C.CTSASH
a
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ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
RVf •
1/ 4'
1-1/C
r
4'
TAPCON
ELCO
1/4'
1.1/4'
1'
4'
ULTRACON•
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1"end distance. 3 l"o.c. spocing o/
wood screws to prevent the spitting at wood.
FRAME ANCHORING
z. 2119114 =
a. N.T.S. `-
er: JK
LFS 3
Ft_-16851.6 0
tr 4 or 6 ,,�
I---- 2.4" —
b MEEflNG RAIL
{ 0.39"
r 0.09" 0.09" r
I— 1.63"
t
LOCK RAIL
fV
.��.L
e OA4S
18 4 REINFORCEMENT 2 GUZ/NG lEAD
10 tOCK RAIL REINfORCEMENi
........ _.............l.6T ...._._.
0,125'
MEETING RAR REINFORCEMENT
13 TMIO RAl[ REINFORCEMEN/
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6 0
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SHEET $ OP 6 f�
BILL Of MATERIALS
am 1
DESCRIPTION
MATERIAL
B
2X BUCK (SG >= 0.55) — _......_._._-
WOOD __..
C
) /4" MAX. SHIM SPACE
D
1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACT
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
# t O X 2" PPH SMS (1-1 /4" MIN. EMBEDMENT)
STEEL _
G
M
2X STUD (SG >= 0.55)
WOOD
H
# 10 X 2-1/2" PPH SMS
STEEL
STEEL STUD Min. Thk .On' (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min,)
STEEL
K
# 10 PPH SELF -DRILLING SMS
STEEL
L
# 10 X 7' PPH SMS (I-IIT MIN. EMBEDMENT)
STEEL
1
EXTRUDED VINYL FRAME (465)' u w
RIGID PVC
2
EXTRUDED VINYL GLAZING BEAD (736A)'
— RIGID PVC
�3
EXTRUDED VINYL GLAZING BEAD (425A)'
-
RIGID PVC
4
SILL (469)' -W-
RIGID PVC
5�
STILE (438)'
RIGID PVC
6
MEETING RAIL (477)' -
RIGID PVC
7
LOCK RAIL (476)'
RIGID PVC
8
BOTTOM RAIL (485B)'
RIGID PVC
9
MEETING RAIL REINFORCEMENT
6063-T5ALUM
10
LOCK RAIL REINFORCEMENT
6063 - T5 ALUM
11
SASH LOCK
12
KEEPER
- 13
BOTTOM RAIL REINFORCEMENT
6063 - T5 ALUM
14_
HEAD ADAPTER (473)'
RIGID PVC
18
STILE REINFORCEMENT
6063 - T5 ALUM
20
WEATHERSTRIP
21
BALANCE COVER (468)
RIGID PVC
22
EXTRUDED VINYL GLAZING BEAD W/ DRIP EDGE (467)'
RIGID PVC
..._............... _.. ........................
24
BULB GASKET (AMESBURY)
FOAM
'THE APPROVED WHITt RIGID PVt; tXitRiUK tXIKUSIUNS I*UK WINUUWJ AKt IU ttt YKUUUGtu 8T
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
5/8"
GLASS BITE
GLAZING SEALANT
(SIKAFLEX-552)
_E
O!
o
Mw4,11.,
�N
!I!
\�••
• /4
OUN••••••
(�1
7/8 O A. GLASS THK.
gm c W
•
a r wbaa�.
• •
•
.Goes cz
.
0— 119"ANNEALED GLASS• • • • •
•
'» c • •
3d
0.090" SAFLEX• PVB IA11iItLAM!•iR
• •
4
�-. -
• •
• • • •
- I/8"ANNEALEDGtA:S • •
AIR SPACE • •
1/8" ANNEALED GLASS • •
METAL REINFORCED BUTYL •
Not opproved for use obove 30 feet in the "HVHZ".
Gi GLAANGGEfAtI
5/8, _
GLASS BITE
GLAZING SEALANT
(SIKAFLEX-552) - �}
Q
CD
C � I
G2 Gu69 otTArl
7/8" O.A. GLASS THK.
I/B'ANNEALED GLASS
O,W SAFLEX• PVB INTERLAYER
- I/8" ANNEALED GLASS
- AIR SPACE
- 1 Ar TEMPERED GLASS
METAL REINFORCED BUM
NOTE: GLAZING > 36" WIDE REQUIRES TWO (2) SETTING
BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1
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FL-76857.E
:u -jL or 6
R R W Building Consultants, Inc.
W Consulting and Engineering Services for the Building Industry
T} P.O. Box 230 Valrico, FL 33595 Phone 81.i.659.9197
CFlorida Board of Professional Engineers Certificate of Authorisation No 9813
Product
Category
Sub Category
Manufacturer
Product Name
NewSouth Window Solutions
9450 Single Hung Window
Windows
Single Hung
4901 Oak Fair Blvd
Impact Rated - HVHZ
Tampa, FL 33610
wt Flange
813 626-6000
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, R.E. (System ID # 1998) for
NewSouth Window Solutions, based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval.
Dept. 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 6th Edition (2017) Florida Building Code (FBC) including the "High
Velocity Hurricane Zone" (HVHZ).
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 "HVHZ", this product complies with Section 1626 of the FBC and does not require an impact resistant covering.
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-16851.6 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-16851.E for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
C9937.03-401-18
TEL 02031487
TEL 02031566
TEL 02031722
2. Miami Dade NOA
17-0712.05
3. Drawing No.
No. FL-16851.E
Test Standard
TAS 201, 202, 203-94
TAS 201, 202, 203-94
TAS 201, 202, 203-94
TAS 201, 202, 203-94
Testing Laboratory
Architectural Testing, Inc
Testing Evaluation Lab.
Testing Evaluation Lab,
Testing Evaluation Lab.
Materials Testing
Saflex• PVB Interlayer (Eastman Chemical Co.)
Preparedy
RW Building Consultants, Inc. (CA #9813)
4. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA#9813)
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management
Institute, certifying that NewSouth Window Solutions is manufacturing
products within a quality assurance program that complies with ISOtIEC
17020 and Guide 53.
Signed by
Shawn G. Collins, P.E.
William B. Shelton, P.E.
William B. Shelton, P.E.
William B. Shelton, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
•• •• • s1
• 0=•
•.�dfi ?its •
•
w• • �:9J�GkNiB�t►• •
Sheet 1 of 1 • • • • • • •
••
•
Lyndon F. Schmidt, P.E.
FL PE No. 43409
• 1011212017
Florida Building Code Online
Page 1 of 5
M"'*
r
BCIS Home 5 Log In j User Registration Hot Topics '. Submit Surcharge Stats & Facts Publications Contact Us BCIS Site Map Links Search
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Product Al DrOVai Menu > �gdyct oL�jQp�,�aS1.4R._S3sit5[I > ATy licat�n Lilt > Application Detail
• FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16842-R4
Revision
2017
Approved
NewSouth Window Solutions
4901 oak fair blvd
tampa, FL 33610
(513)284-0129
danochstein@newsouthwindow.com
Vivian Wright
rickw@rwbldgconsultants.com
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2019
Ryan J. King, P.E.
