HomeMy WebLinkAboutFL16735_R3_II_CWS-867D HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES: 086tNow
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 AND IS RATED FOR WIND ZONE 3 MISSILE LEVEL D IMPACT OCALA, FLORIDA 34474
USE AS DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
75 1/4" MAX. OVERALL FLANGE WIDTH ZONE (HVHZ) OR IN ASTM E 1996 WIND ZONE 4 AREAS.
8200 PVC
74" MAX. UNIT WIDTH 2. GLAZING OPTIONS: (SEE SHEET 2) HORRZ. SLIDER
33" GLASS DLO - 3. CONFIGURATIONS: "OX", "XO". IMPACT
A 4. DESIGN PRESSURE RATING:
— — — — — — — — — — -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND Q ? Q z
06
GLASS TABLES ASTM E-1300-04e01/09. p 0
z w J p w Q p
— — — — — — I — — -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER F_
w z zOz tY _ — F_
I I I AS INFILTRATION
L RATIO TEST PRESSURE AND GLASS TABLES 0 Q W � Z O � _
641/4" I 6
O O � OQ = F- �
MAX. 5 ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED U U cn I U a-FLANGE B B IN THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR 0 z. � z z I--- p co
HEIGHT I DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD Z O Z C) uj Z p U —
Q — wg0Owz
ANCHOR CALCULATIONS. Q 3: O w — = O —
2EQ I— � � z
I I 6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT >_ p � 0
63" REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w Ow p � p w cn w
� W 0 _j (nl—
MAX. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT, BUT a- z 2 d � O Cn
UNIT HEIGHT O X i C C 59 9/16" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND _ ~ w w
MAX. FLYING DEBRIS. w I— w 0� w
SASH
HEIGHT 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
I I USED AT FIXED MEETING RAIL AND HEAD/SILL.
`�,��fa[1A-1 l 111//l7
58 13/16" I B 8. SERIES/ MODEL DESIGNATION HS-8200. ,`�ti��GP .,.•.r '�!V�c rle
GLASS I T
DLO9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X= OPERABLE SASH, O = FIXED SASH alp. 58201 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR +_
LOCATION. .t4 STATE OF r�
D 4
— — = 11. EXTERNAL WEEP SLOT = 1/4"x 1" LOCATED 4" FROM BOTH ENDS. AI� `
D �� A A
tt�►��'
5
33" GLASS DLO
36 5/16" MAX. SASH WIDTH Lucas Turner 8/05/2020
2020.08.06
14:50:30 LUCAS A. TURNER, P.E.
_05'00' 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:
ADE 10/10/13
GENERAL NOTES & ELEVATIONS...........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DWG#: REV.:
SECTION VIEWS &GLAZING DETAILS....2
EXTRUSIONS & B.O.M............................... 74" 63" +/- 50 PSF LARGE MISSILE IMPACT 7 D
ANCHOR SCHEDULE & NOTES ES................4 x SCALE:
SHEET
INSTALLATION DETAILS...........................5
1:15 1 OF 5
0�210M.Rg
44 47 45 46 WON®OW SYSTEMS
INTERIOR 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
11 17 18 21 1 23 6 7 2 WWW.CWS.CC
0 4
8200 PVC
0� ®0 HORZ. SLIDER
IMPACT
o� Qoo Qoo Z wJo Q � oo
w ZOZ 0r —F-
0 Qcn5: } O0� 3: m
41 40 3 12 29 39 SECTION VIEW C-C Z Z = 2Q � w00
SECTION B-B ALTERNATE JAMB ROTARY LOCKS 0 O � O �j M � �
MAY BE SUBSTITUTED FOR JAMB IMPACT HOOKS p Z — C) — Z I D �
8 11 NOTE: FIXED LITE AT HEAD Q - Z O O Z O D U
AND SILL IS SIMILAR. Q w O = Z
NOTE: ROTARY LOCKS ARE TO BE ENGAGED ONLY � p w — O _
�� 31 DURING HURRICANE CONDITIONS. � � >- U) 0 - cn
w pwwU) 0Lucnw
19 p Lu 0 a- O= � }
38 M I.— 0_ IY a
17 0 17
19 ��ti, A Tl1r III
36 - 32
-
HEAD IMPACT HOOK(TYP.) yC *� •f
LJ 42 MIDSPAN OF SASH* *:
(ITEMS 35&36) No. 58201
7/8" OVERALL
1/8" ANNEALED or TEMPERED
STATE OF
INTERIOR I I 7/16" AIRSPACE %fI '*40M011"
5/16" LAMI ,
1/8" ANNEALED fillillix
FIN FRAME ONLY:
JAMB IMPACT HOOKS 090 PVB INTERLAYER
00, 43 I OR ROTARY LOCKS
II � I
1/8" ANNEALED 8/05/2020
4 LOCATED AT THIRD POINTS
19 32 I I /� I 43 PURFECT GLAZE"H"
13 n 22 n 0 I LUCAS A. TURNER, P.E.
