HomeMy WebLinkAboutFL7060_R7_II_CWS-163E AWNING - 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 1900 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OCALA, FLORIDA 34474
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.CWS.CC
DEFINED IN ASTM E 1996 PER THE FBC.
49 1/4" MAX. OVERALL FLANGE WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) 8450 PVC
48" MAX. UNIT WIDTH AWNING
46" MAX. SASH WIDTH 3. CONFIGURATIONS: ALL WINDOWS ARE OPEN FROM BOTTOM TO
OUTSIDE. IMPACT
41 1/2"
_ GLASS DLO A 4. DESIGN PRESSURES:
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND Q z Q z
GLASS TABLES ASTM E-1300-04e01/09. z w w o Q � p �
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER w z O z � � z I—
INFILTRATION TEST PRESSURE, AND GLASS TABLES 0 w _� z O0 � �
Fn
ASTM E-1300-04e01/09. z z = :�j Q0� w 0 p
371/4" O 01 O- 0 < = I_- 0-'
MAX. — — — — — — — 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN p z U) 1 ? z ~ CO w
FLANGE THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR INSTALLATION Q O z U w z U
HEIGHT DETAIL. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Q - w O Oz z
ANCHOR CALCULATIONS. � � Q
B I B � �
oo � � � o2i
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE w 0 W w O w w w
NOT REQUIRED. a_ z
GLASS = O -
p w l— p a- >-
36"
MAX. X DLO 7. ALL FRAMES AND VENTS FULLY WELDED. a a- � w
o_
UNIT
HEIGHT I B 8. SERIES/MODEL DESIGNATION AW-8450.
5
+ C 9. THE DESIGNATION X STANDS FOR THE FOLLOWING: Ppl+rUr���1J
5 X = OPERABLE SASH
#�r�r�i
D
5 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
Al I No, 58201 i
LOCATION. ='L7
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►A STATE OFORO
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2020.08.06
14:56:29
-05'00' 8/05/2020
LUCAS A. TURNER, P.E.
FL PE # 58201
2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES & ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING AIDE 05/05/2007
SECTION VIEWS & GLAZING................2 DWG#: REV.:
3 EXTRUSIONS & B.O.M........................... NON-HVHZ +/- 65 PSF
ANCHOR SCHEDULE & NOTES............ 48„ x 36„ LARGE MISSILE IMPACT CWS-163 E
INSTALLATION DETAILS.......................5 HVHZ +/- 67.5 PSF SCALE: SHEET
1:10 1 OF 5
0�29
om.
WINDOW SYSTEMS
1900 SW 44TH AVE.
4 34 34 36 33 30 OCALA, FLORIDA 34474
INTERIOR WWW.CWS.CC
5 15 0 � 8450 PVC
o AWNING
o IMPACT
� 44 18
�� 1s 5 -. Q z 3: Qz �
', � � 6 � ow0 woo
_ QW w
10 00 30 4 O 0 Q0z � O � - m
z z = 0Q < w00
do 3 O O � O �jQ� = � �
18 18 9 10 46 46 10 9 18 3 o z � � zz � 5U)
zQ pzC) C/) Zoi0
SECTION VIEW B-B Q � Ow - Oz
20 � 0 0 3: 0
w po � cnowww
w � � 0JcgF-
O w1-- 0 a- T- >-
INTERIOR 7/8" OVERALL a_ � a-11� �
1/8" ANNEALED or TEMPERED
7/16" AIRSPACE
5/16" LAMINATED ���� ATl1rJJ�J
ti E �t
43 1/8" ANNEALED
3 11 .090 DUPONT PVB INTERLAYER No. 58201
3 1/8" ANNEALED =ems.
QUANEX DURASEAL or, r
►6• STAE T OF
CARDINAL XL EDGE or,
KODISPACE 4SG TPS JtJ� �tti
a I.G. SPACER
10 00 24 PU FECT GLAZE"H"
-- 4
18
�
3 n 13 46 - 1/2" GLASS BITE
8/05/2020
3 �70 000
0 0 22 LUCAS A. TURNER, P.E.
