HomeMy WebLinkAboutPerma-Shield Casement-ImpactINSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR CLIP IS REQUIRED AT EACH
ANCHOR LOCATION SHOWN, UNLESS OTHERWISE STATED.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION.
3. INSTALL INDIVIDUAL IIVSTALLATIONANCHORS WITHIN
TOLERANCE OF t1121NCH OF THE DEPICTED LOCATION IN THE
ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF
TOLERANCES). TOLERANCES ARE NOTCUMULATIVE FROM ONE
INSTALLATION ANCHOR TO THE NEXT.
4. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,
OR DIRECTLY INTO CONCRETE/MASONRY, USE ONE (1) 31161NCH
ITW TAPCON PER INSTALLATION CLIP OF SUFFICIENT LENGTH TO
ACHIEVE 1114 INCH MINIMUM EMBEDMENT.
S. FOR INSTALLATION INTO 2X BUCK USE TWO (2) #8 WOOD
SCREWS OR ONE (1) #12 WOOD SCREW PER INSTALLATION CLIP
OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE.
6. FOR INSTALLATION THROUGH STEELSTUD USE TWO (2)#8
SELF -TAPPING SCREWS PER INSTALLATION CLIP OF SUFFICIENT
LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION
BEYOND STEEL FRAME SUBSTRATE.
7. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
B. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT
INSTALL INSTALLATION ANCHORS INTO MORTAR101NTS.
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR
EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
10. 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.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD -MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C, MASONRY -STRENGTH CONFORMANCE TO ASTM C-90.
D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM
WALL THICKNESS OF 0_033 MILS. (20 GA.)
ANDERSEN CORPORATION
PERMA SHIELD CASEMENT- IMPACT
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE STH EDITION
FLORIDA BUILDING CODE (FBC) ALSO WITH 2O12
INTERNATIONAL BUILDING CODE AND INTERNATIONAL
RESIDENTIAL CODES, INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94
• TAS 202-94
• TAS 203-94
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY, 2X AND STEEL STUD 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.
S. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
TO PROTECT THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE.
6. WINDOW FRAME MATERIAL: PONDEROSA PINE OR EQUAL.
7. GLASS MEETS THE REQUIREMENTS OFASTM E1300-04 GLASS
CHARTS. SEE SHEET 7 FOR GLAZING DETAILS.
8. DESIGNATIONS X"AND "0" STAND FOR THE FOLLOWING:
X. OPERABLEPANEL
O: FIXED PANEL
9. CUSTOM SIZES AVAILABLE UPON REQUEST. CUSTOM DESIGN
PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER
STANDARD SIZE.
20.IN ACCORDANCE WITH THE STH EDITION FBC WOOD
COMPONENTS SHALL BE PRESERVATIVE TREATED OR SHALL
BE OF A DURABLE SPECIES.
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
D
GENERAL& INSTALLATION NOTES
2
C
ELEVATIONS & CHART (X)
3
C
ELEVATION & CHART (XX)
4
C
ELEVATION & CHART (XXX)
5
C
ELEVATIONS & ANCHOR LAYOUTS
6
C
VERTICAL SECTIONS
7
C
HORIZONTAL SECTIONS & GLAZING DETAIL
8
C
COMPONENTS & BILL OF MATERIALS
MISSILE IMPACT RATING
LARGE AND SMALL MISSILE
IMPACT RATED
WINDOWS -DOORS
Im FOURTH AVE N NORTH
BAY -AT. MN 550D3-ID96
PH: (651) 264-5150 FX:(651)264-5885
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REVISIONS
TITLE*
SHIELD CASEMENT a
ELEVATIONS AND CHART ?�
NO.
DESCRIPTION
BY
DATE
N
CHIC
BY-
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m (D
A ADDRESSED
COMMENT FROM FBC
JLR
05.m.09
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Design
Load Capacity(Triple Units)
Window
Unit Width
Units HT,
xxx, xox, xoo,xxo,000, oxx, oax, Dxo
Description
Inches
Inches
Glass Type 1
Glass Type
2
Ext.(+)
Int.(-j
Ext.(+j
Int.(-)
LN32
61"
24-1/B"
67.0
71.0
50.0
65.0
L32
71-7/8"
67.0
71.0
50.0
65.0
LW32
84.5/8"
60.0
64.0
50.0
64.0
LN325
61"
28-3/B"
67.0
71.0
50.0
65.0
L325
71-7/8°
67.0
71.0
50.0
65.0
4
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SEE ANCHOR
SCHEDULE BELOW
SEE ANCHOR
SCHEDULE BELOW
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SEE ANCHOR
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SCHEDULE BELOW
ANCHOR LAYOUT
SEE ANCHOR
SCHEDULE BELOW
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SEE ANCHOR
SCHEDULE BELOW
SEE ANCHOR 4 I I
SCHEDULE BELOW SEEll ANCHOR
SCHEDULE BELOW
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SEE ANCHOR
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SEE ANCHOR
SEE ANCHOR
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ANCHOR LAYOUT
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O.C. DISTANCE
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(in.)
