HomeMy WebLinkAboutSINGLE HUNG LARGE MISSILE IMPACTSINGLE HUNG - LARGE MISSILE IMPACT
37" —
MAX. O.A. FLANGE WIDTH
35 3/4.
MAX. UNIT WIDTH
31 9/16„
GLASS DLO
A
I
72- B
MAX. O.A. O
FLANGE I
HEIGHT I
I I
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1
GLAZING DETAILS...............................2
SECTION VIEWS & ALT. FRAME ........ 3
EXTRUSIONS & B.O.M.........................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
70 3/4"
MAX. UNIT
34 5/8"
MAX. SASH
HEIGHT
oC
C
L.1
DLO
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION AND IS RATED FOR MISSILE LEVEL D IMPACT USE IN WIND
1900 SW 44TH AVE.
ZONE 3 AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.
OCALA, FLORIDA 34474
W W W.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE IHVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.
$1 0 PVC
2. GLAZING OPTIONS: (SEE SHEET 2)
SIN HUNG
3. CONFIGURATIONS: "O/X".
1 CiT
4. DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
2
GLASS TABLES ASTM E-1300-04.
T
di
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
0
TEST PRESSURE AND GLASS TABLES
c
o
ASTM E-1300-04.
5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
w
m
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
Cr.
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
c�
ANCHOR CALCULATIONS.
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C
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v
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
N
z
REQUIRED.
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LL
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7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
w
d
USED AT FIXED MEETING RAIL AND JAMB.
<
L
c
8. SERIES / MODEL DESIGNATION SH-8100.
o
¢
0
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
6 0p11nnrrlr,�
X6 10 SECTION APPLY TO ALL ELEVATIONS IN A SIMILAR �O, ......... '
31 3/8" 11. WEEP SLOTS = 1/4" x 1-1/4" LOCATED 4" FROM BOTH ENDS. -4 d No 58201 1. -P
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— 28 15/16"
GLASS DLO
32 114•
MAX. SASH WIDTH
FRAME
DESIGN PRESSURE
TYPE
MAX. UNIT SIZE
RATING
IMPACT RATING
FLANGE
35-3/4" x 70-3/4"
+/- 60 PSF
LARGE MISSILE IMPACT
FIN
+/- 55 PSF
dt
:�•, STATE OF 54+:
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2015-04-11 '�pss O ..Eta�;.���
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4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
EMK 09/18/14
DWG#; REV.:
CWS-957 A
6OALE: SHEET
1:15 1 OF6
4
D
I
FIXED LITE
7/8" OVERALL INSULATED GLASS
1/8' ANNEALED
112" AIRSPACE
5/16" LAMINATED GLASS
118" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
DURASEAL BY TRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
BITE
SASH LITE
7/8" OVERALL INSULATED GLASS
1/8" ANNEALED
1/2" AIRSPACE
5/16" LAMINATED GLASS
1/8" ANNEALED
.090" PVB INTERLAYER BY DUPONT
1/8" ANNEALED
DURASEAL BY TRUSEAL
PURFECT GLAZE "H" OR SIKAFLEX 552
1/2" GLASS BITE
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WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA34474
www.CwS.CO
8100 PVC
SINGLE HUNG
IMPACT
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4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
EET DESCRIPTION:
GLAZING DETAILS
IAWN BY: DATE:
EMK 09/18/14
JG #: REV.:
CWS-957 A
ALE: SHEET
1:1 2 OF 6
CM90M•M
7 10 31 21 6 7
INTERIOR
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA34474
W W W.CW S.CC
8100 PVC
13 13
�
5
SINGLE HUNG
p
IMPACT
3
e
o
36
c
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36 37 32
40 SECTION VIEW B-B
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NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
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LUCAS A. TURNER, P.E.
3
FL PE # 58201
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1239 JABARA AVE.
