HomeMy WebLinkAboutProduct Approval (6) HORIZONTAL SLIDER - LARGE MISSILE IMPACT GENERAL NOTES:
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
75 1/4"MAX.OVERALL FLANGE WIDTH THIS PRODUCT MAY NOT BE USED IN THE HIGH VELOCITY HURRICANE
ZONE(HVHZI OR IN ASTM E 1996 WIND ZONE 4 AREAS. 8200 PVC
74"MAX.UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET2) HORZ.SLIDER
33"GLASS DLO 3.CONFIGURATIONS:"OX","XO". IMPACT
A 4.DESIGN PRESSURE RATING:
-- -- -- -- -- -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND ¢ Z ¢Z 0
GLASS TABLES ASTM E-1300-04801/09. 1= O w O W w o W
W ZOZ D_
-- -- -- 1 - -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER w o O �Z F-
w ---
I I INFILTRATION TEST PRESSURE AND GLASS TABLES O ¢Co }O Of 3:m
I I ASTM E-1300-04e01/O9. Z Z w Q 1-3:
Of 0
2
64 1/4" O 0 0 .<w O of
Mom• 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED U U�_1, Z CL rn D.
FLANGE B I B IN THE DESIGN OF THIS PRODUCT.SEE SHEET 5 FOR ANCHOR O Z j- I- �n
HEIGHT DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ¢ F-Z-U W2 z p U U
ANCHOR CALCULATIONS. } ¢ LLO w O=O Z
re 2¢¢ F H r Z
I i I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT p nO Cl)O O
63" REQUIRED. THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT w �w 10 O w v�w
D. 0 0 Co
MAX. UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT p w w=�U)
HEIGHT O X I C C 59 9116" MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND
MAX FLYING DEBRIS. a n LU�d
SASH
HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT ,'��ufulu"',
I USED AT FIXED MEETING RAIL AND HEAD/SILL. �`�,%% Pj0RE�,T9.,
i
58 13116" 1 B 8.SERIES/MODEL DESIGNATION HS-8200. J ' G N F••'�tn
GLASS I I - - r�; No 58201 L 1>S
DLO 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,0=FIXED SASH
I 5
D 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR �iOri•.�A p �s�
1 D I 5 LOCATION. �•.F •�OR1�. G��.`
11.EXTERNAL WEEP SLOT=1/4"x 1"LOCATED 4"FROM BOTH ENDS.
s
33"GLASS DLO Lucas Z�
365116"MAX SASH WIDTH Turner
2017-08-30 8/29/2017
17:09+20:00
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
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL VIEWS
& LAZINGIDETAI........1 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ADE 10/10/13
SECTION VIEWS&GLAZING DETAILS....2 DWG REV.:
EXTRUSIONS SCHEDULE
..........ES................4 74"x 63" +/-50 PSF LARGE MISSILE IMPACT ALE: 7 c
ANCHOR SCHEDULE&NOTES................4 SCALE: SHEET
INSTALLATION DETAILS...........................5 1:15 1 OF 5
4
44 -47- 45 46 WINDOWYSTEMS�
-------- -------
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
11 1 18 21 1 3 6 I
2 WWW.CWS.CC
8200 PVC
HORZ.SLIDER
IMPACT
0 0 L � � ¢Zo:
H owo �1w o
0
Z0z� o� m
a
41 40 3 1 29 39 SECTION VIEW C-C Z Z=2¢CE w Op 0
ALTERNATE JAMB ROTARY LOCKS O O F-O(3¢a=I.-W
SECTION B-B MAY BE-SUBSTITUTED FOR JAMB IMPACT HOOKS Up Z- Z Z I-j�
8 11 NOTE:FIXED LITE AT HEAD ¢ Z LL U)Z O w z
AND SILL IS SIMILAR. NOTE:ROTARY LOCKS ARE TO BE ENGAGED ONLY �-O H F r O-
p 31 DURING HURRICANE CONDITIONS. F w }0-O C6
w ow��v)owu)w
19 a =d JO
p wrOw CL
38 35 a a- w 3 a
`36 32 �.`�%c P�C .TG.omw p'•
19
41 4 � •No 58201••*.13
HEAD IMPACT HOOK(TYP.) S
42 MIDSPAN OF SASH
(ITEMS 35 8 36) %-0.. d'
7l8"OVERALL -9; STATE OF
_ 1/8"ANNEALED or TEMPERED4 O p k
INTERIOR I 7/16"AIRSPACE �N"/OIVALEa+�`,
�I I 5/16"LAMI flf 11ff 11�
118"ANNEALED
FIN FRAME ONLY:
JAMB IMPACT HOOKS .464 DUPONT PVB INTERLAYER
43 OR ROTARY LOCKS
LOCATED AT THIRD POINTS 1/8"ANNEALED
q I� I 8/29/2017
19 32 I ,` I 43 SIKAFLEX 522 PURFECT GLAZE H LUCAS A.TURNER,P.E.
