HomeMy WebLinkAboutProduct Approval WINDOW SPECIFICATION SHEET - Spec.Sheet#: 9841734 Sheet: 1 of 1
Customer: david refford Job#: 9841734 Consultant: Paul Stahl Date: 02/23/2017
New Window
Existing Window Hinge Locations
Measurements Grids Product Options Labor Options From outside,
Left to Right
Bays,Bowls
Location Color Rough Opening #of bars #of bars Csmnts,1 Pnl,
use L,R or S
Glass Misc Items
Hardware Code
Screens For doors use
# `g v O E o _ Mull "S"=stationary or
w Style Wraps � a .21
o� `o 0 p � � � � � X"=operating
F- Room Floor Code (Y/N) Style Code Series Code = w 3 X: 5 Hai U (L �� > _ .°.i > z
— STD,GlassPack:Standard LSR
4 BED2 1st DH N C SH 1200 w W 37.00 51.00 88
STD,GlassPack:Standard LSR
5 BED2 1st DH N C SH 1200 w W 19.00 63.00 82 -
STD,GlawPack:Standard LSR
6 BED2 1st DH N C SH 1200 W W 19.00 63.00 82 .
STD,GlassPack:Standard LSR
7 BED2 1st DH N C SH 1200 W W 37.00 51.00 88
STD,:Full,Glas Pack: LSR
8 BATH 1st DH N C SH 1200 W W 37.00 26.00 63 Standard
STD,GlawPack:Standard LSR
9 MEED 1st DH N C SH 1200 w W 37.00 51.00 8B
STD,Gla-Pack:Standard ICP 2.25,
1 DINE 1st DH N C SH 1200 W w 37.00 38.00 75 LSR
0
STD,GlassPack:Standard F.LSR
1 GAR 1st DH N C SH 1200 w W 36.00 37.00 73
1 .
SPECIAL CONSIDERATIONS:
Wrap Color Line Level Notes?:Trim,MISCB:Permit and engineering fee,Project Notes:
Interior Casing Type ---
Bay or Bow window:
eatboard material(vinyl only-Birch or Oak)
Bay Project Angle(30 or 45)
Bay Flanker Type(DH,SH,or Csmnt)
Top of window to soffit(inches)
If tied to soffit,color of soffit material I have reviewed and agree with all the job specifications above and the
Construct Roof(Yes or No) Special Terms and Conditions on the following page
Garden Window:
eatboard Material(vinyl only-White Pionite,Birch or Oak)
Wall Thickness(inches) _ Customer Signature
Additional Shelf(Yes or No)
There is no guarantee that new shingles will match existing color.
uilding Code Online Page 1 of 3
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Professib ratqonr---�PublicAPProval
Regulation
Product Approval Menu>Product or Application Search>Aoolication Lis[>Appllcation Detail
t $ {; FL# L14911-R7
Application Type Revision
Code Version 2014
Application Status Approved
Comments
I'
Archived
I
Product Manufacturer Sllverline Building Products Corp.
Address/Phone/Email One Sllverline Drive
North Brunswick, NJ 08902
(800)234-4228 Ext4644
JonberrianPslbp.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.Com
Technical Representative Jon Berrian
Address/Phone/Email One Silverline Drive
North Brunswick, NJ 08902
(732)435-1000
jonberrian@slbp.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
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 Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 10/21/2016
Validated By Ryan J. King, P.E.
R Validation Checklist-Hardcopy Received
Certificate of Independence FL14911 R7 COI Certificate Of Independence(2).pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/1 01/I.S.2/A440 2008
AAMA/WDMA/CSA/101/1.5.2/A440 2011
ASTM D1929 1996
ASTM D2843 1993
ASTM D635 1996
ASTM D638 1996
ASTM E1886 2005
ASTM E1996 2009
ASTM G26 1995
TAS 201,202 and 203 1994
https://floridabuildin2.ora/ar/ur apo dtl.aspx?param=wGEVXOwtDauZRi59%2fDrx2lbtd... 7/1/2015
Prl!lding Code Online Page 2 of 3
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL14911 R7 Eauiv Equivalency Of Standards.odf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/13/2015
Date Pending FBC Approval 04/16/2015
Date Approved 06/23/2015
Summary of Products
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FL# Model,Number or Name Description
14911.21 u.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.21.odf
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 14911.21 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.21.Ddf
any additional use limitations, installation instructions and Created by Independent Third Party:Yes
product particulars.