DUI DUI SIKAFLEX 552
12 FL PE #58201
41 — 2428 Old Natchez Trc Trl
34 Camden, TN 38320
8 5 1 PH. 941-380-1574
16 SHEET DESCRIPTION:
25 Q [Ell � oQ 32 1/2" GLASS BITE SECTION�� QUANEX DURASEAL or, GLAZING I DETAEWS IL D
Q Q 4 CARDINAL XL EDGE or,
KODISPACE 4SG TPS DRAWN BY: DATE:
SECTION A-A HEAD IMPACT HOOK AND I.G. SPACER AIDE 10/10/13
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS
1:20 DWG#: REV.:
SECTION D-D GLASS TYPE A CWS-867 D
ALTERNATE FIN FRAME 1:1 SCALE:
SHEET
SETTING BLOCKS PER FBC 2411.3.3.1 1.2 2 OF 5
PARTS LIST 3 1/8" 1 9/16" CORNER CONSTRUCTION
ITEM PART# DESCRIPTION MATERIAL 3 1/8" j���� ®
1 H-2124 Reinf. Sash Meet. Rail Alum WpNDOW SYSTEMS
2 H-2123 Reinf. S.B.R./S.S.R, Alum 1900 SW 44TH AVE.
3 H-2121 Meet. Rail, Fxd. Alum OCALA, FLORIDA 34474
4 H-6225 Sash, Rail/Stile PVC 2 3/4.1 1/16" 2 1/8" WWW.CWS.CC
5 H-6231 Main Fr., SH, w/ Fin., PVC PVC O C--= =C=
�Qp 1/16,, 3 9/16" I�� CORNER WELD
6 H-6224 Sash Meet. Rail, PVC PVC PVC FRAME (ALL SIDES) 8200 PVC
7 H-6223 Sash, Pull Rail/Stile, PVC PVC 0 MTG RAIL 1:8 I"IORZ. SLIDER
FIN/FLANGE H-2121
8 H-6222 Main Fr., SH, w/Flg., PVC PVC PVC FRAME FLANGE H-6231 IMPACT
9 P-3029 Screen Pull Tab H-6222
1 3/16" 115
10 P-3033 Screen Spring, SS 2 3/16" - 1 15/16" 26 Q Z Q Z
12 P-3218 Screen Frame RollForm p w O w w 0 p
13 P-3228 Screen Spline, .155 Dia., Blk. 7 4 40 w zo w a0 w
z 0 Z 0 L:
Q 5: � m
14 P-3321 Screen Frame Corner Key Nylon 1 5/8" 1 5/8" 1/16" 1 5/8" 1/16" �I w w z _
T- O a Q
O O w00 15 P-3342 Seam Sealer, SM-5504 Silicone 1/16" 13/16" SCREWED TOGETHER WITH U U w Z a- I-- U
FIXED MEETING RAIL C) 2 F
O ~Lrt
16 P-5582 Set. Blk., 85 Dur., 1/8" x 7/8" x 1.5" Lg. Rubber PVC MTG RAIL COVER 0 z - � - Z � � co
17 P-3429 Wst 0.270 x .187 back FinSeal, Gray PVC SASH MTG RAIL PVC SASH PULL S-6228 OUTE1:8 z 0 z U u) z U -
p , Y PVC SASH RAIL/STILE Q O u- U
18 P-3511 #8 x 5/8" SQUARE TEK 2 Zinc Steel H-6224 RAIL/STILE H-6225 Q < O w 0 z
H-6223 1"� 3/4" Q � Q } �jU - ZU)
19 P-4730 #8 x 1/2" Truss PH TEK 2 Zinc Steel —� Lu Lu 00 O
p g, Y 1 15/16" 1/16" E z - 0 -1 cn I-
20 P-5588 Ca Plug, 1/2" Hole Nylon 3/16" 5/ � w w y a � O CO
21 P-3783 Lock, Impact, PVC 1/16" + O = 0 0- >-
22 P-3804 Roller, Tandem Nylon O w w EL
REINF. SASH MTG RAIL REINF.
