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Florida ro'` Product Approval
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Product Approval Menu>'Product or Application Search>Application List>Application D tai!,= OPY
e. + FL# FL13010-R7
Application Type Revision FILL
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived RECEIVED
Product Manufacturer Custom Window Systems Inc. JAN 0 3 20 19
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474 aT. Lu
County,Permitting
(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 Fixed
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urich, PE
Validation'Checklist-Hardcopy Received -
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-05 2005
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/27/2018
Date Validated 08/27/2018
Date Pending FBC Approval
Date Approved 09/06/2018
Summary of Products
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Fig/Fin Fixed Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-1357.pdf
Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-1362.pdf
Impact Resistant:Yes FL13010 R7 C CAC CAR 138-562.pdf
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019
detail for DPs. Large Missile Impact. In HVHZ may only be used Installation Instructions
up to 30ft above grade. Glass complies to ASTM E1300-04. FL13010 R7 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R7 AE EvalReport433D.pdf
Created by Independent Third Party:Yes
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-261e2.pdf
Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-705e2.pdf
Impact Resistant:Yes FL13010 R7 C CAC CAR 138-706e2.pdf
Design Pressure: +67.5/-67.5 Quality Assurance Contract Expiration Date
Other: Large Missile, Dp= +/-67.5 psf,Max. size 74 1/8"x 08/12/2019
72".Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions
complies to ASTM E1300-04. FL13010 R7 II CWS-510C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R7 AE EvalReport510C.pdf
Created by Independent Third Party:Yes
13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fig/Fin Fixed Window, 120"x 48"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R7 C CAC CAR 138-258e2.pdf
Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-481e2.pdf
Impact Resistant:Yes FL13010 R7 C CAC CAR 138-482e2.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019
Impact.Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R7 II CWS-373C.pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R7 AE EvalReport373C.pdf
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window Series 8300 PVC Fixed Window, Large Missile Impact,48"x 72"
unit size-DP55,or 72"x 76"unit size-DP67.5(DP65 outside
HVHZ)
Limits of Use Certification Agency Certificate
Approved for use"in HVHZ:Yes FL13010 R7 C CAC CAR 138-1093.pdf
Approved for use outside HVHZ:Yes FL13010 R7 C CAC CAR 138-1320 e2.pdf
Impact Resistant:Yes FL13010 R7 C CAC CAR 138-250.pdf
Design Pressure: N/A FL13010 R7 C CAC CAR 138-274e2.pdf
Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R7 C CAC CAR 138-457.pdf
+/-55 psf,or in sizes up to 72"x 76"unit size at design FL13010 R7 C CAC CAR 138-465.pdf
pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R7 C CAC CAR 138-534.pdf
HVHZ,with max. glass daylight sizes as shown in CWS-159E FL13010 R7 C CAC CAR 138-730e2.pdf
Glass complies to ASTM E1300-04. FL13010 R7 C CAC CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R7 II CWS-159E.pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R7 AE EvalReport159E.pdf
IL 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.Copydght 2007-2013 State of Florida.::Privacy 5itatement::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),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
19 M
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Safe
PICTU NDOW - LARGE MISSILE IMPAC \ GENERAL NOTES: 0619gu
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
34474
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 SW 44TH AVE.
EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S E.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS W ALA,FLORIDAFL RI
DEFINED IN ASTM E 1996 PER THE FBC.
491/4" 73 1/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC
MAX UNIT WIDTH MAX.UNIT WIDTH 3 NOT FIGURATIONS:
LIMITED D TO,THOSE HCOWN ON HITECTUSHE T 2 SHAPES INCLUDE,BUT ARE PICTURE WINDOW
45 1/8" 69 1/8"
NE
GLASS DLO GLASS DLO 4 DIGN PRESSURE GATIVE DESIGN LOAIDS BASED ON,TESTED PRESSURE AND
———— A—— ———————————————— GLASS TABLES ASTM E-1300-04e01/09.
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GLASS B DLO I
DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR JVP•��O ENg�.*.;P-�
C I I LOCATION. 1.
