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SINGLE HUNG - NON -IMPACT
MAX SASH WIDTH
MAX. SASH WIDTH
281:
T
GLAS;
J
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING
CODE (FED), CURRENT EDITION INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS:'O/%'.
4. DESIGN PRESSURE RATING (SEE SHEET 3):
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-13004We01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE,
WATER INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 OF T STRESS INCREASE HAS NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR
USED F R WOODDETAILSNC O R CA DURCULATION FACTOR Ctl=1.8 WAS
USED FOR WOOD ANCHOR CAICUlAT10NS,
6'
DLO 8. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM
SEALANT USED AT FIXED MEETING RAIL AND JAMB.
B. SERIES /MODEL DESIGNATION SHA100.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
%=OPERABLE SASH, O =FIXED SASH
DLO
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION,
11. EXTERNAL WEEP SLOT = 1/40 x 1' LOCATED 4' FROM BOTH
ENDS,
1900 SW LOTH AYE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
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No 58201
8TATE OF
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABAR AYE.
NORTH PORT, PFL 34288
PH. 941-380.1574
GENERAL NOTES AND
TABLE OF COMENTS
ELEVATIONS
GENERAL NOTES& ELEVATIONS .....
1
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
DBAwN BY:DATE:
AIDE
06I22I09
GLAZING DETAIL.................................2
COMPARATIVE ANALYSIS..................3
52" x 62"
—
REV -SECTION VIEWS & ALT, FRAME ........
4
cwsae5
c
EXTRUSIONS& B.O.M.................. I,.&
... 5
52"x 71"
CHART, SHEET
NONE
ANCHOR SCHEDULE & NOTES ..........
e
SHEET
INSTALLATION DETAILS.............4 ....
...?
ANCHOR SCHEDULE VARIES DEPENDING ON UNIT SIZE, SEE SHEET
6 FOR DETAILS
1:20
1 pF 7
WINDOW azlom
I" SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
�I'IIII� III---ICI—IIIL���Wr OVERALL
I I I 7/8' OVERALL 78m OWRALL IreENON-IMPACT
112' AIRSPACE �TEMPERED
AIRSPACE —112*
AIRSPACE
Oci
3116NNEALED 316EMPERED 11ANNEALED 3i6MPERED WOpp B�F4T OUANEX DURASEAL OUANEX DURASEAL OUANEX DURASEAL OUANEX DURASEAL a rc yOOI1w
KIGIG SPACER F w JDDN
SPACER IG SPACER IG SPACER ZZmQ
O 01-OF0i6ZL
SIKAFLEX5520R 4 SIAFLEX552OR SIKAFLEX 552 OR SAFLEX 552 OR 0 00 Z F0
PURFECT GLAZE'H' PURFECT GOH* PURFECTGLZE•H' PURFECGLZE'• 0UmZ00 zmoouu
uFFO_OH
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00
NEW Now, Now
.5 0 WFD K=��
e 2 IIII� a IF`�'IIII� a � a Siam
2 U U ; % WOREW4TGpi
go
*?
S Qi
GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 9'; 3TA7E OF . W,±
FIXED LITE FIXED LITE SASH LITE SASH LITE ,4�^`•`A'( pP r�2�`�
FS •.. O R 1 p,�� �
�Y�• p ��NA�Ep``
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9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTI�'
GLAZING DETAILS
;DRAWN BY:ADE [RW.�
8/22/09
Ig SETTING BLOCKS PER FBC 2411, .3.1 WS485 C
E.HEET
0F7
DESIGN PRESSURES FOR EQUAL SPLIT "OX" CONFIGURATION WITH GLASS TYPE A OR B (FIXED) AND GLASS TYPE C OR D (SAS
Unit
Unit Width
Height
23.500
25.500
27,500
31.500
35.500
39,600
43.500
47.500
49,500
25.500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
27.500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70,0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120,0
