HomeMy WebLinkAboutFL13010_R11_II_CWS-433E PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: 0�29 om
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ)AND 1900 SW 44TH AVE.
37 1/4" IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALA, FLORIDA 34474
MAX. OVERALL IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
FLANGE WIDTH
36"
2. GLAZING OPTIONS: (SEE SHEET 3) 8150 PVC
MAX. UNIT WIDTH
31 13/16" 3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE PICTURE WINDOW
GLASS DLO NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
IMPACT
4. DESIGN PRESSURE RATING:
A -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
— — — — — — GLASS TABLES ASTM E-1300-04e01/09. Q Z Q z
-POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER 0 w O � w o p
INFILTRATION TEST PRESSURE AND GLASS TABLES Z w -1 0 Q 1.- w
ASTM E-1300-04e01/09. o Z 00 Z o � Z F_
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED Z Z 2 2i Q � W 0 =O
73 1/4" B I I B IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR 0 O O U < M F
MAX. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD p Z — v~j Z Z � D co
OVERALL
I I I ANCHOR CALCULATIONS. Z O z U cij z 5 U —
HEIGHT I I I 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q < w0 w 0 O O LL z
I I 73 1/4" MAX. OVERALL FLANGE WIDTH Q � � } � U — Z Co
REQUIRED. O 0 � >- D p 2
Q I 72" MAX. UNIT WIDTH w Of U) 0 w co w
tZ
MAX. I I 7. ALL FRAMES ARE FULLY WELDED. z � O J co ~
UNIT 67 13/16" GLASS DLO O w O O }
HEIGHT i I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8. SERIES/ MODEL DESIGNATION PW-8150. a
67 13/16" I I I I 9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
GLASS
I B I I 0 = FIXED SASH.
DLO
\JtioIIJE1lf
6 i I 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR \ �pgA.TUR*J/`
I I 6 MAX4•• I LOCATION. _�, �,► Eli
D OVERALLFLANGE IVa 5821 �
L — - - - - J 6 HEIGHT
I I
A A I I Lucas Turner * F
6 I I 2020.07.31 8TATFOF F2—
Ma 15:40:52
x.
UNIT I I
HEIGHT -05'00' f*1 �rv� ,,�\\\
I
I
71
GLASS6 I I 7/31/2020
DLO I I LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
L - - - - - - - - - - - - - - - - J PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES & ELEVATIONS.......1 AAJ 11/25/11
ARCHITECTURAL SHAPES...................2 ALL 36" x 72" +/- 75 PSF
SECTION VIEWS &GLAZING................3 DWG#: REV.:
EXTRUSIONS & B.O.M...........................4 NON-HVHZ +/- 65 PSF LARGE MISSILE IMPACT CWS-433 E
ANCHOR SCHEDULE & NOTES............5 72 X 76" SCALE:
INSTALLATION DETAILS.......................6 HVHZ +/- 67.5 PSF SHEET1:20
1 OF 6
0�29
om.
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8150 PVC
CPICTURE WINDOW
.� IMPACT
- - Q z Qz �
FULL ELLIPSE (OVAL) z 0 w o Q UJ o 0
w zpz
o 00� 3: m
0i E I— w z1-- 3: 2 =
O 0O � 0aQw00
FULL CIRCLE o z U z z � U) a-
z OO - cq So -
TOMBSTONE TRAPEZOID Q LL w O 0 LL z
O
z
0C) 0 �
LLI � cnowcow
- cnw 0J (n1--
a-
00 wi-Z0 a- 1 � }
0� = 0_ Lu 3: LLJ d U)
H
lax
1/2 CIRCLE 1k
OCTAGON _� � No. 58201 j ig::
* o
ot
*L1� 3TATE OF
NOTES:
1. SEE SHEET 5 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. '�N\
��rwlw���ti
2. THRU FRAME-MASONRY,WOOD OR METAL OPENING.
THRU FIN-WOOD OPENING.
3. OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF 7/31/2020
RECTANGULAR WINDOW ON SHEET 1.
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS LUCAS A. TURNER, P.E.
MUST FOLLOW THE LAYOUTS SHOWN ON SHEET 5,WITH ANCHOR FL PE # 58201
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
1/4 CIRCLE TRIANGLE ARCHITECTURAL
SHAPES
DRAWN BY: DATE:
AAJ 11/25/11
DWG#: REV.:
CWS-433 E
SCALE: SHEET
1:1 20F6
GLASS TYPE DP MAX SIZE (OU4,7�(O ®
INTERIOR A +/- 75 36 x 72 WINDOW SYSTEMS
B +/ 65 72 x 76 1900 SW 44TH AVE.
