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Product Approval Menu>ProduM or Application Search>Application List>Application Detail
,4 FEB - 12020
�; FL# FL17355-14
Application Type Revision ST, Lucie County, Permitting
Code Version 2017
Application Status Approved
Comments
Archived men"EM
Product Manufacturer Custom Window, ste
Y
j 1=
L" COPY
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Authorized Signature Jay Lathrop
jlathrop@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
a Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 10/16/2021
Validated By Steven M. Urich, PE
G Validation Checklist- Hardcopy Received
Certificate of Independence FL17355 R4 COI EvalReport1059.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04 2004
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 01/24/2019
Date Validated 02/07/2019
Date Pending FBC Approval 02/08/2019
Date Approved 04/16/2019
Summary of Products
FL# Model,Number or Name Description
17355.1 HS-620 Vinyl Horizontal Slider XO HS-620 Vinyl Horizontal Slider,XO, Non-impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1031A(HS-620, )pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure:N/A Evaluation Reports
Other:Max. sizes: 74"x 63"and 74"x 72". See installation FL17355 R4 AE EvalReport1031A.pdf
details for DPs. Glass complies with ASTM E1300-04. Created by Independent Third Party:'Yes
17355.2 HS-620 Vinyl Horizontal Slider XOX HS-620 Vinyl Horizontal Slider,XOX, Non-impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1067(HS-620,XOX),.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Max. size 111"x 63".XOX 1/3-1/3-1/3 and 1/4-1/2- FL17355 R4 AE EvalReport1067.pdf
1/4.See installation details for DPs. Glass complies with ASTM Created by Independent Third Party: Yes
E1300-04.
17355.3 HS-620 Vinyl Horizontal Slider XX HS-620 Vinyl Horizontal Slider,XX, Non-Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17355 R4 II CWS-1059(HS-620,XX)_pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner PE-58201
Impact Resistant: No Created by Independent Third Party: No
Design Pressure: N/A Evaluation Reports
Other: Max.sizes: 74"x 63"and 74"x 72".See installation FL17355 R4 AE EvalReport1059.pdf
detail for DPs. Glass complies to ASTM E1300-04. Created by Independent Third Party:Yes
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),
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Product Approval Accepts:
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Safe:
GENERAL NOTES: 061990w
HORIZONTAL SLIDER - NON-IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
1900 SW 44TH AVE.
1121/4"FLANGE WIDTH EDITION. OCALA,FLORIDA 34474
111°MAX.UNIT WIDTH
2.GLAZING OPTIONS:(SEE SHEET 2) WNW.CWS.CC
3611/16" 3.CONFIGURATIONS:"XOX".
MAX.SASH WIDTH 3611116"
620 PVC
MAX SASH WIDTH 4.DESIGN PRESSURE RATING:
323/4"GLASS DLO 323/4^GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND HORIZ.SLIDER
A GLASS TABLES ASTM E-1300-04. NON-IMPACT
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04. Lij
' 641/4" 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USEFLANGED
HEIGHT IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR p
63" DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR
B B UNIT WOOD ANCHOR CALCULATIONS. m
X O X i B 58 7/8"HEIGHT 6.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE U)
6 MAX. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. Z
SASH
C HEIGHT 7.ALL FRAMES AND VENTS FULLY WELDED. D
6 551/16" z W
D GLASS 8.SERIES/MODEL DESIGNATION HS-620. 0 DC
C 6 DLO
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X=OPERABLE SASH,O=FIXED SASH
LU
6 C A 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR
1/3-1/3-1/3 1121/4"FLANGE WIDTH LOCATION. 0
Z
111'•MAX.UNIT WIDTH 11.EXTERNAL WEEP SLOT 5/16"x2-1/8"LOCATED 4-1/2"FROM
2s 1/a^ BOTH ENDS. `,����PiwDREw
533/4"MAX.SASH WIDTH MWI TAHH ;�G '�OENS10•G�Q2����
11113/16'GLASS DLO 241/4" v t No 58201
9
GLASS DLO Lucas A.Turner '*• * *=
2015-06-09 ¢'
641/4" ^9 STATE OF :�/%
10:07-04 :00 P
HEIGHT � CS•� R 10.✓��=��
63"
MAX.