29.500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
31.500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
35.500
+70,0 -120.0
+70,0 -120.0
+700/-1200
+70,0 -120.0
+70.0/-120.0
+70.0/-120,0
+70.0/-120.0
+70.0/-119.7
+70.0/-113,8
-120.0
-120.0
37.500
+70.0 / -120.0
+70.0/-120.0
+70,0/-120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / A20.0
+70.0 / -114.8
+70.0 / -109.1
+70.0 / -102.7
39,500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70,0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -110.4
+70.0 / -104.9
+70.0 / -98.6
41.500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / A19.4
+70.0 / -106.5
+70.0 / -101A
+70.0 / -95.0
43,500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / 415.7
+70.0 / -103.0
+70.0 / -97.7
+70.0 / -91.8
47,500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -109.3
+70.0 / -97.0
+70.0 / -91,8
+70.0 / -86.1
49,500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -106.5
+70.0 / -94.4
+70.0 / -89.3
+70.0 / -83.7
51.500
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -120.0
+70.0 / -119.7
+70.0 / -104.1
+70.0 / -92.1
+70.0 / -87.0
+70.0 / -81.5
53,500
+70.0 / -120.0
+70.0 / -119A
+70.0 / -118.9
+70.0 / -118.9
+70.0 / -118.9
+70.0 / -117.4
+70.0 / -101.8
+70.0 / -89.9
+70.0 / -84.9
+70.0 / -79.4
65,500
+70.0 / -113.1
+70.0 / -111.2
+70.0 / -110.5
+70.0 / -110.5
+70.0 / -110.5
+70.0 / -110.5
+70.0 / -99.8
+70.0 / -8B.0
+70.0 / -83.0
+70.0 / -77.6
59.500
+70.0 / -100.6
+70.0 / -98.1
+70.0 / -96.7
+70.0 / -96A
+70.0 / -96.1
+70.0 / -96.1
+70.0 / -96.1
+70.0 / -84.6
+70.0 / -79,7
+70.0 / -74.3
61,500
+70.0 / -95.3
+70.0 / -92,7
+70.0 / -91.0
+70.0 / -90.0
+70.0 / -90,0
+70.0 / -90.0
+70,0 / -90.0
+70.0 / -83A
+70.0 / -78.2
+70.0 / -72.9
63.500
+70.0 / -90.5
+70.0 / -87.8
+70.0 / -85.9
+70.0 / -84.4
+70.0 / -84A
+70.0 / -84.4
+70.0 / -84.4
+70.0 / -81.7
+70.0 / -76.9
+70.0 / -71.6
65.500
+70.0 / -86.2
+70.0 / -83A
+70.0 / -81A
+70.0 / -79.4
+70.0 / -79.3
+70.0 / -79.3
+70.0 / -79.3
+70.0 / -79.3
+70.0 / -75.7
+70.0 / -70.3
67,500
+70.0 / -82.3
+70.0 / -79.4
+70.0 / -77.3
+70.0 / -75.0
+70.0 / -74.7
+70.0 / -74.7
+70.0 / -74.7
+70,0 / -74.7
+70.0 / -74.5
+ - 2
71.000
+70.0 / -76.2
+70.0 / -73.3
+70.0 / -71.1
+68.4 / -68.4
+67.5 / -67.5
+67.5 / -67.5
+67.5 / -67.5
+67.5 / -67.5
+67.5 / -67.5
+67.5 / -67.5 _
WORST CASE SCENARIO
.NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
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■
STATE OF
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABAR AVE.
NORTH PORT, PL34288
PH. 941-380-1674
ADE OB/22I09
CWS 485 C
SHEET
1:1 30F7
WINDOW SYSfFM3
ia
1900 SW 44TH AVE.
INTERIOR OCALA, FLORIDA 34474
WWWCWs.CC
8100 PVC
14 9 6 4 6 6 9 SINGLE HUNG
0
NON -IMPACT
1
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SECTION VIEW B-B u zNam wow
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, a F a w 3 a N
RIGHT SIDE SHOWS SASH SECTION VIEW.
2
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1 INTERIOR �'AGENS iTGR,,,I
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6 �.Ji f No 58201 :mA'
19 9'. STATfi OF f0/�
e'SS/ONAI.ENO��.
'"Itsfoipu4a4
43 6
1 9/22/2017
LUCAS A, TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
0 PH. 941-380-1574
9SHEETDESMIPTIM
i4
SECTION VIEWS
SECTION A -A wu ev: DATE:
ADE 06
DR /22/09
DWIG 9.
