HomeMy WebLinkAboutProduct Approval (6) 1-w MIN.EMBEDMENT #8 WOOD SCREW(SO.PSF) 3
2X WOOD FRAME BY OTHERS #10 WOOD SCREW(130.PSF)
_
INSTALLATION ANCHOR
E KTEMOR SHEATH -
BY OTHERS
EXTERIOR FINISH
BY OTHERS 71 W MIN.EDGE DIST.
PERIMEBER SEAL. IW MAX
BYOTHERS SHIM
a
'i1G'NON.EDGE DISTANCE 3
114"MAX$HRJI
2X WOOD FRAME
BY OTHERS INTERIOR _
W
EXTERIOR INTERIOR i S
7 �(q LLD
i mo
I 1 3!B'MIN. M
i EMBEDMENT p�
a
B8 WOOD SCREIN(50.PSF) EXTERIOR
910 WOOD SCREW(130•PSF)
INSTALLATION ANCHOR
PERIMETER SEAL BY
OTHERS
SHEATHNG BY OTHERS
SILL TO BE SET IN A BED
EXTERIOR FINISH BY
OF DAP BOO SEALANT OR OTHERS
i PERIIMETER SEAL BY BETTER
°THE HORIZONTAL SECTION
EXTERIOR FINISH • WOOD FRAME SUBSTRATE $ NEp: 1110512014
BY OTHERS
EXTERIOR SHEATHING a I)Ll
BY OTHERS
£N,v
2X WOOD FRAME BY OTHERS ``Y,•4`� l�'•��'`i
VERTICAL SECTION �`�►a•;°[pR�Qtr6���
WOOD FRAME SUBSTRATE At
m
METAL STRUCTURE ---- -- - -- .
DY OTHER$
1147 MAX
SHIM
APPROVED SEAL T .
BY OTHERS 910 SMS OR SELF DRILLING(50.OPSF)
•12 SMS OR$ELF ORI WNG(130.OPSF)
INSTALLATION SCREW I
—�7 1W MAIL SW
INSTALLATION I 4
a
CLIP u
INSTALLATION INTERIOR
1 E TAN *PERR&-rER
EWE DISTANCE � ?�
Na
z
2
OF
c
Z
� JFtO SMS OR SELF QRULNG FD.DP3�-- �y
M 7"
12 SMS ORSELF DRILLING(13OM-SF)
INSTALLATION SCREW (�3
EXTERIOR OR EXTERIOR p j
Lsy07HERSETAL lcrultFHYoiHERS F ��
� a
HORIZONTAL SECTION
MXTAL STUD SUBSTRATE
INSTALLATION
CLIP
#10 SMS OR SELF DRILLING(50.0PSF)
#12 SMSOR SELF DRILLING(MMPSF)
PEMMETER SEAL R�$TALIA. SCREW
j SY O
METAL STRUCTURE
SY OTHERS
S NE'D:11/05✓P014
O DDAP� INABEO
sEEAALANTORR .��gJ��,�!1Lrp'�.!��s
t)ETItTi EM�tp
VERTICAL SECTION *:
METAL SPUD SUBSTRATE
��4
, •
g
- 13.1l4'MAX
------ - -- -
G.C. 3"MAX. - ----- ----- $"MAX. --- -- --- ----- --- 17°MAX
O.C.
a
3°MAX. -�
f 3"MAX I
13 1/4"
MAX O.C. �-
20"
MAX O.C. L W
a z m
a I'
J g
3"MAX. 3"MAX. � 91
I 9 h t C4
� �i17°.MAX 1 3M
z
ANCHOR LAYOUT O.C.
FIN INSTALLATION
D.P.50.0 PSF ANCHOR LAYOUT a s
FRAME INSTALLATION r gad i
D.P.50.0 PSF m o
4- w
3'MAX. 3"MAX. 3'M AX. 8'MAX. 3"MAX. d
117 MAX. O.C. ih
�- F
1 3"MAX.
i I
1
5 1/2' MAX O.C. T-
20-
MAX O.C.
Ll S NED:11105MO14
3" 3"MAX. ``\\1�Ali 11�1J1/z
.ti*��5 o
' } -^1 F� 8" 3"MAX.
3
`'1 O.C.
