HomeMy WebLinkAboutWINDOW PLANSSILVER LINE WINDOWS AND DOORS
V3 SERIES170 SERIES
GLIDING PATIO DOORS(5800)
GENERALNOTES:
1. THE PRODULTSHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT EDMON
FLORIDA BUILDING CODE (FBC), INCLUDING HVHZ AND HAS
BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
• AAMA/WDMA/CSA 301/I.S.2/A440.11
• ASTM E1886-05
• ASTM E1996-12
2. ADEQUACY OFTHE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X FRAMING, AND METAL FRAMING
AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE FOUNDATION IS THE RESPONSIBIHIY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
STRUCTURE BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBIUTY OFTHE ENGINEER OR ARCHITECTOF RECORD
FOR TH E PROJECTOF IN STALIATI ON.
4.
SDE.IFSITE CONDMONS CAUSE INSTAWI ONTO 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 AM.
S.
6. WINDOW FRAMEMATERIAL:PVC
]. GVSSMEETSTHEREQUIREMENTSOFASTME13DO GLASS
CHARTS. SEESHEET 1 FOR GLAZING DETAILS.
DESIGN PRESSURE TABLE
SIZE
CONFIGURATION
DESIGN PRESSURE
MISSILE IMPACT RATING
73.625"X 80.0"
NO
+50/-SO PST
LARGEMISSILE
ScgNNF
St �,JC%e �+
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
-
GENERAL NOTES& GLAZING DETAILS
2
-
ELEVATIONS &ANCHOR IAYOUTS
3
-
VERTICALSECTIONS
4
-
HORIZONTAL SECTIONS
5
ANCHOR DETAIL & SCHEDULE & INSTALLATION NOTES
6
-
COMPONENTS& BILL OF MATERIALS
1" O.A. I.G
1/8" ANNEALED GLASS
AIRSPACE INTERLAYER
1/8" ANNEALED GLASS
AIRSPACE
3/32"ANNEALED GLASS
EXTERIOR
ILINTR'OR
/ GLAZING SPACER
INTERCEPT
SILICONE
0.5"MIN.GLASS J V5( \��SETTWG BLOCK
BITE `l
GLAZING DETAIL 1
GLAZINGNOTE:
GLASS THICKNESS AND TYPE SHALL
COMPLY WITH ASTM E-1300 GLASS
CHARTSREQUIREMENT
Silver Line
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FL14998
DATE: 09.28.17
DWG.BY: CHK.BY:
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SCALE: NTS
DWG. a: SWD040
SHEET:
I
MAX.
D.L.O MAX.
WIDTH 31.75"
A
3
NIT
X"
O"
IAX.
D.L.O.!
IGHT
HEIGI
L00°
71,1 72.1'
A
A
J
ELEVATION
1.5" FROM
9" MAX. (TYP.)_..II CORNER (TYI
6FROM I rJ I�,6•(TYP)
CORNRNER (TM
„X„ I I „o„
JL, j
9" MAX. (TYP.)
1.5"FROM r 6.0°FROM
CORNER(TYP.) -� �—CORNER(TYP.)
ANCHORLAYOUT
NAIL FIN
6°
MAX.
HEIGHT
80.0"
L6
UNITMAX.
MAX.
WIDTH 71.62S"C
WIDTH DTH 31.]5" 3
"X. "0"
ELEVATION
ANCHOR LAYOUT
THROUGH FRAME
HEIGHT
6.0°FROM
r CORNER (TYP.)
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FL14998
DATE: 09.28.17
DWG. BY: CHK. BY:
CL HFN
SCALE: NTS
DWG.M: SWD040
SHEET:
2
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DATE: ne_5u n
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T4 SCA Et
DWG.#:
SHEET:
I
SEE GLAZING
DETAIL SHEETS
INTERIOR
EXTERIOR
SEE GIAZI NG
DETAIL SHEET
HORIZONTAL SECTION
5
DEEGLAZINGTAIL
DETAILSHEETI
LSHEE
SEEGLAZING
� DETAILSHEETI
INTERIOR
i
EXTERIOR
-MAX. FRAME WIDTH
g HORIZONTAL SECTION
S
SEEGIAZING SEE GIAZI NG
DETAIL SHEET DETAIL SHEETII
INTERIOR JIIII
EXTERIOR
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FL14998
DATE: 09.28.17
SCALE:
DWG, #.
4
D
SUBSTRATE
MIN. EDGE
DISTANCE
Silver Line
MIN. EDGE DISTANCE bADd&& i
' TRATE BY OTHERS
MIN. EMS. SUBS
ONESPKPMNE PPNE
PK FEA
NGRTIBPM V23R228 3
MIN. EMS.
