HomeMy WebLinkAboutProduct Approval (2) 917/2018, Florida Building Code Online
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• E� FL# FL13010-R7
Application Type Revision
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 _.i
Product Manufacturer Custom Window Systems Inc.
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
flat 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
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEbBFEH60Vrs5wFsWUkba5fNaQ0%2fFFsngYA7ZKpPllQ%3dp/o3d 1/3
9/7/2018 Florida Building Code Online
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
I '
Summa of Products
i
FL# Model,Number or Name Description
13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window
Limits of Use Certification Agency Certificate
fApproved 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.pff
j 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
f FL13010 R7 AE EvalReport433D.pdf
I Created by Independent Third Party: Yes ;
13010.2 PW-8150 PVC Fixed Window PW-8150 PVC Fig/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 111 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
j Created by Independent Third Party: Yes
113010.3 j PW-8300 PVC Fixed Window i 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
I Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019 I
Impact. Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R7 I1 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. 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 i
FL13010 R7 II CWS-159E.pdf
Verified By: Lucas A.Turner, P.E. FL PE #58201
Created by Independent Third Party: No
Evaluation Reports
https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkba5fNaQ0%2fFFsngYA7ZKpPl l Q%3d%3d 2/3
9/7/2018 Florida Building Code Online
C FL13010 R7 AE EvalReport159E.pdf
Created by Independent Third Party:Yes i
Back P•lex!
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.::PrivacyStatement::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:
® — ® eCheck M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkba5fNaQ0%2fFFsngYA7ZKpPlIQ%3d%3d 3/3
PICTURE WINDOW - 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 INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 S FLORIDA E.
AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW CFLORI34474
DEFINED IN ASTM E 1996 PER THE FBC.
491/4" 73114" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PVC
48" /2" 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE
MAX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW
451/8" 69 1/8" 4.DESIGN PRESSURE RATING: IMPACT
GL
GLASS DLOASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. w z ¢ �
POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER Fa- o w p v1 w o Di
INFILTRATION TEST PRESSURE AND GLASS TABLES w I JO z zull
I I I I ASTM E-1300-04e01/09, o U)->O y m
771/4" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED z LL Z 2 ¢it W C)p
MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR O O F-O U Q=F-
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GLASS 0=FIXED SASH. ����NOREVV ��•i
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69 118"GLASS I I B DLO I I ```S P•••"'w TG•moi
DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ..........
GEN3F'��r
C I I LOCATION. No 58201
I
STATE OF ;•W
LL--- — -- ------------
A A ---- r�••O�cC �OR10P,,O�c��
e ••••S4j�Np'�o?��p
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 AND
ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2 ANY 48"x 72" +/-55 PSF ADE 05/05/07
GLAZING DETAILS.................................3
SECTION VIEWS....................................4 DWGtt: REV.:
EXTRUSIONS&B.O.M...........................5 NON-HVHZ „X 76„ +/-65 PSF LARGE MISSILE IMPACT CWS-159 E
72
ANCHOR SCHEDULE&NOTES.........8-7 HVHZ +/-67.5 PSF SCALE: ---
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
_ WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDN34474- -
W W W.0 W S.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE("OVAL")
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No 58201 *•%mP
OCTAGON
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NOTES: yy
1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. L
2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017
THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E.
FLPE3.OVERALL SIZE MUST NOT EXCEED THE MAX.WIDTH AND HEIGHT OF #
RECTANGULAR WINDOWS ON SHEET 1. 123399 JABARA AVE.
i 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.
1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY:. DATE:
ADE 05/05/07
5W_G#: REV.:
CWS-159 E
SCALE: — SHEET
1:1 2 OF 8
WINDOW�®��
-- 1900 SW 44TH AVE. - -
OCALA,FLORIDA 34474
www.cws.cc
8300 PVC
PICTURE WINDOW
IMPACT
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QUANEX DURASEAL 6 QUANEX DURASEAL 6 P1�p......S!rG'P'•
IG SPACER PURFECT GLAZE"H" PURFECT GLAZE"H" '
SIKAFLEX 552 SIKAFLEX 552
IG SPACER 'v No 58201
1U 1/�S BITE 10 1/�S BITE :rop
- �:. STATE OF
7 7
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LASS 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 X72 DWG#: REV.: --
CWS-159 E
DP +/-67.5 B 72 X 76 §DALE: — SHEET
1:1 3 OF 8
17t
WIPd[SOW SYSTEPNS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474WWW.CWS.CC
6
8300 PVC
9 s PICTURE WINDOW
oB IMPACT
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LUCAS A.TURNER,P.E.
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#: REV.:
CWS-159 E
sCALE: SHEET
1:1.33 4 OF 8
PARTS LIST FRAME CORNER CONSTRUCTION
ITEM PART# DESCRIPTION VENDOR MATERIAL � �°� ®�•
WINDOW SYSTEMS
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC ------ --- - --- - - 1900 SW 44TH AVE.
OCALA,FLORIDA 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) 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 ? a Z 3
9 P-3752 CAP PLUG, 1/2"HOLE M&M SILICONE z oW�oo ¢°-o w
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10 S-6064 GLZ. BE., FXD. (1" O.A. I.G.) MIKRON PVC o F w 3 z o
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Z-: No 58241 :LP
S13% STATE OF :41
PVC FRAME FLANGE-H-60066
PVC FRAME FIN-H-6006A X�
va"
_ 9/22/2017
LUCAS A.TURNER,P.E.