8
q
NORTH PORT, FL 34288
pp
PH. 941-380-1574
6
00
SHEET DESCRIPTION:
SECTION VIEWS
13
SECTION VIEW A -A
SECTION VIEW C-C
DRAWN BY:
DATE:
ALTERNATE FIN FRAME
EMK
09/18/14
DWG#:
REV.:
CWS-957
A
SCALE:
SHEET
12
30F6
r
r
1 2 IH-1699IReinforcementforSBR I ALUMINUM I KEYMARK
6
H-6049
Frame SHI, Fig, Single Hung V
PVC
MIKRON
2
7
H-6049
Frame Jamb, Fig, Single Hung
PVC
MIKRON
8
H-6050
Sash Top Rail
PVC
MIKRON
9
H-6051
Sash Boflom Rail
PVC
MIKRON
10
H-6052
Sash Side Rail
PVC
MIKRON
11
P-3029
Screen Pull Fab
STEEL
HURLEY
12
P-3033
IScreen Spring
STEEL
FLASCREEN
13
P-3113
Screw Support
RUBBER
TEAM PLASTIC
14
P-3218
Screen Frame
ALUMINUM
FLASCREEN
15
P-3228
Spline
VINYL FOAM
DAPA
16
P-3321
Screen Corner Key
NYLON
FLASCREEN
17
P-3342
Seam Sealer
SCHNEE
18
1 P-3352
Selling Block
RUBBER
FRANK LOWS
19
P-3429
Wstp., 0.270 x 0.187 back FinSeal
NYLON
ULTRAFAB
20
P-3539
#8 x 3/4" Ph PH TEK
STEEL
FASTENAL
21
P-3541
#8 x 3/8 Pan Phil Talk
STEEL
FASTENAL
22
P-3581
Screen Cloth
VINYL
WER
23
P-3752
Hole Plug,112"
NYLON
M&M
24
P-3783
Lock Impact
INTERLOCK
25
P-4051
#8 x 1 114" Ph Fh TEK, W1t
STEEL
FASTENAL
26
P-4056
Sash Cam
NYLON
M&M
27
P-4069
Keeper, Impact
ZAMAC
SULLIVAN
28
P-4479
Weep Housing & Flap Asset
PVC
M&M
29
P-4638
#8 x 21/2 Phi( Truss SMS
STEEL
I FASTENAL
30
P-4959
Vft., 0.420 x 0.187 back FinSeal
NYLON
ULTRAFAB
31
S-1498
Reinforcement forSSR
ALUMINUM
KEYMARK
32
S-6013
Screen Support
PVC
MIKRON
33 1
S-6014
I Screen Adaptor
PVC
MIKRON
36
8-6064
IGIazing Bead
PVC
MIKRON
37
FIXED
ISEESHEET2
GLASS
CARDINAL
38
SASH
SEESHEET2
GLASS
CARDINAL
39
Block & Tackle Balance
STEEL
BSI
40
Purfed Glaze "H" or Skaflex 552
SILICONE
HENKEL / SIKA
41
#10 x 2° Pan Phil sms
STEEL
FASTENAL
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
C,
r
At
PVC FRAME FLANGE - H-6049
1 3/16"
10
1 5!8' U�
vt s^
PVC SASH SIDE RAIL - H-6052
1 118'
1/2" 3
PVC SCREEN SUPPORT - S-6013
i 3/4°
31
3/16"T 1/16"
REINF. S.B.RJS.S.R. - S-1498
.045"
1 5/I16" 3
J�
i---9/16'
PVC FIXED RAIL COVER - S-6063
3 1/8' FRAME CORNER
I CONSTRUCTION
a
1/16'
3 9/16" O
CORNER WELD
(ALL SIDES)
1:8
PVC FRAME FIN - H-6048
1 15/16"---�{ 22
r----23/16"
9 e
FIXED MEETING RAIL
15/8' 15/8" 1/16' SCREWED TOGETHER WITH
1/16" OUTE1:8
.1� 1:9
RFRAME
PVC SASH BTM. RAIL - H-6051
PVC SASH TOP RAIL - H-6050
1 112"
s/ 1 5/16'
B/a
3
3
1' �ll
0�-121 2 1/8" 1/16" 7/8'
L L
REINF. TOP RAIL - H-1497 SASH STOP - S-6025
ALUM. FIXED RAIL - H-1836
3/4" F-- ,/4"
1 1/8"
15/16° � 2 7!8' 36 33
L 1/16" �— 5/16—T
REINF. BTM RAIL - H-1699 PVC GLAZING BEAD - S-6064 PVC SCREEN ADAPTOR - S-6014
L��
-3^ "I
13
L3/16"
SCREW SUPPORT - P-3113
900"
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
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4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
1EET DESCRIPTION:
BOM AND EXTRUSIONS
1AWN BY: DATE:
EMK 09/18/14
VG #: REV.:
CWS-957 A
'ALE: SHEET
12 4OF6
D
6" MAX. (TYP;
6" MAX. (TYP.,
4• (TYP.).