Q 30 0 _
5 ( �0 FL PE # 58201
l�- 2428 Old Natchez Trc Trl
Camden, TN 38320
PH. 941-380-1574
SECTION VIEW A-A ALTERNATE FIN FRAME 1:1 SHEET DESCRIPTION:
SECTION VIEWS AND
GLAZING DETAIL
DRAWN BY: DATE:
ADE 05/05/2007
DWG#: REV.:
SETTING BLOCKS PER FBC 2411.3.3.1 CWS-163 E
ITEMS NOT SHOWN FOR CLARITY: SCALE:
22,25,33,38,42,46-48,51-56 SHEET
1:2 20F5
ITEM PART# DESCRIPTION MATERIAL
1 H-6235 FR., AWNING., MAIN, HEAD Rigid PVC 3 1/8" FRAME AND
SASH CORNER
2 H-6235 FR., AWNING, MAIN, SILL Rigid PVC
CONSTRUCTION WINDOW SYSTEMS3 H-6235 FR., AWNING, MAIN, JB., RIGHT Rigid PVC
4 H-6235 FR., AWNING, MAIN, JB., LEFT Rigid PVC 1 1900 SW 44TH AVE.
5 P-4050 COIL-ALUMINUM, 5052-H32 (.050 X.437) JB, LEFT Aluminum 2 OCALA, FLORIDA 34474
WWW.CWS.CC
6 H-6234 SASH, AWNING, TOP RAIL Rigid PVC 4 7// 46
7 H-6234 SASH, AWNING, BOT. RAIL Rigid PVC 3 11/16"
8 H-6234 SASH, AWNING, SIDE RAIL, RIGHT Rigid PVC o PVC GLAZING 8450 PVC
9 H-6234 SASH, AWNING, SIDE RAIL, LEFT Rigid PVC 1/16" BEAD AWNING
10 S-1505 REINF. AWNING, SASH SIDE RAIL LEFT Aluminum O 000 S-6237 CORNER WELD
11 H-1592 SCREEN RAIL, SIDE Aluminum (ALL SIDES) IMPACT
12 H-1593 SCREEN RAIL, TOP/BTM/SIDE Aluminum PVC CS FRAME 1:8
13 H-6235 FR., AWNING., MAIN, HEAD, W/ INTEGRAL FIN Rigid PVC FLANGE _j Z Q 3:14 P-3029 SCREEN LIFT-OUT Steel S-6235 Q — 3 w 0 0
16 P-3195 SCREEN SPRING, NO HOLE TENSION Steel I Z w O 0z �Q � z w
z w _jo
� — �
17 P-3197 SCREEN CORNER KEY Nylon 2 5/16" - 0 Q w O 0-- !f' m
18 P-5573 WSTP., BULB, HOLLOW, T-SLOT, .187 X.358 Rubber 7/16" li Z w z L uj 0 _
z z = Q � w00
19 P-3228 SCREEN SPLINE, .155 DIA, BLK Foam m
1/16" b; O O U) O �j
20 SPACER, SEE SHEET 3 o p z — CO z z 5 U)
21 P-3342 SEAM SEALER, SM-5504 Silicone 2 1/4" 6 1/16" Q O z U � z 5 U -
22 P-5615 SET. BLK., 85 DUR., 1/8" X 1" X2" LG. Rubber 17
7 COIL, .05 X .437 >_ Q � w0 w O Oz O Z
8 P-4050 � � Q � ~ ~ z
23 P-3429 WSTP., .270 X.187 BACK, ULTRA FIN, BLACK, SASH Nylon Lo0 9 < O o >- U) j — O cn