L3" �'1 FL PE#58201
D
7/B" I 1239 JABARA AVE.
3/ts" 6 NORTH PORT, 34288
T—
PH.941-380-1-1 574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAW—BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
sCALE: SHEET
1:1 5 OF 8
14"MAX.O.C.(TYP.) �""�""®"""•
4"MAX.(TYP.)— 8"MAX.O.C.(TYP.) WINDOW SYSTEMS
SEE NOTE 2 _ _ _ SEE NOTE 2 - -_- -1900 SW 44TH AVE. - -
6"MAX:_(TYP:)_ 4"-MAX.(TYP.) - .---_-..---- ------- - - --- - � ---
OCALA,FLORIDA 34474
6"MAX.(TYP.) ———— WWW.CWS.CC
—————————— ——————
I I I I
I I I 8300 PVC
I I 8MAX" oc I I PICTURE WINDOW
I (TYP.) I I INSTALLATION
IMPACTINSTALLATION
14" ANCHOR(TYP.) ANCHOR(TYP.)
MAX O.C. I I
(TYP.) I I I I Q w 0
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UP 55 PSF DPIt-55 PSF J��`?r'.GEly g'•.�Q r
JO;" �' F�'•'y�n'y
v: No 58201 •:�
STATE OF ;W
rrrO�cc'•c.':O R 1
NOTES: S+ONA
`i
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 PE#
BE PROTECTEDTO 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 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. DRnwN sY: 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), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 6 OF 8
aug
®m.
WINDOW SYSTEMS
4"MAX.(TYP.) 8"8"MAX.O.C.(TYP.) _ __ __ _ ___ _ _ _ ___ - 1900 SW 44TH AVE. _
6"MAX.(TYP.) 7 5/8"MAX.O.C.(TYP.) - - —SEE NOTE 2 4"MAX.(TYP.) IT T SEE NOTE 2 OCALA,FLORIDA 34474
6"MAX.(TYP.) WWW.CWS.CC
I I I I 8300 PVC
I I I I
PICTURE WINDOW
75/8" I I MAX O.C. I I IMPACT.
(P j.C. I I (TYP.)
I
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ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ?v� No 58201
DP*/-65 PSF DP+/-65 PSF ,.
13% STATE OF10. :4k,/U
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 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.
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 RE#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 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 8Y: 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#: 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/AAMA200(FLANGE WINDOWS), FMAIWDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 7 OF 8
MIN.EMBEDMENT // "j]�'j Ry�®ryjyjl•
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS WINDOW SYSTEMS
114'MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 -' - -- BY OTHERS
MIN.EDGE DIST. r
SEE TABLE 1 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS — MIN.EDGE DIST. yyyyyy,CWS.CC
SEE TABLE 1 SEE TABLE 1
MIN.EMBEDMENT - 8300 PVC
PERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR
SEE TABLE 1 PICTURE WINDOW
BY NSTALLER
INSIDE AND OUT A ❑� MIN.EMBEDMENT
SEALANT BEHIND SEE TABLE 1 IMPACT
O p
FLANGE BY INSTALLERn
1/4"MAX.SHIMUL17L
Q z � 4 Z$
1 PERIMETER SEALANT z 0w Lu 0 Q L u O W
PERIMETER SEALANT BY INSTALLER w Z O Z � ?H
BY INSTALLER INSIDE AND OUT O LL F w Z O Ir�m
INSIDE AND OUT INSTALLATION ANCHOR Z Z= Q w w 0O=O
SEALANT BEHIND SEE TABLE 1 O O I-O U¢=F Of
FLANGE BY INSTALLER SEALANT BEHIND UO z_�Z Z r?a
FIN BY INSTALLER Z O Z V Z U
INSTALLATION ANCHOR �B� HORIZONTAL SECTION (—C \J HORIZONTAL SECTION ¢ I--,go O D_U
SEE TABLE 1 �BJ TYPICAL JAMB ANCHORAGE �J TYPICAL FIN ANCHORAGE W 2�O H FF Z Z
HEAD AND SILL SIMILAR FOR FIN INSTALLATION FQ- O O Y L) OLL g
2 Z(n LU
O J(/)F
Q_O w� 0 Q.a:
c d F=- 0. of
SEALANT BEHIND 1/4"MAX.SHIM ;���� PNDNW,rU
FLANGE BY INSTALLER .-%C
ES 'P
No 58201 '.11
PERIMETER SEALANT MIN.EMBEDMENT
BYINSTALLER
INS DE AND OUT SEE TABLE 1
0. STATE OF :4r�
10 r<O R 0 P• \���
SEE TABLESUBSTRATE BY OTHER S —MIN.EDGE DIST. ,',/SS,ONA11110,110
O
E TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
❑�
9/2y/22
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
FLANCONCRETE(2.0 KSI MIN.) 3116"[TW TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
E HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"INV TAPCON 1" 2" BY INSTALLER
SECTION
41-3
FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT (�D� SHEET ES.9 PTI080-1574
HORIZONTAL
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"INV TAPCON 1-3/8" 718„ HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
OR ELCO ULTRACON
FLANGE 2XMIN.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:
FLANGE
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEX OR ITW FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED G4
REV.-
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E
FLANGE 7/16"
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: ---
FIN
2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 SOF B