INSTALLATION
ANCHOR (TYP.)
ANCHOR LAYOUT - (FLANGE)
DP +/- 60 PSF
4" MAX. (TYF
RE 2 4- MAX. (TYF
8"
MAX. O.C.
(TYP.)
`Mr0 RAIL
ANCHOR LAYOUT - (FIN)
DP +/- 55 PSF
DTE 2
INSTALLATION
ANCHOR (TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 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 6.
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 6.
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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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 6. 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), FMAANDMA 250(BOX WINDOWS), FMA/AAMAM/DMA 300(EXTERIOR DOORS)
bo-
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
8100 PVC
SINGLE HUNG
IMPACT
N
o F
o �
`--l—
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE ANDI
NOTES
EMK
09/18/14
!G #:
REV.:
CWS-957
A
A�
SHEET
120
5OF6
r
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
. SEE TABLE 1
SUBSTRATE BY OTHERS
SEETAB_LE1.
'
MIN. EMBEDMEP
PERIMETER SEALANT
SEE TABLE 1
BYINSTALLER
INSIDE AND OUT'
SEALANT BEHIND
FLANGE BY INSTALLER
1/4" MAX. SHIM
14STALLATION ANCHOR
-
SEETABLEI
-
,-
1/4" MAX. SHIM
SEALANT BEHIND
0
'
FLANGE BYINSTALLER
PERIMETER SEALANT
MIN. EMBEDMENT
BY INSTALLER
SEE TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
VERTICAL SECTION
6
TYPICAL SILL ANCHORAGE
INSTALLATION
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
1/4" MAX. SHIM —
SEE TABLE 1
MIN. EDGE D
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
�B1 HORIZONTAL SECTION
6 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.)
3/16" ITW TAPCON
1-112"
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)
3/16" ITW TAPCON
OR ELCO ULTRACON
1-3/8"
7/8"
FLANGE
2X MIN. 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 ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
RANGE
1/6" ALUM. (6063-T5 MIN.) OR
1/8• STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-1/2"
7/16"
MIN. EDGE DIST. SUBSTRATE
SEE TABLE 1 BY OTHERS
1900 SW 44TH AVE.
SEE TABLE 1
OCALA, FLORIDA 34474
1/4" MAX. SHIM
WWW.CWS.CC
8100 PVC
SINGLE HUNG
EMBEDMENT
IMPACT
SEE TABLE
an
0 PERIMETER SEALANT
o
BYINSTALLER
o
0
INSIDE AND OUT
}
INSTALLATION ANCHOR
SEE TABLE 1
w
m
SEALANT BEHIND
cn
FIN BY INSTALLER
HORIZONTAL SECTION
O
6 TYPICAL FIN ANCHORAGE
a
T>
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
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4/11/2015
�;A
LUCAS A. TURR NER, P.E.
FL PE # 58201
PERIMETER SEALANT__1239
JABARA AVE.
