HomeMy WebLinkAboutProduct Approval (4) o•
SCIS Home Log Inn User Registration Hot Topics E Submit Surcharge Stats&Facts Publications Contact Us ± BCIS Site Map i Links Searchpr
t
gF ' Poduct Approvals USER:Public User
t'aA '
Product Ap roval Menu>Product or Aoylication Search>Application List>Application Detail
* FL# FL15449-R10 _Application Type Revision
Code Version 2 17
Application Status (:Approved
Comments
Archived
Product Manufacturer NewSouth Window Solutions
Address/Phone/Email 10741 Cros erce 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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, RE.
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
Certificate of Independence FL15449 RSO COI (.d) Certificate of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2008
AAMA/W DMA/CSA101/I.S.2/A440 2011
ASTM E1686 2005
ASTM E1886 2013
ASTM E1996 2014
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 06/19/2019
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 FLIS449 R10 II (b)Inst 15449.1.2df
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 R10 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.pAf
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 ST x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL15449 R10 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.pdf
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 8'0 x 8'0)
Limits of Use Installation Instructions
F Approved for use in HVHZ:Yes FL15449 R10 II (b)Inst 15449.4.pdf
Approved for us u We HVHZ:Yes Verified By: Lyndon F Schmidt, P.E.43409
Impact Reslistairift-,Yesj Created by Independent Third Party: Yes
Design Pressure: N Evaluation Reports
Other: See INST 15449.4 for Design Pressure Ratings, any FL15449 R10 AE (g) Eval 15449.4.p41f
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 i
Configuration -Nominal 160 x 8'0)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FLi5449 R10 II (b)Inst 15449.5.pd
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)Evai 15449.5. If
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)
TIONS
96':MAX.OVERAU FRAME WIDTH � ^•._, .•~ F g .�.
39.63"MAX ++��.
ri
OokFokBWd..7cunpo.FC33610 DLO.WIDTH ip log,
CR.d
6000 Series A' ' del 6250
a
$11dino Toff Door
`7MPA�T" .
GENERAL'NOTES
.s 1. This product has been®valuated and is ip compliance with the 6th EdHion . �
(2017)Florida Building.Code(FBC)including the High.Velocity lturdcane Zone' CL 'L o�
$ 2. Product anchors shall be as listed and spaced asshown on details.Anchor
b embedment to base material shall be beyond wall.dressing or stucco:
NF .. .. ..
3: When used in the'HVHZ,this product cb.mpum*t s6don 1626 of4he Florida a lm
Building Code and does not require cft xrippct resistd6t7covering:
4. For2><stud:framing coast won,.dnch(5 g of theso units:shall be the some as �^
that shown for2c buck,masonry'consfiue$on:
5. She.conditions ihatdeviate from the detgls of this cirawmg regt#efurther .
engineering analysis by a IrcerLced engfieer or registered architect. g�.
TABLE'.OF CONTE M MAX. MAX AE3lGNPRESSUkE q o
- IME K r'� m. .
SNEfTdi AfSCRlPiION . .. .: ..
FRAME: D.r:O. RIOC
1 Tcai elevotions, esign Oessu[es&general notes FOs NSF! NECi.' aae s 15 15...g.
2 Hoftntai cross seafions.'... a sc,iE tv o
DIMENSION DIMENSION mE' '
96 0^X 2a o' 39 63"X83.6 - ALUM et +S0.G 35.0
3 Vedcat cross sections owc'ev dK m.
4 euckond mea anng
5.> Bill o m ass, g deta➢and corriponents
cew.en.-.IFS
:. on�we c:da:
FL-15449.4 m
- ,.�L.or 5 0: .
sxRT
i
a a,
3 _ * n
r'
EXTERIOR 3 ` GI '..,�y,•f o...,, ,,`,`,.�.. t-
: o
3
1 NOTE:Sheet Metal
2 Scxews must penetrate E r .e
o O 2 X a m1n.of--3 fhteads NOTE. A o a
4 t*ugh the steel stud �� 1.Item Gi spaced 3°from eadt etid 4 m a a
2 (mclntatn a Mn; c� and 6 rnore equally spaced(8 total):
Mr,edge distance). 2.Ftted panel secured to ftame:with
. G SEENOTE2 hemG',8"fromeachend and
2
T more equally spaced(4.fotal)c n
INIVIOR
F to
3 4' HORIZONTAL ROSSSELIE
Ci10N
B2! Steel StudCons►matfon,
1-1/4"MIN: 1-1/¢'MIN.