,�! Validation Checklist - Hardcopy Received
FL16842 R4 COI (c) Certificate of Independence odf
Year
AAMA/ W D MA/CSA 101/ I. S.2/A440
2008
AAMA/ W D MA/CSA 101/ I
2005
•.5.2/A440
• • 900
•• • • •
AAMA/WDMA/CSA1Q1/AS.47/AA40
•
•
• •
•
2011
ASTM €U986 • • • : : : •:
• •
2005
• • • •
ASTM F•L9 • 6 • • • • • •• •
•
•
• ••
2006
ASTM E1996
2005
ASTM E1996
2009
TAS P01, !S2►, 203 • •
•
• • •
1994
• • • • • • •
• • • • • • •
• • •• • • •
••• • • • • •••
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Florida Building Code Online
Page 2 of 5
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Method 1 Option D
04/11/2017
10/20/2017
10/23/2017
12/12/2017
Summary of Products
Go to Page = a 0 10 Pagel/ 20 m
FL #
Model, Number or Name
Description
16842.1
a. Series 9000 Model 9500 Slider
Extruded Vinyl "Non -Impact" Horizontal Sliding Window
XO
utilizing a Nail Fin Installation (XO or OX configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL.16842 R4 II (b) Inst 1.6842.I..pdf
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 16842.1 for Design Pressure Ratings, any
FL16842 R4 AE (b) Evai. 1.684=_j,,.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.2
b. Series 9000 Model 9500 Slider
XO
Extruded Vinyl "Non -Impact" Horizontal Sliding Window with
Flange Installation (XO or OX configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL,].Fj$42ft4,I;;jnst.,,l63;11 J,;,I cif
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 16842.2 for Design Pressure Ratings, any
fllfE ..2,,,,,R 7,,,,Ak......jf2.j-Eval__1Gi3. f1, 2,,.fidf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.3
c. Series 9000 Model 9550 Slider XO
Impact Rated
Extruded Vinyl "Impact" Horizontal Sliding Window utilizing a
Nail Fin Installation (XO or OX configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
1:116 42 R4 11 b Inst 1 842.3, df
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 16842.3 for Design Pressure Ratings, any
FL16842 R4 AE (b) Eval 16842.3.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.4
d. Series 9000 Model 9550 Slider
XO - Impact Rated
Extruded Vinyl "Impact' Horizontal Sliding Window with
Flange Installation (XO or OX configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R4 II U Inst 16842 4 lxif
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 16842.4 for Design Pressure Ratings, any
FL16842 R4 AE (b) Eval 16842.4.ocif
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.5
e. Series 9000 Model 9550 Slider
XO - Impact Rated - HVHZ
Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a
Nail Fin Installation (XO or OX configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes •
0 FL•tS142•R P II Pb) Irt-t t684t!3.odf
—`
Approved for use outside HVHZ: Yes ;
Verfii d yj of F:
Q }��yodo� F•Sc imydt, P.E. 43409
Impact Resistant: Yes •
Creetld Ey indepe%clohl Vhird•Party: Yes
Design Pressure: N/A . •
v066tiaq tehirts : : • • -
Other: See INST 16842.5 for Design Pressure Ratings, any
f1..166i?42f2 }_ AE (b} Evai 16842..S.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.6 f. Series 9000 Model 9550 Sliclgr•XU truled•Vjnyl 1 ac " libri ontA1 Sliding Window with
Impact Rated - HVHZ • i ge IrktallatiDn X or•O •con4gilrations)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL.16842_ R4 11 (b) Inst 1.6842_6,pddf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes • C&atedby jnd*8penaentThird I'.P,rty: Yes
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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Florida Building Code Online
Page 3 of 5
Design Pressure: N/A I Evaluation Reports
Other: See INST 16842.6 for Design Pressure Ratings, any F1
1.6842 R4 AE (b) Eva! 16842.6.1)(if
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16842.7
g. Series 9000 Model 9500-3 Slider
XOX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window
utilizing a Nail Fin Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Fl,:.1.68�}2,..._R4..._1[......(.b..)„liist._t.fiS41,;Zepdf
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 16842.7 for Design Pressure Ratings, any
f:L16$-.#2....fj4,,,,AE,,,,,(b),_EyS�.I.._16;g2,.I,,.pcif
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.8
h. Series 9000 Model 9500-3 Slider
XOX
Extruded Vinyl "Non -Impact' Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
f;:L168,1.2_..f2g.._.IT..,._(1�)_1nsT,.,U1t41.8.,'df
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 16842.8 for Design Pressure Ratings, any
FL16842 R4 AE (ti) Eval 16842.8.odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.9
i. Series 9000 Model 9550-3 Slider
XOX - Impact Rated
Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a
Nail Fin Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R4 II (b) Inst 16842.9.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 16842.9 for Design Pressure Ratings, any
FL16842 R4 AE (b) Eval 16842.9.1)df
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.10
j. Series 9000 Model 9550-3 Slider
XOX - Impact Rated
Extruded Vinyl "Impact' Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R4 II (b) Irsst 16842,10.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 16842.10 for Design Pressure Ratings, any
Fl. 16842 R4 AE (b) Eval 16841 _]. hpdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.11
k. Series 9000 Model 9550-3 Slider
XOX - Impact Rated - HVHZ
Extruded Vinyl "Impact' Horizontal Sliding Window utilizing a
Nail Fin Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F.I.6842. R4 IT (b) Inst 16842.ri..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 16842.11 for Design Pressure Ratings, any
FL16$ft2..._k<1..._F)E..._( ). Eval._16842._11,.pcif
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.12
I. Series 9000 Model 9500-3 Slider
XOX - Impact Rated - HVHZ
Extruded Vinyl "Impact' Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
(__L_16842.._R4..,_li.,,,.(b)„Ins[,_LbF
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 • •
EOJIQatibn*RePbvs • •
Other: See INST 16842.12 for Design Pressure Ratings, amy
FLi(iii's•42"j 'Uv� _�!_�„42.12odf
additional use limitations, installation instructions and product
Cr@4ecPby. n jepl:ndT At:Thirtl Party: Yes
particulars. • •
000 • • • • • • •
16842.13 M. DuraGard Slider XX Extruded Vinyl "Non -Impact' Horizontal Sliding Window
• jjWlizing aflail Fir Installation (,X) configuration)
Limits of Use • •
Approved for use in HVHZ: No • • •
Approved for use outside HVHZ: Yes •
Impact Resistant: No
Design Pressure: N/A
Other: See INST 16842.13 for Design Pressure Ratings, VY•
•
•
•
•
nstallation Iwstructions i
oVerifiec6WA Lyndon F. Scymidt,p:E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
•• •• • • • •• ••
• • • 000 • •
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Florida Building Code Online
Page 4 of 5
additional use limitations, installation instructions and product I FL16842 R4 AE (b) Eval 16842 13 pdf
particulars. Created by Independent Third Party: Yes
16842.14
n. DuraGard Slider XX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX,
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F1.16842 R4 IT (b) Inst 16842.14.1)df
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 16842.14 for Design Pressure Ratings, any
F; if R .2_. R.7....AE.._.{1�.).._Evgl..,1Eia42..14.,_Isdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.15
o. DuraGard - 3 Slider XOX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window
utilizing a Nail Fin Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
1: L1E�842... R4..._ll.....(p)._inst,.
