HomeMy WebLinkAboutWINDOW PLANS48.75" MAX.
UNIT WIDTH
41.25" MAX
D.L.O. WIDTH
4 J
L1030.25"
\3 25" MAX. MAX.3MAX.D.L.O. OPERABLE 3 HEI HT SASH HENIHT\\ H GHT
\
1.50"
TYP.
46.25" MAX.
OPERABLE SASH '
ONE LITE VINYL AWNING
PRIME WINDOW
ELEVATION
9.125" MAX.
O.C. (TYP.)I"
I I I
6" MAX.
6.25" MAX.
FROM
FROM
CORNERS
CORNERS
(TYP
(TYP.)
% X \\
10.4375"
MAX. FROM
CORNERS (TYP.)
I J 1 1 \t(2) .375' X 1.25"
/ANCHOR LOCATION (TYP.) WEEP HOLE 1.50"
ANCHOR LAYOUT CORNER CH sasH
ME ANCHORING
MASONR-YO B CKfWOODFRAMING 6" MAX.
.25" MAX. FROM
FROM CORNERS
9.125" MAX. CORNERS (TYP.)
O.C. (TYP.)� (TYP.)
/ \
// \\ MAX. FROM
// \\ CORNERS (TYP.)
X
\ s
_ sf cgti
o: eAsvx
-ANCHOR LOCATION (TYP.) CI
CHOR LAYOUT
Robed J. Amomso, P.E.
FL P.E. No. 497U
JELD-WEN
PREMIUMATLANTIC VINYL AWNING WINDOW (8800) - LMI
GENERAL NOTES-
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) REQUIERMENTS OF
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE
(FBC) AT THE DESIGN PRESSURE STATED HEREIN. THE
PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON
SIGNED AND SEALED TEST REPORT NCTL-210-3267-2
DATED 05/25/06 AND NCTL-210-3373-IA DATED
02/05/07 AND ASSOCIATED LABORATORY STAMPED
DRAWINGS AND WERE TESTED IN ACCORDANCE WITH
CURRENT HVHZ PROTOCOLS.
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE
MASONRY AND 2X FRAMING AS A MAN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
STRUCTURE IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD.
3. IX BUCKS AND 2X WOOD FRAMING (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.
4. IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION
REQUIREMENTS EXIST, USE OF AN APPROVED HVHZ
IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED.
DESIGN PRESSURE RATING (PSF)l
IMPACT RATING
+50.0/-50.0
LARGE MISSILE
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATIONS AND ANCHORING LAYOUTS
3
HORIZONTAL CROSS SECTIONS
4
VERTICAL CROSS SECTIONS
5
VERTICAL AND HORIZONTAL CROSS SECTIONS
6
COMPONENTS, BILL OF MATERIALS AND DETAILS
7
FRAME AND VENT ASSEMBLY DETAILS
INST MTIONANCHORAGEDETAILS
5. MATERIALS:
5.1. WINDOW FRAME AND SASH MATERIAL
({ EXTRUDED PVC 0,075' THICK PER NOA
NO. 12-1017.02 AND 13-0425.15.
5.2. LAMINATE: DUPONT SENTRYGLIS
INTERLAYER PER NOA NO. 11-0624.02.
5.3. SASH REINFORCEMENT MATERIAL ROLL
FORMED GALVANIZED STEEL 0.057' THICK.
6. GLASS MEETS THE REQUIREMENTS OF ASTM
E1300-04B(DI).
7. DESIGNATION 'X' AND '0' STAND FOR THE
FOLLOWING:
7.1. X: OPERABLE PANEL
0: FIXED PANEL
B. A 1/3 INCREASE IN ALLOWABLE STRESS FOR
WIND LOADS WAS NOT USED IN THE DESIGN
OF THE PRODUCT(S) SHOWN HEREIN. WIND
LOAD DURATION FACTOR CC a 1.0 WAS
USED.
9. IN ACCORDANCE WITH APPLICABLE SECTIONS
OF THE FLORIDA BUILDING CODE, WOOD
BUCKING SHALL HAVE BEEN PRESERVATIVE
TREATED OR SHALL BE OF A DURABLE
SPECIES
INSTALLATION NOTES
I. ONE (1) INSTALLATION ANCHOR ARE REQUIRED AT EACH ANCHOR LOCATION.
2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
'p
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
3. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).
MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/I6 INCH
o^
OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC
m
OR BETTER.