23 P-4051 #8 x 1 1/4 Ph FH TEK, Wht. Steel H-2124 H-2123
24 P-4069 Keeper, Impact, PVC 6" 1 5/16" 5/8" 7/16" 1 1/4"
25 P-4479 Weep Cover w/ Flap Nylon 33 `�ti���pg A.TU, V�7�r�!
26 P-4638 #8 x 2 1/2 Ph Truss SMS SteelF 7/8" 1/16" 5/16" 32 34 ;�ti� ; �\ �# .,�'
29 P-4959 Wstp., 0.420 x .187 back FinSeal, Gray 1/16" f
v_ No, 58201 i
31 S-1112 Reinforcement Alum PLAN VIEW-1577 FRAME IMPACT HOOK-1577 REINF. ROLLER TRACK- 1776 = �=
32 S-2129 Reinf. S.B.R./S.S.R, Alum S-2129 w! *Z: r
►6• STATE OF
33 S-1577 Frame Hook, PVC Impact Alum 0 3/16" 7/8" k .e-4 1p- ,r :
34 S-1776 Roller Track Alum 7/8" 41 ORID
31 r�f� � i111�4
35 S-1999 Frame Hook, Head, Impact Alum 01 9/16"
36 S-2000 Panel Catch, Head, Impact Alum PVC GLAZING BEAD 1/16"
38 S-6226 Scrn. Adapt., w/ Nib, PVC PVC 6„ 1 5/16" S-6237 REINF. - 1112
39 S-6227 Scrn. Adapt., PVC PVC 35 8/05/2020
40 S-6228 Fixed Rail Cover PVC 7/8" 1/16" 1 1/16"
41 S-6237 Glazing Bead PVC �flLUCAS A. TURNER, P.E.
42 GLASS SEE SHEET 2 GLASS PLAN VIEW-1999 HEAD IMPACT HOOK- 1999 7/16" 64 38 FL PE #58201
43 Purfect Glaze "H", SikaFlex 552 Silicone 1g„ 2428 Old Natchez Trc Trl
1/16"
PVC SCREEN CATCH Camden, TN 38320
44 P-3539 #8 x 3/4" Square PH Tek, Wht. Steel 0 3/16" PH. 941-380-1574
1
45 P-4958 Rotary Lock 0 C� S-6226 SHEET DESCRIPTION:
46 P-4633 8-32 x 1/2" Barrel Fastener 1 1/16"
47 P-4952 Keeper, Rotary Lock - 6., - 5/8" �� 39 BOM AND EXTRUSIONS
� 36 1/4"
5// 1/16" t 1/16" DRAWN BY: DATE:
PVC SCREEN SUPPORT ADE 10/10/13
PLAN VIEW-2000 PANEL IMPACT CATCH-2000 S-6227 DWG#: REV.:
CW S-867 D
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE: SHEET
11, 27-28, 30
1:2 30F5
aflom.
WINDOW SYSTEMS
12 112" MAX. O.C. (TYP.) 1900 SW 44TH AVE.
6" MAX. (TYP.) 3" (TYP.) SEE NOTE 2 ( ) OCALA, FLORIDA 34474
4" MAX. TYP.) 8" MAX. O.C. (TYP.) SEE NOTE 2 WWW.CWS.CC
fi— �3" (TYP.) 4" MAX. (TYP.)
6" MAX. (TYP.)
- - -� - - - - - - - - -ate - -
INSTALLATION I 8200 PVC
I ANCHOR(TYP.) I I ALLATIN HORZ. SLIDER
8 A c OR(TOP.) IMPACT
MAX. O.C.
(TYP.)
