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d FL# FL15449-R10
Application Type Revision
no
Code Version2 17 RECEIVE®
Application Status Approved
JAN
Comments
Archived a COUnty, Permitting
Product Manufacturer NewSouth Window Solutions
Address/Phone/Email 10741 Cross erce Blvd.
tampa, FL 33610
(813) 626-6000
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email CExterior
Category Subcategory Door Assemblies
0
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
LUFlorida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E.
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.
Validation Checklist-Hardcopy Received
ti
Certificafe of Independence FL15449 R10 COI (!d) Certificate of Independence.p�ff
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2008
AAMA/WDMA/CSA101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1886 2013
ASTM E1996 2014
ASTM E1996 2006
ASTM E1996 2009
TAS 201, 202,203 1994
fn
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/19/2019
Date Validated 06/20/2019
Date Pending FBC Approval 06/27/2019
Date Approved 08/13/2019
Summary of Products
FL# Model,Number or Name Description
15449.1 a. 6000 Series/Model 6200 Extruded Vinyl "Non-Impact" Sliding Patio Door- (XO or OX
Configurations-Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 RIO II (b) Inst 15449.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 15449.1 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.1.pdf
additional use limitations, installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.2 b. 6000 Series/Model 6200 Extruded Vinyl"Non-Impact"Sliding Patio Door-(XO or OX
Oriel Configuration - Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 RIO II (b) Inst 15449.2.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 15449.2 for Design Pressure Ratings, any FL15449 R10 AE (b) Eval 15449.2.p_df
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
15449.3 c. 6000 Series/Model 6250 Extruded Vinyl "Impact" Sliding Patio Door-(XO or OX
Configurations- Nominal 8'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 RSO II (b) Inst 15449.3.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 15449.3 for Design Pressure Ratings,any FL15449 R10 AE (c)Eval 15449.3.p5if
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15449.4 d. 6000 Series/Model 6250 Extruded Vinyl "Impact"Sliding Patio Door-(XO or OX
Configurations- Nominal 6'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15449 RIO II (b) Inst 15449.4.p
Approved for use HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409
Impact Resistan Yes Created by Independent Third Party: Yes
Design Pressure• N Evaluation Reports
Other: See INST 15449.4 for Design Pressure Ratings, any FL15449 P10 AE—( ) Eval 15449.4.pdf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15449.5 e. 6000 Series/Model 6400 Extruded Vinyl "Non-Impact"Sliding Patio Door- (OXXO
Configuration - Nominal 16'0 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 R10 II (b) Inst 15449.5.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 15449.5 for Design Pressure Ratings,any FL15449 R10 AE (b) Eval 15449.5.pLff
additional use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
15449.6 f. 6000 Series/Model 6350 Extruded Vinyl "Impact"Sliding Patio Door-(OXO
Configuration- Nominal 9'0 x 6'8)
I UUIND tN:ew— outh.,,
.so uri0?8
9b"MAX.OVERALL FRAME WIDTH
39,ffMAX i���''fH►1111 \�`��, �"d. d
1CokFoitBWd..T6rcmd,.Fl33b10 . D.LO:WIDTH $c�.•:Z
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6000 .Series Model 6250
Sliding Pafiio Door03
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IMPACTFa
GENERAL NOTES 1.d' j
1. This product has been evaluated and is in complwnce with the 6th Edition ?
o '
v
& (201.7)Florida Building:Code(FBC)including the'High Velocity Hurdcane Zone'
(HVHZ);
2. Product anchors shall be as listed and spaced as shown on details.Anchor
b embedment to base.materialshall be beyond wall dressing or stucco. t°
. 3. When usod in the"HVHZ",this product complies Mth-Seetion 1626 of the Honda T ro
Building Code and does not require an impact resistant covering:
4. For stud framing construction,anchoring:oflhese:units shall be the same as
Q that shown for 9x buck masonry construction: p a
el 5. Site conditigns that deviate from the details of this drawing require further
engineering analysis by licensed engineer or;registered architect. g
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TABLE OF CONTEMSMAX MAX G
MqIASS DESIGN PRESSt1RE 9 m
FRAME D.L:O. lN1ERLOCK N D
SHEET# DESCRIP17ON DIMENSION DIMENSION TYPE z
I Typical elevations,design pressures'&general noies Pus. NEG." aac: 6/15/15. g
2 . Horizontal cross sections: 96.0"X 960 39.63^X 63.63" ALUM GT +50.0 -35.0 N T s
3 Vertical cross sections avc IN, JK. m
$ 4 Buck and frame anchoring c1tK,.art 1Fs 3
5 001 of materials, lazing detail and components DROM M-.