13 n 22 FL PE#58201
12 U
41 1239 JABARA AVE.
a 34 5 I NORTH PORT,FL 34288
PH.941-380-1574
16 SHEET DESCRIPTION:
25 a I 32 1/2"GLASS BITE
p p SECTION VIEWS AND
------ GLAZING DETAIL
SECTION A-A HEAD IMPACT HOOK AND DRAWN BY: DATE:
JAMB IMPACT HOOK/ROTARY LOCK LOCATIONS ADE 10/10/13
0 1:20 DWG#: REV.:
SECTION D-D GLASS TYPE A CWS-867 C
ALTERNATE FIN FRAME 1:1 SCALE:
SHEET
1:2 2 OF 5
PARTS LIST 31/8" -1 CORNER CONSTRUCTION —//��/
ITEM PART# DESCRIPTION VENDOR MATERIAL 31/g" -1 k/kl�
1 H-1497 Reinf.Sash Meet.Rail. Keymark Alum ,,----IIF-- 1 1/2" WINDOW SYSTEMS ILI`(II%/J�f
2 H-1699 Reinf.S.B.R./S.S.R, Keymark Alum 8 5 T I 3 1900 SW 44TH AVE.
3 H-1836 Meet.Rail,Fxd. Keymark Alum I OCALA,FLORIDA 34474
1/16" W W W.CWS.CC
4 H-6052 Sash Top/Bot.Rail Mikron PVC 211/16" 39/16" 21/8" 1/16"
5 H-6048 Main Fr.,SH,w/Fin.,PVC Mikron PVC 1/16" 0
CORNER WELD 8200 PVC
H-6050 Sash Meet.Rail,PVC Mikron PVC � (ALL SIDES)
7 H-6051 ISash Side Rail,PVC Mikron PVC 1" 1:8 I"IORZ.SLIDER
8 H-6049 Main Fr.,SH,w/FIg.,PVC Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL-1836 IMPACT
9 P3029 Screen Pull Tab Summit PVC FRAME FIN-6048
1
10 P3033 Screen Spring,SS Hurley 1 15116" 1 3/16^ 6 ¢ Z � ¢Z
r-2 3/16" 9116" O W O O
11 P3113 Screw Support,PVC Team Plastic Rubber L
z w�❑ ¢ o w
12 P3218 Screen Frame Allmetal RollForm I 7 4 40 W Z O Z o'- ~
}Orman
13 P-3228 Screen Spline,.155 Dia.,Blk. Dapa 1 5/8" 1 5/e" q 1�/8" 1 5/1s" LL t¢-w Z 1-� _
I 1/16" Z ZX2<0YWOO
14 P3321 Screen Frame Comer Key Allmetal Nylon Ins" q 1/16" I q 1/16" L FIXED MEETING RAIL O OF O�'¢ F
LLL LLL 0 OU)~ a SCREWED TOGETHER WITH O Z d
15 P-3342 Seam Sealer,SM5504 Schnee Silicone OUTERFRAME Z ZO U O Z_I.O U)
16 P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. FrankLowe Rubber PVC SASH MTG.RAIL-6050 PVC SASH SIDE RAIL-6051 PVC SASH TOP/BTM RAIL-6052 PVC FIXED RAIL COVER-6063 1:8 ¢ Z_U rn Z 70 U
17 P-3429 Wstp.,0.270 x.187 back FinSeal,Gray Ultrafab ¢Z"O W-1:O Z
of U) Z U7
18 P3511 #8 x 5/B"SQUARE TEK 2 Zinc Fastenal Steel 5/8^ 3/4" H¢ p o
19 P�730 #8 x 1/2"Truss PH TEK 2 Zinc Fastenal Steel 0 3116" D.D. z 0 ro O O�U)
15/16"Vill-
20 P-3752 Cap Plug,1/2"Hole M&M Nylon 1" 1 of w F of w=w wP3783 or O L V16" J— (L Fz a o: I,