ANCHORLAY
ANCHOR LAYOUT FRAME INSTALLATIOONT C� ar w
FIN INSTALLATION RA D.P.130.9PSF `�%��R1D4;�
D.P.130.0PSF f//., 0
4 3 INTEROR 3 4tb cz ^
D
6
EX7FMOR INTERIOR SA 14 1 Q K O }
gZI
I'm
S 0 2
RIOR ` a
1 ,
HORIZONTAL SECTION
SEE B.Q.M.ON SHEET 8
rAN VERTICAL SECTION
SEE B.O.M.ON SHEET 8
S NED:1110&2014
1111"LO�Ik,r'i
pf •• ATE OF
�4��rONA1,, ���`�
a
1'OA INSULATED GLASS CONSISTING OF: 1"OA INSULATED GLASS COHSISNNG OF:
1B'ANN.1 AIRSPACER 1 WAN0.10.080"PV13 3116"ANN..1 AiR-SPACER I WANK 10AW FVD
BY EA CHLFNCAL CO.111S'ANN, BY EAS CAL CO.1 US'ANN.
DURA5EAL BY
7RUSEAL DURASEAL BY
EXTERIOR "OR
SYSTEM TRUSEAIOR \ SPACER SYSTEM
INTERIOR —� INTERIOR
rm
10 GLASS BITE 912"GLASS BITE � � o
s Rs
J� foV
NOVAGUARD M-100
NOVAGUARD M-100 �- BACK BEDDING a z co
BACK BEDDING �Ai at
z
GLAZING DETAIL A GLAZING DETAIL 8 = 100
�3 =
a
x
s� >z
z
wW �U
w t=
a>
a
T°O.A.INSULAM GLASS CONSISTING OF:
3Rr TE1RP./AIR.SPACER 13/1S"HS.10.07W VANCEVA 1"OA INSULATED GLASS CONSISTING OF.
BY EASTMAN CHEMCAL COJ 1B'TMP.I AIR-SPACER I SW ANN,1 LOW PVIL
3116'HS. BY EASWR CHOWCAL COJ
3116'ANN.
TRUSEAL
DURASE BY
OEXTERR PACER SYSTEM TRUSEAL BY
1
SPACER SYSTEM
INT�IOR
tN�MOR
Wr GLASS BITE C S NED:1110512014
1/2"GLASS BITE
1 OZi It.IILlo'Li/r,"
\ NOVAGUARD M-100
BACK BEDDING NOVAGUARD M-100 *W
.*�
GLAZING DETAIL C BACK BEDDINGpp
GLAZING DETAIL D �G� 4'�
BILL OF MATERIALS
ITEM HEAD, SILL AND JAMB (FIN) 1A HEAD, SILL AND JAMB a
---_ N0. DESCRIPTION_ MATERIAL PART _ . MANUFACTURER \,,,/ PVC :_. . PVC
1 HEAD, JAMB AND SILL (FIN) PVC VM2363 SHWINCO
1A HEAD, JAMB AND SILL PVC VM2363 SHWINCO
2 KEEPER RAIL PVC VM2359 SHWINCO ad
3 LOCK RAIL PVC VM2358 SHWINCO
4- PULL RAIL PVC VM2361 SHWINCO aaa�
5 TOP & BOTTOM RAIL PVC VM2350
sHwlNco
6 TOP & BOTTOM REINFORCEMENT 6063-75 T-11211 TIFTON EXTRUSIONS
7 KEEPER RAIL REINFORCEMENT 6063-75 T-11333 TIFTON EXTRUSIONS O PEEPER RLUL O PECK RAIL = N a+
e LOCK RAIL REINFORCEMENT 6063-75 T-11222 TIFTON EXTRUSIONS o z
9 SILL TRACK PVC VM2372 SHWINCO 1
10 GLAZING BEAD PVC VM2364 SHWINCO t.1{b J a m
� J
11 SILL RISER 6063-15 T-11973 TIFTON EXTRUSIONS - z r -.—..F Z pp 4 Z LU x M
12 SILL RISER 6063-15 OC-3527 TIFTON EXTRUSIONS t o
$ fy R�
13 1.00" INSULATED GLASS PURCHASE 4 a=. l_
14 GLASS BEDDING - NOVAGUARD M-100 SILICONE M100 NOVAGUARD 'o
14A GLASS BEDDING - NOVAGUARD M-400 SILICONE M406 NOVAGUARD O4 PULL RAfL O TOP & BOTTOM RAIL 8 v
PVC PVC a o= Q�
15 4" X t 5"" X 0.5 ANCHOR STRAP STEEL STEEL PURCHASE Go to
f W
W
16 SPACER TRU-SEAL T ltso' +.ea r L a
17 WEATHERSTRIPPING PURCHASE AMESBURY 2.2r m
1g LOCK / KEEPER PURCHASE METAUC TRUTH'
19 TOP LOCKS PURCHASE METAUC TRUTHZ�"�
20 ROLLER ASSEMBLY PURCHASE HS DESIGNS
TOP & BOT RAIL REINFORCEMENT 7 KEEPER RAIL REINFORCEMENT
ALUMINUM 6063-T5 ALUMINUM 6063-75
QLOCK & PULL RAIL REINFORCEMENT i 9 ] SILL TRACK 0.49,
ALUMINUM W63-15 `✓ PVC
1Ar t.tfr
2 5/6" SILL RISER !