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 16842.15 for Design Pressure Ratings, any
FL16842 R4 AE (b) Eval 16842.15.ocif
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.16
p. DuraGard - 3 Slider XOX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window with
Flange Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL16842 R4 II (b) Inst 16842 16 pdf
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 16842.16 for Design Pressure Ratings, any
FL16842 R4 AE (b) Eval 16842 16 odF
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.17
hlite Slider XX
Fq.—
Extruded Vinyl "Non -Impact" Horizontal Sliding Window
utilizing a Nail Fin Installation (XX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R4 II (b) Inst 16842.17.ndf
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 16842.17 for Design Pressure Ratings, any
FL16S42 R4 AE (b) Eval 16842.17.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.18
r. Sashlite Slider XX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window (XX,
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16842 R4 II (b) Inst 1644" 18 pdf
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 16842.18 for Design Pressure Ratings, any
Ft. 16842_R4 AE (b) f:_ya[ .T.6842.1� d_f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
16842.19
s. Sashlite - 3 Slider XOX
Extruded Vinyl "Non -Impact" Horizontal Sliding Window
utilizing a Nail Fin Installation (XOX, configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL.1.6842 R4 IT (b) Inst 16842,12..pdf
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 16842.19 for Design Pressure Ratings, any
F) ;2,,,_kR A.E.„„(! ,),_Ev l...1,6,%3.<(.1,_1`?.pdf
additional use limitations, installation instructions and prod
ataied0by:Indc��ndenl:Th� oarty: Yes
particulars. •
• • • • • • • •
. ••• •
16842.20 t. Sashlite - 3 Slider XOX • • Eatauded Vinyl "Mon-ImpectL' Horizontal Sliding Window (XOX,
configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No •1! • 1684 .• 4 1• b)._Inst !SF f
.t:lQ,pd
• ..... .�............(•_ • .
Approved for use outside HVHZ: Yes • • •Verifie By: Lyndon F.hr�idt,�.E. 43409
Impact Resistant: No • • • •tiretted by InaepEndenVThlyd Party: Yes
Design Pressure: N/A • IvaluadWb Reppits • • • •
Other: See INST 16842.20 for Design Pressure Ratings, any FL16842 R4_8E ,Ltl_LEval 16842.20.odf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 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
click here .
product Approval Accepts:
M � i --F 0
Credit Card
Safe
• • • • • • • • • • •
• ••• • • • •••
• • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
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HI
jNewSouth
W{NDOWSOLUTIONS
4901 8drfair 5d., Tampa, FL 33610
Series 9000 Model 9550
SLIDER XO
IMPACT RATED - HVHZ
w/ Flange
GENERAL NOTES
1, This product has been evaluated and is in compliance with the 6ih Edition (2017) Florida
Building Code (FBC) structural requirements Including the "High Velocity Humcane Zone"
(HVHZ).
2. Product anchors shall be as fisted and spaced as shown on details. Anchor embedment to
base material shall be beyond wall dressing or stucco.
3. When used in the "HVHZ" 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 bome debris protection this product
compiles with FBC Sections 1609.1.2 & R301.2.1.2 and does not require on impact resistant
covering. This product meets missile level Tr and includes Wind lone 4 as defined in ASTM
El996 and FBC Sections 1609.1.22 & R301.2.1.2.1.
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 this drawing require further engineering ancors
by a licensed engineer or registered architect.
7. This product meets water infiltration requirements for'WVH7'.
TABLE OF CONTENTS I
SHEET# DESCRIPTION
i
Typieat elevat ons. design pressures & general notes_
2
3 �
Vertical & horizontal cross sections
Yerkal & -horizontal cross sections
4
Buck & frome anchoring
5
Components
6
Nil of materials and glazing details
:` A
75" MAX. OVERALL FLANGE WIDTH - -- - —1� • • •
74"MAX.OYERALC FRAME WIDTH -_.__..__.._......_._. _r.
•• •
. ••
•
•
MAX. OVERALL
MAX. OVERALL
MAX
MAX
DESIGN PRESSURE
DAY WE
DAY LIFE
GLASS
FLANGE
FRAME
DIMENSION
DIMENSION
TYPE
POS.
NEG.
DIMENSION
DIMENSION
(OPERAK0
(FIXED)
754" X 64.0"
74A" X 63Ar
31.6" X S7.31"
3325" X SB.S6"
01, 02
+SS.0
-60.0
Note: This product, when used with Gi glazing, is not approved for use above 30 feet in the "HVHZ'
DST: 2179114
scut. N.T,S,
Doc. By JK
CW By; LF S
F1-16842.6
__.'__ .
s'ar 6
^ -- - — NOTE: Sheet Metal Screws must penetrate a
min. of 3 threads through of least 2 sheets of � � � • • � :,�1► ; r•,
I { metal (maintain a min. 318" edge distance). _= S: A * �Z "r
W
t o �n •
i
a• a �
v ) ! E ` .ad ...._z..............Q . 4rrrs. o C00
4 7
x1 I " • •*
' I � �E � •• • UV LO 9m[W
Gt G2 ! 1 : •••• • �Y m a:4r
4 g p • a�
f� = • •••
I t B
LL Note: N SibNL1iE 3 W o
t. Lock and keeper located 7` from -- • • c o
•� r
n each end of lock/meeting stile. 2 • • • • 9 r •ry`) ,
- „r - �� •••
2. Metal roller assembly located 7' from 4 HORIZONTAL CROSS SECTION --' S Q y' • • • X
each end of the bottom roll.
d. 2 Metal Stud Construction GI f • • • • 2!-
3. Anti4ft secured to hewith j • • 4 +_ �
(b) t#bx 1/2"PPtf SMS. G2 • • K
E EXTERIOR INTERIOR
t-t/4"MIN. a a
EMS. (tYP.) O 4�
a
I (g1 G2 Gt 3 fl i
i /� t o
° INTERIOR { g ±
13 � i • d" a � 18 EN , � N
SEE NOTE 1 11 *7, •w
SEE NOTE 2 12oqMEin
\ v ,
v DATE; 2 i 4 14 ?
F 2 EXTERIOR 1•1/4"MIN. z d SCALEN.1.5.
3 t EMS. (TYP.) DK. er: JK m
` 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 VERTICAL CROSS SECTION W clix, By L FS
2 2X Buck Masonry Construction 2 1X Buck M n NO..
Masonry Corufructkm 2 2X Buck Masonry Construction r
fL-18842.E c
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each end of Iock/meetng stile.
2. Metal roller assembty located T from
each end of the bottom roll.
3. Anti-M secured to head with
(6) H6x 1/2' PPH SMS.
1 _1 le MIN
NOTE: Sheet Metal Screws must penetrate a
rnin. of 3 threads through of Least sheets of
metal (maintain a min. 3/8" edge distance(.
j 44� HORIZONTAL CROSS SECTION
3 Metal Stud Construction
ALTERNATE ANCHORING LOCATION
SHOWN ON THIS SHEET
—_____._._..............................._..........._._._.___..___ r�
INTERIOR
EXTERIOR
3 2X Buck Masorry Construction
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2 HORIZONTAL CROSS SECTION.
