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e e FL# FL16851-R7
Application Type Revision-
Code
e Code Version 2017 RECEIVE®
- Application Status Approved
FEB 10 2020
Comments ST..11Cie Coun
Archived tY, Permitting
Product Manufacturer NewSouth Window Solutions
Address/Phone/Email �7��CrpSSLoadc r^ a Blvd.
tampa, FL 33610
(813) 626-6000
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category (:Single:DHun
ndo
Subcategory
0.
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 the Lyndon F Schmidt
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King, P.E.
i
Validation Checklist-Hardcopy Received
Certificate of Independence FL16851 R7 COI (.d) Certificate of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2011
AAMA/W DMA/CSA101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201, 202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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 1 0 0 Page 1/ 20 0
FL# 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 (¢)Inst 16851.1.pdt
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 ()2} Eval 16851.1.E
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 II ( ) Inst 16851.2.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 16851.2 for Design Pressure Ratings, any FL16851 R7 AE (J2) Eval 16851.2.E
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 II (•b) Inst 16851.3.E
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 FL16851 R7 AE (b) Eval 16651.3.pdf
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 FL16851 R7 II (j1)Inst 16851.4.p_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 16851.4 for Design Pressure Ratings, any FL16851 R7 AE ()Z) Eval 16851.4.E
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.5 e. 9450 Single Hung Window ImpactExtruded Vinyl "Impact"Single Hung Tilt Window New
Rated - HVHZ TConstruction with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 II—M Inst 16851.5.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 16851.5 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.5.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
851.6 f. 9450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Tilt Window with Flange
Rated - HVHZ (O/X-configuration)
Limits of Use Installation Instructions I
` Approved for use in HVHZ: Yes FL16851 R7 II (b)_Inst 16851.6.p
Approved for use o!'de HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409
Impact Resistant:k!ess Created by Independent Third Party: Yes
Design Pressure. N/A Evaluation Reports
Other: See INST 16851.6 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.6.E
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
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 II (¢) Inst 16851.7.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 16851.7 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.7.pdf
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 FL16851 R7 II (,d)_Inst 16851.8.W
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.pdf
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 II (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 (b) Eval 16851.9.p_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(0/X
-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16851 R7_II (c) Inst 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 1
Design Pressure: N/A Evaluation Reports
Other: See INST 16851.10 for Design Pressure Ratings,any FL16851 R7 AE (d) Eval 16851.10.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.11 k.4450 Single Hung Window Impact Extruded Vinyl "Impact"Single Hung Window New Construction
Rated - HVHZ with Nail Fin (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.11.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 16851.11 for Design Pressure Ratings,any FL16851 R7 AE (b) Eval 16851.11.pd
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(O/X
Rated- HVHZ -configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 II (b) Inst 16851.12.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 16851.12 for Design Pressure Ratings, any FL16851 R7 AE (b) Eval 16851.12.0df
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
16851.13 m. 4000 Twin Single Hung Window Extruded Vinyl "Non-Impact"Twin Integral Mulled Common
Jamb Single Hung Window New Construction with Nail Fin (O/X
X, V OM1
55"
i MAX. WI
OVERALL RANGE DTH
6""
54"MAX.OVERALL FRAME WmTH
8°
' w`'w;„; �
4401,' .a. a r. Ivd 7arti q FL 336:10 a
P
mda�
I VVV �.O
9450 Single .Hung Window � o as Q�
IMPACT RATED - HVHZ
z o �
w/Flange s _� z
GENERAL NOTES
1. This product has been-evaluated.and is in compliance wHh the 6th Edition X a
o (2617)Florida Building Code(FBC),Including the"High Velocity Hurricane
Zone”(HVHZ),
2. Product anchors shall be as listed and spacos shown on details.Anchor // m
embedment to base material shall be beyond-wall dressing or stucco:ed 0 4
G n N F v
3. When used inthe"HVFiT',this product complies.with:Section 1626 of the Florida a 3 N
Building:Code and doesnot require an impact resistant covering. $ z
Zga o
Ln
a. 4, For2x framing construction,anchoring of:fhese.units'shall ba the same as N$
tlhafishownfor 2xpuckmasoniy;construction. . Q
5. Site conditions_that'deviate from the details of this drawirig!require further o 8 o
engineering analysis by a Hcensed81
engineer or registered architect.- Q<.r z.