BYINSTALLER
-
NORTH PORT, FL 3428E
INSIDE AND OUT
PH. 941-380-1574
�D1 HORIZONTAL SECTION
�6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
HEAD AND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAWN BY:
DATE:
EMK
09/18/14
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-957
A
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE:
SHEET
1:2
60F6
f � •
t
r
6,
M
0
FI
H
HORIZONTAL SLIDER - LARGE MISSILE IMPACT
1121/4" MAX.OVERALL FLANGE WIDTH
111" MAX. UNIT WIDTH
4915/16" 24 5/8"
GLASS DLO GLASS DLO
A
_
1/4°
I
I
UC.
/ERALL
ANGE
:GHT
B
B
63"
MAX.
UNIT
HEIGHT
I
X
58 13/16"
GLASS
DLO
O
l X
I D
I 561
I D GLA
DLO
B
59 9/16"
6
O
SASH
HEIGHT I
I
I
I 6
C
V
6
-
-
- --
A
27 1 s/16"
C A
MAX. JABN WIU IN
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........... 1
GLAZING DETAILS.....................................2
SECTION VIEWS & GLAZING DETAILS
EXTRUSIONS & B.O.M...............................4
ANCHOR SCHEDULE & NOTES................5
INSTALLATION DETAILS ...........................6
S
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
amum
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND
190D SW 44TH AVE.
1900 S44THFLORIDA E.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED
ALA, 34474
IN ASTM E 1996 PER THE FBC.
W CC
2. GLAZING OPTIONS: (SEE SHEET 2)
8200 PVC
3. CONFIGURATIONS: "OX", "XO".
HORZ. SLJI
4. DESIGN PRESSURE RATING:
.DER
IMPF{
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
f
GLASS TABLES ASTM E-1300.04.
�n
v
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
T
"
Lli
ASTM E-1300-04.
5. ANCHORAGE: THE 33 1/3 % STRESS INCREASE HAS NOT BEEN USED
0
0
❑
w
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
•
w
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
¢
m
ANCHOR CALCULATIONS.
cl)
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
o
m
M
Z
O
REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT
co
UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT
w
Z
W
MUST BE ENGAGED PRIG` O EXPOSURE TO HURRICANE WINDS AND
a
w
Ir
FLYING DEBRIS.
(L❑
a
7. ALL FRAMES AND VENTS FULLY W ELDED. SMALL JOINT SEAM SEALANT
a
z
L)
USED AT FIXED MEETING RAIL AND HEAD/SILL. _
w
S. SERIES / MODEL DESIGNATION HS-8200.
m
¢
Z
9. THE DESIGNATION XAND O STAND FOR THE FOLLOWING:
X = OPERABLE SASH, 0 = FIXED SASH
��♦ 1
%, p]DRFrrrr ,
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A , ,. 4 A
��'% s P" C E N..' o'��4
�� 'P : v\ SF %�2 10
LOCATION.