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,WING NO.:
FL-16842.6
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FRAME -. F L 2X BUCK • • • • -' a
2X SUB IE 1 X BUCK q( •
2X SUB j
BUCK BUCK I31313 � • • • • • • •
• • •
k K STEEL sruo iY • • • • • •
MASONRY �' TYP. I' • • •
OPENING MASONRY .... • • •
OPENING 00 • • • • • c
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2X BUCK ANCHORING FRAME ANCHORING N
an
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CONCRETE ANCHOR NOTES: a o
1. Concrete anchor locations or the comers may be odjustod to maintain the min.
edge distance to rnortorjokth.
2 Concrete anchor locations noted as "MAX. ON CENTER" must be O*dted to w z
nx*)tain the rnh edge cWonce to mortarjoints, odoktionai Concrete anchors
ma
y be required to ensue the WAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table: m °
z
F A N Z G
ciTE: 2 19/ 14 i
u.e N.T.S. °
DWG. BY: JK a
ELCO
axc BY. LFS ;
ORAWN6 NO.:
WOOD SCREW INSTALLATION NOTES: 4
t. Maintdn a minimum 51W edge distance. I"end distance. 8 i"O.a. spacing Ot F.L-16842J6,�
wood screws to prevent the spbHkp d wood. sNm 4 or N
J
ANCHOR NANCHOR
MIN.MtN.CLEARANCEMIN.CLEARANCETYPFEMBEDMENT�MASONRYTOADJACEMEDGEANCHORm"
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0.055"
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:ET 5— of 6
BILL OF MATERIALS
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2X BUCK (SG >= 0.551
.................. .. _
WOOD
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1/4" MAX. SHIM SPACE
D
IX X 2-3/4" PFH ELCOO OR ITW CONCRETE SCREW ___
STEEL _
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MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
If 10 X 2" PPH SMS (1-1/4" MIN. EMBEDMENT)
STEEL
J
STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 Id min.)
STEEL
K
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# 10 PPH SELF-DRILUNG SMS
STEEL
L
#10 X 2" PPH SMS (1-1/2 MIN. EMBEDMENT) _
STEEL -
1
EXTRUDED VINYL FRAME (439)' _
_.__..._-RIGID PVC
2
EXTRUDED VINYL GLAZING BEAD (736A)'
RIGID PVC
3
EXTRUDED VINYL GLAZING BEAD (425A) '
_
RIGID PVC
4
RIGID PVC
5
TOP RAIL (478)'
RIGID PVC
6
MEETING STILE (477)' �- _
RIGID PVC
_.7 '
LOCK STILE (476)'
RIGID PVC _
8
HANDLE STILE (475B)'
RIGID PVC
9
MEETING STILE REINFORCEMENT
6063 - T5 ALUM
10
_-
LOCK STILE REINFORCEMENT
6063 - T5 ALUM
11
SASH LOCK
^_
12
KEEPER
13
HANDLE STILE REINFORCEMENT
6063 - IS ALUM
14
ROLLER (TRUTH #2433-1000)
15
SILL RISER
6063 - T5 ALUM
16
ROLLER TRACK
6063 - T5 ALUM
17
ANTI -LIFT ALUMINUM
6063 - T5 ALUM
18
BOTTOM RAIL REINFORCEMENT
6063 - T5 ALUM
20
WEATHERSTRIP 1.187" X .290")
• THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS'.
w
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i • •
it
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GLASS BITE
7/8' OA. GLASS THK. • • • • • •
• •
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••
oz
GLAZING SEALANT
••••
° W
(SIKAFLEX•552)
• • • • • •
•
d
S
I /8" ANNEALED (VS� • •
• • • •
•
Q••••••
•
_•�_..--- 0.090" SAfLEX%•PVB IRTE SAYER
•
•
1/8'ANNEALEC:31ASi • •
•
— AIR SPACE • •
• •
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—
— 1/8' ANNEALED GLASS
• •
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METAL REINFORCED BUTYL
Not approved
for use above 30 feet in the "HVHZ".
Gl GtAitNG OETAll
Y
5/8"
GLASS SITE
GLAZING SEALANT
(SIKARE(-552)
G2 GuuavG oe
718" OA. GLASS THK.
1B"ANNEALED GLASS
- OA90" SAFLEX• PVB INTERLAYER
1 /8" ANNEALED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
METAL REINFORCED BUTYL
SCALE, M S.
M. BY; JK C
Ck BY. LFS }
B
oluawNc wo.: a
FL— 76842.6
N
5�,w 6 or 6
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
P,O. Box 230 Valrieo, FL 33595 Phone 811659,9197
Florida Board orProfessional Engineers Certificate of Authorization No, 9813
Product
Category
Sub Category
Manufacturer
Product Name
NewSouth Window Solutions
Series 9000 Model 9650 Slider XO
Windows
Horizontal Slider
4901 Oak Fair Blvd
Impact Rated - HVHZ
Tampa, FL 33610
w/ Flange
813 626-6000
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
NewSouth Window Solutions, based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval,
Dept. 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 6th Edition (2017) Florida Building Code (FBC) including the "High
Velocity Hurricane Zone" (HVHZ).
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 "HVHZ", this product complies with Section 1626 of the FBC 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 1609.1.2.2 &
R301.2.1.2.1. 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 FBC Sections 1609.1.2.2 & R301.2.1.2.1.
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-16842.E require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets water infiltration requirements for "HVHZ".
8. See drawing FL-16842.6 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 02031488
TEL 02031489
TEL 02031566
Test Standard
TAS 201, 202, 203-94
TAS 201, 202, 203-94
TAS 201, 202, 203-94
Testing Laboratory
Testing Evaluation Lab_
Testing Evaluation Lab.
Testing Evaluation Lab.
Signed by
Wii;iam B. Shelton, R.E.
William B. Shelton, P.E.
William B. Shelton, P.E.
2. Miami Dade NOA Materials Testing
17-0712.04 Saflex® PVB Interlayer (Eastman Chemical Co.)
.. ... . . . • . ..
3. Drawing No. Prepared by •1btr • Siqned & Sealed by
No. FL-16842.E RW Building Consultants, Inc. (CA #9813) j,,), 'Lyndon F. Schmidt, P.E.
.fie •� • .• �?`'`�®� . •
4. Calculations Prepared by ,4w '': �'G E s�'�a> $o Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) {, Lyn n F. Schmidt, P.E.
� 4
ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. f• • • No t•34GSi Y'• • �` •
X .?+r
.. . . • . ®•
5. Quality Assurance • • • . • • •
r •• • • • ••
Certificate of Participation issued by National Accreditation and STATE '
F J '
Management Institute, certifying that NewSouth Window Solutions is , Lyndon F. Schmidt, P,E.