NOTE: ITEMS NOT SHOWN FOR CLARITY: CWS-485 n C
. %12-13, 1&16118, 20, 22-24, 28-29, 31,374 41, 47-48 SHEET
1:2 40F7
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PVC FR -NGE
H60318031
1 31,8'
w6•
PVC SASH SIDE RAIL
H43004
MEETING RAIL
H-iB38
Flat Washar BY18• FASTE S .EL „/B•�---I
P- 420 x0.187 ULTRAFA tn•
nL , v, s. .as. ,vtL
1/16' 1/16'
PVC GLAZING BEAD PVC FIXED RAIL COVER PVC SASH STOP PVC SCREEN CATCH
S-6064 S-6063 SS029 8-6013
LINE ITEMS NOT USED: NOTE: ALL E7RRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
13, 15-18, 18, 20, 29, 31, 49
I�-115/18'
7 &rF1116,
PVC SASH BTM. RAIL
H-6028
6
1�1/18'
PVC SASH MTG. RAIL
H 6027
YL
3/16
1/16'
REINF, SBR/SSR
S-1498
5/16• 3„6.1
r 6• r
SCREW SUPPORT
PVC SCREENSUPPORT P-3113
S-6014
FRAME CORNER
CONSTRUCTION
CORNER WELD
(ALL SIDES)
1:8
1
FIXED MEETING RAIL
SCREWEDTOGETHER WITH
ONTERFRAME
1:8
REINF. SASH TOP RAIL
S-1497
1900 SW 44TH AVE.
OCALA, FLS.Cc 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
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No 58201
STATE OF
X�
9/22/2017
LUCAS A. TURNER, P.E.
FL PE q 58201
1239 JABAR NORTH PORT, FL 3424288
PH. 941-300-1 -1574
BOM AND EXTRUSIONS
ADE 06/22/09
CWS 485 C
SHEET
:2 5OF7
8' MAX
8' MAX
z1z
MAX
(TYP.)
INSTALLATION ANCHOR
T CENTERLINE OF MTG RAIL
(TYPJ
6• (TYP.)-
8' (TYP.)-
U
ANCHOR LAYOUT - (FLANGE)
HEIGHTS OVER 62"
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHORS ING SAME AS HEAD.
ANCHOR LAYOUT-fFLANGEI
HEIGHTS 62"AND UNDER
RAIL CENTERLINE
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE i/4'. USE SHIMS WHERE SPACE GREATER THAN iH6'IS PRESENT. LDAD 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 W ITH 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 -1X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1' FOR WOOD AND METAL.
B. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BV 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 MAV 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 W INDOW S), FMAJAAMAIWDMA 300(EXTERIOR DOORS)
T800 SW 44TH AVE.
OCAU, FLORIDA 34474
W W W.CWS.CC
6100 PVC
SINGLE HUNG
NON -IMPACT
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No 58201
t
STATE OF
z�
9/22/2017
1239
LUCAS A. TURNER, P.E.
FL PE # 68201
JABAR PAVE.
NORTH PORT, 34288
PH. 941-380-1-1574
ANCHOR SCHE[
NOTES
ADE
06/22/09
RE
CWS485
C
c
SHEET
1:20
BOF7
SUBSTRATE BY OTHERS
SEE TABLE 1
SEALANTBE
FLANGE BY INSTALLER
SEALANT BEHIND
FLANGE BY INSTALLER
TYPICAL HEAD ANCHORAGE
'g , VERTICAL SECTION
7 ttPICAL SILL ANCHORAGE
MAX. SHIM
MAX. SHIM
TABLE I: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE
ANCHOR TYPE
MIN MBEOMENT
EDDE DIST.
CONCRETE (2.0 KSI MIN.)
R
3/16' W TAPCON
INMIN.
1-119,
HOLLOW OR GROUT -FILLED CMU(117 PCF MIN.)
3/i6'TWTAPCON
1'
2'
CONCRETE (2.65 KSI MIN.)
3/16' ELCO ULTRACON
1'
1'
GROUT -FILLED CMU (ASTM C-90)
3116' ELCO ULTRACON
1-114'
2-10
2XMIN. SOUTHERN PINE (G=0.55)
3116' W TAPOON
O
OR ELCO ULTRACON
13/S'
7/8'
2XMIN. SOUTHERN PINE (13=0.55)
#10 WOOD SCREW
13/8'
718'
16 GAUGE (0.0600) MIN. STEEL STUD
(33 KSI YIELD MIN)
#I(M6 HILTI KWIK-FLEXOR TW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060'
71164
1/8' ALUM. (6 T5 MIN.) OR
1/8' STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125'
7/16-
�1 HORIZONTAL SECTION
7 TYPICAL JAMB ANCHOR AGE
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BO%-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
1900 SW LORIAVE.
OCALA, FLS.CC 344]4
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
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No 56201
STATE OF
zz
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 56201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
INSTALLATION DETAILS
ADE � O6/22I09
-MIN. 1/4'FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER, CWS405 C
-PRODUCT ANCHORAGE IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS, SHEET
1:2 1 70F7