14911.22 I v.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11'Inst 14911.22.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 14911.22 for Design Pressure Ratings, FL14911 R7 AE Eva]14911.22.odf
any additional use limitations, installation instructions and Created by Independent Third Party:Yes
product particulars.
14911.23 w.Series 70 Model 2127 Extruded Vinyl Single Hung Window Flange
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.23.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 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.23.1df
any additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
14911.24 x.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11•Inst 14911.24.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 14911.24 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.24.pdf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
14911.25 y.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL14911 R7 11 Inst 14911.25.Ddf
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 14911.25 for Design Pressure Ratings, FL14911 R7 AE Eval 14911.25.odf
any additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars.
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byAndersen
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WINDOWS • DOORS
5323'MAX.OVERALL FLANGE WIDTH i� f1*pip o°n °z
52.W'MAX.OVERALL FRAME WIDTH "N"
el
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SERIES 70 - MODEL 2 12 7FL N a y g s°i m
.. ` 32.,.
EXTRUDED VINYL SINGLE HUNG WINDOW iii A , �
(��-
w/ or w/out FLANGE _ JTa
"ION-IMPACT'
W
Z,
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building
Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 'o p
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base
0
material shall be beyond wad dressing'orstucco.
3. When used in the"HVH7'this product is required to be protected with an impact resistant ^ n m
covering that complies with Section 1626 of the FBC. a
j/
4. When used in areas outside of the'HVHZ"requir ng wind borne debris protection this product is z
L required to be protected with an impact resistant covering that complies with Section 1609.12 N 3
of the FBC.
LL n C y
Po 2
5. For 2x stud framingconstruction,anchoring of these units shall be the some as that shown for 2x x j
S
buck masonry'construction. "'o
6, Site conditions that deviate from the details of this drawing require;further engineering analysis
by a licensed engineer or registered architect. a
d
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a 7. This product meets water infiltration requirements for"HVHZ".
OVERAt! OVERAL1r MAX GLASS DESIGN PRESSORS(-SF); n N p
TABLE OF.CONTENTS 4 fL4NGE FRAME � D I o
SNEEf#' DESCRIPTION atMFNslonf YDIMENSIOM DfMfNS10N, , ;�PE Pb5171YE )JEG117f�7E'i N-Z °
1 Typical elevation;design pressures&general notes: 53.25"x 63.58 52.00"x 62.50" 47.69"x 28.25' +62.8 65.0 am,10130112
2 Horizontal&vertical cross sections G1;G2 srAm- N.T.S.
3 Horizontal&Vertical cross sections
53.25"x.74.66" 52.00"x 73.00" 47.69"x 33.50" +55.0 -60.0 DING•er JK m
4 Buck and frame anchoring LA B° !PS
WM 5 Bill of materials,glaang details&components Na
_ FL-14911.21 0
mm 1 or 5
CZ
4 NOTE: 24
1.LOCATE OPERATING SASH LOCKS 7.5` < =V 1 * p.
I FROM EACH END OF THE ACTIVE ;7 z
j MEETING RAIL,FASTEN WITH(2(#Bx3/4" z ��'• :'y�
y.
SELF TAPPING SCREWS. g 2$ 23 Y'-
..........
2.LOCATE SASH KEEPER 6.5"FROM EACH n _
END OF MEETING RAIL.FASTEN -w �!/!/*Ip111� oZ p z°
1 0 v
WITH(2)#6x3/4"SCREWS.