TABLE OF CONTENTS MAX QVERAQ MAX oVERhlt nEStGN rRF3SueE o N;N
M
aarcne narrtr� Gta$S �
g SHEET# DESCRIPTION FLWGE FRa1NE DJ61ENSfON bgl4ElySIUM1 iYpE
1 teal elevations,design pressures&general notes DIENslON.... . DIMENSION
LoPtRat>}; ;.:.:_:�l P45 NEG; 2/19/14 r
atre 2
2 : . Vertical&horizontal cross sections., SSA"X 77.0" 54:0'X 76A" 47.26'•x 34.317• 44:7S"x34;F G1,G2 +55,0 -65.0
}. scuE. N.T.S.
3 Vertical!&horizontal cross sections Ion.er: JK m
4 Buck&:frame.anchoring �,: LFS 3
3e.o"X63:0° 3mr 620" $0I5"x:2.7.3E" 32.75"x27-V G1,G2 +65.0 -85.0 CM
5DRWNG NW
d Bill of pmoateriots and grating details ' F1—t 68
5 t.sets.
Note-This producf;:when used with Gl glazing,ng,is not approved10ruse above 30 feet in the"HVHTv
smx 1 or 6 A
1!
NO
NOTE:Sheet Metal Screws must
` •C• y ''_ '
penetrate a min.of 3 ihreods • 'e ''`
through at le2 sheets of metal. E
ast • ��•.a' - r .$ d
Z4 .�'_ m
(;+ 4 �t m
QT ars -
1. 2 z �.��` h:o m m
2 / O 2 21INTERIOR D ','���//111 Ills �,`` 16@6
4.
2 /�� ❑ 1 F = N
od
❑ B g`O 9 o a
o Z
0
s 2 3a
X. .
/ 14 � .
12 11 SEE NOTE 1 $ z
/ 2 G1 G2 EXTERIOR G2 G1 ; oC'
10 i xjw
3 4 HORIZONTAL CROSS SECTION _ m �y
Note:
2 2 Metal Stud Construction jo
1.Lock and keeper located T'from INTERIOR jl o
each end of lock/meeting rail. E
a
7 rc
6 a
EXTERIOR
1-1/4"MIN. 20 (TYP)
3 EMB.(NP;) A 9 u m
R g o" a G2 GI 13 o
wF a
C 1 cn
INTERIOR: 1 C _.� N 3 S N
a P 16 4: : . 4 IB v 22 13 WZoa� o
21 G7 G2 21 p 24 � � `�.
m N U aj
:y e C
tl • 0 p 1
8 B 2!.to �oPQoa i
O w N•_N QO ]
.3 " m
$ N'tMN^Z p
0
E c once 2119114 z
• a, sF.aF. 0 N.T .S. ]
D GI G2 EXTERIOR 1-1/4"MIN. m.BY.. JK m
2 2 EMB.(TYP.) trot BC LFS 3
3 E 1 HORIZONTAL CROSS SECTION 2 .HORIZONTAL CROSS SEMON e VERTICAL CROSS SECTION : o
b 2 2X Buck Masonry Construction 2 IX Buck Masonry Construction 2 2X Buck Mosorry Construction FL-16651.6 w
SNELT Z OF 6
1
fill
NOTE:Sheet Metal Screws must .`%A
penetrate a inln.of 3 itmds E S-• o
through at least 2 sheets of metal; ° .a x �; 'd
is r- -=K-
et
Cal
18
r2 A
*F77
3. 21 INTERIOR `m ���irrt rst� '" °°z
C= _"'_—
N $Gpppppp E w
C 12 IL
tjg 2:
X - 14
f 12 11 SEE NOIEI z No
j/� Gl G2 TERIOR G2 G1 oU
2 10 > z�
4 t10R1IONTA1 CRASS SECTfON x `�
3 $ -Metai Stud Co..tructron �
Note: 3. INTERIOR ?41
Q'
e 1.Lock and keeper located7"from_ o)
each end of lock/meeting roll. E b 7' a a
t5s PSP . EXTERIOR
1-1141 MIN. MAX.DESIGN PRESSURE FOR ALTERNATE 9 20 (NP)
rn EMB,(TYP,) ANCHORING LOCATION SHOWN ON THIS SHEET A
:i (FOR FRAME WIDTH>37"OR FRAME HEIGHT>62") v> G2 G1 8 G
iTi G•, - 1 C �. N 3 O N
a i INTERIOR 4 18 13En
19 . 4 P" zap o
„v- L: R in
21 G1 G2 21 r 24
a d o IL
P $ ( W
000IL ri
_[S�q
..yQ. D
t
v a
3 o
3 a urd�iN^z
a >v v nr : 2116114_ 0
E
a scue
D EXTERIOR trtio.�: : JK m
G3 2 Tala^MN. au
G1 3
2 EMB.(TYP.) c tit. LFS
e 3 : VERTICAL.CRASS SECTION .