24 P-3438 PURFECT GLAZE "H", SIKA FLEX552 Silicone w w u) w co 00 w U) w
25 P-3539 #8 X 3/4" QUAD PH TEK, ZINC, SCREW Steel w
26 P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS Fiberglass PVC CS SASH 0 _UJ I-_ 0 w 3: w >-
27 P-3587 #8 X 1" PH FH TEK 2, ZINC, SCREW Steel S-6234 D- D- 0 w
28 P-3613 CWS LBL. (LOGO)
29 P-3736 AW-8400 GOLD CERT. LABEL, NFRC TAB 9/16"'
30 P-5588 CAP PLUG, 1/2" HOLE Nylon 9/16"
31 P-3881 TEMPORARY LBL (NFRC/DP) 11 12 ,`�ti���p5! rUF ,rgr�ir
32 P-3940 SNUBBER, SS, PVC 1 5/16" 1 5/16" �ti� �\C.!E
33 P-4004 #8-32 X 1/2" PH PH, MS, SS (ROTO HDWE. LOCK) Steel 1/16"
34 P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Use w/ P Stainless ='L710. 5$201
35 P-4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4.8mm) Stainless SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE
36 P-4503 HANDLE, STD, ROTO OPER, ROTO HDWE. WHITE Stainless H-1592 H-1593 r �
37 P-4015 HINGE ARM, WASHABILITY, 13", ROTO HARDWARE Stainless fi A'4OR w
38 P-4018 HINGE TRACK, 13" ROTO HDWE., "A" & "B" Stainless
39 P-4024 GASKET, ROTO OPER., ROTO HDWE., 1/16" Closed Cell 3 1/8" 3/4 /111pl;t1L���
40 P-4042 GASKET, LOCK Closed Cell
41 P-4043 STRIKE, MULTI-POINT Plastic 11/16" 10
42 P-4044 ROTO OPER., SCISSOR ARM, AWNING Stainless I—I — 13 t —1/8
43 P-4045 SWIVEL BRACKET, ROTO OPER., AWNING Stainless 8/05/2020
SASH REINF.
44 P-4047 LOCK, SINGLE-POINT, ROTO HDWE, WHITE Stainless
S-1505
45 P-4521 #8-32 x 3/4" Phil Trilobe Truss, SS Steel LUCAS A. TURNER, P.E.
46 S-6237 GLZ. BD., Rigid PVC FL PE # 58201
47 GLASS SEE SHEET 2 4 1/2" 2428 Old Natchez Trc Trl
1/16" Camden, TN 38320
�o oo❑ PH. 941-380-1574
0 SHEET DESCRIPTION:
PVC CS FRAME
FIN BOM AND EXTRUSIONS
S-6235
DRAWN BY: DATE:
AIDE 05/05/2007
DWG#: REV.:
CWS-163 E
NOTE: ALL ALUMINUM PROFILES ARE 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
1:2 3OF5
����(o ®
WINDOW SYSTEMS
8" MAX. O.C. (TYP.)