U
EMB.(ryp.j + C EMBr(TYP.)' of o
a o SEE NOTE 1.
a o 2 3 ExrERIOR 3 G 2 K o
g 10
,�� •v . G FXT6210R 4
p 5 2 � a
3 f P e
;a d
�• G SEE NOTE 2 G1 v
_ I unr ypt
zd to a
ItJTt3t10R ld 2 ��; lA G� IME R 30` nAr :6 15 t _
o N M swa. N.T.S �.
E' apc.BY. JiC m'
1 . LFS
HORIlO AL CROSS SECTION r�_2�HORRONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oxwmn rm.: m:
2X Buck Masonry Construction_ :�Al.uM fNiERlaClf Q iX Duck:AMeon -Constructbn
r' FL=15449.4 .N
sx�t 2L OF.-5
N
..R1CfienMNew�South.Yfridows.¢TRMANENiV�-.Florida PrcAiiccApprovats�fU5493SlidagDoottt_tlravim951FL-15449.(2617I.�L-154493-S:dwg,33 .. ...
d
� �. . .. . .
m
90
EhIB.(TYP.j a a
-}1I4*MM.
tv.. .�. . �.. .. I EMB.(TYP.�
0 1
Z .. .. .. ..... ... .. .. .. . . _ .. .....
C
ir
I� v
h ..
� T
ww 0
O
... y... .. ..._. ....... .... ...... .. ..
D
A }-1/P MIN.
Nc
`�`}puurgrr��
No 43409
g lan 23;'ZD18
n€ NewSouth �ynoeaa�.�� er.!i��,,
lWat
... .. PRODUCT .. ... .. .!/Ijr' �LE��......,....
_......... ..43409
.. llf ....
.. ... r'...................... . ,-
tft
? '- N y 1 21 T8 ADD STEEL.STUD ANCHORING X PART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
a r '{
�L^..A. y,N NO t DATE.17 UPDATE..T0..67H.ED..2D77..FBG BJYK. .VER7ICAC :. _ - : ..:P.O..,Bo o.. 61..669.9 �FL.33395...: ...
CROSS SECTIONS VMV E C.A. o.So09.8I87
REVISION FBPE A No.8853
®ZO16 R.W.'Bup.0040 CON9uLT4NTe INO:. .. ... .. .. .. .. .. ...... .....
vn
q.
0.
4., VMS
(TYP,) (jYP,f%
IJ-'J f -4°(fr.) If T(TYP.) tit I Itr A!°
°p�'" as
�• 0 z x d
^O c4i�;rF z$^. o
a W
D II
it ► I :§� :
11 �r o_ F 2X BUCK
I I j DIRECT TO I I G
U MASONRY I I ' '
II M :iXBUCK
BUCK II I 1 2XBUCK H y �
II _ T STEEL STUD I I DIRECTTO'. o �`�
C II FRAME. TYP.@ HEAD I I ;MASONRY
`M m a�
II U BUCK AND'JAMB i i iX BUCK 'N 2X BUCK z cxi
MASONRY II —O H
OPENING II MASONRY I ( :STEELSTUD T
OPENING' DIRECT TO C°
II I I MASONRY
M n
II I I SILL'' o
1XBUCK IN a a
t STEELSTUD T
ool
N
2XBUCKANCHORLNG -FRAMEANCHORING: JAMB IRA
CRS:
CONCRETE ANCHOR NOTES: fr� Zi
I.Concrete anchor locations at the comers may be adjusted to maintain the rain. e o '
8 edge distance to moddiloints.
s 2..Concrete anichdr locations noted os MAX:ON CENTER must be odAted to
maintain themin.edge dutaiice to mortarjouTts:gdditfonoiconcrete:anchors a d
may be requfred to ensure the MAX ON CENTER"di'menslon are not exceeded, WEEP HOLES
IrnI I �• F ?
3.Condrd anchor table
trN CtBARAAIC= hUN G[EAft MMtLS- a
r4M�HOR A#J' flc51# lYllll 70 MASQNRY TQ/ADJ/10EN� c u
TYPE 6MBEOMRNI
U
TAPCON® 1/4" 1.1/4" 4" z
N T.S:. 9
3 ELCO
ULTRACON:
. WOOD SCREW INSTALJATION:NOTES: o'K ::: LF5 3
1.'Maintain d rgolrpum 51Wedge distance,I"end distances,&I"o;c.spacfng.of °AFL 54 0
wood screws to prevent the spifftind of wood.