E i HORIZONTAL.CROSS SECTION 2 HQRIZONTAL CROSS SECIION 3 2X Buck Masonry Construction FL-16851;6
3 2X Buck-Mosonry Conslnrcuon 3 1X Buck MosaW com=chona
1"m3 'S g
O -
\ill 1,
3 EO.SPACES
11
'MAX.O.C. �_�•,. :'• � �o m m
fm'•1 nn p z
4STEaEL
K rim m wg Dg 9oaarmvvm o.SASH2X BUCK — — --�C SASHul2X SUB CKJia BUCK PRAMESTUD o
4
� IYP.
2X SUB i Z
F MASONRY D BUCK
OPENING TYP. `r MASONRY
SASH OPENING _ -- SASH N m
s � o
BUCKANCHONNG FRAMEANCHORING N in N
+ O K JzL
B �
nIt x1-:2 D:
Lvj
CONCRETE ANCHOR NOTES: w
8 1.Concrete anchor locations at the comers may be adjusted to maintain the min. x o 0 o a
edge dbtonce to mortarbints.- c
2.Concrete anchor locations noted cis"MAX ON CENTER"must be'adjusted to
maintain the min.edge distance to niodor jofnts,add clonal coricrete anchors
may,be required to.ensure the"MAX.ON CENTER'dimension are nofeiiceedetl:
3 Concrete anchor table., i
At1C1fOR ANfHOR 'A!M_ MIN CtFARANCE MIN CIEARANCI n v n N^z o
TYPETO MASONRY TO ADJAGI M •. D
$IZE T MBEDMEt41 :EafiE ....•.: ANC'HbR ..< DATE 2/19/14 z
ffw Z'. 4" sva. N.TS.
} TAPCON Dwo.By: JK m
SLCO ' 4" . r: FS
vi ULTRACON 1/4" 1-1/4m
DaewuM ND,:i
WOOD SCREW INSTALLATION NOTES: °
1.MoIntaln a minimum 518"edge distance,I"end datance,$1"o.c,spacing of FL-16851.6 0
wood screws to prevent the splitting of wood. N
snu
' R1Gients\New Soufh Wlndawt PERMANfNTV1-Florida Product Approvals\FL•168515Ing1e Hung\C-Drarings\F1-16&512017)\FL-168516.dwg,5-2
fig, ..
329"
..
P y
0.067' 0�El .. .
H
r,
t
219"
2_. --
1.24"
S
T O
O T N O
124" 1:78
T
1.66°
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124°
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026^
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O 0.045" t1tt��,1$CrFINJ��r�i
No.C3409
October 1Z 2017_
Q PRODUCT: Donlmmta PrtnPoltd�+i •t• ••
r 17[ 5 70 08 77 UPDATE TO'6TH E0: 2017 F8C JK SINGLE HUNG WINDOW LyrMon F SehmldE ��i •••'•..„•..-''••• ���
to 4
2/13/77 ADDED 37262-MNDOW'SIZE LFS P.E No. 43409 �¢4/ t��"
IN Z 3 9/27/16 ADDED ALT.ANCHOR LOC4770N LFS m �11111111111�%
,P" -.0ADD GLAZING.DETAIL JK PART OR.ASSEMBLY: ..K BUILDING.CONSULTANTS,:INC.