�: No 58201-1 1"•��
8 I I 1. STATE OF :•<U
g ����SS+..... E�,G�•
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
11:45-04:00 NORTH 401 38 1574288
SHEET DESCRIPTION:
TABLE OF CONTENTS GENERAL NOTES ANDELEVATIONS
GENERAL NOTES&ELEVATIONS......,1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTUSHAPES::..........:.3GLAZING DETAILS. . ANY 48"X 72"' +/-55 PSF ADE 05/05/07
SECTION VIEWS....................................4 DWG#: REV.:
EXTRUSIONS&B.O.M...........................5 NON-HVHZ „ „ 65 PSF LARGE MISSILE IMPACT
ANCHOR SCHEDULE&NOTES.........6-7 72 X 76 CWS-159 E
INSTALLATION DETAILS.......................8 HVHZ +/_67.5 PSF SCALE: SHEET
1:20 1 OF 8
r,
��n��®�•
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
FULL ELLIPSE("OVAL") IMPACT
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OCTAGON *;
TRAPEZOID0: STATE OF :pis
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NOTES: ✓1
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. `
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF FL PE#58201
RECTANGULAR WINDOWS ON SHEET 1. 1239 JABARA AVE.
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:
114 CIRCLE
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
scAL.E: SHEET
1:1 2 OF 8
WIP.lROYd SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34374
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
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112"GLASS BITE 10 * t
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10 �9 s STATE OF0.
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z�
=LASSTYPE 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 S17r DRAWN BY: DATE:
SETTING BLOCKS PER FBC 2411.3.3.1 TYPE VN X H ADE 05/05107
DP+l-55 A 48 X72 DWG H: REV.:
CWS-159 E
DP+/-67.5 B 72 X 76 S--E: SHEET
1:1 3 OF 8
3 4 M!lPt1D01M SYSTEMS
1900 SW 44TH AVE.
Or-ALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR
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6 9 9 6 PICTURE WINDOW
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TU
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
7 6 SHEET DESCRIPTION:
SECTION VIEWS
SECTION VIEW A-A
PRAWN BY: DATE;
ALTERNATE FIN FRAME ADE 05105!07
DWG-#. -R-Br'.
CWS-159 E
SCALE; SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL ` WINDOW SYSTEMS
1900S1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC OCALAA, LTH AVE.
GAFLORIDA 34474
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWW.CWS.CC
3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC
4 H-6006B FRAME, PW, MAIN, R.JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8344 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 PURFEGT GLAZE"H", SIKAFLEX552 HENKEL/SIKA SILICONE o w o co w o Ci
9 P-3752 GAP PLUG, 1/2" HOLE M&M SILICONE z z z ¢-Z t
10 S-6064 GLZ. BE., FXD. 1" O.A. I.G. MIKRON PVC u r¢-w z�� a
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2718" No 58201
o: k�
riSTATE OF
PVC FRAME FLANGE-H-60068
PVC FRAME FIN-H-6006A X.Z
1/4" 9/22/2017
LUCAS A.TURNER,P.E.
1/16" t/2^ 1 —3" 1 1239 FL JA#RA 01A
718' 10 6 NORTH ORT,FL 3 288
PH.941-380-1574
SHEET DESCRIPTION:
SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
PVC GLAZEBEAD-S-6064
DRAWN BY: DATE:
RDE 05/05/07
DWG#: REV.:
CWS-159 E
sDALE: SHEET
1:1 5OF8
14"MAX.D.C.(TYP.) 8"MAYL O.C.(TYP.)
SEE NOTE 2 4�MAX.(TYP.) SEE NOTE 2 1900 SW 44TH AVE.
V MAX.(TYP.) 4"MAX(TY OCALA,FLORIDA 34474
6'MAY,(TYP.)— WWW.CWS.CC
——————————
-7
8300 PVC
pi PICTURE WINDOW
MAX O.C. IMPACT
(TYP.) INSTALLATION
INSTALLATION ANCHOR(TYP.)
