HomeMy WebLinkAboutAPPROVED, PD APP 27
O
C >L
O
0 O
n
Q
.M-I
> N d
A
J
0
J
IL
0) O d
OC N Q
al
A
u
In
q
a
a
A
c
N �
y
d
'
C V)
C O C
En
C2
O O
Y O1 z
10
U > u
E >
a U a
E
d
LLaua
uQL
O
�j
OD M I, It
LL7nW7ry1
O . . 0
O O O Ol
N N N
v
C
u
U
J
M
L
O
V
a�
L
Ly
U
Q
L
U
U
L
v
�
>
Q
a
>
v
U
01
N
Of��
OD
O
wN
a
w
O
C
N
T
d
0
IvMj
Q
V
c
U
OU
t'
Q
w
ti
O
U
N
LL
ID
=
U
C
E 0)
NNy
01
01
N
10
=
FC
f0
O
UI
N N
(AA C x
N W
7(
X
E
O v
i
t'
0
N
�y
O M
'"
(n
W w
0/ w
w Ul
t'
W
U a
U
L
O
O
0
IZ
0 Q7N U
O L^ N U
U
U
Q7N U
n N U
Q'tN U
I, N V
d C
-
� L
U
U
N
U rn rl O
M0 U
in
dU
ti
d �P�'1 kD u
d 4M� V
�
O
a) 7
O
"'�
%b
C
V
�LJL ID �I
i0
C C
ID
7
H
.--I
QD
U N
9
f OD
O W 01 O
U
E "� o
.C&
o
L �IJL��
o
L LL
3
'n
m
Q
m
w w
_,
+O+ O
^
O N L
rn 0
J O M N
U
7 N
W
(A
N
O
c
'� N
;
C
Q Q
a
U O� :°
o U
.0
U
x
>
- 1,
a+
Q w w
.--i O .m.. —
r° .� 0 �—
IL
w a
a
Y o U
LL
Q Q Q a
li
N
-F+
N
d
O
N
N
y
_
L
0
ID
❑
U0
C
L
3
0
o
�
>
E
m
°
a
z
CL
w
v
co
0)
UN
V
U
}
0
j
N
L
T ILO
y y
C
N
c
C
in
•10
Q
C O
C
u
E
v E
v E
o
L
W U
a
`m
U W
fu
� W
U W
0
❑ ti
U) (U
W
O
c
°
a c
c
Q)
n
0)
m m
m
w
C O
UI
0
:3 0
N
C
U
0 0 coO
N
U
O
O)
N
m
C
Q Q
U Co
-0
.
O
L
O
(n
0v
U
10
fa
T
wN
N
0)L
>U
U
ra oo
��
oQ
¢
O
U Ln
u
LL w
LE
OO>
U
12
w U
Q
M
0
M
_cn
m
}
Ol
O
N
LL
U)
x
N 0 nY
A In t ui U
Cd
00 O
v�
w a F '�
ro
vo�
S
mro
0
nv
A °1— n
�In�c
m
-
,-i
E Ln
.••I
C
N O
O y L UI
0
00
It
O
N
v
y, T y
C
X
M
1^O
•N d
00
M
O N
Z �}
C
O
O y
Z �I}
O
N
O �
wZ DIY
N�
O N
W Z
yJmaw
3
r Lug
3
'+
3
0
m Ln
> �
C
v
w"N�' A$U
O
,� o m ro
�I N a m a
°
v
w O ,a ro
vl N a a
O
ro m
a� w a a
+•
J c
a a
m w
E. c
3
w�� �v
C
a�v a
c
avmy
L L
30
Li
a'o v
L L
i
a =
d
na0 '
J C
m vL °L
aL
0 yL L
Q
m LL L
°:
V
LL L
N
,y
O 10
a10Lo N
v
Cm E
a)
C� E~ w
N
CN E Q)
C^
X
C EF- F
O>
u
ym 3au
iL
}, V7 F- a) ro aci
u2� >-0
LL
�+ VI F- W m w
i.L
'a+ U) F- C -C
v v
>-a
F v v
�i
NC„
c
LL
-0 N
`UQc LLc
a) t' a)
c
LL
`7?> v v
o ac We
aJ a)
c
LL
u>i v ul
o Qc LLc
L v a)
wn
x L
v >-0
o Qcu� WG
L
m
nA�9�
01
N
Cis u v a Q v
'0
01
�Np LU
C t-, 0 a Q N
U
O
Cis LO., a) O. Q v
U O
4.1v
N�p v
LL
u N a a)
A .- J
A n o 0
`� w m v T
nO
lL
U
F•1 > U 0
J C �tirC-i-i
LL
U
C > V 0 V
J.-Ci OC~H
LL
U
1C ] - 0 _0
> 1!1
as
C >'0 N •p
1-4
L
C
O
a
C~
0cy 0
a
C~
O �.TC T
>a
L.tiJrC-i��.-Ci
O� »Crr >
00
C
p T>,C T
�mJE
vNa aL
a
,�
to .0mJ3