+/- 67.5 OCALA, FLORIDA 34474
OQ QO WWW.CWS.CC
a a
0 1 1 a
10 10 - 8150 PVC
� � o_ � PICTURE WINDOW
0� �0 IMPACT
a a
ow 0 Q � oo
Z w J o
w Z Q Z� � t Z �5 8 11 11 8 6 o Qw � z0 � � m
O O 01-- 0b' 00
SECTION VIEW B-B o Z z Z � �
�0�
g; Q OZOLU
Q � pw0 = OZ
7/8" OVERALL 7/8" OVERALL Q [if � >- � U ~ Z Uj
w OoofU) owOw
8 LijOJcn �
3/16" ANNEALED or TEMPERED 3/16" TEMPERED a- z i
11 1/4" AIRSPACE 1/4" AIRSPACE 0 w ~ O q- z: of }
6 _ of Lu � do7
H
7/16" LAMINATED 7/16" LAMINATED
10 1 3/16" ANNEALED 3/16" HEAT STRENGTHENED
iytiitlsri�rr�
105 KURARAY PVB INTERLAYER .090 KURARAY SENTRYGLAS INTERLAYER A-rIJ�J{,
3/16" ANNEALED 3/16" HEAT STRENGTHENED
INTERIOR QUANEX DURASEAL or, QUANEX DURASEAL or,
CARDINAL XL EDGE or, CARDINAL XL EDGE or, No. 5�207
KODISPACE 4SG TPS KODISPACE 4SG TPS *
I.G. SPACER I.G. SPACER
10 1 �*l�
10 PURFECT GLAZE"H"OR SIKAFLEX 552 10 PURFECT GLAZE"H"OR SIKAFLEX 552 � ETATE OF �
0A1���IVA
���.
11 _ 1/2" GLASS BITE 1/ GLASS SS BITE 10N\
0 O 11 11
8 8
8
4 2 E 1 7/31/2020
�70 QI _ _ �O Q�DL� LUCAS A. TURNER, P.E.
o FL PE # 58201
O O 2428 Old Natchez Trc Trl
Camden, TN 38320
O jJE
� �O ��0� PH. 941-380-1574
SECTION VIEW A-A SHEET DESCRIPTION:
ALTERNATE FIN FRAME O D SECTION VIEWS AND
O D GLAZING DETAIL
DRAWN BY: DATE:
AAJ 11/25/11
GLASS TYPE A GLASS TYPE B DWG#: REV.:
1:1 1:1 CWS-433 E
SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1:2
30F6
PARTS LIST
ITEM PART # DESCRIPTION MATERIAL FRAME CORNER CONSTRUCTION ����� ®
1 H-6025 SASH STOP PVC
2 H-6231 FIN FRAME PVC ` WVN®®����T���
3 H-6222 FLANGE FRAME HEAD PVC 1900 SW 44TH AVE.
4 H-6222 FLANGE FRAME SILL PVC OCALA, FLORIDA 34474
5 H-6222 FLANGE FRAME LEFT JAMB PVC WWW.CWS.CC
6 H-6222 FLANGE FRAME RIGHT JAMB PVC
8 P-5615 SETTING BLOCK 85 DUROMETER 1/8" x 5/8" x 2" LG. RUBBER CORNER WELD (ALL SIDES) 8150 PVC
10 P-4648 SIKAFLEX552 OR HENKEL PURFECT GLAZE "H" SCALE 1:8 PICTURE WINDOW
11 S-6237 GLAZING BEAD (7/8" O.A. I.G.) PVC
12 GLASS SEE SHEET 3 GLASS IMPACT
Q z Qzo
Owp Qu
i
w �
LINE ITEMS NOT USED: z w 0 0
zpz — F—
0 Qc) 5: >- Oy- '�: m
7, 9 O ZM < 0Qw00
U Ucq � za- � U �
0 Z - CQ - Z I DC/)
< �:o wOZ
z
oo � >- D � o2
w Ofcnowcow
31/8" 31/8" - a- z2 � � 0 � W
p 3 4 5 6 \J 15/16" 0- ~ a_
-' F A
O !I
0 1/16 7/8� 11 7/8"
2 3/4" 3 9/16" oQ ����t,-G
�o QIWQ OF PVC GLAZING 1/16" ti oe 4+
BEAD No. 58201
PVC FRAME S-6237 -v_ !I%=
PVC FRAME PVC FILLER, SASH STOP
FLANGE FIN/FLANGE S-6025
ot
H-6231 �. STATE OF
H-6222 � �
i IVAC N �ti
7/31/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
DRAWN BY: DATE:
AAJ 11/25/11
DWG#: REV.:
CWS-433 E
SCALE: SHEET
1:1 40F6
0�29o ®�oN®�W�������
6" MAX. (TYP.) 7 3/4" MAX. O.C. (TYP.) SEE NOTE 2 12" MAX. O.C. (TYP.) 1900 SW 44TH AVE.
6" MAX. (TYP.) 6" MAX. (TYP.)— 4" MAX. (TYP.) 8" MAX. O.C. (TYP.) OCALA, FLORIDA 34474
SEE NOTE 2 4" MAX. (TYP.) SEE NOTE 2 WWW.CWS.CC
8150 PVC
INSTALLATION I I I I PICTURE WINDOW
ANCHOR(TYP.) I I I I IMPACT
MAX.X. O.C.
