HomeMy WebLinkAboutProduct Approval (2) N h
a tt
BCIS Home I log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications ! Contact Us BCIS Site Map Links ? 'Search
FUd
Product Approval
USER:Public User
f�;ragrtd ;rr
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL15449-R10
Application Type Revision
Code Version 2 17
Application Status Approved FEB 10 NG
ST. Lucie County, Permitting
Comments
Archived
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@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative CExteriorDoors Address/Phone/Email
Category 0 Subcategory Door Assemblies
`"1�1j Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
LU
? Evaluation Report- Hardcopy Received
Florida 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
Certificate of Independence FL15449 RSO COI (9) Certificate of Independence.pdf
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 E1886 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 FL15449 R10 II (jI)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 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 (D) Eval 15449.2.pfff
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 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)Eva[ 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
Approved for use in HVHZ:Yes FL15449 R10 II (j1) Inst 15449.4.pdf
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 R10 AE (c} 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 FLIS449 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 (12) Eval 15449.5 p�f
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)
...........
NNewsouth
WINDOW sOlUTIONs �, :. E�1
96"MAX.OVERALL FRAME WIDTH �'''� ''•._. ... ��`� r f S w
39.63MAX ,`����///1 II►t \\\\`` ;oo'p o
Oak Foi Ohrd;,Tampa;FL 3341.0 D.L.O.WIDTH
m S v 4.4
N E�, 0.0
Na. '9
Q o
6 000 Series Model 6250 ,;i ,;i
Sliding Patio. Door
m W�
'ii�npacrr o
ID ti�
GENERAL NOTES 9 F2
1. This product has been evaluated and is in compliance with the 6th Edition
J- (201.7)Florida Building Code(FBC)including the"High Velocity Hurrlcane2one" &I a a
(HVHZJ.
S 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.
cT
z t,
3. When used to the"HVHZ",this product complies with Section 1626 ofthe Rotida o 0
Building Code and does not require an impact resistant covering: X N
B. o
4. For 2x stud framing construction,ancharing of these units shall be the same as . V,
a that shown for 2x buck masonry construction.
u
5; Site conditions that deviate from the details of this drawing require further
o engineering analysis by Iicensed:engineer or re architect.
E
TABLE OF COMM MAX MAXDESIGN PRESSURE
a SHEETtt DESCRIPAON FRAME D.L;O. INIERLOCK GAPS (pS� N„z z:
DIMENSION DIMENSION u
v 1 Typical elevations,design pressures&general notes POS. NEG. SATs 6115115 z
2 . Horizontal cross sectionsscat/ N.T.S.
3 Vertical cross sections
96.0"X960 39.63"X 83 63" ALUM GT 4$Q,Q -55 Q ppm or �K m
4 Buck and frame anchoring
5 Bill of materials. iFnfi detdl and com onents .�: LFS ;
— FL-15449.4
n o
.� sH T 1 OF—5 �.
a —
a
t t C x'z m
3 r` 3 2
t]CTERIOR 3 GI rrr4 ``� ME
E
� o
U
2' NOTE:Sheet Metol — _a z d
1 2 Screws must penetrate r gal'.
2 p 2 X a ialn.of 3 threads NOTE:
a through the steel stud 1,Item G,spaced 3°from each end
p U
(nialntalri a min: � and d more equally spaced 18 tato!}.
2 3/8"edge distance), 2.Foced panel secured to frame with gg W
H G SEE NOTE 2 item G,8'from each end and 2 SQ
T more equally spaced(4 total).