,� •., e e,� „ FL PE No. 43409
manufacturing products within a quality assurance program that complies , fry.,, t,t , ;•t 10/1212017
with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 ;�' ,,W, s
• •jit8t•;'�S•,r,til.1 • •• ••
000 • • • • • • 0 0
Florida Building Code Online
Page 1 of 5
w.
.................
BCIS Home Log In ! User Registration Hot Topics ; Submit Surcharge '; Stats & Facts ; Publications Contact Us BCIS Site Map Links Search ,
0 " Product Approval
USER: Public User
P129-4IStAl;1.P YALM.§oU > > AoohCatOn List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL15054-R6
Revision
2017
Approved
NewSouth Window Solutions
4901 oak fair blvd
tampa, FL 33610
(513) 284-0129
danochstein@newsouthwindow.com
Vivian Wright
rickw@rwbldgconsultants.com
Windows
Fixed
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt
PE-43409
National Accreditation and Management Institute
12/31/2019
Ryan 3. King, P.E.
-/ Validation Checklist - Hardcopy Received
FL15054 R6 COI (c) Certificate of Independence.cif
Standard
Year
AAMA/ W D MA/CSA 101/ I. S.2/A440
2008
AAMA/ W D MA/CSA 101/ I. S.2/A440
2005
AAMA/WDNA,/C�4V1/•1.S•2/Ai40 • • ••
2011
ASTM E1g86 • • • • • • • •
2005
ASTM E1996 • • • • • • • • • •
••� •••
2006
ASTM E169 ••• i i •••
2008
ASTM E1996
2009
TAS 201, 202, 203
• ••• • • • •••
1994
• • • • • • • • • •
• •
• • • • • • • •
Florida trcensPj1Professi@%al 1 jineer or0!chitvct
FL15054 R6 ECIUIV (a) Equivalency of Stand3rdr odf
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPl8Ew9... 9/20/2018
Florida Building Code Online
Page 2 of 5
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
01/23/2018
Date Validated
02/05/2018
Date Pending FBC Approval
02/15/2018
Date Approved
04/10/2018
Summary of Products
Go to Page = chi Pagel / 2 t
FL # Model, Number or Name Description
15054.1 a. DuraGard Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window
utilizing a Nail Fin Installation (O configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No 1:115054 R6 If (a) Inst 1505,1. j; p ff
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 15054.1 for Design Pressure Ratings, any FL15054 R6 AE (a) Eval 15054 1 pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15054.2
b. DuraGard Fixed Window
Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window (O
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15054 R6 II (a) Inst 15054 2 pdf
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 15054.2 for Design Pressure Ratings, any
FL15054 R6 AE (a) Eval 15054 2 odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.3 c. TrustSeries Fixed Window Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window
utilizing a Nail Fin Installation (O configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1.5054 R6 II (a) InsL 15054.3.1)df
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 15054.3 for Design Pressure Ratings, any F1.15054 R6 AE (a) Eval 15054.:3& f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15054.4
d. TrustSeries Fixed Window
Extruded Vinyl Direct Glazed "Non -Impact' Fixed Window (O
configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL..15054 R6 Il .ja) Inst 1.5054.4.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 15054.4 for Design Pressure Ratings, any
F.115954,,,R6..._NE....ja.)._Lval.._15t?5h1 I;;,pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.5 e. Sashlite Fixed Window Extruded Vinyl Sash in Frame Glazed "Non -Impact' Fixed
Window utilizing a Nail Fin Installation (O configuration)
Limits of Use ;rdst:j1piiog IgstrgFtiogs • • •
Approved for use in HVHZ: No F.;L15()_5!a._t2�,..._Ii.....(p.),_twst.•..1505ar5:.P. df
Approved for use outside HVHZ: Yes •VerifiV33y-L4d� i S:Fyaidt� e.E. 43409
Impact Resistant: No C•eatedabyQndrep•nd•nt•Th*d Parry: Yes
Design Pressure: N/A Fvald&fbn R"ortS • • • •
Other: See INST 15054.5 for Design Pressure Ratings, any FL15054 R6 AE (a) Eval 15054.5.pcif
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars. • 000 • • • 000
15054.6 f. Sashlite Fixed Window • ExtrudedrViny4 Sash ih Frtmt Glhaze&"Non-Impact' Fixed
• • Winpaw (O:Gpgigri4�t on) • • • : •
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15054 R6 II (a) Inst 15054 6.rdf'
•• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiP18Ew9... 9/20/2018
Florida Building Code Online
Page 3 of 5
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 15054.6 for Design Pressure Ratings, any f L159.54..,,RSi,,,,llE.....(a,)„Lva(._155 t,;6,,P0f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15054.7
g. DuraGard Fixed Window
Extruded Vinyl Direct Glazed "Impact' Fixed Window utilizing
a Nail Fin Installation (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
f L1.505z1,,k6., 11-...j .)„11 -t. 15fS4;Z.pdf
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 15054.7 for Design Pressure Ratings, any
i L151i`54 R6 AE (a} Eval 15054r'.�df
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.8
h. DuraGard Fixed Window
Extruded Vinyl Direct Glazed "Impact' Fixed Window with
Flange (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15054 R6 II (a) Inst 15054 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 15054.8 for Design Pressure Ratings, any
FL15054 R6 AE (a.) Eval 15054 u odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.9
i. 4600 Fixed Window
Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window
utilizing a Nail Fin Installation (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15054 R6 lI (a) Inst 15054 9 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 15054.9 for Design Pressure Ratings, any
FL15054 R6 AE (a) Eval 15054 9 odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.10
j. 4600 Fixed Window
Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window
with Flange (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15054 R6 II (a) InsL 15054 10.edf
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 15054.10 for Design Pressure Ratings, any
FlA.5054 R6 AE (a) Fval 150S4.10,odf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.11
k. 4650 Fixed Window - Impact
Rated - HVHZ
Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing
a Nail Fin Installation (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15054_ R6 II a 1,nst
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 15054.11 for Design Pressure Ratings, any
R6..._�N_L..._(c.)._t.y2.l..,1,59.54,.1_l,._L1t�if
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.12
I. 4650 Fixed Window - Impact
Rated HVHZ
Extruded Vinyl Direct Glazed "Impact" Fixed Window with
Flange (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL1505.1 R6I,I_.._(aj._Thst_.15,(75 ,,12...L ci_f
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
• eri es, L doriF. SchWidt,,F. 43409
reateddbyrIn epindent♦ThirdRarty: Yes
Design Pressure: N/A
�valu Ion • • • •
Other: See INST 15054.12 for Design Pressure Ratings, any
F 150 Fjf E c 'v�•1 054�I�2,Udf
additional use limitations, installation instructions and produc
•CreAt"by IrdepeRdent•Thtrd"rty: Yes
particulars.