twf• 12 ALUMINUM 6063-T5 I 1
+as•� T hhh�r' rr�rl.00'
ass
S NED:1110512014
1.d0" I
10 GLAZING BEAD O 1 1/B" SILL RISER
PVC 11 ALUMINUM 6063-T5 CUP
4.4r t 5 STEEL
S�3 OF
119 4 3/32 -- �� ONAL 1 �\x
S____ 1f IIt11
L. Roberto Lomas P.E. Engineering Evaluation Report
233 W.Main 5t
:Danville,VA 24541 Report No.: 513240
434—688-0609
r11omas@hiomaspe.com
ManufactuErer: Shwinco Architectural
171 Jet Services Way
Dothan,AL 36303
Product Line: Series 9050 Vinyl Sllding Window
Compllance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
I Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(a).The product listed
herein-complies with requirements of the Florida Building Code.
Supporting rechnical Documentation:
I. Approval document:drawing number NL-0023,prepared,signed and sealed by Luis Roberto Lomas A.E.
2: Report No.:NCTL-210-3945-01 signed by Christopher Bennett
1 National Certified Testing Laboratories,Orlando,FL
TAS 201-94 Large Missile Impact Test,Level D,Wind Zone 4
? TAS 202-94 Uniform Static Air Pressure,t50.0psf(with PVB intedayer)design pressure
t130.Opsf(with VANCEVA interlayer)design pressure
Water penetration resistance:9.75psf(with standard sill)
14.5psf(with 1 118"sill riser)
19,5psf(with 2 5/8"sill riser)
TAS 203-94 Cyclic Pressure loading f50.0psf(with PVB intedayer)design pressure
:130.0psf(with VANCEVA interiayer)design pressure
3.� Report No.NCTL 210-3945-1A signed by Christopher Bennett
National Certified Testing Laboratories,Oriando,FL
AAMANVDMA/CSA 101/I.S.21A440-08
Design pressure: f50.0psf(with PVB interlayer)design pressure
t130.Opsf(with VANCEVA intedayer)design pressure
Water penetration resistance:9.75psf(with standard sill)
14.25psf(with 1 118"sill riser)
19.5psf(with 2 5/8"sill riser)
ASTM E1886-05 and ASTM E1996-06109
j ASTM El886/E1996 Large'Missile impact,Level D,Wind Zone 4
ASTM E18861 E1996 Cyclic Load Test,t50.0psf(with PVB intedayer)design pressure
t130.0psf(with VANCEVA intedayer)design pressure
4., Anchor calculations,report number 513240-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure: Refer to Installation drawing
• i Maximum unit size: 112"x 64"
• Units must be glazed per ASTM E1300-04,refer to Installation drawing for details.
This product is rated to be used in the f IVHZ.
This product Is impact resistant and does not require impact protection in wind borne debris regions.
• j Frame material to be rigid PVC.
installation. Units must be installed in accordance with approval document,NL- X\\o%a`l jl0�f/��,
0023.
Certipcadon of Independence: Please note that i don't have nor will acquire a .':`• . �! s
financial interest in any company manufacturing or distributing the product(s)for which *� •
this report is being issued.Also,I don't have nor will acquire a financial Interest in any
other entity involved in the approval process of the listed product(s).
TAT OF ;ZuNA
fto-
lliltt
1 of 1 Luis R.Lomas,P.E.
FL No.:62514
10/2212014
' i.