HomeMy WebLinkAboutPICTURE WINDOW-NON IMPACTTABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1
ARCHITECTURAL SHAPES.................2
GLAZING DETAILS...............................3
SECTION VIEWS & ALT. FRAME ........ 4
DP CHART, BOM & EXTRUSIONS ....... 5
ANCHOR SCHEDULE & NOTES .......... 6
INSTALLATION DETAILS.....................7
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PICTURE WINDOW - NON -IMPACT
T
A
HI
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
4. DESIGN PRESSURE RATING (SEE SHEET 5):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES FULLY WELDED.
B. SERIES / MODEL DESIGNATION PW-615. -
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
f
691/4" FLANGE WIDTH
MAX UNIT WIDTH
�6B"
63 15/16" GLASS DLO
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I
1/4^
ANGE
IGHT
7
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76"
I O
MAX
UNIT
HEIGHT
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71 15/16"
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GLASS
DLO
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77
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MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
8" x 76'
SEE COMPARATIVE ANALYSIS
CHART, SHEET 5
NONE
96" x 54"
NONE
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
615 PVC
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16:43-04:00 :,o�. . •�u�'
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4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE
09/05114
VG #:
REV.:
CWS-944
A
'ALE:
SHEET
1:25
1 OF7
FULL CIRCLE
112 CIRCLE
114 CIRCLE
FULL ELLIPSE (OVAL)
OCTAGON
TRIANGLE
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2. THRU FRAME - MASONRY, WOOD OR METAL OPENING.
THRU FIN - WOOD OPENING.
3. OVERALL SIZE MUST NOT EXCEED THE MAX. WIDTH AND HEIGHT OF
RECTANGULAR WINDOWS ON SHEET 1.
4. ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 6, WITH ANCHOR
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
PICTURE WINDOW
NON -IMPACT
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4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
ARCHITECTURAL
SHAPES
ADE
09/05/14
VG #:
REV.:
CW S-944
A
:ALE:
SHEET
1:1
20F7
7/B" OVERALL 7/8" OVERALL WINDOW SYSTEMS
1900 SW 44TH AVE.
F-1/B" ANNEALED 118" TEMPERED OCALA, FLORIDA 34474
5/8" AIRSPACE
518" AIRSPACE WWW.CWS.CC
1/8" ANNEALED 1/8" TEMPERED
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1239 JABARA RA AVE.A
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
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AIDE 09/05/14
DWG#: REV.:
GLASS TYPE C GLASS TYPE D CWS-944 A
SCALE: SHEET
1:1 30F7
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INTERIOR
SECTION VIEW A -A
INTERIOR
SECTION VIEW B-B
SECTION VIEW C-C
ALTERNATE FIN FRAME
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
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PICTURE WINDOW
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NORTH PORT, FL 34288
PH. 941-38D-1574
SECTION VIEWS
'.AWN BY:
DATE:
ADE
09/05/14
JG #:
REV.:
CWS-944
A
:ALE:
SHEET
1:1.33
4CF7
3
"O" CONFIG. DESIGN PRESSURES, PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL)