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3 � - 3 � `'rte 2 y w •r t�.`�$a n
. � EXTERIOR $ Gt ��i��•~'••. ,`��� �.I gam. W
NOTE:Sheet Metal
1 v
2N Screws must penetrate 9 m@ w
2 0 2 X a min.of 3 threads NOTE:
4 through the steel stud. O 0 1,Item Gi spaced 3"horn each end m d a
maintain a min: d
( and 6 more equally spaced(8 total). �
? 3/8 edge distance). 2.Faed panel secured to frame with
ry G SEE NOTE 2 Rem G,B"from each and and 2
rn T a
N / / more equaly spaced(4 total).
INTERIOR
3
e HORIZONTAL CROSS SECTION
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INTERIOR 14 2 10 14 Gl INTERIOR 30 10 NS: ;�
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1 HORIZOMAL CROSS SECTION 2 HORIZOMAL CROSS SECTION 3 HORIZONTAL CROSS SECTION MAWW M.
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2 2% Buck Masonry Construction 2 ALUM wn�RLOCK, 2 1X Suck Masonry Construction FL-15449.4
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.``ttttt1411112/��II
No,43409
JanuW 23,2018
PRODUCT: Document.Prep-w•eKln
NewSouth L d F Schmidt SII •''•
P.E Na. 43409 pllh .'t�!````�
I� r- L4 to p 1 22 18 ADD STEEL STUD ANCHORING JK PART OR ASSEMBLY: BUILDING CONSULTANTS 1
./m'� .. ..
sD .. in.-. ..1..10 OS 17 UP.DATE.TO 6TH ED. 2077 FBC. JK ✓aI P.O. Box 230,.NeIReo, FL_33693
NO DATE CROSS SECTIONS Phone No.: 813.as9.9197
REVISIONS FOPE CA No. 9873 ,
0201 61 R'.W.'9U,LD,NG 00. TA_g I.M.
4"OP.) I nyp•1 3 (TYP.1
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II I I G
II Ito:2X I 2XBUCK HBUCKI I DIRECT TO
ry II FRAME TYP.®HEAD I I .MASONRY M G m �
11 V BUCK AND JAMB I I iX BUCK H 2X BUCK H z '¢
MASONRY II '^O MASONRY I I STEEL STUD.T
I I DIRECTTOm
OPENING II OPENING' I I M 0 o
MASONRY o
I I 1 I JI iYP.LL
1X BL CK IN a
a I I v I I I STEEL STUD T m
2X BUCK ANCHORING FRAME ANCHORING, JAMB:TRACKS. w O
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CONCRETE ANCHOR NOTES:
c 1.Concrete anchor locations at the comers may be'adJusted to maintain the min.
9 edge distance to mortar Joints. �'a
s 2.Concrete pncho/locations noted.as'MAX.ON CENTER"must be adjusted to
maintain the mini.edge distance to mortarjoints,_additional concrete anchors III a i
WAP HOLES
s may be reglived to ensure the"MAX. R"AX.ON CENTdimension are not exceeded. I� F ^w F
3 Concrete anchor table: ��Ii.�
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NCE CLEARANCE. MIN CLEAitA
gNCt{oR AN�NOk M1N 70 Mj150NRY TQ.;ADlAEiVF w^o e
:. TYPE STd� 6M$EDMEbIT .•_EDGE; .....;....ANCItOk..:�., Z v
5 i ...::................_... ..... ..... DATE: 611511,5
TAPCONe 1/4" 4" SME! N.T.S. 9
eico
ULTRACONi 1/4" 1-1/4": 1" 4" cNc By,. LFS
WOOD.SCREW INSTALLATION'NOTES: DRAWING No.:
1.Maintain d minimum 5/8"edge distance,i"o.nd distance,&i'.o.C.spacing of FL-15449.4
wood screwssto pievent the splitting of wood. SIM
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�----3.75—�——� \�`� ...
