HomeMy WebLinkAboutSINGLE HUNG WINDOW PLANSsit�d"
SILVER LINE WINDOWS AND DOORS �
GENERAL NOTES
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDITION
FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• AAMA/WDMA/CSA 101/1.5.2/A440-11
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND. INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD
FOR THE PROJECT OF INSTALLATION. '
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS. IN HVHZ AREAS, ONE TIME PRODUCT APPROVAL TO
BE OBTAINED FROM MIAMI-DADE RER OR AHI.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON
THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE.
6. WINDOW FRAME MATERIAL-. PVC
7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS
CHARTS. SEE SHEET 4-FOR GLAZING DETAILS.
V 1 SERI ES170 SERIES -
SINGLE -HUNG WINDOWS (290714907)
NO
DESIGN PRESSURE TABLE'
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
40.0" X 68.0"
O/X
+35/-35 PSF
NON -IMPACT "
44.0" X 60.0"
O/X
+35/-35 PSF
NOWIMPACT
48.0" X 84.0"
O/X
+20/-20 PSF
NON -IMPACT
80.0" X 84.0"
O/X-O/X
415/-15 PSF
NON -IMPACT
64.0" X 68.0"
O/X-O/X
+3S/-35 PSF
NON -IMPACT -
80.0"XB2.0"
O/X-O/X
+20/-20 PSF
NOWIMPACT
90.0" X 74.0"
O/X-O/X
+15/-15 PSF
NON -IMPACT
71.5" X 60.0"
O/X-O/X
+35/-35 PSF
NON -IMPACT
107.0" X 62.0"
O/X-O/X-O/X
+35/-35 PSF
NOWIMPACT _
107.0" X 74.0"
0/X-0/X-O/X
+20/-20 PSF
NON-IMPACi
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES & GLAZING DETAILS
2
-
ELEVATIONS
3
-
ANCHOR LAYOUTS
4
-
VERTICAL SECTIONS
5
-
HORIZONTAL SECTIONS
6
-
ANCHOR DETAIL & SCHEDULE
43/64" O.A.
INSULATED GLASS
EXTERIOR INTERIOR
1/2" MIN. GLASS
BITE GLAZING DETAIL
GLAZING NOTE:
• GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTS REQUIREMENT
STEELSPACER
tu
ONE SILVERLINE DRIVE
NORTH BRUNSWICK, N109902
PH: IBM) 23"228
v,
U m
B
�C
z
Co,
2R
Lb
z
m m
�
z
w
di y
r
�
REMARKS
BY
DATE
6TH FBC EDITION
I FM
10/17
= fl- T T r ir
s`S/ONAC
098 E. DANIA BEA" BLVO: / ma
DANIA BEACH. EL ]
EBPE CENT. OF AUlHORIaTION Na 29578
SILICONE FL N:
FL14911
DATE: 09.21.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: SWD020
SHEET:
OF 6 .
UNIT MAX. Silver Line
WIDTH 48.0" MAnd6Wfi
D.LO MAX.
WIDTH 43.0" UNIT MAX.
WIDTH 90.0" 1
A
4 D.LO MAX.
WIDTH 40.25" ONE SILVERUNE ORIVE
A NORTH BRU NSWIOK, N108902
PH: 800 2344228
Q
U m
Z m E
03
O Z
MAX CAR F ZW9
HEIGHT UNIT W W s W 3
84.0„ A MAX. i N. m ^
S D.LO. MAX. HEIGHT A y w o
HEIGHT 74.01. S "X"
„X„ D.LO. MAX. > Z
39.438" HEIGHT ui co a a
33.375"L F
H 6
REMARKS BY DATE
6TH FBC EDITION I FM 10/17
ELEVATION
L
h
HE
7
ELEVATION
ELEVATION
AAX.
1T
B"
%%%ES`F
7
NAL`�c
FLORIDA4P�.E. No 73 SB
®U2C
DROPSNO
S9B E ONWL BEACH LdW.w. 4 3S0
oNM SEACKAUTHORIZATION
FL ION N
LIO'E f9LT. a wMdOUnoN Hu 2957e
FL #:
FL14911
DATE: 09.21.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: SWD020
SHEET: n%J
OF 6
Siivertine
MAnde'tseti
B3
CORNER (TYP.)