v t No 58201 °1. -P
11. EXTERNAL WEEP SLOT=1/4"x1"LOCATED 4"FROM BVSIc.-^%'.
STATE OF
Lucas. A:
2015-04 11
15:17-04:00
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
111"x 63"
1 +/- 60 PSF
LARGE MISSILE IMPACT
GENERAL NOTES AND
ELEVATIONS
DRAWN BY: DATE:
TEF 10/11/13
DWG#: REV.:
CWS-869 B
SCALE: SHEET
1:20 1 OF6
R ► r
C
7/8" OVERALL
3/16" ANNEALED OR TEMPERED
1/4" AIRSPACE
7/16" LAM]
3/16" ANNEALED
.090 SENTRY GLASS IONOPLAST INTERLAYER
3/16" ANNEALED
PURFECT GLAZE "H"
SIKAFLEX 552
112" GLASS BITE
GLASS TYPE A
FIXED GLASS
GLASS TYPE B
SASH GLASS
—7/8" OVERALL
—118" ANNEALED OR TEMPERED
—318" AIRSPACE
—5116" LAM[
—118" ANNEALED
—.090 DUPONT PVB INTERLAYER
—1/8' ANNEALED
PURFECT GLAZE'H"
SIKAFLEX 552
1/S BITE
WUNDOW SYSTEMS I\ _—/I
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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STATE OF
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
GLAZING DETAILS
LAWN BY: DATE:
TEF 10/11/13
VG #: REV.:
CWS-869 B
ALE: SHEET
1:1 20F6
INTERIOR
SECTION VIEW A -A
INTERIOR
SECTION VIEW B-B
SECTION VIEW C-C
ALTERNATE FIN FRAME
SECTION VIEW D-D
JAMB ROTARY LOCKS
JAMB ROTARY LOCKS:
MAY BE SUBSTITUTED FOR JAMB
IMPACT LOCKS ON FLANGE UNITS.
REQUIRED ON FIN UNITS.
HEAD IMPACT HOOK (TYP.)
MIDSPAN OF SASHES
(ITEMS 44 & 46)
JAMB IMPACT HOOKS (ITEM 42)
OR ROTARY LOCKS (ITEM 23)
LOCATED AT THIRD POINTS.
NOTES:
EITHER IMPACT HOOKS OR ROTARY LOCKS
MUST BE USED IN BOTH JAMBS OF FLANGE UNITS.
ONLY ROTARY LOCKS MUST BE USED IN BOTH
JAMBS OF FIN UNITS.
HEAD IMPACT HOOK AND
JAMB IMPACT HOOKIROTARY LOCK LOCATIONS
1:20
VWNDOW SYST-M I —
1900 SW 44TH AVE.
OCALA, FLORIDA34474
WWW.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
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9_s STATE OF t.4U-
4/11/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS
LAWN BY: DATE:
TEF 10/11/13
VG #: REV.:
CWS-869 B
ALE: SHEET
1:2 3 OF 6
PARTS LIST
31CORNER CONSTRUCTION
/e"
31/8
1 4 2
1/16"
211/16° 1/16" 3 9n s^ 0 1 7/8^ � � 1/16•
O Lc
W21CORNER WELD
(ALL SIDES)
1 1/8' 1:8
PVC FRAME FLANGE-6049 HD MTG RAIL-1681
PVC FRAME FIN-6048
5
1 15/16" 1 3116"y 5
2 3/16'
I�— � I f----23/16°
1 14 3
13
1 5/8" 1 5/8" [� 1 5 8" q 1 5/16"
1/16^ L 1/16" q 1/16" L 1/16^ 2
PVC SASH MTG. RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC HD MTG RAIL COVER - 6077 FIXED MEETING RAIL
0 3/1s" SCREWED TOGETHER WITH
OUTERFRAME
1:8
0
5/8"
I� 6° r r 3/4°
1 5ns° 46
7/6" L 1/16° 15/1s^ 1/1s'
1116" SASH MTG. RAIL-1497 }—" °
�JU
SASH REINF. -1699
PLAN VIEW-1999 HEAD IMPACT HOOK - 1999 3l4"
3l16" 3/16" 7/16° 1 1/4"
0 �— 16 7
6" I 1/is° 1/16"
S-B.R./S.S.R. - 1498
1— ROLLER TRACK -1776
_ �i Ins^
PLAN VIEW-2000 PANEL IMPACT CATCH - 2000 1/it 7/T� 11 r7/8"-I
3/16" T I I 43
s/ s
01 PVC GLAZEBEAD-6064 J— 1/16"
GLAZE BEAD -1112
I JK 1/2° 1 1/8°
1 5/1s" 3/.' 1 5/16-
j� e I
L]U42 1/16' 48
7/S 1/16" 1/1s°
L
�- PVC SCREEN CATCH - 6013
PVCANTI-LIFT-6005
PLAN VIEW - 1577 ALUM SASH IMPACT HOOK - 1577