m �-o �'� � �
O
p
mo-0-0Z -r-0
O
O
ap-0 p .0
m,-0-0 aj V
O r
amo v
m.0 p m
m v « V
c
V
0~D
a) Y m a0+
y� C 0 O N
C
,y
o0
0 0 0 10 0 a)
m !C N? m N
am0
0 y 10 v
� m C O 7 M 'Jo
N
y w N
a) O 0
4 m 7 M
w
w c m u0 f
O
.2
fA
d
N ,� v m •� v
J a) J L
GLL>U>LLU
r
N .i C y N 0
J d L L
C >U> U
'A .� a) m .� N
J al L J L
GLL>U>LLU
'C u S
0C>
(A S 0 M, 0
L L
C
^+ A
y�
a m
a U
A�E>"—
a
o
O O O O
Q
rr W
G
M W
d
H W
w 7S
>U> U
hr W
L
N N N N
o o O o
U)
-
-„
N
in
x f0
`,
my
O
0
,ti N V m
7
a)
p W
LU F
N
.�a
f
o 0 0
�cm
.�
Ln
c
��vA
E
m
3
3
�_>
3
v
3
Nc+wcn
o
as
C
C T LLJ
_G
N C
C_
J
C_
a L 7
m ry
0
a .n a
Z�
3
m° C
ao
vwE
O
"O
v
Q)
v
N Ln
x
O
U
a
al C
3
i.a .—
w
LL
rn
tD> O
a)
LL
0
j
a)
25
LL
O^
a)
LL
N Cl
L� N
`^
= a,
3.
ncuiL
U
n I� 2En
0 N
U
N tn°
U
v \O
u
0 M C\ V,
ar
OL w3 u
Z
o
N ^ fin
W=
o
N riN
N=
o
N ��'1
Ni dw
o
N f°n0N
Ni
.0
,Ln-i
OD
-O O
}= U
.LO-i
w
DLO ,p
}i n�Ol
M
w
}_ ��
M
ao
c xN•N
}= 7; 2Lp
w
yooEm
O
rCa E
N y N
3
N, LO+
N y o0oN
3
N 0 Nn= °iM
w
O .q
f
a
S 9 N a) _m
a
2 9 II _w
CL
2 9 v Q
a
S 9 n O c >'~
*
a.. E
0
2a`�. a�iQ x'U
S ,r,a wo
Sam+ vo x o
2ah x a�vw
N
v'oG
v O
L
L
n
p�
Li
V
C >>-\_ 0
O ZOO
C 7}O 0m
O + y�.i
C=}^O En
O +N v
a�iQ
7 \w 7 aye
C O}Zer tnF-
-
m
aot',EL
1.Uo05
° v
°
U
ti
O 0+' m v
7 7 LCO O m 0
4J diS "w
7 7 A L L g
d v+3 r a
7 7 LCo O E
mt.C)
a1 4!+' ° NLn mUl
>; A �' ' n L^O 0 0
v
LL
Atiwo3
E N G w
aaj
L m
m
0.
LL++°rnJv
H H ,--I >
aww'wywa�°
y7�EI-
L L N VI
awvp.�yo,�'Q
L L W L, m
^
yl�a x•+
�' L N I- G_ \ 10
°�v�E
"i�aa
EO n
L v an v
C
9 3 ad L� p O
0 '0 .0 L. q .� O
VOiww'uLyw
9 9 0 L
uviww�a�+wLwE°'
7 9 9 c7 L. N° O
01 T A
a
LA Q
O>
E
: n
,�
wear as
O>: + L
u
N
dr
LwQ)4L a�v"
O>> a.. rn
C
m
wddaa
O>>+'
C`
sz
w0) 'Ln L,.'ELA
O>> �v 3
C
t
oNmEw
t
7
�o v a
f!1 > a Q
Itl
`
#
O
,--1
y 0 O OL M
= L L m y_
a s a'(n
O
r-1
O O 7 0
A OI O U a
a s a 1;
O
�..�
O O V
y L L 10 Or 0
a IL a j/r (0
O
0 0J is a L
u
10 41 to O
a a a VI L� VI
F-
,L'yL •• a i
N ^' A
y A a a
v v v v
E
o
i f0 y°
Eaa�ar��
n
o
L
has ma+='E
O
m
t
ao 4r�+a
E
.•i
o
H
as a,«Ln�S�
JQQLEiGO+
y
a s>->
'ELL�a
Ln a`
m
LL
ti
JQQ►iGO�
;jQ<wCOn u
JQQL-�iCO
�
a=C7
N
O
N
N
N
Cl)
m
N
PICTURE WINDOW - LARGE MISSILE IMPACT
49 1 /4"
MAX. OVERALL FLANGE WIDTH
48"
MAX UNIT WIDTH
rt 451/8"
GLASS DLO
A +�
f
I
731/4" I
MAX. F
OVERALL 13
FLANGE
HEIGHT
72"
MAX.