� }Se
a
Ix MAX
SHIM SPACE NOTE:SILLADJAMBHAVE SHIMSPACE Nh
O SIMILAR DETAILS wN �o o°3u
< z F
EXTERIOR INTERIOR EXTERIOR INTERIOR o c'a „ DO ^ ;
a a \`�
\a
A ANCHOR DETAIL g ANCHOR DETAIL F
5 NAIL FIN(HEAD) 5 THROUGH FRAME(HEAD) REMAflXS BY DATE
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MI NIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF
t1/21NCH 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 I/41NCH. SHIM
WHERE SPACE OF 1/I61NCH OR GREATER OCCURS. SHIMS) 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.
J. FOR HOLLOW BLOCK AND GROUT FI LLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTARIOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO
FACE SHELL OF BLOCK.
8. 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.
ANCHOR SCHEDULE
METHOD
SUBSTRATE
ANCHORSCHEOULE
MIN EMBEDMENT
MIN.EDGE
DISTANCE
WOOD: MIN. SG - 0.55
YIDWDODSCREW
I.S.
0.75'
METAL IO GAUGE
3THREADSMIN
ROUGH FRAME 3
Steel, MIN. Fy- 33KSI
N4 TEK SCREW
PENETRATION BEYOND
0.75'
STRAPANCHOR
METAL
CONCRETE:
fc=2000PSI
1/4'ITWTAPCON
1.75'
2.5'
MASONRY: WU Per
1/4'ITNTAPCON
135'
2.S
ASTM CBD
WOOD: MIN. CO - 055
NWOOOSMEW
13
M7S
NML Nx
METPLIDGAUGE Ebel.
iTNNFAG6M"
MIN.Fy itK51
ISTEKSCREW
PENETNA NBEYOND
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 MAYBE FLUSH WITH
FACE OF THE BLOCK.
1/4" ITW TAPCON ANCHOR
4" FROM CORNERS
16° MAIL O.C. THEREAFTER
2X WOOD BUCK OF SUFFICIENT
DEPTH TO FULLY SUPPORT
L
WINDOW FRAME.
BY OTHERS
11/4"MIN.
•r
';
EMBEDMENT
+
�..,V
11/2" MIN. EDGE
I.A; ,.•,, .I., IrI
2" MIN. EDGE I•�
DISTANCE
DISTANCE
CONCRETE/MASONRY
BYOTHERS
BUCK INSTALLATION DETAIL
F O •2�A
`,��`��ES
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o
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FL N:
FL14998
DATE: 09.28,17
DWG.BY
CL CHHFN
SCALE: NTS
DWG.1J: SWD040
SHEET:
5
BILL OF MATERIALS
NO,
PARTNUMBER
DESCAIPLION
MATERML
]
p5851
FRAMEW/FIN
PVC
l
.&W
FIXED INTERLOCK.
PVC
3
#5834
SASN
PVC
X
FSul
EOUALOWSADAPTOR
PVC
5
pE508
SASH LOCK MEONG SnLE
PVC
6
P501<
SD.TRACN
ALUMINUM
7
NSB33
SILLCWCP
FKC
10
11.1
FIXED IN2RLOIX REINFORCEMENT
STFEL
11
95835
SASH INTERLOCK REINFORCEMENT
SREL
13
NSB16
SASH REINFORCEMENT
STEEL
13
-
GLAVNGSPACERETEEL INTERCEPT
ALUMINUM
11
11B11
OWING DEAD
PVC
16
.2i(LB-04
SASN CONTROL DUAL POINT LOCK
ITCH.
17
GUEINGCOMPOUND
SILICONE
22
DOORSCREEN
E3
WEATHERSTRIP FILE JULTBAFAB)
-
24
ROUERASSAMBLY
25
P5052
FRAME
PVC
OFRAME W/FIN
1.986" 0
LJO 1.949"
6
5.561"
OEQUAL GLASS ADAPTOR
1.630"
° 1.956'.
1.95V
OSILL COVER
1.942"
0.070"
fOSIT
0.716"
1.492"
12 SASH REINFORCEMENT
1.270"
0.063" 0.980"
1.l00^
OFIXED INTERLOCK
1.399"
0.079" 1.630"
1.825"
OSASH LOCK MEETING STILE
ems^
0.079" �1.630"
1.825"
10 FIXED INTERLOCK REIN.
O SASH
1.630.
1.825" 0.079"
OSTILL TRACK
t
H
RE
0406466T
1.802"
11 SASH INTERLOCK REIN.
Silver Line
A'An6ivMn
m
_
ONESILVEPUNE ORNE
NORTNDRL.YNIN 31.
J44,0#
j 0.123" T-
1.425' 1130" + 9 yPN
1.213" �"i,LrS/ONAL-
8 GLAZING BEAD
0.334"
0.817"
25 MAIN FRAME
5.561"
0
1.28E
0.070"
%D E DHW ffAd PLM F ltl
rvE LcaD�v um�iwu2xx xa sosm
FL#:
FL14998
DATE: 09.28.17
Dwe.CL DH HFN
SCALE: NITS
D-.#: SWD040
SHEET:
6