F-1 1/8°-1
3116"1I- 3' -I -} 112" 5/16^ I11
I I I LI 9
40 1/16^
SCREW SUPPORT -3113 PVC SCREEN SUPPORT -6014
LINE ITEMS NOT USED:
4, 38-39 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
�%J/7(��j/)1�'
V-NURl�W SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CW S.CC
ITEM
PART#
DESCRIPTION
VENDOR
MATERIAL
1
H-6049
Main Frame, SHIHS, Flange, PVC
Mikron
PVC
2
H-1681
Fixed Rail, Heavy Duty, Aluminum
Keymark
Alum
3
S-6077
Cover, HD Fixed Rail, PVC
Mikron
PVC
5
P-4638
#8 x 2 1/2" Ph Mod Truss Type A TEK
Ajax
Steel
6
P-3342
Seam Sealer, SM-6504
Schnee
Silicone
8200 PVC
HORZ. SLIDER
IMPACT
7
S-1776
Roller Track
Keymark
Alum
8
S-6013
Screen Adapter, Jamb, PVC
Mikron
PVC
9
S-6014
Screen Adapter, Head & Sill, PVC
Mikron
PVC
10
P-4479
Weep Cover w/ Flap
M&M
Nylon
11
S-6064
Glazing Bead
Mikron
PVC
0
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12
H-6050
Sash Meeting Rail, PVC
Mikron
PVC
13
H-6051
Sash Pull Rail, PVC
Mikron
PVC
14
H-6052
Sash Top/Sot. Rail, PVC
Mikron
PVC
Y
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15
H-1497
Reinf. Sash Meet. Rail
Keymark
Alum
16
H-1498
Reinforcement, Sash, Side Rail
Keymark
Alum
a3
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17
H-1699
Reinforcement, Sash Pull Rail
Keymark
Alum
16
P-3429
Wstp., 0.270 x .187 back FinSeal, G
Ultrafab
19
P�783
Lock, Impact, PVC
Interlock
20
P 4051
#8 x 1 1/4" Ph Flat Tek, Wht.
Fastenal
Steel
21
P-4069
Keeper, Impact, PVC
Interlock
22
P-3539
#8 x 3/4" Square PH Tek, W ht.
Fastenal
Steel
23
P-4958
Rotary Lock
Interlock
24
P-4633
8-32 x 1/2" Barrel Fastener
Interlock
m
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25
P-4952
Keeper, Rotary Lock
Interlock
26
Nylon
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27
P�541
#8Ixe1/2" Quad PH TEK 2 Znc
FasteMal
Steel
28
GLASS
SEE SHEET2
CARDINAL
GLASS
29
Purfect Glaze "H" or Sikaflex 552
Henkel/Sika
Silicone
30
P-3028
Set. Elk., 85 Dur., 1/8" x 7/8" x 2" Lg.
Frank Lowe
Rubber
31
P-3218
Screen Frame
Allmetal
RollForm
32
P-4754
Screen Comer Key
Allmetal
Nylon
miarbKey w/Safety Tab
Nylon
34
P 3029
Screen Pull
Slllmenal
35
P-3033
Screen Spring
Fla. Spring
SS
36
P-3228
Screen Spline
Dapa
37
P-4772
Screen Cloth, Fiberglass
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
40
P-3113
Screw Support, PVC
Team Plastics
Rubber
41
P-3752
Cap Plug, 1/2" Hole
M&M
Nylon
42
8-1577
Impact Hook, Frame, Jamb
Keymark
Alum
43
S-1112
Reinforcement, Head, Jamb
Keymark
Alum
44
S-2000
Impact Channel, Sash
Keymark
Alum
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
45
P-3748
#6 X5/8 Ph FH TEK, Zinc, Painted
Ajax
Steel
46
8-1999
Impact Hook, Frame, Head
Keymark
Alum
47
H-6048
Main Frame, SHIHS, Fin, PVC
Mikron
PVC
DRAWN BY:
TEF
DATE:
10/11/13
48
S-6055
Roller Track, PVC, (Anti -lift)
Mikron
PVC
49
P-5250
Lock, Impact, PVC, w/Flipper
Interlock I
DING#:
CWS-869
REV.:
B
50 1
P-4730 1#8
x 1/2" Ph Mod Truss TEK
Fastenal I
Steel
TALE:
1.2
SHEET
40F6
6" MAX.