15054.13 ( m. 9600 Fixed Window • I Ext uded Vinyl Direst Glazed rNon4l"act' Fixed Window
• •� utilVing a Oil fin:n�allati4 (p configuration)
Limits of Use • • •_ • • • • • • • • •
• Instillatrop Instructions • •
Approved for use in HVHZ: No • FL25054 M61k (af Inst 150Z4 13.•�df
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No Created by Independent Third Party: Yes
•• • • • • ••• • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
https:Hfloridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquS 73 Fr2ZyiP18Ew9... 9/20/2018
Florida Building Code Online
Page 4 of 5
Design Pressure: N/A I Evaluation Reports
Other: See INST 15054.13 for Design Pressure Ratings, any FI..I.5054 R6 AE (a) Eval 15054.1'3.Ddf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15054.14
n. 9600 Fixed Window
Extruded Vinyl Direct Glazed "Non -Impact" Fixed Window
with Flange (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
EL.15D.54.,.RG-,_11.1a...)...1(I.5I...15()_54,_1A,.pdf
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 15054.14 for Design Pressure Ratings, any
I:L15(359R..._GE.._.__(a.)._Ey,al,._15t?54.:_lt.,, Jf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.15
0. 9650 Fixed Window - Impact
Rated
Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing
a Nail Fin Installation (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
i!;L15O.5h..._kf-.._I1.%.._j1._InSt_.i55,.aS.,.ii 1r
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 15054.15 for Design Pressure Ratings, any
FL15054 R6 AE (C) Eval 15054.15.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.16
p. 9650 Fixed Window - Impact
Rated
Extruded Vinyl Direct Glazed "Impact" Fixed Window with
Flange (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15054 R6 II (b) Inst 15054.16 pdf
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 15054.16 for Design Pressure Ratings, any
FL15054 R6 AE (c) Evai 15054 16 pclf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.17
q. 9650 Fixed Window - Impact
Rated - HVHZ
Extruded Vinyl Direct Glazed "Impact" Fixed Window utilizing
a Nail Fin Installation (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15054 R6 II (a) Inst 15054.17 pdf
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 15054.17 for Design Pressure Ratings, any
Fl.I5Q5 J R6 AF 'c Evai 15054,17.pdf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.18
r. 9650 Fixed Window - Impact f
Rated -HVHZ
Extruded Vinyl Direct Glazed "Impact" Fixed Window with
Flange (O configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F1.15054 R6 II (a) Inst 15054.18 ndf
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 15054.18 for Design Pressure Ratings, any
f_LiSt%5 t..._k(,.._AE....,(..)._Eyq[..j5Q5h., i£?.,.pr f
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars.
15054.19 J.
4800 Twin Mulled "Common
Jamb" Fixed Window
Extruded Vinyl Direct Glazed "Non -Impact" Integral Mulled
"Common Jamb" Twin Fixed Window with Flange (O/O
Vertical or Horizontal configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15054 R6 II (a) Inst 1 5054,19 ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No •
L'r9ecCby� ngc�jncF nt9Thi tl Party: Yes
Design Pressure: N/A •
EvaleatiomRaposts• • •
Other: See INST 15054.19 for Design Pressure Ratings, any.
F1.�.`•t�IS� PPE a 6"E P 1.S1i54.1.9.ndf
additional use limitations, installation instructions and pro"t
Orel J i)•In open nf;Tl4r:44arty: Yes
particulars.
15054.20 t. 4800 Mulled "Common Jamb1 •4F*trudedyinyl Direct Glaz,pd "lyon-Impact" Integral Mulled
Fixed Window 'Comm$ln J9mb" triple fixed y ip(row utilizing a Nail Fin
• nstgllaEpn (OTO/p V•ertttal or I-Iflrizontal configurations)
Limits of Use • Installefien Instructionks ; •
Approved for use in HVHZ: No FL15054 R6 II (a) Inst 15054 20 pdf
Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No • • • Create4 bg IrldegV er t Third Party: Yes
https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiPl8Ew9... 9/20/2018
Florida Building Code Online Page 5 of 5
Design Pressure: N/A Evaluation Reports
Other: See INST 15054.20 for Design Pressure Ratings, any FL1.5054 R6 AE (a) Eval 15054�;>Q._»df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
Go to Page — 140 Page 1 / 2 +0 R
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 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
click here .
Product Approval Accepts:
eCM{k 13
Credit Card
Safe
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https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS73 Fr2ZyiP18Ew9... 9/20/2018
I dmewsouth
WI N DOW SOLUT10NS
4901 JQk'_alr Ivd., Tampa, FL 33610
9650 Fixed Window
Impact Rated - HVHZ
wJ Flange
GENERAL NOTES
I. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida
Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone"
(HVHZ(.
2, Product anchors shall be as Tested and spaced as shown on details. Anchor embedment to
base material sholl be beyond wall dreOng or stucco.
3. When used in the "HVHZ 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 FBC Sections 1609.1.2 & R301.2.1.2 and does not require an impact resistant
covering. This product meets missile level'D" and includes Wind Zone 4 as defined in ASTM
E1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud framing construction, anchoring at these units shall be the some as that shown for
2x buck masonry construction.
d. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered orchtect.
7. This product meets water infiltration requirements for "HVHT'.
TABLE Of CONTENTS
SHEET!
DESCRIPTION
— i
Typical elevations, design pressures & general notes
2
Horizontal cross sections
3
Horizontal cross —sections _
4
Buckanchoring
dgFrame
anchoringmm
BSI of mateiicils, Eomponents & glazing details
-
I" MAX. OVERALL RN WIDTH
6f1" MAX. OVERALL FRAME WIDTH
_ .........
-
t
t,
w
i)
NOTE: VERTICAL ORIENTATION SHOWN (HORIZONTAL ORIENTATION ALSO APPROVED)
MAX. OVERALL
MAX. OVERALL
MAX
DESIGN PRESSURE
RANGE
FRAME
DAY UTE
GLASS
(PSF)
DIMENSION
DIMENSION
DIMENSION
TYPE
POS,
I NEG.
37.1' X 73.1'
36.0' X 72 W
31.75" X 67.75"
at
+70.0
-70.0
61.1' X 85.1"
60.0" X $4.0"
55.75" X 79.75"
G2
+60.0
_b0.0
Note: This product is not approved for use above 30 feet in the "HVHT'
•••
atc 6/26/15
snot, N.T.S.
owc. W JK
crec. er. LFS
mwurc .40,
FL-- 15054.18
S"a' --L or 6
1-1/1
EMB
GI
)2XHORIZONTAL CROSS SEC80N
Buck Masonry Construction
TERIOR
;TERiOR
NOTE: Sheet Metal Screws must
penetrate a rnin. of 3 threads
through metal.
3 HORIZONTAL CROSS SECflON.
2 Shwwn w/ Steel Stud homing Option
INTERIOR
1-1/
EME
r�HORIZONTAL
CROSS SECTION
Shown DMect to Masonry
1-114
EMB.
TTIITITTI)j
*
..........
•`;�Wx
#
Vco-.
ter,
ITERIOR 1q
;,yam o
U r Z
2 HORIZONTAL CROSS SECTION
2 I X Stud Construction
NTERIOR.
CAICKIVK
ALE: N, T. S.
JK m
K. 9Y: LFS ?
•
FL— 15054.18 a
EET _L OF 6
I -I/
EME
rl `� HORIZONTAL CROSS SECTION
�$ 2X Buck Masonry Construction
NOTE: Sheet Metal Screws must
penetrate a min. of 3 threads
through metal.