14' ANCHOR(TYP.)
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No 58201 -33'A
STAT OF
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NOTES:
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 114". 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.
9/22/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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.
FL
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERNORTH PORT,S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM PH.941-380-1 34288
574
SPECIFIED IN TABLE 1,SHEET 8.
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 IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX 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 05/05107
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 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),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAfWDMA 300(EXTERIOR DOORS) 1:20 60F8
WINDOW SYSTEMS
4-MAX.(TYP.) -8"MAX,O.C.(T-YP.) 1900 SW 44TH AVE.
6'MAX(TYP.) 7 5/8'MAX Tr D.C.(TYP-) SEE NOTE 2 4'MAX.(TYP.)— SE NOTE 2 OCALA,FLORIDA 34474
F6-MAX(TYP-) www'CWS.CC-j-.TT ------
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PICTURE WINDOW
1-4
7 5/8" — MAXO.C. IMPACT
MAX 0 C. (TYP-)
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ANCHOR L ANCHOR LAYOUT-(FIN) N. 58201 -A-%
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NOTES:
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 114". 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. 9/22/2017
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 8. 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.
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 8. 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 REQURE 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. AIDE 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#: 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),FMAIAAMA200(FLANGE WINDOWS), FMAlWDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERiOR DOORS) 1:20 70IF8
MIN.EMBEDMENT 00290AW
SEE TABLE 1SUBSTRATE WINDOW SYSTEMS
TYPICAL HEAD ANCHORAGE F_BY OTHERS
1/4"MAX.SHIM SEE TABLE I MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
- SEE TABLET BY OTHERS OCALA,FLORIDA 34474
-1 MIN.EDGE DIST. SEE TABLE I WWWCWS.cC
1/4"MAX SHIM
SEE TABLE 1
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1 z 8300 PVC
M SEE TABLE 1 PICTURE WINDOW
IN.EMBEDMENT INSTALLATION ANCHOR
PERIMETER SEALANT SEE TABLE IEMBEDMENT
BY INSTALLER E3 SEE TABLED1
IMPACT
INSIDE AND OUT
SEALANT BEHIND Z ip.
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INSIDE AND OUT INSTALLATION ANCHOR Z Z X:2<of w 0 0
SEE TABLE 1 0 0 F-0,3
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MIN.
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M' * B
S
PERIMETER SEALANT
By INSTALLER
INSIDE
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SEALANT BEHIND SEALANT BEHIND z
FLANGE BY INSTALLER 0 z z F.p to
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-:I,X.0 0 LL z
�B HORIZONTAL SECTION HORIZONTAL SECTION <� Ow—xo_
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PERIMETER SEALANTDMENT Z-Ot
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9/22J2017
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 KS]MIN.) 3/16 1239 JABARA AVE.
!'ITW TAPCON 1-1/2" 1-1/8" PERIMETER SEALANT NORTH PORT,FL 34288
FLANGE HOLLOW OR GROUT-FILLED cmu(117 PCF MIN.) 3/16'ITAf TAPGON V 2" BY INSTALLER PH.941-380-1674
—.
FLANGE -CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON 1. INSIDE AND OUT
HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3116"ELCO ULTRACON 1-114" 2-1/2' 8
_� BOX FRAME INSTALLATION
FLANGE 2X MIN,SOUTHERN PINE(G=0.55) 3/16'ITW TAPCON 1-318" 7/8' HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON I
FLANGE FXMIN,—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; ADE 05/05/07
FLANGE7/16" DWG_P REV.:KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.069' MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
_70_17� INSIDE AND OUT,FULL PERIMETER,BY INSTALLER.
118-ALUM,(6053-T5,MIN.),OR -------�ril"G�6-SECF-TAP CWS-159 E
116"STEEL(33 N_)� DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS TCA'E, SHEET
FIN 2X MIN.SOUTHERN PINE(G=O, #8 WOOD SCREW 1-112, 7/16' SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8