21 P-5250 Spring Lock,Impact,PVC Interlock SASH MTG.RAIL-1497 SASH REINF.-1699 •,�j111ti1/+��
22 P3804 Roller,Tandem M&M Nylon •• Pp10REW��i��
6" 1 5116" • G
23 P�051 #8 x 1 1/4 Ph FH TEK,Wht. Fastenal Steel 7n6" 1 1l4" 41% .-kGENSF.,�P
24 P-4069 Keeper,Impact,PVC Interlock 3l4"
p p 33 3ng 34 No 58201
7/8" 1116"
25 P-4479 Weep Cofer w/Flap M&M Nylon }_ �— 32 e`,r it
26 P-4638 #B x 2 1/2 Ph Truss SMS Ajax Steel PLAN VIEW-1577 FRAME IMPACT HOOK-1577 1/16" 1/16 ro' #
S.B.R./S.S.R.-1498 ROLLER TRACK-1776 S 9; STATE OF ,417
29 P-4959 Wstp.,0.420 x.187 back FinSeal,Gray Ultrafab y�0�..�� OP \_
31 S-1112 Reinforcement Keymark Alum ��FS+°".O R�. C��•
3116" 1/4" r7/81, �i�S/ ����•
32 S-1498 Reinf.S.B.R./S.S.R, Keymark Alum ��
33 S-1577 Frame Hook,PVC Impact Keymark Alum 41 7— 31
34 S-1776 Roller Track Keymark Alum O 7/L 9/1L
35 S-1999 Frame Hook,Head,Impact Keymark Alum 1112
36 S-2000 Panel Catch,Head,Impact Keymark Alum I' 6" I r�1 5/1gs� PVC GLAZEBEAD-6064 GLAZE BEAD-1112
37 S-6005 Anti Lift Mikron PVC I� 8/29/2017
38 S-6013 Scm.Adapt.,w/Nib,PVC Mikron PVC 7/LIB-III—I 1/2"F/8"1 3/8"�5n6'1
1/16"
�n3 LUCAS A.TURNER,P.E.
39 S-6014 Scm.Adapt.,PVC Mikron PVC PLAN VIEW-1999 HEAD IMPACT HOOK-1999 38 —L FL PE#58201
1/16" 1/16"
40 S 6063 Fixed Rail Cofer Mikron PVC 1239 JABARA AVE.
41 S-6064 Glazing Bead Mikron PVC PVC SCREEN CATCH-6013 PVC ANTI-LIFT-6005 NORTH PORT,FL34288
42 GLASS SEE SHEET 2 CARDINAL GLASS 0 3/16" PH.941-380-1574
43 Purfect Glaze"H",SikaFlex 552 Henkel/Sika Silicone 0 5116„_ r 1 1/e-{ SHEET DESCRIPTION:
44 P3539 #8 x 3/4"Square PH Tek,Wht. Fastenal Steel I g^ I fJ 39 BOM AND EXTRUSIONS
45 P-0958 Rotary Lock Interlock 5/a'�- 36 1116^
46 P-4633 8-32 x 1/2"Barrel Fastener Interlock 5/8^ PVC SCREEN SUPPORT-6014 DRAWN BY: DATE:
_L 1/16 ADE 10/10/13
47 P 4952 Keeper,Rotary Lack Interlock PLAN VIEW-2000 PANEL IMPACT CATCH-2000 3/16° DWG#: REV.:
31, 1/2" CWS-867 C
LINE ITEMS NOT USED: 17 SCALE:
27-28,30 NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063 T6 UNLESS OTHERWISE NOTED. _ r SHEET
SCREW SUPPORT-3113 1:2 3 OF 5
---- - _- WINDOW SYSTEMS
12 1/2"MAX.O.C.(TYP.) - - - - - --_--- - --.--_-- --- 1900 SW 44TH AVE. -
3"(TYP.) OCALA,FLORIDA 34474
6"MAX.(TYP.) 1. 4"MAX(TYP.) 6"MAX.O.C.(TYP.)