1 3 HoRgONTAL CROSS SECTION
�3 ) Shown w/ Steel Stud Framing Option
!NTEi IOR
EXTERIOR
1-114"
EMS.
-.._..._..........------
MAX. DESIGN PRESSURE FOR ALTERNATE
ANCHORING LOCATION SHOWN ON THIS SHEET
±65 PSF (UP TO 36" X 77'FRAME SIZE)
±50 PSF (UP TO 60' X 84!'FRAME SIZE)
TERIOR
,jERIOR
W/4
EMS.
HORIZONTAL CROSS SEC17ON
Shown Direct to Masonry
Y,
'off
•
EXTERIOR * * 0 0
so 0
ri`HORIZONTAL CROSS SECTION
3 IX Stud Consirmlion
NTERIOR
tJCitKIVK
TE; 6126115
ALL N.T.S.
G, 5Y. A
LFS
AWM ta�
FL-15054. 18
..........
Err or j
IR S" UAY
P.J
2X BU
MASONRI
OPENING
BUCK ANCHORING
60" x 84" MAX FRAME SIZE
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be odusted to maintain the min,
edge distance to matarjoints.
2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
maintain the rein, edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX, ON CENTER' dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
ITw •
1/-r
1.1/�
2"
4"
TAPCON
ELCO •
1!4
1.1/4"
1"
4
ULTRACON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a mi ntmum 5/8" edge distance. 1"end distance. & I' o.c. spacing at
wood screws to prevent the spitting of wood.
2X BUCK --\,I I -X'---
i IT P•1
T
O
Z�
0
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r p, c 0� •'r
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BUCK ANCHORING
36" x 72" MAX. FRAME SIZE
SME'; N.O.S.
DWG. Br JK
". BY, LFS
DPAW#4 NO,
FL-15054.18
SHEET 4 OF f]
FRAME—
2X BUCK
MASONRY
OPENING
l 2X BUCK
H 1XBUCK
DIRECT TO MASONRY
STEEL STUD
FRAME ANCHORING
6T x W MAX. FRAME SIZE
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations of the comers may be adjusted to maintain the min.
edge distonce to mortar joints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min, edge distance to mortar Joints, additional concrete anchors
may be required to ensure the MAX. ON CENTER' dimension are not exceeded.
3. Concrete anchor tob+e:
ANCHOR
ANCHOR
MIN.
-MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
ITW
TAPCON
ELCO c
114"
11/,r
1"
4"
ULTRACON
WOOD SCREW INSTALLATION NOTES:
Maintain a minimum 5/8" ed distance, )"end distance, d 1"o.C. spachtg of
I. 8e
wood Screws to prevent the splttkV of wood.
4"
I
r0.r 1
f E
PIR
2X BUCK
I I 1XBUCK 71
+ FRAME- •.
CT TO e I
ONRY
L STUD ' ,
2X BUCK
p MASONRY ;
d OPENING Ci
< O
Q
FRAME ANCHORING
36" x 77' MAX. FRAME SIZE
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FL-15054.18
CET _L OF _L
B►U OF MATERIALS
REM r
mctfpnoN
MATEAW
A
IX BUCK (SG >= 0.55)
WOOD
2XBUCK (SG >=0.55)
WOOD
C
1 /4" MAX. SHIM SPACE
D
1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C40
CONCRETE
F
# 10 X T PPH SMS (1-1/8" MIN. EMBEDMENT)
STEEL
_
G
1/4" X 3-1/4" HWH ELCO OR ITW CONCRETE SCREW _
STEEL
H
1/4" X 2-3/4" HWH ELCO OR ITW CONCRETE SCREW
STEEL
j
STEEL STUD Min. Thk .033" (ASTM A653 GRADE 33 Fy=33 ksi min., Fu=45 ksi min.)
STEEL
K
# 10 PPH SELF -DRILLING SMS _
STEEL
L
Y_
# 10 X 2" PPH tk S (1-1 /7' MIN. EMBEDMENT)
STEEL
EXTRUDED VINYL FRAME (437)`
RIGID PVC
2
EXTRUDED VINYL GLAZING BEAD (736A)*
RIGID PVC
12
FRAME ADAPTER
RIGID PVC
THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY
EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS".
J``�,%u4K rrJG
2,14"
--- 1.64 ._..----• _ a
z. A.
�G
3 1 �� i i•• �` vl5i�
3-• 0.045i •
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0 -� •••••• •� t E zm ee
GLAITNG 6EAd • s•• £ a$ 50 o a
Ll
{ CW
0.39 • • •••• • Owe*
• z •
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•••• • •off
OAS' ('- �°• •••••�; m �z
U
FRAME
O O
0 J
O
a a m
� Z FRAME ADAPTER x r
1j1 1/2'
GLASS BITE GLASS WE
GLAZING SEALANT GLAZING SEALANT
(SIKAFLEX•552) —� -_ _
71T O.A. GLASS THK. (SIKAFLEX-552) 7Ar O.A. GLASS THK.
1 /8" ANNEALED GLASS
• ' — I /8" ANNEALED GLASS
0.090 SAREX PVB INTERLAYER J — 0.105' SENTRYGLASS WTERLAYER
/ I/8"ANNEALED GLASS �" 1/8"ANNEALED GLASS
\ ~ — AIR SPACE —AIR SPACE
_ 1 ANNEALED GLASS 1/8" ANNEALED GLASS
ALUM.
C_— ALUM. SPACER
DATc 6126115
SC.u: N.T.S.
Gi GLADNG DtTA1L G2 GLAIIMG DETAu DWO. er: JK
cant, er: LFS
MAWN6 No.:
NOTE: GLAZING > 36" WIDE REQUIRES TWO (21 SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 f L-15054. 7 8
SNECT f OF 6
•
•
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate ofAuthorixation No. 9913
Product
Category
Sub Category
Manufacturer
Product Name
NewSouth Window Solutions
9660 Fixed Window
Windows
Fixed
4901 Oak Fair Blvd
Impact Rated - HVHZ
Tampa, FI_ 33610
w/ Flange
(513) 284.0129
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
NewSouth Window Solutions, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval,
Dept. 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 6th Edition (2017) Florida Building Code (FBC) including the"High
Velocity Hurricane Zone" (HVHZ).
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 "HVHZ", 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 bome debris protection, this product complies with FBC Sections 1609.1.2 &
R301.2.1.2 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 FBC Sections 1609.1.2.2 & R301.2.1.2.1.
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-15054.18 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets water infiltration requirements for "HVHZ".
8. See drawing FL-15054.18 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard
Testing Laboratory Sinned by
ATI C9933.05-401-18 TAS 201, 202, 203-94
Architectural Testing, Inc. Shawn G. Collins, P.E.
TEL 02031566 TAS 201, 202, 203-94
Testing Evaluation Labs. William B. Shelton, P.E.
2. Dade County NOA Materials
17-0712.05 Saflex PVB Interlayer (Eastman Chemical Co.)
17-0808.02 SentryGlas Interlayer (Kuraray)
3. Drawing No. Prepared by
�.• • • • • .6igwed&Sealed by
No. FL-15054.18 RW Building Consultants, Inc. (CA #9813)
; ; `.; ; ; ; yido1 ' n F. Schmidt, P.E.