1900 SW 44TH AVE.
12" MAX. O.C. (TYP.) SEE NOTE 2 6" MAX. (TYP.) SEE NOTE 2 OCALA, FLORIDA 34474 6" MAX. (TYP.) 6" MAX. (TYP.) WWW.CWS.CC
6" M X. (TYP.) 8450 PVC
A
AWNING
IMPACT
8„ Q Z 3: azo
MAX. O.C. I— p w 0 W p p
(TYP.) Z w _jp Q � Zw
Q
ANCHOR AT MIDPOINT J( INSTALLATION
INSTALLATION• 0 w � Z O Co
(TYP.) , ` ANCHORS TYP. ANCHOR(TYP.) O O � Q Q Q W 0 O
v c� cn � zw � � w
p Z — cn — ZI— pU)
Q � ow _ m
� Q � � 1-- Z
W 00 � c� pwc� w
cnw Q _Jv> F—
w
• • • • • • O = � W W U)
a- Q
ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT- (FIN)
�1�111��l7
(1j's ,.rU'q�V�r
ti, r
may: No. 58201 'ice=
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O` ray
►A' STATE OF r��
NOTES: r� OR1D
1. INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ'D 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
BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
8/05/2020
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
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 5. 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 THE 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" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE:
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. ADE 05/05/2007
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REV.:
CWS-163 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:
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1:12 4 OF 5
MIN. EMBEDMENT 0�629oSEE TABLE 1 SUBSTRATE UU(�
TYPICAL HEAD ANCHORAGE BY OTHERS WINDOW SYSTEMS
1/4" MAX SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
MIN. EDGE DIST. SEE TABLE 1 BY OTHERS OCAL FLORIDA 34474
SEE TABLE 1 1/4" MAX SHIM SEE TABLE 1 WWW CWS.CC
SUBSTRATE BY OTHERS 0� MIN. EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN. EMBEDMENT o ��� 8450 PVC
PERIMETER SEALANT----------.;a SEE TABLE 1 INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 Q AWNING
INSIDE AND OUT 11 MIN. EMBEDMENT
SEE TABLE 1 IMPACT
SEALANT BEHIND
FLANGE BY INSTALLER 1/4" MAX SHIM O O Q Z Q Z
PERIMETER SEALANT Z p W 0 Q Lu
W J Z
BY INSTALLER - -
Lu
PERIMETER SEALANT Z O Z ofI
- Z
BY INSTALLER INSIDE AND OUT 0 LL W � Z O -
INSIDE AND OUT INSTALLATION ANCHOR Z Z 2 :E Q L W 0 0
SEALANT BEHIND SEE TABLE 1 O O 1-- O U < _ I-f o-
FLANGE BY INSTALLER SEALANT BEHIND 0 Z U Z Z ~ � D_
FIN BY INSTALLER Z O (D - D U -
INSTALLATION ANCHOR INTERIOR B HORIZONTAL SECTION C HORIZONTAL SECTION - 11 2 O O 0 Z
SEE TABLE 1 TYPICAL JAMB ANCHORAGE 5 >_ Q � O W O -
TYPICAL FIN ANCHORAGE Q � Q � U -
HEAD AND SILL SIMILAR FOR FIN INSTALLATION I-_ 0 >- D � O_ 2i
W a � v� �
w0 WwnW
W O _jv>= � 0_� � wC/)�0
a a_ U �
SEALANT BEHIND I I 1/4" MAX SHIM
FLANGE BY INSTALLER �70 0 \ p5 A-TUj/*''Y,,
%� lll#
PERIMETER SEALANT MIN. EMBEDMENT _�*fD 5$21< i
BY INSTALLER SEE TABLE 1 ;it-
INSIDE AND OUT
mi
=GIs: r�1
STATE OF
SUBSTRATE BY OTHERS f A-4ORID
SEE TABLE 1 MIN. EDGE DIST. Q��o �f/ � A SEE TABLE �M1 -oO
SEALANT UNDER SCREW A VERTICAL SECTION ❑ = �rlltll�
HEAD BY INSTALLER 5 TYPICAL SILL ANCHORAGE
3
0 O 8/05/2020
TABLE 1: APPROVED INSTALLATION FASTENERS
LUCAS A. TURNER, P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. _ FL PE # 58201
FLANGE CONCRETE (2.0 KSI MIN.) 3/16" ITW TAPCON 1" 1-1/8" PERIMETER SEALANT 2428 Old Natchez Trc Trl
FLANGE HOLLOW OR GROUT-FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" BY INSTALLER Camden, TN 38320
INSIDE AND OUT PH. 941-380-1574
FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" HORIZONTAL SECTION
� � / SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION
3/16" ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE 2X MIN. SPRUCE-PINE-FIR (G=0.42) OR ELCO ULTRACON 1-3/8" 7/8"
FLANGE 2X MIN. SPRUCE-PINE-FIR (G=0.42) #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: AIDE 05/05/2007
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
1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD 7/16" INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-163 E
1/8" STEEL (33 KSI MIN.) IDRILLING SCREW I THRU 0.125" - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE:
FIN 2X MIN. SPRUCE-PINE-FIR (G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 50F5