6"MAX.(TYP.) �3 �P') SEE NOTE 2 4"MAX,(TYP,) SEE NOTE 2 WWW.CWS.CC
- -- ------- 8200PVC
INSTALLATION
I II I ANCHOR(TYP.) i II i HORZ.SLIDER
INSTALLATION
6„ ANCHOR(TYP.) IMPACT
MAX.O.C.
(TYP-) I a z3: a z o
17" I I r owo
OIX . I OIIX I Qwoo
wzw
�).C. OZWZP § o3:m
LL HwZH�g2
II I o oI-o¢awoo
I I oaWa z"�
�LL
-50Zz~0u
i
o
a zoozo�-LL2O LL
0 Z
>-0
LL www
ofvwO
�omm
p It
w a
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN)
P140RE W
.0 E tJ SF G'PyL
9Q: STATE OF :mow
�•.�E`S•�o R 1�P G�c�.`�
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.
8/29/2017
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. 1239 JABARA AVE.
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 NORTH PORT,FL 34288
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 REQURE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE.
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:
ADE 10/10/13
B.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 TABLET,SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-867 C
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
MIN.EMBEDMENT 1I fllf(��®�fyf]'lJe1/d
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V(YIYAI/IIYY uu l!�Irl(('l�l`/�I
OTH
MIN.EDGE DIST.
1/4"MAX.SHIMt
ABLE 1 MIN.EDGE DIST. SUBSTRATE WINDOW SYSTEMS
SEE TABLE 1 'SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SUBSTRATE BY OTHERS SEE TABLE 1 OCALAWWW. FLORIDA 34474
1/4"MAX SHIM WWW.CWS.CC
SEE TABLE 1 DGE DIST.
MIN.EMBEDMENT BLE 1
PERIMETER SEALANT SEE TABLE 1 L1 8200 PVC
BYINSTALLER WSIDEANDOUT SEE TABLE
IONANCHOR HORZ.SLIDER
SEALANT BEHIND SEE TABLE EMBEDMENT IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
77_ ¢ z � ¢z o
PERIMETER SEALANT Z WwOp QI w�--•OWEALANT BY INSTALLER w ZOZCzR 1NSIDEAND OUT O LL F W 3 Z O 3 3UT INSTALLATION ANCHOR Z Z Q W w 0 O
INSTALLATION ANCHOR IND SEE TABLE 1 O O co O 0 d F�d
FLANGE BY INSTALLER SEALANT BEHIND O Z—� Z
SEE TABLE 1 FIN BY INSTALLER Z O(7 0(q Z)0—
B HORIZONTAL SECTION (C� HORIZONTAL SECTION } Q z LL W Z O O O
5 TYPICAL JAMB ANCHORAGE 5 HEATYPICAL FIN ANCHORAGE D AND SILL SIMILAR FOR FIN INSTALLATION Q w O cn 0~Z t0
W OO��oW<nW
Ft ZLL In W O
O W�w Of
1/4"MAX.SHIM a F- I1
SEALANT
FLANGE BYBEHIND INSTALLER O APOPNOREtv,IN,��
PERIMETER SEALANT MIN.EMBEDMENT J
BY INSTALLER SEE TABLE 1 -�• No 56201 13 r
INSIDE AND OUT
giros
%9 STATE OF ,•IIJ
SUBSTRATE BY OTHERS _ P,:•Z
SEE TABLE 1 i�T 1 H��
SEE TABLEDIST. s`S/ONA;�a�`��
q VERTICAL SECTION
5 tO
TYPICAL SILL ANCHORAGE
O 8/29;2017
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
PE
FLANGE CONCRETE(2.0 KSI MIN.) 3/16"11W TAPCON 1-1/2" 1-1/8" # l
PERIMETER SEALANT 1239 39 JABARA RA A AVE.
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON V 2" BY INSTALLER NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574
p HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" Q5 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 HILT]KWIK-FLEX OR 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
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
FLANGE 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. _ CWS-867 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 5OF5