UNIT
HEIGHT
69 1/8"
GLASS
DLO
TABLE OF CONTENTS
I I
I
-- -- 77114'
I MAX.
J OVERALL
FLANGE
HEIGHT
76"
MAX.
E UNIT
HEIGHT
I
I
I 73 1l8"
GLADOSS
g
8
I �
I a
I_1
GENERAL NOTES & ELEVATIONS .......
1
ARCHITECTURAL SHAPES...................2
GLAZING DETAILS.................................3
SECTION VIEWS....................................4
EXTRUSIONS & B.O.M...........................5
ANCHOR SCHEDULE & NOTES .........
6-7
INSTALLATION DETAILS.......................8
73 1/4"
MAX. OVERALL FLANGE WIDTH
72"
MAX. UNIT WIDTH
— 691/8" —
GLASS DLO
Ll
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE (HVHZ)
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS
DEFINED IN ASTM E 1996 PER THE FBC.
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:
-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED.
7. ALL FRAMES ARE FULLY WELDED.
8. SERIES / MODEL DESIGNATION PW-8300
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
0 = FIXED SASH.
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
LOCATION
MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING
ANY
+/- 55 PSF
LARGE MISSILE IMPACT
NON-HVHZ
72„ x 76„
+/- 65 PSF
HVHZ
+/- 67.5 PSF
Lucas Turner
2020.07.31
11:15:51
-05' 00'
2ZEmm
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
Q z az�
H O w U W W O 6
Z W -1
w ZOZ-Z�
0 la-W�ZO3iof �2
Z Z=2¢0wp0
O OHO Q=�W-
U U(A�ZaI-(na
U Z- U- Z -� U
Q OZUcnZ=UU
>- ¢3:Ow—=o—
W O O itcl) 0 w O W
LLUwa 0-JcnF-
of w
O WF-0 a02t�
_ IY W � W U
a I- a W a
Ala. 58ZQ 1
°.STAIT
of
7/21/2020
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'
AIDE 05/05/07
CWS-159 E
AI E SHEET
120 1 OF 8
FULL CIRCLE
1/2 CIRCLE
1/4 CIRCLE
FULL ELLIPSE ["OVAL"]
OCTAGON
TRIANGLE
7
TOMBSTONE
TRAPEZOID
NOTES:
1. SEE SHEETS 6 & 7 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 SHEETS 6 & 7, WITH ANCHOR
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
)MINIDOW SYSTEMS IS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
a z 3: az�
1- ❑w0 Qw�0O
w zOZ �z
g Qcn — >_O��—m
LL Pw�Z�-3:2=
O O�Oa¢woo
U UcnF- ZaF - co a.
0 z— cn —z�_Dm
UZUUz=UU
Q�pw�m0Z
gQ ~U~Zvi
w Umirc}nowinW
LLCnw QJfnH
d
x _ ~ 01 w � W (n
D_ � IL X M
A
r
201
~�� * 7 i&=
k
�0. STATE OF •`
7/21/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTIDNT
ARCHITECTURAL SHAPES
DRAWN BY: DATE:
AIDE 05/05/07
D)AIG#: R :.