7 L I I INSTALLATION
I I
(TYP.) I I 12 I I ANCHOR(TYP.) I I Q z Q Z
MAX O.C.
(TYP.) I I 8" I I 0 w 0 Cn
MAX O.C. I I W Z ZO 0� ~ zF_
O I I O I I O I INSTALLATION -- W Z I- fi g =
ANCHOR(TYP.) ZO Z M O Q Q W p 0
pU � � z Z � Co d
Z � - H Co
-
Q O Z U o Z O u o
Q � ow0T_ Oz
Z1W 0_jCoOf 0 �
L — — — — — — — — — — — — — — — — J L — — — — — — — J
UT
ANCHOR
DPF+/O65 PSFOa d +/ 67.5 SFE) ANCHOR LAYOUT
+/O75 PSFFLANGE) ANAHORSIZES YAO +
ND DPsFIN) ATUR*'//`ram
No. 58201
aw * _ _
ok S ti
STATE(W
NOTES: r $ 40RIO
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. r��1 f �0�w
�Ittl
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. 7/31/2020
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 LUCAS A. TURNER, P.E.
BE PROTECTED TO PREVENT REACTION. FL PE # 58201
2428 Old Natchez Trc Trl
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 Camden, TN 38320
SPECIFIED IN TABLE 1, SHEET 6. PH. 941-380-1574
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. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE:
AAJ 11/25/11
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 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-433 E
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 5 OF 6
om.ffl
TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT SUBSTRATE BY OTHERS (0 oog
SEE TABLE 1 SEE TABLE 1 WINDOW SYSTEMS
MIN. EDGE DIST. SUBSTRATE
MIN. EDGE DIST. _ SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS SEE TABLE 1 SEE TABLE 1 OCALA, FLORIDA 34474
SEE TABLE 1 WWW.CWS.CC
MIN. EDGE DIST.
4 SEE TABLE 1
PERIMETER SEALANT 8150 PVC
INSIDE AND OUTSIDE SEE TABLE 1 MIN. EMBEDMENT INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 MIN. EMBEDMENT PICTURE WINDOW
n O O SEE TABLE 1 IMPACT
SEALANT BEHIND — UC'7 0 R-5 fL
FLANGE BY INSTALLER
/ O PERIMETER SEALANT � 0 w p Q � p p
J� INSIDE AND OUTSIDE Z w J 0 � 0 LLJ
U PERIMETER SEALANT �� BY INSTALLER W Z O Z � — —
INSIDE AND OUTSIDE INSTALLATION ANCHOR 0 Q� 7 w I Z � 2 =
BYINSTALLER
SEE TABLE 1 Z Z22jQ0� wpp
SEALANT BEHIND SEALANT BEHIND O O � O U Q = a-
FLANGE BY INSTALLER FIN BY INSTALLER U ~ Z Z d
0 Z Z — cn Z � � co
HORIZONTAL SECTION Z O Z U uj z 5 U —
g HORIZONTAL SECTION 6 TYPICAL FIN ANCHORAGE LL
< Q 0 w — 1: 0 Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Z
INSTALLATION ANCHOR 6 TYPICAL JAMB ANCHORAGE I O 0 H >_ 2
Z
O
SEE TABLE 1 � zU) w � p _jc�i� �
SEALANT UNDER SCREW p W H O q- 1: of }
HEAD BY INSTALLER 6 of Lu � Ljj U)
SEALANT BEHIND o4
FLANGE BY INSTALLER ,\\��GAr-.y J{,
yr
1I � .E ry ��•
MIN. EMBEDMENT PERIMETER SEALANT
PERIMETER SEALANT SEE TABLE 1
INSIDE AND OUTSIDE �O. 58201
INSIDE AND OUTSIDE
BY INSTALLER a iig=
_
BY INSTALLER Z *
S
4O r �
n *L1� STATE OF
SEE TABLE SUBSTRATE BY OTHERS
MIN. EDGE DIST.
VERTICAL SECTION SEE TABLE 1 x
A - ��
A
TYPICAL SILL ANCHORAGE 0�
7/31/2020
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. LUCAS A. TURNER, P.E.
FL PE # 58201
FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1-1/2" 1-1/8" 2428 Old Natchez Trc Trl
FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" Rp� HORIZONTAL SECTION Camden, TN 38320
FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" 6 BOX FRAME INSTALLATION PH. 941-380-1574
FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-3/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION SHEET DESCRIPTION:
FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE (0.060") MIN. STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: AAJ 11/25/11
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16"
- MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE 7/16"
1/8" ALUM. (6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUTSIDE, FULL PERIMETER, BY INSTALLER. CWS-433 E
1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SCALE: SHEET
FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS.
1:2 60F6