DISTANCE (in.)
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WOOD
#8 WOOD ANCHOR
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15.8"
24"
12"
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#12 WOOD ANCHOR
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15.8"
16"
121.
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3 THREADS
N/A
15.8"
24"
12"
DWG #:
A W D005
SHEET: 5 OF 8
CAULK BETWEEN
CONCRETE/ MASONRY BY OTHERS
CONCRETE/ MASONRY BY OTHERS
TARCON
3/lINSTALLATION
CONCRETE/ MASONRY $ 2X
21/2" MIN.
WOOD BUCK BY OTHERS
11/2" MIN EMBEDMENT
CAULK BETWEEN
ANCHOR
EDGE DISTANCE
CONCRETE/ MASONRY 61X
ONE (1) PER
2X WOOD BUCK
WOOD BUCK BY OTHERS
CLIP
3/4" MIN.
BY OTHERS
EDGE
3/4" MIN
1X WOOD BUCK
DISTANCE
CAULK BETWEEN
• • '4 i EDGE DISTANCE
BOTHERS
FIN & 2X
WOOD BULK
CAULK BETWEEN
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#8 WOOD SCREW
1
'
26 1/4" MAX.
BY OTHERS
22 INSTALLATION ANCHOR
16
_
3 SHIM SPACE
25A 16
TWO (2) PER CLIP
O.A.
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7
li
INTERIOR
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EIGHT
HEIGH
H
EXTERIOR
9 INTERIOR
1 8
I
EXTERIOR
7
SEE GLAZING
+
SEE GLAZING
DETAILI
DETAIL
VERTICAL SECTION NOTE: WHEN USING INSTALLATION
E VERTICAL SECTION
5 HEAD - 2X WOOD FRAME
CLIP, ITEM # 27, USE OF THE
HEAD- SX
WOOD/CONCRETE/MASONRY
NAILING FIN IS REQUIRED.
5
INSTALLATION CUP
INSTALLATION CUP
SEE GLAZING
EX
DETAIL
� 12
4. WINDOW EXTERIOR
HEIGHT
INTERIOR
3/16" ITW TAPCON
11
10
INSTALLATION ANCHOR
O.A.
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7
16 26
1/4" MAX.
HEIGHT
1
SHIM SPACE
PERIMETER CAULK
BY OTHERS
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11/4" MIN.
EMBEDMENT
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BY OTHERS
BY OTHERS
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CAULK BETWEEN
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FIN 6 2X WOOD BUCK
DISTANCE
2X WOOD BUCK BY OTHER
CAULK BETWEEN
PRECAST SILL
BY OTHERS
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I MASONRY & 2X
CO WOOD
A
BUCK BY OTHERS
�Sj
SILL - PRECAST CONCRETE
INSTALLATION CLIP
SEE GLAZING
DETAIL , INTERIOR
#12 WOOD SCREW
INSTALLATION ANCHOR
ONE (1) PER CLIP
WINDOWS -DOORS
200 FOURTH AYE N NORTH
SAYPORT, 6W 5500"'W'
PH:(651)264 5150 FX:(651)264-5485
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INSTALLATION CLIP
A W D005
OF 8
#8 SELF -TAPPING SCREW
INSTALLATION ANCHOR
TWO (2) PER CLIP
20 GA. STEEL STUD
FRAMING BY OTHERS
SHEATHING -
BY OTHERS
CAULK BETWEEN
FIN & SHEATHING
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
3 THREADS MIN.
PENETRATION BEYOND
STEEL FRAME
1/4" MAX.
SHIM SPACE
INTERIOR
25 2 7 11
O.A. EXTERIOR
WINDOW
WIDTH
HORIZONTAL SECTION
% JAMB - STEEL STUD FRAME
INSTALLATION CLIP
INTERIOR
HORIZONTAL SECTION
6 VERTICAL POST
1/4" MAX.
SHIM SPACE 1 1/4" Mm•
3/16" ITW TAPCON EMBEDMENT
INSTALLATION ANCHOR CONCRETE/ MASONRY BY OTHERS
ONE (1) PER CLIP
INTERIOR
21/2" MIN.
EDGE DISTANCE
26 •' o•
3/4" MIN. J
EDGE DISTANCE
CAULK BETWEEN
CONCRETE/ MASONRY & 1X
WOOD BUCK BY OTHERS
SX WOOD BUCK
BY OTHERS
CAULKSETWEEN
FIN & IX WOOD BUCK
it
7 2 25
EXTERIOR FINISH
EXTERIOR
O.A.