UNIT ZZ
HEIGHT
X O X MAX° 6/8/2015
SASH LUCAS A.TURNER,P.E.
HEIGHT FL PE#58201
[DLO
/16" 1239 JABARA AVE.
SS NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
1/4-1/2-1/4 ELEVATIONS
TABLE OF CONTENTS DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS.....1 CONFIG. MAKUNITSIZEJ DESIGN PRESSURE RATING IMPACT RATING EMK 06/02/15
DP CHARTS&GLAZING DETAIL........2 DWG#: REV.:
SECTION VIEWS..................................3 XOX 1/4-1/2-1/4 111"x63" SEE COMPARATIVE ANALYSIS NONE cws-1067
ANCHOR SCHEDULE&NOTES..........5
EXTRUSIONS&B.O.M.......... ..........4 XOX 1/3-1/3-1/3 CHART, SHEET 2 SCALE:
SHEET
INSTALLATION DETAILS.....................6 1.25 1 OF 6
DESIGN PRESSURES FOR 1/3-1/3-1/3 CONFIGURATION WITH GLASS TYPE A ORB INOPERABLE AND FIXED SASH �7
Unit Unit Height
Width 171/2 231/2 291/2 351/2 411/2 471/2 531/2 591/2 63 WINDOW SYSTEMS
531/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 1900 SW 44TH AVE.
591/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 OCALA,FLORIDA 34474
651/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.01-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.0 +50.0/-71.3 www.cws.cc
711/2 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.07-68.6 +50.0/-64.5
771/2 +50.0/-75.0 +50:0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-67.1 +50.0/-61.4 62�PVC
83 1/2 +50.0/.75.0 +50.0/-75.0 +50.0/"-75:0 +50.0/-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-74.7 +50.0/-64.9 +50.0/-60.3
891/2 +50.0/-75.0 +50.0/-75.0 1+50.0/-75.0 +50.0!-75.0 +50.0/-75.0 +50.0/-75.0 +50.0/-71.5 +50.0/-61.9 +50.0/-57.4 HO RIZ.SLIDER
95 1/2 +50.0/-75.0 +50.0/-72.5 +50.0/-67.9 +50.0!-67.5 +50.0/-67.5 +50.0/-67.5 +' /-67.5 +50.01-59.3 +50.01-54.9 NON-IMPACT
101 1/2 +50.0/-75.0 +50.0/-65.9 +50.0/-60.8 +50.0/-59.8 +50.0/-59.8 +50.0,/-59.8 +50.0(-59.8 +50.0/-57.1 +50.0/-52.8
111 +50.0/-69.2 +50.01-57.7 +50.0/-52.1 +50.0/-50.1 +50.0/-50.0 +50.0/-50.0 +50.0/ 50.0 +50.0/-50.0 +50.0/-50.0
ui
DESIGN PRESSURES FOR 1/4-1/2-1/4 CONFIGURATION WITH GLASS TYPE A OR B IN OPERABLE SASH,GLASS TYPE B IN FIXED SASH Q
Unit Unit Height o
Width 171/2 231/2 291/2 351/2 411/2 471/2 531/2 59112 63 j
531/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 m
591/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.2 z
651/2 +50.0/-67.5 +50.0/-67.5 +50.0(-67.5 +50.0(-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.3 +50.0/-61.6 O
71 1/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-62.5 +50.0/-57.9 D
771/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-59.3 +50.0/-54.9 0