UPDATE TO STH ED. 2014 FSC LFS P.O. Box 230, Valr7co, FL 33595
_ L
I� x ;' NO DATE 8Y Phone No.: 813.839.9197
REVISIONS COMPONENTS FBPE CA No:'9813
2014 R.W.BUILDimo CoN9ULTAmm INC.
t
BILL OF MAIEWALS N►►►►►►* r i��t�4
►1FM f DEScwmw MAUVAI ;
B 2X BUCK:SG'>=0.55) WOOD .�• •• ,•
� � n
C 114"MAX.SHIM SPACE � J
D 114'X'2 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL to *
E MASONRY••3,000 PSI MIN.CONCRETE
ONCRETE CONFORMINGTO ACI: CONCRETE y
V'',' �..i.r.jju► ```, ot 1a
1BLOCK BDASTM C90
F # 0 XZ' MIN. STEEL 'of
n
o °D 0
G 2X STUD(SG>-0.55)
WOOD o N
H #10X2-1/2 PPH:SMS STEEL 518" ^ 0
J STEEL STUD Min.Thk.033 ASTM A653 GRADE 33 Fy=M ksi min.,Fu=45 ks)min.) STEEL GLASS BITE 718"O.A.GLASS THK. civ i 9.0 w
K 0.
#10 PPH SELF-DRIWNG SMS STEEL GLAZING SEALANT - � '°i n
SIKAFLEX-652 a m d a
L #10X2 PPH:SMS(1-1/T MIN.;EMBEDMENT) STEEL. ( 1
1 EXTRUDED VINYL;FRAME(465)' RIGID:PVC o`�
2 EXTRUDED VINYL.GLAZING BEAD(736A)' RIGIR PVC 1/8"ANNEALED GLASS J.0
a.
3 EXTRUDED VINYL^GLAZINGBEAD(425A)':.. RIGID:PVC LJ —0.0901-SAFLE"PVB INTERLAYER
4 SILL (469)• wRIGIUPVC
5 : STILE(438)''. RIGID:PVC CD 1/$'ANNEALEDGLASS 3 y
N 6 MEETING RAIL(477)' RIGIDPVC AIRSPACE z sa
7 LOCKRAIL.(476)' RIGID:PVC: : 1/8"ANNEALED GLASS
F 8 BOTTOM RAIL(4858)' ' RIGID°PVC:
g 9 MEETING RAIL REINFORCEMENT 6063-T5 ALUM METAL REINFORCED BUTYL s m w
a 10 LOCK RAIUREINFORCEMENT 6063-T5 ALUM ��,
II SASH LOCK o do
12 KEEPER _. Not approved for use above 30 feet in the"HVHZ". o��— o mQ
13 - BOTTOM RAIL REINFORCEMENT 6063-T5 ALUM GT GU3LNG DETAIL 0 a
14 HEAD ADAPTER(473)'. RIGID:PVC 0- a
18 STILE REINFORCEMENT 6063-T5 ALUM m
20 WEATHERSTRIP•
21 BALANCE COVER(468) RIGID PVC'
5 22 EXTRUDED VINYL GLAZING BEAD W/DRIP EDGE(467)'. : RIGID PVC GLASS BITE 7/8.O.A.GLASS THK. w F
24 BULB GASKET(AMESBURY) FOAM
GLAZING SEALANT
•THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS:FOR WINDOWS ARE TO BE PRODUCED BY (SIKAFLEX-552);
EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS:FOR RIGID PVC EXTRUSIONS". i z a B o
178"ANNEALED GLASS �Q o= Ln
0.09d'SAFLE0 PVB INTERLAYER o x 3 0
u�
8CD
118"ANNEALED GLASS 0 0Q 0
AIR SPACE S g z
.
Fzm
Uj
1/"TEMPERED GLASS
METAL REINFORCED BUTYL
z
Q b FU
G2 GIAZINGLIETAIL ontE: 2 17/14 _
0
scA1E:. N.T.S.
3
9 m,BY, JK
NOTE:GLAZING>36"WIDE REQUIRES TWO(2)SETTING aa:BY: LFS 3
BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 °""""'G No.: v
FL-16851.6 0
s W '6 aF 6 g
m
4