�p 26 v z o Z
o0 1 s 4 y.. m aC a F'i
{/9�J 0
D �J E v°Z
/ z - - - -EXTERIOR Gl G2 INTERIOR o �a
SEE 32 3
X
31.11 "NOTE 2 10 SEE z
7 17 NOTE 1 0
3 G
14
n a 9 1 _ 8o
2 3 4 12 4 5 o h o z
3 a
a
/ Ln'�
23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 23 18
27 27 m z
L 16 p
u < 26 INTERIOR 26 • Q d Z
o
o v < 17
34
34 33 36 G2 Gl 7 15 y- 20 6 Z o
0 2 �"w
t oo . 15 a J
c CD .. z K 3
26 22
25
00
24 Ngo
h N m
9 9 N z °
a .a •
24 EXTERIOR 24 w<< tuie.l0 30 12
27
t 1-1/4"MIN. v < < ` Dura er: JK' m
37 BELOW THE MEETING RAIL BELOW THE MEETING RAIL 37 EMB+nP• _ < taut.en UFS 3
1-1/4"MIN. f'2VERTICAL CROSS SECTION t�wwa rc
EMB:TYP. 1 HORIZONTAL CROSS SECTION
Q Shown w/2X buck 2 Shown w/2X buck FL-149.11.21 n
sr¢r 2 i>F 5
ro
ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL oQQ `.q : S; c 0.J=Z^
27 27
24O '7 4 .010
O�
INTERIOR �g.0 "o m m
26 � - 26 ;, v.•o. �o: 24 a29 /i///�'..*...•• `Y``O� zomri
17. °
:E [lift tll t• o n z
34 G2 G1 7 .1$ 26 9 z m°z,v
0
E o
NY mdam
o 9 4
oZ's
1r EXTERIOR INTERIOR a° a
G7 G2
9 9 // I 31 11 SEE 32 3 c
a 1 SEE
EXTERIOR �L N07E2 10
22 OMI
1-114-MIN. 1 �• � 1-1/4"MIN. 17 14 z J a!ig
nEMB.TYP. 38 BELOW THE MEETING RAIL BELOW THE MEETING RAIL
t-1 HORIZONTAL CROSS SECTION 1Y2 Y9 `-1 Na
Q NOTE=, 3 Shown w/IX buck o o"
Q 1.LOCATE OPERATING SASH LOCKS 7.5 FRAME SHOWN w/OPTIONAL 12 d of
FROM EACH END OF THE ACTIVE FLANGE)TYP.THIS SHEEP) Q 3 a
MEETING RAIL FASTEN WITH(2)#8 x 3/4"
e SELF TAPPING SCREYlS. 4 18
2.LOCATE SASH KEEPER.6.S'FROM EACH
m END OF THE MEETING RAIL,FASTEN
q WITH(2)#6x3/4"SCREWS. �z
0 16
N� �
p 0 p 19 p 19 W z m
19 0 20 W tn
20 20 6 6 0 0
a 2 �0� 156 26 2 Uj
15 26 O ``J �0� 15
o .r� 26
29
z
39 N z o
8 c. ..q •, p . n. ° w,f 10130112 z
o
J. s=ue N.T.S.
-
mm,or.. JK m
3 VERTICAL CROSS SECTION 141 VERTICAL CROSS SECTION \ MK M: LF 3
3 optional moso sill 3 opfional masonry sill t� 1 VERTICAL CROSS SECTION DRAW=uo_
3 Shown w/1X buck FL-14911.21
sx�r 3 of 5 �
„\\� .'t�
Qi ••01 ••!-
01%
4” ''��r�llj1P1�,``` u N00z
6 MAX. 'o "Z chi
I o
_ - rte_ a pro sm�W
T 1
J � N a N o a_ maa�
TYP:24 =z
2X BUCK = a
2X BUCK1 X BUCK
2X BUCK TYP,
2X BUCK 23
r — IXBUCK 24 3
� O W
FRAME _ _ 2X BUCK _ n,P. z
Cb
c
FRAME �. m
d MASONRY � MASONRY t MASONRY
OPENING OPENING 2X BUCK 37 OPENING — ul .m
N' cc
1X$UCK 38 2X BUCK 37 co o R
R TYP• l°° 1XBUCK 38 &I
— — IYP. 83
15
A N�
BUCKANCHORING FRAME ANCHORING FRAMEANCHORING o in
MASONRY 52"X 73"MAX. 42"X 58"MAX. W o 0
�z
n W
CONCRETE ANCHOR NOTES.,
o. 1.Concrete anchor locafions at the comers maybe:adjusted to maintain the min.
a edge distance to mortar joints ¢y
2.Concrete anchariocations noted as MAX:O.C.(IYP.)"must be adjusted to
maintain,the m1n,edge dist.nce to mortarjdnts,addlfionatconcrete anchors
a may be required to ensure the'MAX.O.C.(TYP.) dimensions are not exceeded. .__-.— n t2
a 3.Concrete anchor table N < F
LL ANCHOR NCHOR MTN Mint C4FA1tANC1 MINLFAf1ANCE
a TYP( SIZE EMBEQMENT TOMASDNRY lOADJACENT
N o 0
t� EDGE ._ ...: .:..ANCHdti .:.i -Z �.
g ITW ® MM 10130112 i.
TAPCON 1/4" 1-i/4" Q" 4" srxE' N.T.S.
5
ELCO 1/4" 1-1/4" 1" 4" on.ell. JK m.