-
r2.0"FROM
I I 4.5" MAX. (TYP.) 2.0" FROM
I I ( )+i 4.5° MAX. (TYP.
CORNER(TYP) I I I )
RIVE
ONE RUNSWINK DJ08
NORTH ! 180a IIX, 22 08903
ax: eoD zaaazza
ERJ
Co
Z m E
DS
1_ NON L ON NOR
D_ Z
2
&
W
Co
_
-
4.5" MAX.
>
O Co O
e C)<r S
mm Mq
a
Zs`—s��
(TYP.) 4.5" MAX. TYP.
(TYP.)
E/S Z� D,
W , O O
Z
� a m
•3
m
h J` Q
m
/.nth
RX„ "X" W.
: > 2
'L �
F
a
\�
2.0" FROM 2.0" FROM
~
REMARKS
BY
DATE
CORNER PPP.) CORNER (TYP.)
_
-
6TH FBC EDMON
FM
10/17
ANCHOR LAYOUT
4.s" N
NAIL FIN
2.0" FROM CORNER (TYP.)4.5" MAX. (TYP.)
� r
IIoR
Np,.
No
AX. (TYP.)
-
-
XN
IT.
NXN
2.0" FROM
CORNER (TYP.)
'
ANCHOR LAYOUT
NAIL FIN
ANCHOR LAYOUT
NAIL FIN
ANO WNDTREREN NTOOIN 1-DRRART
WRNDUT WRRIEN CONSEfROF BUIUIIND OROPS. ER
ALTFAAODNS,ApDlilON; NIGNUGHDND.Oq ONIER
IN TNB DOOJMENTARFNM RERMITIFDAN[
� INVALIDATE DUR O:
. 0
7
= v . T T ?
�Lmfyf404 P.E.
RORa1A P.E. No 73778
BOIMIN0 DROPS WC
39B E. DANIA BEACx BLN0. / DSB
DANIA BEACK R SS004
F E MT. W A OIDZATIDN N. 295M
FL N:
F L1491.1
DATE: 09.21.17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.n: c%Ammn
I
OF
Silver Line
MAnde gn
t:d
ONE SILVERUNE DRIVE
NORTH BRUNSWIM NJ 08902
PH: 800 234-02]B
U
y oS ea
WO cc
no��gdE
�0 i ���a=
� o �mH 2
Zgs••'
SEE GLAZING W W • +3
DETAIL SHEET I Z N F
W W m m
Lii
y w
<a
p� a
6
REMARKS BY DATE
w 6TH FBC EDITION FM 10/17
VERTICAL SECTION
RIOR
GLAZING
rAILSHEET 1
RIrtFNGONSENEOi BUID— DROPS, INC
_E-5, PDDHONS, HIGHUGHING. OR OTTER
%`01t111E5 F'I 1",",
O�i
Z. .O 7
=�;• TT ��
Co �
NA4
e�P.E
FLORIDA P.E. No 7MO
BUD. DROPS. me
]98 E DPN, BFAOI Blw. D]B
DPN A BEPCIS• FL 3DEIG
FBPE MT. OF PUTiORIZAlION Na 29578
FL a:
FL14911
DATE: 09.21.17
DWG. BY: CHr, BY:
CL I HFN
SCALE: NTS
DWG.0: SWD020
SHEET:
OF 6
Silver Line
BrAndLi en
EB
ONE SILVERINE DRNE
NORTH BRUNSWICI(, NI08902
PH: 800 2344228
Um
y Z n E
A
LU3o G OHM
SEE NOTE 1 C cp \ a =
SEE NOTE 1 SEE GLAZING INTERIOR W ° w .3
DETAILSHEETI
m
• poo oOP,'
� SEE GLAZING/a
O � DETAIL SHEET I � �� � w `\
h a
SEE GLAZING F a
Q DETAIL SHEET 1
OF-qTE
E NOTE 2
_ 99m L�L� fl I I n 6TH B EDITION FM 0REMARKS BY I /17
HORIZONTAL SECTION
5 OPERABLEJAMB
1
EXTERIOR
MAX. FRAME WIDTH
5
HORIZONTAL SECTION
MULLION
NOTES:
1. REINFORCEMENT REQUIRED FOR:
48.0" X 84.0", O/X, DESIGN PRESSURE+20/-20
80.0" X 84.0", O/X-OX, DESIGN PRESSURE+15/-15
2. REINFORCEMENT NOT REQUIRED FOR:
80.0" X 62.0", O/X-OX, DESIGN PRESSURE+20/-20
ES F. O
�c1 HORIZONTAL SECTION
5 FIXED JAMB
T T �
O %
398 L DANIA BEACH BLw. 339