Lu
831/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 1+50.01-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-66.1 +50.0/-56.7 +50.0/-52.3 H
891/2 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-67.5 +50.0/-63.8 +50.0/-54.5 +50.0/-50.2
[C
951/2 +50.0/-65.5 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +50.0/-60.8 +500/-52.7 +48.4/48.4 N
101 1/2 +50.0/-59.6 +50.0/,54.1 +50.01-53.8 +50.0/-53.8 +50.01-53.8 +50.0/-53.8 +50.0/-53.8 + 0/-51.2 +46.9/-46.9 w
111 +50.0/-52.1 +46.1/-46.1 +45.0/-45.0 +45.0/45.0 +45.01-45.0 +45.0/-45.0 +45.0/ 45.0 +45.50.0/-45.01 +45.0/-45.0
O
NOTE:GLASS TYPE B REQ'D FOR FIXED SASH WIDTHS LARGER THAN 36-11/16" 1 Z
8
1/8"ANNEALED or TEMPERED 3/16"OA NEALLEDorTEMPERED ���bPSNoENSF�;�AZ�,G
9116"AIRSPACE 7/16"AIRSPACE Z, No 58201 �'•,�
1/8"ANNEALED or TEMPERED 3/16"ANNEALED or TEMPERED
:-O: :xz
13 STATE OF .;�40
z�
518"GLASS BITE 5/6"GLASS BITE 6/812015
E-7-P In I I I LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
DP CHARTS AND
GLAZING DETAILS
DRAWN BY: DATE:
GLASS TYPE A GLASS TYPE B EMK 06/02/15
DWG 8: REV.:
CWS-1067 -
NOTE:IF SIZE INTENDED IS NOT SHOWN',USE NEXT LARGER SIZE. SCALE: SHEET
1:1 2 OF 6
1 18 23 11 26 3 2 2 13
INTERIOR
WINDOW SYSTEMS
Oe 1900 SW 44TH AVE.
0 0 0 o OCALA,FLORIDA 34474
www.CwS.CC
00 1 r 14 00 � 620 PVC
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11 D LUCAS A.TURNER,P.E.
1 1 FL PE#58201
29 1239 JABARA AVE.
5 ❑ ❑ NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
p o o SECTION VIEWS
u o
DRAWN BY: DATE:
SECTION VEW A-A EMK 06/02/15
DWG#: REV.:
SECTION VIEW C-C
ALTERNATE FIN FRAME CWS-1067
SCALE: SHEET
1:2 30F6
PARTS LIST CORNER CONSTRUCTION
ITEM PART DESCRIPTION MATERIAL VENDOR41/6 �nn(�v�j® •L/a(/�
1 H-6127 MAIN FRAME PVC ATN (ytlaillC4 IPl/��/moi
2 H-6135 SASH INTERLOCK RAIL,INT.PANEL PVC ATN WINDOW SYSTEMS
1900 SW 44TH AVE.
3 H-6139 SASH DRAW RAIL PVC ATN 1
4 H-6140 SASH TOP/BTM RAIL PVC ATN 1 1/2" www.OCALAFLORIDA 34474
www.W.CW S,CC
5 H-6140 SASH INTERLOCK RAIL,EXT.PANEL PVC ATN
6 P-3028 SETTING BLOCK,1/8"x 718"x 2" _ FRANK LOWE q 5
7 P-3029 SCREEN LIFT SPRINGS
BS STEEL A SCREE ��_
� 1/16^ CORNER WELD 620 PVC
8 P-3033 SCREEN SPRINGS STEEL FLA SCREEN 4118" 1 15/16"
,,,s" ALL SIDES HORIZ.SLIDER
9 P-3218 SCREEN FRAME ALUM FLA SCREEN P O 1:8
10 P-3228 SCREEN SPLINE DAPA L NON-IMPACT
11 P-3305 WTSP.,0.187"x 0.270"SOFT FIN AMESBURY
12 P-3511 #8-18 x 0.625"PN PH TEK#2 POINT ZP STEEL FASTENAL
13 P3783 IMPACT SASH LOCK INTERLOCK 6i