BY OTHERS
WINDOW
PERIMETER CAULK
WIDTH By OTHERS
HORIZONTAL SECTION
l
% JAMB -1X WOOD/CONCRETE/MASONRY
INSTALLATION CLIP
0.392" O.A. LAMINATED GLASS
CONSISTING OF:
0.154" ANNEALED GLASS,
0.090" BUTACITE PVB BY DUPONT INTERLAYER,
IF0.154" ANNEALED GLASS
EXTERIOR EXTERIOR
INTERIOR
0.392" O.A. LAMINATED GLASS
CONS7:5TING OF:
0.154" ANNEALED GLASS,
0.090" SENTRYGLAS BY DUPONT INTERLAYER,
0.154" ANNEALED GLASS
7/16" GLASS L 7/16" GLASS
BITE BITE
GLAZING SILICONE GLAZING SILICONE
GE 7700 OR DC-1350 GE 7700 OR DC-1350
GLAZING DETAIL 1 GLAZING DETAIL 2
MDOWS-000RS
pt(661)764-5150 FX:(651)264-5485
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VG #:
AWD005
lEET: 7 OF
FRAME HEAWSILL FRAME SIDE
Wool) G) WOOD
-ii -4.125"
1 i7 T_
OEWOODNSION JAMB O WOOOL�ION POST CASING
1.969" J 1 2.031"
FE2� 0.688"
T-
0.680"
OMULLION POST 4A MULLION CLADDING
WOOD PVC
4.813" 2,520"-I
2.000" 2.062"
BILL OF MATERIALS
NO
PART NUMBER
DESCRIPTION
MATERIAL
MANUFACTURER.-
1
30835
FRAME HEAD SILL
WOOD
ANDERSEN
2
30838
FRAM SIDE
WOOD
ANDERSEN
3
EXTENSION JAMB
WOOD
ANDERSEN
4
30839
MULLION POST
WOOD
ANDERSEN
4A
MULLION CLADDING
WOOD
ANDERSEN
30 5
U 0 OST CASI
00
ANDERSEN
SASH CLADDING
VC
ANDERSEN
7
30 16
SAS RAIL STI
00
A D R5 N
8
3878
TRIM STOP JAMB
00
ANDERSEN
9
30840 41
TRIM STOP AD
WOOD
ANDERSEN
10
308 2-4 6
TRIM STOP SILL
WOODANDERSEN
11
30184
rCAzi-PG`TrA5
PVC
2
8 9 0
ROTO OPERATOR
STEEL
A ROC CO .
13
30442
SNUGGER
A UMI UM
14
#8 X
S UG R SCR W
5
3 053
STATIONARY SASH CLIP
GALV.STEEL
16
HINGES
STEEL
AMEROCK CORP.
17LOCK
KEEPERS ON SASH
STEEL
AMEROCK CORP.
8
3525
WEATHER STRIPPING
20
30871
SASH REINFORCING BAR
ALUMINUM
21
#8 X 5 8"
REINFORCING BARSCREWS
22
BRAD NAILS 1-1 2' LONG
GALV.STEEL
23
30172
FOAM W ATH R5TRIPPZ 6
24
25
30023
FRAME JAMB VINYL CLADDING
PVC
AND RSEN
25A
30023
FRAME HEAD/SILL VINYL CLADDING
PVC
ANDERSEN
26
INSTALLATION CLIP
304 5S
27
INSTALLATION CLIP
30455
O SASH CLADDING O SASOHD RAIL/STILE O TRIMWOOD STOP JAMB O WOOD
STOP HEAD 10 TRIM STOP SILL
PVCWOOD
1.900" 1.4T 0
2.000" 2.000"
Q
52" .89-r 2.000"
1.352" 0.891" i_ 1,406"
�- I
15 STATIONARY SASH CLIP
GALV.STE3,000"
0 0
1.593" D
0.019° o 0
20 ALUMINUM RE 25 NFORCING BAR FRAME JAMB VINYL CLADDING
PVC
0.543"
tLr
0.230' 2.530"
26 aoa sT LLATION CLIP
3.000"
m') m=
1.500" O
o m
00.210"
(TYP•) 0.188"
0.024
NOTE; ALL WOOD TO BE I
PONDEROSA PINE OR EQUAL
OGLAZING BEAD
11 PVC
"� 0.900°
0.766
25 FRAME HEAD/SILL VINYL CLADDING
PVC 2.713"
2.780"
27 INSTALLATION30455 CLIP
6.375"
0.024"
1.500"
00.188"
(TYP.)
rquu
WINDOWS -DOORS
BAYPORT, 6W 55003-1096
PH:(651)264-5150 FX:(651)264-5485
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