INTERIOR
oto z
3 4 NONZONTAL CROSS SECTION a
2 SteelStudConstwcfion z w io
s 1-1/4 MIN. EMB.{TYP.}�
EMB.(tYP.) C
O
3 V '
a'o SEE NOTE 1 I
a 2 3 EXTERIOR 3 G 10 2 I
c�
e v G EXTERIOR 4 q, o
�N
v U Uk
f~1 5 2 o
Ln
b a:,
? o �
S ?r o G SEENOTE2 Gl b < °s
y
ME
o
z `-Q N^
2 G] INTERIOR q
'_ ave: 6/.15/15
x
N M scm J.T.S. 9
owc.Of: A
tail.at.. LFS
$ t MORlIC}NTAL CROSS SECAON 2 NORIZOMAL CROSS SECTION 3 HORIZONTAL CRASS SECTION WWINa xo.:
2 2X Buck Masonry Construction 2 ALUM INTERLOCK 2 1X Buck Masonry Construction FL-15449.4 .O
z" sx cT 2 of 5
to
d
a
Mcriients\New South Wiindows.PERMANENT\A-Florida Product ApprmaMFL 15449 Sliding'Door\C:Drawings\FL-15449(2017)PWL-154493-Sdw433 ...
. .
C1 Z
tut N
a
o
v n
v.
o 0
a•O to ' (�
2 �
v ,
1-114"MIN.
e
Be.(1YP.} o• A
1-1l4-MR
cn
Y �
1 1 • ri
C
tri d .
7D
{S 1
j
�O
ry
co
o�..
0 1-114 MIN.
10 EMS.(TYP.j
No.43408
Janaw M,2018
„ROOUCT: 0—um"PMPW"B?" M `�►
R ` NewSouth Lyndon F. Schmidt ��i .R �:
P
j' rn P.E N. 43409 �T7 cll\:\\��� .
'Y` 2 122 78 ADD STEEL STUD AN JK PART OR ASSEMBLY: lK�(7��BUILDSN6 CONSUL INC. "
rJ l�U� P.O. Sox 230,Vairtco, FL,
rn 7. t0 05 17 UPDATE.TO e4t E0. 2077 FBC JK
�v NO DATE Eil VERT)CAL Phony Ito:813.Sb9.9787
REVISION CROSS SEC17ONS FBPE CA No. 9813
021716,R.W.Suluolma QGN6uLT,#—Ie.
,5Ale. n
4"(TYP.)
(TYP-) 3(TYP.) to4"(TYP.) T'pyP•) rrrr 1st � 0 "m
E o, m
ow
a g.rYi d9LO
TYP.
11 f^O F 2X BUCK I 1a �'
II I I G
II RE&TO
fl
MASONRY -
^� 31
� II M IXBUCK I I w
BUCK II I I DIRBUCKECT
TO fl
II j STEEL STUD 1 1 DIRECT TO n �
c I I FRAME TYP.0 HEAD I I MASONRY M G m ¢U
II V BUCK ANDJAMB 1 I IXBUCK N z Ydz
I I
MASONRY II -O MASONRYI I 2X BUCK H
OPENING 11 OPENING 1 1 STEELSND T DIRECT TO m
c II MASONRY M o
If I I J I YP) UC
IXBK N a
STEELSTUD T
o II I »m
I I
zn
ZXBUCKANCHORING FRAME ANCHORING. JAMB TRACKS a Vn
o
n
$ CONCRETE ANCHOR NOTES: c
I.Concrete anchor locations at the comers may be adjusted to maintain the min. o
edge distance to mortarloinfs
s 2.Concrete anchor locations noted as'MAX ON CENTER"must be adjusted to �a
maintain the'min.edge distance to mortarjoints,additional concrete anchors
maybe required to ensure the MAX ON CENTER dimension are not exceeded. WEEP HOLES 21z
3.Concrete anchor table p
.
W ,4NIt# ANith MIN MIN OVAWA ;C, MIN CLEAAANCE I S N o
i.TYPE. Slb� EMBEDMENY 70 MASONRY 70 ADl..... ;: u
�o
. ELFGL�•:..... ..4NtNc5R.
_.
ITYV ® 1/4" 1.1/4" 4" 4" OM 6115115 °
TAPCON :
z
.o wne N.T.S. g
ElCO ® 1/4" 1-1/4" 1" 4" V".BY: JK' m
ULTRACON cNK BY. LFS 3
R WOOD:SCREW INSTALLATION NOTES:
1.Maintain a minimum 5/8"edge distance,1"end distance,$i"o,c.spacing of URAVANC NO.: ¢FL-15449.4 °
wood screws to prevent the splitting of wood.
0
or 5 ro
a °
f»—— 3.75—^_ 0�". ..