CWS-159 E
AI F- SHEET
1:1 2 OF 8
E
JN71
11- � m
1" OVERALL
3/16" ANNEALED or TEMPERED
1/2" AIR SPACE
5/16" LAMINATED
1/8" ANNEALED
.090 DUPONT PVB INT EA
1/8" ANNEALED
PURFECT GLAZE "H"
1/2" GLASS BITE
TYPE A
1" OVERALL
3/16" HEAT STRENGTH or TEMPERED
3/8" AIRSPACE
7/16" LAMI GLASS
3/16" HEAT STRENGTH
.090 SENTRY GLASS IONOPLAST INTERLAYER
3/16" HEAT STRENGTH
un
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
a z 3 az�
I- OWO wwod
z W -j
W Z O z of- zt=
LL H W Z F3: 2 2
z Z 2 2 Q0� W O O
O OF- O Q=�Of
U U(nHZaPU)a
Z-0 ZH7)tn
ZQ O Z O W Z O U�
1=-LL 0OLLZ
Q ?' W — 2 O -
2 < 1-- Z
W Oclf
OLL Ct W O W
zLn Lu a OJCnH
O W H Z w o
a � a Of
PURFECT S KAFLEX 552 GLAZE "H" `1`%N LTu Sri{wry
1l2" GLASS BITE No. 5820-
SSTATE OF
NIS
GLAS TYPE B 7/21/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GLASS
MAXSIZE
TYPE
W x H
DP +/-55
A
48 X 72
DP +/-67.5
`B
72 X 76
GLAZING DETAILS
ADE 05/05/07
DWG #: REV.:
CWS-159 E
SCALE: SHEET
1:1 3 OF 8
INTERIOR
SECTION VIEW A -A
ALTERNATE FIN FRAME
INTERIOR
SECTION VIEW B-B
)MNDOW SYSTEMS IS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
a z az3
H ow° Qw0�
Z w -j
w z O Z w— Z�
o aU�
LL hw ZH2i�2
o z-0—z��cn
Q °zUU)z=UU
} ¢�0w�m0z
a gQ ~�~zvi
L~D °0�(ADwOw
'l(nw OJ(n�
F-a
wo�o w>-
a 0 L 0: E
11/1
♦ti`�UG� A rr'•
'�P f
No.58201 �^
RUE
0.
i. STATE OFFw
7/21 /2020
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS
DRAWN BY:
DATE:
AIDE
05/05/07
DWG u:
REV.:
CWS-159
E
SCALE:
SHEET
1:1.33
40F8
PARTS LIST
ITEM
PART #
DESCRIPTION
VENDOR
MATERIAL
1
H-6006B
FRAME, PW, MAIN, HEAD
MIKRON
PVC
2
H-6006B
FRAME, PW, MAIN, SILL
MIKRON
PVC
3
H-6006B
FRAME, PW, MAIN, L. JAMB
MIKRON
PVC
4
H-6006B
FRAME, PW, MAIN, R. JAMB
MIKRON
PVC
5
H-6006A
FRAME, PW, MAIN, FIN
MIKRON
PVC
6
P-3113
SCREW SUPPORT FOR PVC
TEAM PLASTIC
RUBBER
7
P-3352
SET. BLK., 85 DUR., 1/8" x 5/8" x 2" LG,
FRANK LOWE
RUBBER
8
PURFECT GLAZE "H", SIKAFLEX 552
HENKEL / SIKA
SILICONE
9
P-3752
CAP PLUG, 1/2" HOLE
M&M
SILICONE
10
S-6064
GLZ. BE., FXD. (1" O.A. I.G.)
MIKRON
PVC
11
GLASS
SEE SHEET 3
3 1/8"
21/16" �F',
PVC FRAME FLANGE - H-6006B
1/4"
1/16"
7/8" 1fs
1116"
PVC FRAME FIN - H-6006A
1/2 y 3" _ �.
3/16"
d
FRAME CORNER CONSTRUCTION
— CORNER WELD (ALL SIDES)
SCALE 1:8
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W Ww.CwS.Cc
8300 PVC
PICTURE WINDOW
IMPACT
z
OWp�
o
z �zozQ�zo
LL P�3:
Z zW2a0�W00m 0 z— U) z Z U)
Z ooz:) �U—
a—Zo zpWU
r Q�ow020z
Z ui
Lu Q QC)OfU)OILOW
W dJW a QJfnH
_~� w�w �
a- a w a
rm5
Ex2�1
iiliE
o; fw:
STATE OF�:
Lm
7/21/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
PVC GLAZEBEAD - S-6064 SCREW SUPPORT - P-3113 I EXTRUSIONS & B.O.M.
AIDE
05/05/07
DWG #:
REV.:
CWS-159
E
SCALE
SHEET
1:1
5 OF 8
14" MAX. O.C. I
6" MAX. (TYP.)
6" MAX (TYP.)
14"
MAX O.(
(TYP.)
ANCHOR LAYOUT - (FLANGE)
DP +/- 55 PSF
DOTE 2
INSTALLATION
ANCHOR (TYP.)
4" MAX. (TYP.) 8" MAX. O.C. (TYP.)
4" MAX. (TYP
8"
MAX O.C.
(TYP.)
ANCHOR LAYOUT - (FIN)
DP +/- 55 PSF
SEE NOTE 2
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 8.