GLASS 7-�� UNIT W IDTH j14t�
TYPE 16 24 30 1 (56) 1 42 1 48 1 54 1 60 66 68 1 72 1 76 1 78
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B ar D
75.0
75.0
75.0 1
75.0
75.0 1
75.0 1
75.0
75.0
75.0
75.0
42
A
75.0
75.0
75.0
75.0
72.4
64.6
C
75.0
75.0
75.0
75.0
75.0
75.0
B or D
75.0
75.0
75.0
75.0
75.0
75.0
48
A
75.0
75.0
75.0
73.3
64.6
56.3
C
75.0
75.0
75.0
75.0
75.0
75.0
B or D
75.0
75.0
75.0
75.0
75.0
75.0
54
A
75.0
70.6
69.8
65.5
56.7
50.1
C
75.0
75.0
75.0
75.0
75.0
75.0
B or D
A
75.0
75.0
75.0
62.3
75.0
60.3
75.0
58.5
75.0
51.9
75.0
60
C
75.0
75.0
75.0
75.0
75.0
75.0
B or D -
75.0
75.0
75.0
75.0
75.0
75.0
66
A
75.0
55.9
51.8
51.8
C
75.0
75.0
75.0
75.0
75.0
70.8
B or D
75.0
75.0
75.0
75.0
75.0
70.8
68
A
75.0
54.8
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C
75.0
75.0
75.0
75.0
72.3
67.6
B or D
75.0
75.0
75.0
75.0
75.0
67.6
72
A
75.0
52.6
C
75.0
75.0
75.0
71.1
66.7
62.0
B or D
75.0
75.0
75.0
75.0
75.0
63.3
76
A
75.0
50.7
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_ 75:0
75.0 -
75.0 -1
66.6
62.9_
57.2
B or D
75.0
75.0
75.0
75.0
75.0
63.3
78
A
75.0
C
75.0
75.0
75.0
64.3
62.9
61.8
B or D
75.0
75.0
75.0
75.0
75.0
63.3
84
A
75.0
55.6
C
75.0
1 75.0
72.3
57.8
55.6
B or D
75.0
75.0
75.0
75.0
70.4
63.3
90
A
75.0
50.6
C
75.0
75.0
70.0
53.7
50.6
B or D
75.0
75.0
75.0
71.9
64.3
58.8
1
96
A
75.0
C
75.0
75.0
68.1
50.6
B or D
75.0
75.0
75.0
66.3
59.1
53.9
NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
64.2 63.3 1 61.5 56.7
64.2 64.2 1 62.6 56.7
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63.3 53.1 53.1 53.1
64.2 53.1 53.1 53.1
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61.5 53.1 50.0 50.0
62.6 53.1 50.0 50.0
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ITEM
PART#
DESCRIPTION
VENDOR
MATERIAL
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WrWW.CWS.CC
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4/3/2015
A. TURNER, P.E.
8
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FL PE # 58201
1116"
1239 JABARA AVE.
PVC TRIM
NORTH PORT, FL 34288
S-6144
PH. 941-380-1574
SHEET DESCRIPTION:
DP CHART, BOM AND
EXTRUSIONS
DRAWN BY:
DATE:
ADE
09/05/14
DWG#:
REV.:
CWS-944
A
SCALE:
SHEET
1.2
50F7
6" MAX. (TYP.)
6" MAX. (TYP.)
9 112"
MAX. O.C.
(TYP.)
ANCHOR LAYOUT - (FLANGE)
4" MAX. (TYP.)
E 2 4" MAX. (TYP.)
INSTALLATION
ANCHOR (TYP.)
B.
MAX. O.C.
(TYP.)
ANCHOR LAYOUT - (FIN)
DOTE 2 OUf 9090•
WINDOW SYSTEMS �����1�
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.0 W S.CC
INSTALLATION
ANCHOR (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 7.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 7.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1 X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
615 PVC
PICTURE WINDOW
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:9 STATE OF .�4rj�
S-5 .0
4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
)RAWN BY:
ADE
DATE: .
09/05/14
DWG#:
REV.:
CWS-944
A
3GALE:
SHEET
1:20
6OF7
J
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MIN. EMBEDMENT
SUBSTRATE
SEE TABLE 1
BY OTHERS
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
1/4" MAX. SHIM
SUBSTRATE BY OTHERS
MIN. EDGE DIST.
SEE TABLE 1
�a
SEE TABLE 1
MIN. EMBEDMENT
PERIMETER SEALANT
SEE TABLE 1
INSTALLATION ANCHOR
BYINSTALLER
SEE TABLE 1
INSIDE AND OUT
p
SEALANT BEHIND
FLANGE BY INSTALLER
I�
1/4" MAX. SHIM
INSTALLATION ANCHOR
SEE TABLE 1
1/4" MAX. SHIM
SEALANT BEHIND
J
FLANGE BY INSTALLER
p
p
PERIMETER SEALANT
MIN. EMBEDMEN
BY INSTALLER
SEE TABLE 1
INSIDE AND OUT -
SUBSTRATE BY OTHERS
SEE TABLE 1
-
MIN. EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW
�A� VERTICAL SECTION
HEAD BY INSTALLER
7 j TYPICAL SILL ANCHORAGE
ri PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
B HORIZONTAL SECTION
7 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3116" ITW TAPCON
1-1/2"
1-1/8"
FLANGE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.)
3/16" ITW TAPCON
1"
2"
FLANGE
CONCRETE (2.85 KSI MIN.)
3/16" ELCO ULTRACON
1"
1"
FLANGE
GROUT -FILLED CMU (ASTM C-90)
3/16" ELCO ULTRACON
1-1/4"
2-1/2"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
3116" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2XMIN. SOUTHERN PINE (G=0.55)
#10 WOOD SCREW
1-3/8"
7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
(33 KSI YIELD MIN)
#10-16 HILTI KWIK-FLEX OR rrW
TEKS S F-DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
LANGE
1/8" ALUM. (6063-T5 MIN.) OR
1/8" EL 33
il0 GRADE 5 SELF -TAPPING /
ILLING SC
FULL THREAD
THRU 0.125"
FIN
2X MIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2"
7/16"
MIN. EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS
1/4" MAX. SHIM SEE TABLE 1
MIN. EMBED!,
SEE TABLE 1
�- PERIMETER SEALANT
Qeoo BY INSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
C HORIZONTAL SECTION
7 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
PERIMETER SEALANT � / /
BYINSTALLER V.
INSIDE AND OUT
p HORIZONTAL SECTION
7 BOX FRAME INSTALLATION
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY -REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
owgm*
WINDOW SYSTEMS HR
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.0 W S.CC
615 PVC
PICTURE WINDOW
NON -IMPACT
N F
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U G
m 0
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N Z W
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a d
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P,�IO RE WrT'�i�i
v No 58201 ' P Z
9.:. STATE OF
?610NrA;
4/312015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
DRAWN BY: DATE:
ADE 09/05/14
DWG#: REV.:
CWS 944 A
scALE: SHEET
1:2 70F7