D_A BEACH FL 33W4
FRPE MT. OF AUTHORIZATION Na 29578
FL #:
FL14911
DATE: 09.21;17
DWG. BY: CHK. BY:
CL I HFN
SCALE: NTS
DWG.#: iwnnin
651
OF 6
EXTERIOR
SUBSTRATE BY OTHERS
INTERIOR
r 1/4" MAX. SHIM SPACE
1 MIN.
EDGE DISTANCE
MIN.
EMBEDMENT
rA-� ANCHOR DETAIL
6 NAIL FIN (SILL)
INSTALLATION NOTES:
MIN. EDGE DISTANCE
SUBSTRATE BY
MIN.
EMBEDMENT
1/4" MAX. SHIM SPACE
SUBSTRATE
BY OTHERS
INTERIOR
4
In EXTERIOR
EXTERIOR
ANCHOR DETAIL
6 NAIL FIN (JAMB)
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE
USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE OF±1/2INCH THE DEPICTED
LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S), MAXIMUM
ALLOWABLE SHIM STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER,
S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED
TO STUCCO, FOAM, BRICK VENEER, AND SIDING.
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT
MATERIAL OR HAVE A CORROSION RESISTANT COATING.
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO
MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK.
S. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S
INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
LESS THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR MANUFACTURER.
MIN.
EMBEDMENT
6 ANCHOR DETAIL
NAIL FIN (HEAD)
IN.
)GE DISTANCE
ANCHORSCHEDULE
METHOD
SUBSTRATE
ANCHORSCHEDUL
MIN EMBEDMENT
MIN. EDGE
FROM
DISTANCE
CORNERS
WOOD: MIN. SG=0.55
#B WOOD SCREW
1.5"
0.75"
2"
NAIL FIN
METAL: 18 GAUGE
3 THREADS MIN
Steel, MIN. Fy = 33KSI
#8 TEK SCREW
PENETRATION BEYOND
0.75"
2"
METAL
NOTE:
1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE
ADJUSTED TO MAINTAIN 1" MIN. CENTER TO CENTER
SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C.
SPACING SPECIFIED IS NOT EXCEEDED.
2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS
16" MAX. O.C. THEREAFTER
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
WINDOW FRAME.
BY OTHERS
11/4" MIN. .. ,
EMBEDMENT �? 11/2"MIN. EDGE
DISTANCE
2" MIN. EDGE
DISTANCE• CONCRETE/MASONRY
BY OTHERS
BUCK INSTALLATION DETAIL
Silver Line
MAndMM
EE
ONE SILVERUNE DRIVE
NORTH BRUNSWICK, NI 08902
PH: 800 23"228
WO
o
OQe11
C L7Q
Zsa6
uJZr�
a
LL•3
oo m
W Z5�
E. J
o
jm
m
=
V
Q
m
p
aC a
r
a
16TH FBC EDITION I FM I10/17 1
'eS F JJJO,,ZiZi
7 . 0
NA1
398 E. DWA BEACH BLVD. 0 308
DANIA BEACH. R DJ00�
E E CENT. OF AUIHORIZA310N Na 29578
FL#:
FL14911
DATE: 09.21.17
DWG. BY: cHKHFN
SCALE: NITS
DWG.#: 4;wnnin
6