I O I Zo Lu
17" Wo 0
-1 0 Z Lu
MAX. O.C. W ZQZ I=
(TYP.) „
I aW � ZO3: g2
Z Z = Qcl� WOO
o Z0 � zZ EL � DCo
Z U 0 Z
Z O 5U —
Q — ug0Oliz
jI I I jI I � QOT_ o —
a I I I all- - - - L ----- - - -- -- - - - - ----- - - -- --
CoCow oo � �
� ow
Z LIJ O -1n �
Cn
— Ha- zp WO a- >_
a- u wj `n
ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN)
cP .•.•.rc���n+
No. 58201
in
w GIs: r�1
►A' STATE OF r��
NOTES: t A4��1��,11
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. 8/05/2020
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 5.
LUCAS A. TURNER, P.E.
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 FL PE #58201
BE PROTECTED TO PREVENT REACTION. 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
SHEET DESCRIPTION:
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. ANCHOR SCHEDULE AND
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
DRAWN BY: DATE:
7. A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL.
ADE 10/10/13
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. DWG#: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 D
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) 1:20 4 OF 5
TYPICAL HEAD ANCHORAGE SEE TABLEDMENT SUBSTRATE (Cl7CYLNON.
BY OTHERS WONIDOW SYSTEMS
- 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 OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS 1/4" MAX SHIM WWW.CWS.CC
SEE TABLE 1 MIN. EMBEDMENT 40 / MIN. EDGE DIST.
SEE TABLE 1 SEE TABLE 1 �O 8200 PVC
PERIMETER SEALANT
BY INSTALLER , , INSTALLATION ANCHOR I� HORZ. SLIDER
INSIDE AND OUT SEE TABLE 1 0 MIN. EMBEDMENT
SEALANT BEHIND �� � � 1/4" MAX SHIM
SEE TABLE 1 IMPACT
FLANGE BY INSTALLER
a
Z QzLLJ 0
PERIMETER SEALANT Z 0 O Q 0 Lu
f"I BY INSTALLER W Z _j J0 ZZ � I.- Z H
Lu
PERIMETER SEALANT L3oo INSIDE AND OUT 0 C/) - >_ O � 3 m
BY INSTALLER Q W , Z 1- 3: 2 =
INSIDE AND OUT INSTALLATION ANCHOR Z Z = 2E Q0� W O O
SEALANT BEHIND SEE TABLE 1 O O I- O C) < = F
INSTALLATION ANCHOR Z � U
FLANGE BY INSTALLER SEALANT BEHIND 0 Z - � - Z =
SEE TABLE 1 = - co
FIN BY INSTALLER Z O U � = U -
g HORIZONTAL SECTION HORIZONTAL SECTION Q z L O 0 Z
5 TYPICAL JAMB ANCHORAGE 5 TYPICAL FIN ANCHORAGE 2E Q 0 � O -
HEAD AND SILL SIMILAR FOR FIN INSTALLATION � C O U)
E Ou) wu� 0 _jCnw
O wI._ 0 0- = � }
_ Lu �: w� u'
SEALANT BEHIND oQ� 1/4" MAX SHIM
FLANGE BY INSTALLER
PERIMETER SEALANT MIN. EMBEDMENT ................ t�rii�
BY INSTALLER SEE TABLE 1
INSIDE AND OUT � r No. 5$201 i
SUBSTRATE BY OTHERS ~��Ii/�` * lr���
� r�1�
SEE TABLE 1 - MIN. EDGE DIST. =w6 STATE OF
SEE TABLE 1 QO rr A-4OR10VERTIC �''�
5 TYPICAL SILL SECTION
LEIO ANCHORAGE
r�ltt�►
o�a
QO 8/05/2020
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" 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
FLANGE CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON 1" 1" INSIDE AND OUT HORIZONTAL SECTION PH. 941-380-1574
FLANGE GROUT-FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16" ITW TAPCON HEAD AND SILL SIMILAR FOR BOX INSTALLATION
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) OR ELCO ULTRACON 1 3/8 7/8 INSTALLATION DETAILS
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:
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 10/10/13
- MIN. 1/4" FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
1/8" ALUM. (6063-T5 MIN.) OR #10 GRADE 5 SELF-TAPPING / FULL THREAD INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
FLANGE 1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS : 7 D
FIN 2X MIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCAALELE. SHEET
1:2 50F5