ULTRACON®
aK ar: Lf5 3
WOOD SCREW INSTALLATION NOTES. wwntic WW
1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c..spacing of FL-14911.21 ry
wood screws to prevent the splitting of wood.
stir 4 ov 5 . �
BILL OF MATERIALS
❑EM DESCRIP17ON MATERIAL
I EXTRUDED PVC MAIN FRAME#52-261 I PVC THK GLASS LL
2 EXTRUDED PVC SILL#52-2673' PVC 30 w V * c 4 Cz
3 EXTRUDED PVC SASH INTERLOCK GLAZING BEAD#1257PVC QO 1/8"ANNEALED
4 EXTRUDED PVC MEETING RAIL#52-2907" PVC �,:, ;y
5 EXTRUDED PVC TOP LIFT RAIL 9522949' PVC
6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC a AIRSPACE ITLI*Itt` U N m Z
7 EXTRUDED PVC STILE#52-2905 PVC �— 118"ANNEALED
9 EXTRUDED PVC GLAZING.BEAD VERT.&HORT. #52-1227` PVC ` a v o x o
10 OPERABLE SASH LOCK#12-2241 22 `
11 SASH KEEPER#12-2240 STEEL 7/1 B ITE �"'y a y 'm a a e
12 FIXED MEETING RAIL REINFORCEMENT#50-2608 ALUM. GLAZING DEiAIt o 0 �`'�0'7 ? ":o
14 LOCK RAIL REINFORCEMENT#50-2609 ALUM. G T j I I E `o=
5/8"OVERALL- '1— cpi
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967 - ALUM. - - - - �
16 WINDOW SCREEN THK.GLASSTT
g o
17 WEATHERSTRIP PILE W/FIN.187 x.2ZO,LOCK RAIL&SASH ULTRAFAB DO 35 1/8"ANNEALED i,
T3 GLAZING BEAD
.230z�
18 WEATHERSTRIP PILE W/FIN.187x ,FIXED RAIL ULTRAFAB Sash Tote lock 3
19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL ULTRAFAB o '
a 20 WEATHERSTRIP VINYL BULB.187x.375"0 AMESBURY AIRSPACE .
22 GLAZING COMPOUND DOW#1199 SILICONE
ry 23 #101"2"PPH SMS STEEL 1/LT'ANNEALED o 084, J m U
24 1/4"X2-3/4"PFH ELCO OR ITW CONCRETESCREW22
STEEL
Q 25 2X BUCK SG>=0.55' WOOD 7/16'GLASS
26 1/4"MAX.SHIM SPACE SITE --O.OSI h o o ar
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI G2 GLAZING DEIAAII o m o
27 CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 9 GLAZING BEAD a a
29 1X BUCK WOOD Y
30 INTERCEPT SPACER STEEL 0.82
3 31 SASH KEEPER -030 STEEL '�0' -
32 OPERABLE SASHSH LOCKLOCK#12-SKO1-100 STEEL
Ll
I� 4
oL 33 TILT LATCH#07-76625 STEEL .0 3
34 #8 X 1"PPH SMS STEEL —Y� �— p,12,-- m Zc
I o
35 SUPERSPACER BUTYL o
36 TILT LATCH HP=1 MFG.BY ASHLAND STEEL a 0.455�I z Zn
37 #10 X.3"PPH SMS STEEL o h tv
36 1/4"X 4"PFH ELCO OR ffYJ CONCRETE SCREW STEEL T2 LOCK RAn TOP 14 LOCKMEEDNG RAIL �ZBOTTOM LIFT RAIL 6 SASH o 0
1 - Reinforcement Reinforcement Reinforcement
`THE APPROVED WHITE.RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARETO BE PRODUCED ¢y
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 2 69 a
------ �"—_2.67' —,..1
a� ^^ m
1.16" 1.19"
I— i
O I 1.1.6 I pp D n N
0.91"
I I o � m
0.055' I D n
n o �t 0.065'.- � n
1. zc ► DACE 10130112 ?
v 0.065" LJ =1111+.0.055" I D d J—L_��DO O N.T.S. 8
I} arc.BY. JK m
1^1 0 0.91" Optonal flange 3
o I g + Optional Flange auc LFS
EXTRUDED PVC BOTTOM RAIL EXTRUDED PVC EETING RAIL �1 EXTRUDED PVC STILE EXTRUDED PVC TOP UFT RAIL I PVC MAINFRAME 2 FVC SILL FL—AWNG 4 N
= 6 4 0 � � � FL-14911.21 0
O N
stir 5 OF 5