14 P-3784 KEEPER INTERLOCK
F20
P-4146 #8-18 x 0.750"FH PH#2 POINT TEK ZP STEEL FASTENAL PVC MAIN FRAME-H-6127 PVC TOP/BTM RAIL-H-6140 0
P-4754 SCREEN CORNER KEY NYLON FLA SCREEN }
P-5450 JUMBO WEEP COVER ASSY NYLON ASHLAND �1 11/16" 21/8" m
P-5421 0.625"HOLE PLUG NYLON HEYCO .050" CD
P-3511 #8-18 x 0.625"SQ PH TEK#2 POINT ZP STEEL FASTENAL 7116' f~ 5/16°
P-5428 ROLLER ASSY AMESBURY 1116" �J 1/16" 1/16^ tl7
P-5429 EXTERIOR TRACK FILLER INSERT PVC TEAM PLASTICS 1 15/16" 1 15/16" 1 3/16" 6 15116" 33 z >
23 P-5436 JAMB BUMPER RUBBER MINOR RUBBER 0 CC
24 P-5451 T BLOCK,FIXED SASH NYLON D 2 D 3 a
25 P-5448 #8 x 1.50"PN PH#2 POINT TEK ZP STEEL FASTENAL ii Q
U
26 S-2004 REINF,SIDE RAIL ALUM ASCENDw
27 S-2005 REINF.,MEETING RAIL,INT.PANEL ALUM ASCEND PVC INTERLOCK RAIL-H-6135 PVC DRAW RAIL-6139 ALUM INTERLOCK-S-2029 PVC GLAZING BEAD-S-6141 Q
28 S-2029 INTERLOCK ADAPTOR ALUM ASCEND 0
29 S-2030 ROLLER TRACK ALUM ASCEND z
31 S-2043 REINF.,MEETING RAIL,EXT.PANEL ALUM KEYMARK_ 1 1/16" �unurf
32 8-2044 REINF.,TOP/BOTTOM RAIL ALUM ASCEND 1/16 1 5/16"moil 5/,6^-{ 5/16"-{ 0O0PtypRE �T4���
33 S-6141 0.875"GLAZING BEAD. PVC ATN I �CNS34 GLASS SEESHEET2 15/16" 31 11/16" 11/16" EF07�!
35 DOW CORNING 1199 SILICONE v; No 58201 '•�36 PURFECTGLAZE"H",SIKAFLEX552 SILICONE HENKEL/SIKA 1/16 093"
�9, . +'
LINE ITEMS NOT USED: ALUM REINF.-5-2043 ALUM REINF.-S-2044 ALUM REINF.-S-2005 ALUM REINF.-5-2004 STATE OF W
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22,30 2 5/16" i�CS0 R 1 P�jN=��,
5/6" t s/1s" �i�i�'/ONA�
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1/16"
6/8/2015
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PVC TRACK FILLER-P-5429 ALUM ROLLER TRACK-S-2030 LUCAS A.TURNER,P.E.
4" FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
O PH.941-380-1574
SHEET DESCRIPTION:
O
BOM AND EXTRUSIONS
O DRAWN BY: DATE:
va^ 1 s/1s° EMK 06/02/15
DWG#: REV.:
O CWS-1 067 -
NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. FIXED PANEL"T"BLOCK SCALE: SHEET
P-5451 1:2 4 OF 6
6"MAX.(TYP.) 141/2"MAX.O.C.(TYP.)12 ANCHOR @ MTG
6"MAX.(TYP.) CENTERLINE(TYP)IL SYSTEMS
JV-DOWy®�•
1900 SW 44TH AVE.
INSTALLATION OCALA,FLORIDA 34474
ANCHOR(TYP.)
WWW.CWS.CC
4"MAX ffYP.) 8"MAX.O.C.(TYP.) SEE NOTE 2 620 PVC
4"THRU FRAME ANCHOR(TYP.) MAK.G.C. X X HORIZ.SLIDER
4"MAX.(TYP.) r SEE NOTE 2 (TYP.)
i NON-IMPACT
IT
INSTALLATION
ANCHOR(TYP.)
8" Q
MAX O.C.
(TYP-)
X O X ANCHOR LAYOUT-(FLANGE) m
1/3-1/3-1/3 Z
O
ANCHOR @ MTG RAIL Z >
o- CENTERLINE(TYP.) F4-(TYP.) 0 Lu
6"MAX.(TYP.) 13 1/4"MAX.O.C. n~.
(TYP.)