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. f
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1, SHEET 8.
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDME T S ALL BEY D DOD BUCKS. IF USED, INTO SUBSTRATE.
INSTALLATIONS TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE O❑ CT D S
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 D AL.
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR EN EER OF RE ORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 8. CONCRETE AND MASONRY SUBST ATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING T CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMAIAAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS &_U-0
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WW W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
Q
P
Z 3: <z
owo owod
ow
z
W
W J
Z O Z Er- Z F-
o
LL
QW�}O��m
H W Z I- 2.
z
O
Z=2¢wwQQ
OHO 6 a=H�
o
Z-co- ZI-�u)
z
OC90ui-Z)O-
~-LL2ZOQLL
Z
}
¢�:Ow-=O-
zm
1-
LLI
0C) D �2
LL(oW�QJ(AH
? - a
ILX:
o
wF-o
a
d ��a
7/21/2020
LUCAS A. TURNER, P.E.
FL PE # 582 11
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE &
NOTES
AIDE 1 05/05/07
CWS-159 E
ALE -- SHEET
1:20 6 OF 8
6" MAX. (TYF
6" MAX. (TYF
7 5/8"
MAX O C
(TYP.)
4" MAX. (TYP.) 8" MAX. O.C. (TYP.)
4" MAX. (TYP.)
8"
MAX O.C.
(TYP.)
INSTALLATION
ANCHOR (TYP.)
ANCHOR LAYOUT - (FIN)
DP +1- 65 PSF
NOTE 2
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 8.
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 8.
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 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 TABLE1, SHEET 8. 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), FMANVDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS)
WINDOW SYSTEMS ❑
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
Q Z 3: QZ3:
H- 0WO awod
Z W -i
W ZOZ W_ZF-
w H W Z F i 2
O O�0¢QWOO
U C)0H�z0-PboIL
0 Z-0 zH_5
ZQ O Z U W Z O D U
r Q�ow-=o?
W 0O=co0w(nW
cnww OJcnF-
00 W 0- H- 0 X:
a 0- (If IL
_.titi L ► .am
tt i
F No.58201
A- .2- �►�
��STATE Of
7/21/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
ANCHOR SCHEDULE &
NOTES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:20 7 OF 8
MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE
TYPICAL HEAD ANCHORAGE
BY OTHERS
1/4" MAX. SHIM
SEE TABLE 1
MIN. EDGE DIST
SEE TABLE 1
MIN. EDGE DIST.
SUBSTRATE BY OTHERS
SEE TABLE 1
SEE TABLE 1
MIN. EMBEDMENT
Irli
SEE TABLE 1
INSTALLATION ANCHOR#P,
PERIMETER SEALANT
BYINSTALLER
SEE TABLE 1
INSIDE AND OUTSEALANT
BEHIND��r�L
FLANGE BY INSTALLER
L�
1/4" MAX. SHIM
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
SEALANT UNDER SC
HEAD BYINSTALLER
i1LlI� �i►a� �9.1IW
MIN. EMBEDMENT
SEE TABLE 1
MIN. EDGE DIST.
LE 1
cl'4 CAL SECTIONAL SILL ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
rOVNGY,BY INSTALLER
HORIZONTAL SECTION
B TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
F Ei
SUBSTRATE TYPE
ANCHOR TYPE
MIN. EMBEDMENT
MIN. EDGE DIST.
F E
CONCRETE (2.0 KSI MIN.)
3/16" ITW TAPCON
1-112"
1
E
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
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 KW IK-FLEX OR 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)
1#8 WOOD SCREW
1-1/2"
7/16"
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
MIN. EDGE DIST, -SUBSTRATE
SEE TABLE 1 BY OTHERS
SEE TABLE 1
1/4" MAX. SHIM
MIN. EMBEDMENT
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
C HORIZONTAL SECTION
8 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
D� HORIZONTAL SECTION
8 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.
WINDOW SYSTEMS n
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
Z 3: QZ�: w J o Q k Z W
z0z of --I=
a(n�}OW�m
Pw z�-; 3:2=
Z 2 2 Q m W 0 0
OHO a=_w
O 0(A�ZaH-(AD-
O Z-(0 ZH-0(n
z OZUVjZ=U-
>- Q� p W_ 2 0?
m gQ ~U~z(O
W OwOZ(}!)OWUIW
cnww O_j(/)H
p wP0 a.= }
a M ��a�
���uurrrrr��
No. $8201
p! * +n=
S
STATE OF
7/21/2020
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 05/05/07
CWS-159 E
E: SHEET
1:2 80F8