49;A
satar 4 OF 5 c
m
{
r
BILL OF MATERIALS
arm : DISCIBI7TON o y u
A: 1X BUCK SG> 0.42. WOOD
B: 2X BUCK SG>=0.42: WOOD .
C: . Il4"•MAXtSHIMSPACE; "'
D : Ilb X 24M PFH ELCO OR ITW CONCRETE:SCREW 'STEEL o : ��'�i '••• f ���� :"�
E MASONRY-3,000 PSIMIN.CONCRETE CONFORMING TO ACI GLALNG eEAD 4'� ,
CONCRETE : 3 SAEHsnte. hI 1 ill S is z
301.OR HOLLOW BLOCK CONFORMING'TO ASTM:C90:: 2' ess7as6os9
F_ #l0 X2"PPH SMS(1.3/16"MIN.EMBEDMENT) STEEL # z
G #8 X 1"PFH SM5 STEEL E m
w
If #10X2.112 PFHSMS. 1 1/4"MIM EMBEDMENT): : STEEL _I'T
J 1/4 X'2-1/4 PFH ITW CONCRETE SCREW::' STEEL I I.
K #6 X 3/4 PPH SMS STEEL H oASS
�. STEEL a.o6o a 0W M: 1L4".X&1!4"PF8 TTW CONCRETE SCREW.:; J a
N . INA3-3/4'PFHITW.CONCRETESCREW:: STEEL ;
M: T. ' #10.16 PH SELKDRILIING SM5 STEEL . FRAME CAP` i
X STEEL STUD Min:Thk 0:054"(ASTM A653 GRADE 50 Fy=50 ksi min.,Fu=65 W min:) STEEL 4: �1
1 . FRAME' PVC FRA E
2: SASH STILE' PVC esnas�Dso "o .
fi 3 GLA2ING:BEAD• PVC F-1.5TI o r
4' FRAME CAP' PVC
5: . INTERLOCK(6063 TS.ALUM ALUM 4.53" -j 2
6: SILL CAP(606345ALUM) : . ALUM : o
7: SASH TOP AND BOTTOM RAIL' P.YC o
LA
8: SASH SUPPORT:(60634SALUM ALUM
0 9a ROLLER.SUPPORT(606345 ALUM) - ALUM : &! '
t 10' REINFORCEMENT 606545 ALUM :: ALUM
III: FIXED TRA.CK 6065-T5ALUM) ALUM =e
g 12 SILL ROLLER TRACK 6063-T5 ALUM) ALUM Q.64
14; REINFORCEMENT 6065-T5 ALUM):: ALUM 5
25 ROLLER ASSM STEEL z_
0
30 LOCK AND HANDLE.: N
3T STRIKE PLATE L71" �. 8 0
'THE APPROVED WHITE RIGID PVC EXTERIORD(TRUSTONSPORWINDOWS ARE TOBEPRODUCED o N
BY EXTRUDERS LICENSEES IN AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS �. SASFI iDP AND EOIi0A1 RAIL
. . : 85d&SSd•D56. o .
a87'GLASS BITE qIWw
1"O.A..GLASSTHKt3/16"TEMPERED GLASS: 129" 1.SS F»— i s
AIR SPACE S, m
I/8"ANNEALEDGLASS. .a 083" 6 s P w
0 35 21-2-COV
-0.Off BUTACTTE PVB INMLAYER
GLAZING SILICONE
I/B'ANNEALED GLASS.
L �'1.
(DOW I1") F
ALUMINUMSPACER T 0.095 o
�+ GLAZING DETAIE. 0.08" 4. 0.04"' sc N.LSi
RflNFOKEMFM JWNFORCEMW. .. L
ntic er: LFS
14 10 11 10,1ED TRACK:: 12 ROVER TRACK DROM No.: a
z NOTE GLAZING>34V WIDE REQUIRES:TWO(2)SETTING BLOCKS 356 A6s 35bA5152•IRIc m
CONFORMING TO FBC SECTION 2411;3.3.1 : FL-15449. n
s4a.5. of $ Q.