6'MAX.(TYP.)� � U
ANCHOR LAYOUT-(FIN) w
1/4-1/2-1/4 and 113-1/3-1/3
NOTE THRU FRAME ANCHORS @ MTG RAIL INSTALLATION
ANCHOR(TYP.) p
Z
SEE NOTE 2 ,,.•GPy,��11DENsG
18" �Q2i�4
MAX.O.C. O il
(TYP-) No 58201
9 STATE OF :4U
NOTES: i O'.
♦`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. ,q ....RA'
2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". ANCHOR LAYOUT-(FLANGE)
USE SHIMS WHERE SPACE GREATER THAN 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH 1/4-1/2-1/2
DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
6/8/2015
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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#56201
BE PROTECTED T0,PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288
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 PH.941-380-1574
SPECIFIED IN TABLE 1,SHEET 6. 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-1 X BUCKS ARE ANCHOR SCHEDULE AND
OPTIONAL.
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:
EMK 06/02/15
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 0. REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-1067 -
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: GOA SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5 OF 6
MIN.EMBEDMENT
SEE TABLE 1 SUBSTRATE
BY OTHERS V- cYu4ULvuuu u�r IL(ll_ILJ//
TYPICAL HEAD ANCHORAGE SEE TABLE 1 WINDOW SYSTEMS
MIN.EDGE DIST. 1/4"MAX.SHIM MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 � SEE TABLE 1 BY OTHERS OCA A, 44TH AVE.
"
1/4"MAX.SHIM WwW.SEE TABLE 1 FLORIDA 34474
WWW.CWS.CC
SUBSTRATE BY OTHERSMIN.EDGE DIST.
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT INSTALLATION ANCHOR 620 PVC
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
BYINSTALLER HORIZ.SLIDER
INSIDE AND OUT MIN.EMBEDMENT
SEALANT BEHIND oo SEE TABLE 1 NON-IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM oo
a Qee PERIMETER SEALANT diH
BYINSTALLER
PERIMETER SEALANT Qem ❑
BYINSTALLER INSIDE AND OUT
Iz'
INSIDE AND OUT INSTALLATION ANCHOR }
SSEE TABLE 1 07
SEALANT BEHIND
FLANGE BY INSTALLER SEALANT BEHIND ri)
FIN BY INSTALLER Z
INSTALLATION ANCHORO
SEE TABLE 1 B HORIZONTAL SECTION C HORIZONTAL SECTION
6
6 TYPICAL JAMB ANCHORAGE TYPICAL FIN ANCHORAGEHEAD AND SILL SIMILAR FOR FIN INSTALLATIONZW
O
D=
NOTE:ADDITIONAL THRU-FRAME ANCHORS a
(AS SHOWN IN DET.A/6)REQ'D AT MTG RAIL,
SEE SHEET 5 ANCHOR LAYOUT. w
O
SEALANT BEHIND 1/4"MAX.SHIM Z
FLANGE BY INSTALLERG� `,,� EVV elle i
PERIMETER SEALANT MIN.EMBEDMENT ``�j�P•: g....•Q2��
BY INSTALLER SEE TABLE 1 No 58201
INSIDE AND OUT oo
SUBSTRATE BY OTHERS MIN.EDGE DIST. O,
9; STATE OF :u
SEE TABLES SEE TABLE I %A'•• C O P,:��•���
SEALANT UNDER SCREW A VERTICAL SECTION ��lC' O
HEAD BY INSTALLER 6 TYPICAL SILL ANCHORAGE o0 4�SS+ONA�
6/8/2015
TABLE 1:APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
FLPEFLANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1" 1-1/8" 123939 JA 58201
FLANGE
AVE.A
FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"IT1N TAPCON 1" 2" PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1" 1" IN INSTALLER PH.941-380-1574
INSIDE AND OUT D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-3/4" 2-1/2" 6 BOX FRAME INSTALLATION SHEET DESCRIPTION:
3/16"ITN TAPCON SIMILAR FOR HEAD AND SILL FOR BOX INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) OR ELCO ULTRACON 1 318 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 410-16 HILTI KW IK-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 EMK 06/02!15
-MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED DWG 8: REV.:
118"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
FLANGE 7/16" CWS-1067
118"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) #10 WOOD SCREW 1-1/2" 1/2" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
1:2 601`6