.�
4. Calculations Prepared by
Anchoring RW Building Consultants, Inc. #9813)
•�tt% • �.•
•�;�,4 . (� ,{f� � Lw d & Sealed by
(CA
*e �D e,,Lyndon F. Schmidt, P.E.
ASTME 1300 Glass load Lyndon F. Schmidt, P.E.
�;.��G�E +` S ��,,
5. Quality Assurance
`�'►~
: • r��No 041449: `. • •;•14
Certificate of Participation issued by National Accreditation and Management
0; • • • • • • ; • -10
•
Institute, certifying that NewSouth Window Solutions is manufacturing
s • •. 0• '
products within a quality assurance program that complies with ISO/IEC
`
'. Lyndon F. Schmidt.
17020 and Guide 53.
;� STATE OF . +tU: P.E.
'"i • FL PE No. 43409
J. •� • • •• • •�<CL�.''.
2/5/2018
'�� • J < :�•� I'r�
Sheet 1 of
1 %� .
MftwSouth 2526 Okeechobee Blvd. • West Palm Beach, FL 33409-4006.561-712-9000
INDOW SOLUTIONS 1401 S. State Road 7 • N. Lauderdale, FL 33068 • 954-935-8300
www.NewSouthWindow.com # C-1330822, SCC-131151763
Madezgy_c-�'
rida for Florida Homes Date C2q _-5 ?� /F
To I ie E-mail
Home Phone Cell Phone 305 -3.,?7. -5.
City State Zip „:_30 Business (Mr./ Mrs.)
Replacement Windows • Entry & Patio Doors • Storm Doors • Impact Resistant Windows & Doors
WHOLESALE & RETAIL WINDOW CONTRACT
NewSouth Window Solutions agrees to measure, manufacture or furnish and service the following custom made windows for the amount STIPULATED BELOW:
All NewSouth Vantage Series Windows include Double Pane, Low-E glass with Argon gas, and 12 point fusion welded corners.
All Vantage windows are sealed and vacuum tested for Wperior argon retention.
Color Options (whole window) OWhIte OTan ❑ Bronze (exterior only) InterlarColors White ❑Tan
Colors may vary slightslighty, from sample (Initial)
LOW-E GLASS: 366 GLASS ❑ 340 GLASS
E GLASS YES ONO
TEMPERED GLASS OYES ❑ NO
ALL SASHES ARE ARGON FILLED -WITHOUT EXTRA CHARGE
FLOCATICIN:I�jh
LOCATION:
w
GRIDS
GROS
GRIDS&
STYLE
❑ Wantage ❑ Tantage9000 single Hung ❑ Mantage 9000 Impact ❑ other:
QUANTITY
DOUBLE HUNG E-VANTAGE ❑
Arch
QUANTITY
PATIO DOORS
I
(HALF -SCREEN STANDARD) O Full Screen
SINGLE HUNG ARCH OR ❑
❑ impact [3 non -Impact ❑ Open Praire Grids
/
❑
9000 SINGLE HUNG (HALF -SCREEN)
. Q'i*Ppact O non -Impact
❑ 5/0 x 6/8
Indicate size, draw arrows for direction ❑ 9/0 X 6/8
of slide outside looking In (OSLI) ❑ $/0 X 8/0 ❑ 9/0 X 8/0
2 LITE SLIDER E-VANTAGE ❑
❑ 6/0 X 6/8 ❑ 12/0 X 6/8
(XX, HALF-5CREEN STANDARRD)O Full Screen
❑ 6/0 X 8/0 ❑ 12/0 X 8/0
I
9000 SLIDER O OX or of XO ❑
utside looking in B'fmpact O non -Impact
❑ 8/0 X 6/8 ❑ 16/0 X 6/8
❑ 8/0 X 8/0 ❑ 16/0 X 8/0
PICTURE WINDOW VANTAGE
z
(NO SCREEN)
SK'Pact 0 non -Impact
3 PANEL PATIO DOORS
O impact ❑ non -Impact
3 LITE SLIDER WITH PICTURE
WINDOW (2 SCREENS)
❑ Impact O non -impact
L E
indicate size, draw arrows for direction of slide
outside looking In
1/4-1/2-1/4 configuration
4 PANEL PATIO DOORS
❑impact ❑non -Impact
_
• AWNING & HOPPER
N CASEMENT(OSLI) _ LEFT HINGE
--RIGHT HINGE
N DOUBLE CASEMENT
000
Indicate Sloe, draw arrows for direction of slide
outside looking In
O impact ❑ non -Impact
❑ HALF ❑ EYEBROW a ❑QUARTER -ROUND a ❑TRAP ❑OTHER
ROUND (DRAW IN SPACE)
GRID STYLES ❑ STANDARD ❑ CONTOUR ❑ BRASS/GOLD/PENCIL
Was this home built prior to 1978? O Yes No
❑ Colonial ❑ Prairie ❑ Open Prairie
If yes, the undersigned agress to the terms and conditions of the
NewSouth Lead Safe Work Practices Addendum. if house tests postive
for lead, an additional $65 per window will be added to the balance.
Buyer's Signature
TOTAL NUMBER OF WINDOWS ON THIS ORDER: TOTAL DOORS: ** Subject to NewSouth field engi eering and approval. /
f
eawi
%2—
❑ Customer agrees to allow NewSouth to display a yard sign until 30 days after completion. TWO YEARS FREE IN HOME SERVICE
BUYER'S RIGHT TO CANCEL
BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE
TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD
Total price* $ '�90j 000
Down payment.
BUSINESS DAY AITER TI 1E DATE ^F THIS TRANSACTION. BUYER MINY
Delivery/commencement. $
USE THIS CONTRACT AS THAT NOTICE BY WRITING "I HEREBY CANCEL"
Balance due upon final $
AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS. THE
window/door installation.
NOTICE MUST BE DELIVERED TO THE SELLER ATTHE ADDRESS SH01a K
ABOVE.
. .
Q it �k Finsn;ng V Cash on Completion
0 * 0 0 , 000
All material is guaranteed to be as specified. All work is to be completed in a worl<manlike`manner'accord ng to standards and practices. This contract is
valid only with proper signatures. NewSouth shall not be held responsible for time and material delays, strikes, acts of God or any other matters beyond
its control. NewSouth is not responsible for any pre-existing structural cQncIitjgn4. No gther Work to be djopg, all other work to be excluded. Owner
agrees that the equity in this property is security for this contract. Sind $is (2)ntract;ca?Is:o;madd tQ orQer goods, it is not subject to cancellation
except as stated above. Start installation approximately weeks*Vom;jb&e.aate;VJrbal Vrdjnise%can cause misunderstandings, therefore
this contract constitutes the entire understanding of the parties, and no•othe rStaltding collateral, verbal or otherwise, shall be binding, unless
signed by both parties. NewSouth to remove and haul away all job ated de ' . ales and discounts allotted. All charges included above.
Thank you for o
Buyer's Sioature
Rnvar'c SinnattfrP
NewSouth Manufacturinq Authorized Officer