9
m
4.ANCHORS FOR INSTALLATION INTO WOOD FRAMING OR THROUGH 1X BUCK TO
CONCRETE / MASONRY, OR DIRECTLY INTO CONCRETE / MASONRY SHALL BE AS
> I,
Z-'
z�
SHOWN IN 'ANCHOR SCHEDULE' SHEET 1.
N m
W EF Do
z'
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT
0 m
..i
NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING.
I
6. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO
Si
MORTAR JOINTS.
7. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
[t] FL
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
Q.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN TI1E
-
'ANCHOR SCHEDULE', SHEET 1,
m
8.ANCHORS SHALL BE MADE OF CORROSION RESISTANT STEEL OR TREATED WITH
CORROSION RESISTANT COATING.
a
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CONCRETE I MNHEAD I 3A6'
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�HFADL4) (TAPPINGSCPFWI I—J r
NOTES:
11 EDR WOOD MO TAPPING SCREWS If SPUMNG 15 A CONCERN, DMU7/64' PROF FUR FOR WOOD FMME(WAWTDM
]I TOR WOOD ARD TAPPING SUMS SPUTRNG IS A CURIA%DRU3/33' PILOT NOTE FOR WOOD FRM1CIt6TNUTON
a
B
FL P.E. No. 49752
Ui9 Sally signed by Robert 3. Amoruw.
PE
DN: cR=Rabe01. Amomw, P.E, m PTC
Prad ud Design Gmu,, LLG o u-PL PA
No.4975A FBPE Cent of AuN. NO.25935,
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F VERTICAL CROSS SECTION H ;V�ERTICAL
{; MASONRY — I_NTREGAL•F'IN pf-----J
EDGE DISTANCEEDGE DISTANCE .(W" OppD)W
EXTERIOR FINISH SEE ANCHOR SEE ANCHOR CONCRETE OR
BY OTHERS SCHEDULE SCHEDULE {{{{ MASONRY
ONE BY BUCK
SHEET 1 SHEET 1 BY OTHERS EXTERIOR FINISH
WOOD FRAMING
BY OTHERS °' v,`, BY OTHERS 1 1/2" MIN. BY OTHERS
EMBEDMENT
SEALANT BETWEEN <°' a '•. MIN. EMBEDMENT SEE SEALANT BETWEEN 1
FLANGE &SHEATHING °' ANCHOR SCHDULE FIN&WOOD
° °" • - SHEET 1 BUCK BY OTHERS
°• 5/16" MIN. EDGE DIST.
3 PERIMETER SEALANT
SEALANT BETWEEN WOOD'~
BY OTHERS
BUCK & MASONRY B SHIM AS REQ'D.
PERIMETER SEALNT BY OTHERS
BY OTHERS B,._ 11 SHIM AS REO'D. 6 SHEET NOTES ON
6 0 - (SEE NOTES ON SHEET 1) 8
14
B 1
2 2
o P 1 '
3 D
9 5
9
SEE GLAZING DETAIL 15 16 15 16
1 ON SHEET 6
EXTERIOR INTERIOR SEE GLAZING DETAIL
EXTERIOR 1 ON SHEET 6
Q9 15 6 5 9 INTERIOR
2 ❑ f9 /
2 Q3 16 5 9
1 0 2
19 O 10 1
PERIMETER SEALNT 14 16 19
BY OTHERS 1 SHIM AS REO'D. 0
(SEE NOTES ON SHEET 1) 14 16
SEALANT BETWEEN WOOD 1
BUCK & MASONRY o SHIM AS REO'D.
BY OTHE�tS (SEE NOTES ON
J + PERIMETER SEALANT SHEEP 1)
", •°. MIN. EMBEDMENT SEE BY OTHERS
4 5/
16" MIN. EDGE DIST.
ANCHOR SCHDULE
• '•
SEALANT BETWEEN a'° '' SHEET 1
FIN &SHEATHING / _ 4 •o SEALNT BETWEEN
ONE BY BUCK J �' •• •, w; FIN & WOOD
BY OTHERS BUCK BY OTHERS 1 1/2' MIN. 1 WOOD FRAMING
CONCRETE OR EMBEDMENT BY OTHERS
EXTERIOR FINISH 71 • EDGE DISTANCE MASONRY EXTERIOR FINISH
BY OTHERS EDGE DISTAN E SEE ANCHOR BY OTHERS BY OTHERS
SEE ANCHOR SCHEDULE
SSHEET 1 SHEET 1 G VERTICAL CROSS SECTIONVERTICAL CROSS SECTION - INTREGAL FIN
4 MASONRY
'-�5I<
Robert J. Amomw, P.E.