6" MAX.
17"
MAX.
(TYP.)
ANCHOR LAYOUT - (FLANGE)
TOTE 2
INSTALLATION
ANCHOR (TYP.)
4" MAX. (TYP.)
4" MAX. (TYP.) 7
8" J
MAX. O.C.
(TYP.)
1 rT8" MAX. O.C. (TYP.)
I
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ANCHOR LAYOUT - (FIN)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. 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 6.
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 6.
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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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 6. 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/AAMAANDMA 300(EXTERIOR DOORS)
useff
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8200 PVC
HORZ. SLIDER
IMPACT
�2 vI
0 0
0 0 ❑
-7r No 58201
13% STATE OF ":�W.
z�
4/1112015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE AND
NOTES
TEF 10/11/13
VG #: REV.:
CWS-869 B
TALE: SHEET
1:25 5 OF 6
MIN. EMBEDMENT
11 TIIJ(C9/JI1%]•L/�/�
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE
�JCl21GyL4llUuucl(jam/�I
BY OTHERS
WINDOW SYSTEMS Ij\j
MIN. EDGE DIST.
1/4" MAX. SHIM
SEE TABLE 1
MIN. EDGE DIST.
SUBSTRATE
SEE TABLE 1
SEE TABLE 1
BY OTHERS
1900 SW 44TH AVE.
SEE TABLE 1
FLORIDA 34474
SUBSTRATE BY OTHERS
1/4" MAX. SHIM
WWW.00ALA
W W W.CWS.CC
SEE TABLE 1
MIN. EDGE DIST.
MIN. EMBEDMENT SEE TABLE 1
PERIMETER SEALANT
SEE TABLE 1
8200 PVC
BY NSTALLER
ANCHOR
NS DE AND OUT
SEE TABLET I
HORZ. SLIDER
C=
SEALANT BEHIND
SEEEDMENT
IMPACT
FLANGE BY INSTALLER
1/4" MAX. SHIM
SEALANT
r
PERIMETER SEALANT
ER
BY INSTALLER
OUT
11
0
}
INSIDE AND OUT ON ANCHOR
SEALANT BEHIND
SEE TABLE 1
w
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INSTALLATION ANCHOR
FLANGE BY INSTALLER
SEAL TBEHIND
SEE TABLE 1
INSTALLER
O
Z
tBHORIZONTAL SECTION
C HORIZONTAL SECTION
C3
O
\,jj TYPICAL JAMB ANCHORAGE
6 TYPICAL FIN ANCHORAGE
c
p
1/4" MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
MIN.EMBEDMEN'
BY INSTALLER
SEE TABLE 1
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
A VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
FLANGE
CONCRETE (2.0 KSI MIN.)
3/16" 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)
3/16" 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 HILT[ KW IK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7/16"
FLANGE
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
#10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN
2XMIN. SOUTHERN PINE (G=0.55)
#8 WOOD SCREW
1-112"
1/2"
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
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0
4/112015
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT
1239 JABARA AVE.
BY INSTALLER
NORTH PORT, FL 34288
INSIDE AND OUT
D HORIZONTAL SECTION
PH. 941-380-1574
6 BOX FRAME INSTALLATION
SHEET DESCRIPTION:
HEAD AND SLL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
DRAWN BY: DATE:
TEF
10/11/13
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
DWG #:
REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
CWS-869
B
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
SCALE:
SHEET
1:2
6OF6