HomeMy WebLinkAboutProduct Approval GENERAL NOTES:
PICTURE WINDOW - LARGE MISSILE IMPACT C am
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 HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE.---- -
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474
DEFINED IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
491/4" 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) 8300 PVC
MAX,OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH
48" 72"
3.CONFIGURATIONS:"0". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2.
45118" 691/8• IMPACT -
GLASS DLO GLASS DLO 4.DESIGN PRESSURE RATING:
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
---- A-- ---------------- GLASS TABLES ASTM E-1300-04e01/O9. -
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Fa—, o w p c¢n w o p
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9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
NORTH PORT,FL 34288
11:45-04:00 PH.941-380-1574
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES ANDELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL GLAZING DETAILS SHAPES...................3 ANY 48"X 72" +/-55 PSF ADE 05/05/07
SECTION VIEWS....................................4 DWG N: REV.:
EXTRUSIONS&B.O.M...........................5 NON-HVHZ „ 65 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE&NOTES.........6-7 HVHZ 72 X 76„ .5 PSF SCALE:cws-159 E
+/-67 INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
WINDOW SYSTEMS
1900 SW 44TH AVE,-- -
OCALA,FLORIDA 34474
W W W.cwS.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL')
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OCTAGON
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1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/2212 0 1 7
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201
1239 JABARA AVE.
RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288
4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574
MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1l4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG It REV.:
CWS-159 E
SCALE: SHEET
1:1 2 OF 8
WINDOW SYSTEMS
- -- - - - - ' 1900 SW 44TH AVE: — --
OCALA,FLORIDA 34474
www.cws.cc
8300 PVC
PICTURE WINDOW
IMPACT
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47GLASS
1/2"GLASS BITE 10 1/2"GLASS BITE
7 IP STATE OF :lZZ
ON',TYPE A GLASS TYPE B 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
GLASS MAX SIZE DRAWN BY: DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE W X H ADE 05/05/07
DP+/-55 A 48 X 72 DWG it REV.:
CWS-159 E
DP+/-67.5 B 72 X 76 SCALE: SHEET
1:1 3 OF 8
WINDOW SYSTEMS Iw/I
- 190D SW 44TH-AVE.- -
OCALA,FLORIDA 34474
WWW.Cws.cc
INTERIOR
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9 9 B 8300 PVC
PICTURE WINDOW
B B p� 7 IMPACT
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O _ O FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 S
SHEET DESCRIPTION:
SECTION VIEW A-A SECTION VIEWS
DRAWN BY. DATE:
ALTERNATE FIN FRAME ADE 05/05/07
DWG it REV.:
CWS-159 E
SCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL 0 WINDOW SYSTEMS
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900SW44TH"AVE.--
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC CWWW.CWS.CCA34474
3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC
4 H-6006B FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC
5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW
6 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTIC RUBBER IMPACT
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 a z w o 0
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w"o a�Z w
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9/22/2017
LUCAS A.TURNER,P.E.
1/1s" 1/2' 3" FL PE#58201
Va. 10 1239 JABARA AVE.
1 3/16" 8 NORTH PORT,FL 34288
PH.941-380-1-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG f#. REV.:
CWS-159 E
SCALE: SHEET
1:1 5 0F 8
lmw® •
_ ia"MAX.o.c.(TYP.) _ - -------a^MAX.(TYP.) 8^MAX.O.C.(TYP.)
- - --- -----_ --- _ WINDOW SYSTEMS
— --
6"MAX,(rYPJ SEE NOTE 2--�--- •- 4^MAX,(TYP) - SEE NOTE 2 - — - -
1900 SW 44TH AVE.--- ------
6"MAX.N-Yp) OCALA,FLORIDA 34474
—————————— —————————— WWW.CWS.CC
I I I I
I I 8300 PVC
PICTURE WINDOW
MAX O.C.
INSTALLATION (TYP-) INSTALLATION IMPACT
ANCHOR MP.)
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pQt .STATE OF
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NOTES:
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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 �Z
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. 9/22/2017
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.
FL JA#
BE PROTECTED TO PREVENT REACTION. 1239 JABARA RA AVE.A
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 8.
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&
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. 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 05/05/07
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 a: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 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) 1:20 6 OF 8
mul- --------- - -- - .-- ---- - _---_ -_— _ __ -- - - - --4'-''-MAX(TYP.) - 8"MAX.O.C.(TYP.) - _ - - - WINDOWSYSTEMS
7 5/8"MAX.O.C.(TYP.) 190D SW 44TH AVE.-
6"MAX.(TYP.) SEE NOTE 2 4•MAX,(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474
6"MAX(TYP.) WWW.CWS.CC
- - - -
———————————————— ————————————————
I I I I 8300 PVC
I I I I 6„ PICTURE WINDOW
I I I I
�)°MAXMO.c. P. I I IMPACT
(TYP.) I I I I
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DP+/-65 PSF OP+/-65 PSF No 58201 :-A%
STATE OF
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/
NOTES: "SS+QNA,
10
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 1116"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. 9/22/2017
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#582011239 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 B. 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:
ANCHOR SCHEDULE&
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 Br. DATE:
ADE 05/05/07
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 A' REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS) 1:20 7 OF 8
MIN.EMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE V(Yl!'0.L000444 SYSTEMS
_ " BY OTHERS WINDOW SY5TEP9S
V4"MAX.SHIM - SEE TABLE 1 MIN.EDGE DIST. - SUBSTRATE 1900 SW 44TH AVE.
MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474
SEE TABLE 1 WWW.CWS.CC
SEE TABLE 1 1/4"MAX.SHIM
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
BY INSTALLER SEE TABLE 1 1 PICTURE WINDOW
I ❑� MIN.EMBEDMENT
NSIDE AND OUT
SEE TABLE 1 IMPACT
SEALANT BEHIND
❑
FLANGE BY INSTALLER n 1/4"MAX.SHIM UO Q Z 3: ¢z 0
PERIMETER SEALANT W H O z ¢�O W
PERIMETER SEALANT BY INSTALLER w z 0 z —
BYINSTALLER INSIDEAND OUT 0 S U)3}0 W3:m
INSIDE AND OUT LL MY
INSTALLATION ANCHOR z Z w�Q�W 0 O 0
SEALANT BEHIND SEE TABLE 1 O O�O U a=F-a
FLANGE BY INSTALLER SEALANT BEHIND 0 z �z z F 5
\ FIN BY INSTALLER z 0 0 U vj U—
INSTALLATION ANCHOR B HORIZONTAL SECTION �C ` HORIZONTAL SECTION Q F-z w co O 0 LL 0
SEE TABLE 1 8 8 TYPICAL FIN ANCHORAGE � 4�O w P:Fz-0—
TYPICAL JAMB ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q 2 9 0 z'6
W O0�U)0 W CAW
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FLANGE BY INSTALLER O �CVQ�4�GENg�,�.,�P4:
No 58201 r
PERIMETER SEALANT MIN.EMBEDMENT 7k t
BY INSTALLER
INSIDE AND OUT SEE TABLE 1 S9; STATE OF ,kl„C
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
Ilrallnlpla
�\ SEE TABLE 1
SEALANT UNDER SCREW L H \ VERTICAL SECTION '
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
uo 9/22/22000117
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 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1674
D HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 13/8„ 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 13/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE:
16 GAUGE(0.06D")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG k REV.:
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
FLANGE 7/18" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET
FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8