FL P.E. N.. 49752
fp IWFo. y��
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CONCRETE OR
MIN tMbLUN
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SHEET 1
EDGE DISTANCE
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ANCHOR SCHEDULE
SHEET 1
EXTERIOR FINISH_-�.
BY OTHERS
SEALANT BETWEEN WOOD
BUCK & MASONRY
OTHERS BY
ONE BY BUCK
SHIM AS REO'D.
(SEE NOTES ON SHEET 1)
j� n SEE LOCK DETAILS
/ON SHEET 6
BY OTHERS SEALANT BETWEEN) U3 LPERIMETER SEALANT
FLANGE & MASONRY BY OTHERS
�AIHORIZONTAL CROSS SECTION
3 / MASONRY
5/16' MIN. SHIM AS REO'D.
EDGE DISi. /�' (SEE NOTES ON
MIN. 2X WOOD FRAMING / SHEET 1)
BY OTHERS m (gl i-9Fl r
SHIM AS REO'D. MIN. EMBEDMENT
(SEE NOTES ON SHEET 1) SEE ANCHOR CONCRETE OR
T3
3
MASONRY
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SHEET 1
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1 ON SHEET 6�
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INTERIOR ANCHOR SCHEDULE
5
5 SHEET 1
SEE DETAIL ON SHEEP 6
I
I<ITI
FOR HARDWARE INFOI
° EDGE DISTANCE SEE
jjl v '• 11 ANCHOR SCHEDULE
o r
J I SHEEP 1
EXTERIOR _ �..'. •:. SEALANT BETWEEN
m
B0
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WOOD BUCK &
5
MASONRY
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SEE DETAIL ON SHEET 6 1 1/2" MIN.
FOR HARDWARE INFO EMBEDMENT i
SEALANT BETWEEN / 7 •"'�
FIN &WOOD
BUCK BY OTHERS
EXTERIOR FINISH-
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BY OTHERS 14 21 9
PERIMETER SEALANT
BY OTHERS
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--(WOOD]
SEALANT BETWEEN
Robert J. Amomso, P.E.
I WOOD
Q FFINRAMING
FRAMING BY OTHERS
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EXTERIOR
Ja:�oWa
#o ' v
EXTERIOR FINISH
5 BY OTHERS
' :;�1j� '�y 44 T
GLAZING DETAIL
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oP"�'tIz,
ON SHEET 6
PERIMETER SEALANT
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BY OTHERS
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VN: �-ubert x. Amoms% P.E, n=P
-N1URbnel9npGQu=uFLs
Nw49952, Fn1dAuA Nox
P3(WOOD)
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0.0 5"
3.468"
FRAME
vmn
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vLVYL
O f--1.2155"1
0.323"
0.030"
® 1.1
0
I 10.315"
W EA�TAF6'SAR51�7RIPPMG
Van
0 0.860
II
4 �0.487"
k
WEATHERSTRIPPING
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FRAME W/FIN
VLNYL
F-�—{ 0.58"
0.0571' 1]��0.71"
�.41"
J-CHANNEL STIFFENER
GALV.51EF3.
ITEMI
PART NO.
I MOD.
DESCRIPTION
MATERIAL
MANFISUPPLIERIREMARKS
1
WN
1
FIU8IE WITH OR WITH OUT FIN
VINYL
MIKRON
2
901
1
BASH FRAME
VINYL
MIKRON
S
05
1
GLAD NO HAD FOR LG.U.
VINYL
MIKR.
5
Ion
AS REOD
AW BASE X.250' PILE WISTRIPPING
VINYL
ULTRA FAB
6
VNI
2
CONCEALED SNUBBER
-VAIN. BTEEL
TRUTH
B
_
6
a. In. PM HEAD SHEET METAL SCREWS
S7153-
_
=7
13M
1
LOCIUNGHANDLE
STEEL
TRUTH
f0
no
1
MAXIM SCISSORS AWNING OPERATORASSY.
STEEL
TRUTH
11
—
ASREOD
W18' TAPCON BEE ANCHOR SCHROULE SHEET I
STFI.
ELGO OR EQUIV.)