BILE OF(MATERIALS � '`oo r ':V►�', �
Irei� DESCRR7IDN "
MATERIA! f N: 0.09"
_0
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A' 1XBUCK SG>=0.42 WOOD
B 2X gUCKSG>=0.42 WOOD `
C' 1/4":MAX:SHIM SPACE. eo I 'moi ��'•..... r° �`� �i-$o`r�`m
D 1/b":X:2.3/4"PFH ELCO OR ITW CONCRETE'SCREW STEEL o q 9^ �'/i/ \\�`` c�':lie
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MASONRY-3,OOD PSI MIN.CONCRETE CONFORMING TO ACI 3 GLAZING HAD SASH S11LE 4I t lit o z
ECONCRETE . gg7p.356 p57 2a- v"�••
301-OR HOLLOW BLOCK CONFORMING TO ASTM C90'.' as67350-os4 z g 2 .
F' #10 X 2''PPH SMS(13/16"MIN.EMBEDMENT) STEEL E m,o
G #8 X 1"PFH SMS STEEL Ss E3 g d: a
H #10X24/7'PFHSMS:(1-1/4"MIN.EMBEDMENT)' STEEL
2 ENS md:`a�
J 1/4"-X2=1/b'PfHITW.CONCRETE SCREW[ SEH --0.060 0.055' G�
K #6 X 3/4"PPH SMS STEEL U.08" $
a M. 1/4";X31L4'PFHfiWCONCRETE SCREW' STEEL "�
N 114''X 3-3/4"PFH ITW CONCRETE SCREW STEEL
T #106 PH SELFORILUNG SMS STEEL
FRAME CAP
� X STEEL STUD Min:.Thk 0.054"(ASTM A653 GRADE 50 Fy=50 ksi min.,Fu=65 ksl min.) : STEEL
1 FRAME' PVC 1yo b
2 SASH STILE• P:VC s
F 3 GLAZING:BEAD• PVC I► 1.57'--i 3 $
4 FRAME CAP' PVC
N. 5 INTERLOCK(6063-T5 ALUM) ALUM
6 SILL.CAP(606345 ALUM) ALUM o
7. SASH TOP AND BOTTOM RAIL' P.VC O.W.
3 g SASH SUPPORT(606345 ALUM) ALUM 6 a a m
0 9 ROLLER SUPPORT(6063 T5 ALUM):: ALUM
10• REINFORCEMENT(606545 ALUM) . ALUM Q 0.07'
I T RXEDTRACK 6065•T5 ALUM) ALUM
a 12 SILL ROLLER TRACK(6063-T5 ALUM). ALUM5 INTERLOCK
14 REINFORCEMENT 6065-T5 ALUM) ALUM S^� 3
25 ROLLER ASSM, : STEEL
1 30 LOCK AND HANDLE 1.71" U o
V)
31 STRIKE PLATE q o
•THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS'FOR WINDOWS ARE TO BE PRODUCEDNS". O
BY EXTRUDERS LICENSEES IN MMA CERTIFlCATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 3ASN TOP AND BOTTOM RAIL
a BJ6&316'DSS
0.8T'GLASS BITE
I"OA.GLASS THK; o
B 3/.16"TEMPERED GLASS:
0 -"N
a o
AIR SPACE: -- F - m
SRL CAP B
w
g 1/8"ANNEALED GLASS F 0I 3S6-ASI-52-COV Noo
rz 0.090"BUTACIIE PVB WERLAYERo
L ^0 0 0
1/8"ANNEALED GLASS' � �" p
GLAZING SIUCONE a 6/15 15
(DOW 1199) ALUMINUM SPACER T _0.08" 0.095" 4 0.04° s :N.T.S. °
Gl GLAi1NG DETAIL. ;
nx et: LFS
' 14 REINFORCEMENT lU RANFORCGMEW 11 FXWIRACK 12 RO!lF_ CK owWMNO.: m
356 Ag,S2. FL-15449:4
z NOTE GLAZING:>36"WIDE REGUIRES.TWO(2j SETTING BLOCKS ��� �A� a
CONFORMING TO F8C SECTION 2411-33.1 sir 5 OF 'S g
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