OdOFMATERIAIS rte : r
0
NEM►, DESCWWN MAiER1U F; —
* - h
Ld
A 1 X BUCK SG?=.O.a2.
WOOD :: _B2X8UCKSG>=4.42PL
WOOD �
C' 1/4".MAX:SHIM SPACE o 4.9"
D. . 114'.X 2.314"PFFi ELCO OR IIW CONCRETE SCREW .: -STEEL
GIAZINGBEAD SASNSATf ���» *11111 �O�Oz
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI � o "
E CONCRETE 3 asm3sa W 2 MI-I s•Ds4
301 OR HOLLOW BLOCK CONFORMING:TO ASTM C90 :. , e z o a
F I#10X2"PPH SMS(1-3116"MIN.EMBEDMENT); STEEL Em 9 mit w
G I#8X 1"PFH SMS STEEL 5-*
H #10X-2-1/TPFHSMS:(1-i/,fMIN.EMBEDMENT: STEEL �_1 T.7 I —
J- 1/4".X2-1/4"PFHITWCONCRETE SCREW STEEL { t---tl-it-- 0.056' 0.08„
K #6 X 3/4'PPH SMS : " " STEEL �' »-0.060' T_ll_lL_ a ' 3 ja (�
M. : 1/4':X3-1/4"PFH(TWCONCRETESCREW:
.. STEEL 8 `ate
N 114""X 3,3/4"PFH ITW.CONCRETE SCREW:.' STEEL
T� #10=16 PH SELF=DRILUNG SMS STEEL FRAME CAP
X STEEL STUD Min.:Thk 0.054",(ASTM A653 GRADE 50 FY=50 ksi min.,Fu--65 tat min.} STEEL 4- asrlsQosa f ME
" 1 FRAME* PVC T 2
2 SASH STILE* PVC �� o } o
3 GLAZING BEAD' PVC
4 FRAME CAP" PVC z"
5 INTERLOCK(6063-T5 ALUM) ALUM
6, SILL CAP(6063-T5 ALUM( ALUM oo
7. SA5H.TOP AND BOTTOM RAIL' P,VC 0.06"-- o� ✓x
@' 8 SASH SUPPORT.(6063-T5ALUM) ALUM " M cT a19,.'
a 9 ROLLER SUPPORT(6063-T5 ALUM) : ALUM
v 14 REtNFORCEME14T 606545 ALUM) . ALUM v 0.09 1
a 11 FIXED.TRACK 6065-T5 ALUM) w ALUM
12 SILL ROLLER TRACK(606345 ALUM) ALUM 5 i3ss nsOCK z
14. REINFORCEMENT(6065-T5 ALUM) ALUM o 0
25 ROLLER ASSM. STEELcn
a
30 LOCK AND HANDLE"- o
31 STRIKE PLATE :. I a Ln_
'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS:FOR WINDOWS ARE TO BE PRODUCED =
SASH TOP AND EOnOM RAIL ¢
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". 7 �O� o
0.065^
v' OAT,GLASS BOE o 04
s'
I"OA GLASS THK. Q
3116'TEAAPEREt3GLASS 1 �'PACE, �, 1SS" T Bd" P
CAP
I//T)"SANNEALE'D GLASS I Q 0 � 6 s3s6A5ts2Cov Y o p
"--0.090'BUTACBE PVB INTERLAYER
1" o T.BS o z
118°ANNEALED GLASS ai wiE 6 W.
i S
GLAZING SILICONE 0.08" 0.04" svv1 W.T.S..T.S. 5
(DOWW 1199I ALUMINUM SPACERm.By. JK .
GtAIlNG DETAtt.
croc.Br. LFS
REINFQRCEMIIf RHNWRCEMENT FLXEDTRACK T2 ROIlERiRACK � Kp; m.
Gl ig !0 aAs4ss ii 35d•F5�52TTtK FL-15449A
"o
E NOTE GLAZING:>36"WIDE REQUIRES.TWO(2)SETTING BLOCKS m
y CONPORMNG TO FBC SECTION 2411;3,3.1 sqt>t av 5 q
b
y.