12
AS Moo
910 PPH WOODRAPPING SCREW SEE ANCHOR SCHEDULE SHT.1
STFFL
10
8861
1
APPUM FLANGE
VINYLZBT
MIKRON
tI
1305
AS REOD
WEATHHISTRIPPINO
VINYL
ULTRA FAB
15
AS MOD
DOW%5 SILICONE
SILICONE
I DCW{ORNING
18
SCREEN
1
SCMVI FRAME
ALUMINUM
WTESCMEN
17
02315110,08
1
OPERATORTRACK6SUDMASSEMBLY
STEEL
TRUTH
13
1901
8
B a 518' P.F.H. SHEET METAL SCREW
STAIN. STEEL
18
155
10
I8 X W4' P.F.R SHM METAL SCREW
STAIN. ST
20
19298.02
2
01034 K WIV PAN HEAD TF MACHINE SCREW
STEEL
21
19205.82
2
N A In' P.F.H. SHEET METAL SCREW
STEEL
22
24.02.X11.002
1
LOCKASSEMULY
371E
TRUTH
23
21ND.92
2
SUPPORT PLATE
STEEL
TRUTH
a
0=81`002
1
103SPER
STEEL
TRUTH
ZS
I.G. UNITS
1
T/B' IMPACT I.O.U.
GIA55
CARLINAL
ZB
—
A9 REOD
'J' CHANNEL STIFFENER
GAL-V. STEEL
HOMMHIELD
v
—
AS REOD
b XTIB' SELF DRILL CAP HEAD SCREW
STEEL
2e
1T1
1OP131ATORIIA14DLE
STEEL
TRUTH
29
—
AS REOD
D.0J8'R0LLFOWMSUPERSPACER
STAIN. STEEL
CARDlN
90
24W68.2
2
m (2ARMHINGE
STAIN. STEEL
31
24508.1.1
1
ll M HOOK
STAIN. STEEL
ITEM
TRUTH
>2
A//��
O1BN
5MING SLOCKINEOPRENESETTING BLOCK.9 WITH70 TOSO
SHORE A DUROMMM HARDNESS ARE REQUIRED AT BOTTOM
(SILL) OF FIXED GLADNG LITEO MORE THAN 3 FM IN WIDTH.
NEOPRENE
(SHORE
OUROMETEit
HARDNESS SS)
FRANK LOWE
7/8" IMPACT I.G.U., CONSISTING OF 1/8" ANNEALED CLEAR
GLASS/ 0.338" AIR SPACE / 1/8" ANNEALED CLEAR GLASS /
0.090" SENTRYGLAS@ BY DUPONT / 1/8" ANNEALED
EXTERIOR CLEAR GLASS, LAMINATED BY CARDINAL
OPERATING HARDWARE DETAIL
INTERIOR
.625" (5/8'
GLASS BITE
AIL 1 0
EXTERIOR I I II1 INTERIOR
LOCKING HARDWARE DETAIL
Robert J. Amoroso, P.E.
FL P.E. No. 49752
O"WTI
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51
PE 1
VERTICAL CROSS SECTION
5
2X BUCK7WOOD FRAMING
�,
3
o
3/4' MIN.
�{ EDGE
DISTANCE
3/4" MIN.
EDGE
a
d
EXTERIOR SHEATHING
DISTANCE
2X BUCK/WOOD
I FRAMING BY OTHERS
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BY OTHERS
G
1 3/8' MIN.
N
a
n
EMBEDMENT 1 3/8' MIN. SHIM AS REO'D.
�F (SEE NOTES ON SHEET 1)
EMBEDMENT
PERIMETER SEALNT
I
2X BUCK/WOOD
N
BY OTHERS
B
SHIM AS REO'D.
FRAMING BY OTHERS 1 9 SEE LOCK DETAILS
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m
o
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6
0
2
(SEE NOTES ON SHEET 1)
v
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I
8
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2
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16
3/4" MIN.
o
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EXTERIOR INTERIOR
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W w
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16
6 6 9
EXTERIOR SHEATHING 14 2 3 9
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(SEE .NOTES ON SHEET 1)
` 5 2X BUCKAVOOD FRAMING -
SEE DETAIL ON SHEET 6
FOR HARDWARE INFO
'
1 3/8" MIN.
-
EMBEDMENT
EXTERIOR SHEATHING 7 3/4' MIN. 2X BUCK/WOOD
ItoCeR J. Am0N50, P.E.
FL P.E. No. 49752
BY OTHERS FRAMING BY OTHERS
DISTANCE
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