HomeMy WebLinkAboutProduct Approvals-opening 7,9,11 9/20/2019 Florida Building Code Online
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Product Approval O P E N#' 7 91 11r r USER:
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Product Approval Menu>Product or Application Search>Application List>A lication Detail
�n•PPr-j A 9,11i', FL# L13010-R9
Application Type Re
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
i
Archived Li
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
I
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
'f. Validation Checklist-Hardcopy Received
Referenced Standard and Yearof 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
;
i
I
hftps://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbawOOnMwPwT%2fFk7lrpHmEGOw%3d%3d 1/3
9/20/2019 Florida Building Code Online
I
Product Approval Method Method 1 Option A
Date Submitted 08/07/2019
Date Validated 08/08/2019
Date Pending FBC Approval 08/16/2019
Date Approved 08/28/2019
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 R9 C CAC 138-1357 QRO.pdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC 138-1362 C1RO.pdf
Impact Resistant:Yes FL13010 R9 C CAC 138-562 C1RO.pff
Design Pressure: N/A Quality Assurance Contract Expiration Date
Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2022
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 R9 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 AE EvalReport433D.pdf
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 R9 C CAC 138-261.pdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC 138-705.pdf
Impact Resistant:Yes FL13010 R9 C CAC 138-706.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 08/12/2022
72". Outer lite must be safety glass above 30 ft. in HVHZ. Glass Installation Instructions
complies to ASTM E1300-04. FL13010 R9 II CWS-510C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 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 R9 C CAC CAR 138-258.pdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC CAR 138-481.pdf
Impact Resistant:Yes FL13010 R9 C CAC CAR 138-482.pdf
Design Pressure: +70/-70 Quality Assurance Contract Expiration Date
Other: PW-8300, 120"x 48", DP= +/-70 psf. Large Missile 04/09/2022
Impact. Glass complies to ASTM E1300-04. Installation Instructions
FL13010 R9 II CWS-373C.pdf
Verified By: Lucas A.Turner, P.E. FL PE#58201
Created by Independent Third Party: No
Evaluation Reports
FL13010 R9 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 R9 C CAC CAR 138-1093.pdf
Approved for use outside HVHZ:Yes FL13010 R9 C CAC CAR 138-1320 e2.pdf
Impact Resistant:Yes FL13010 R9 C CAC CAR 138-250.pdf
Design Pressure: N/A FL13010 R9 C CAC CAR 138-274e2.pdf
Other:Sizes up to 48"x 72"unit size at design pressures of FL13010 R9 C CAC CAR 138-457.p!Lf
+/-55 psf,or in sizes up to 72"x 76"unit size at design 'FL13010 R9 C CAC CAR 138-465.pdf
pressures of+/-67.5 psf in HVHZ or+/-65 psf outside the FL13010 R9 C CAC CAR 138-534.p!Lf
HVHZ,with max. glass daylight sizes as shown in CWS-159E 'FL13010 R9 C CAC CAR 138-730e2.pdf
Glass complies to ASTM E1300-04. IFL13010 R9 C CAC CAR 138-739e2.pdf
Quality Assurance Contract Expiration Date
03/16/2020
Installation Instructions
FL13010 R9 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_dtl.aspx?param=wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbawOOnMwPwT%2fFk7lrpHmEGOw%3d%3d 2/3
' I
9/20/2019 Florida Building Code Online
FE13010 R9 AE EvalReport159E.pdf
Created by Independent Third Party:Yes
Bacic Ir'ext
i
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 Statement::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:
IYG' - � c.^.hKt M
Credit Card
Safe
I
I
https://www.floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbawOOnMwPwT%2fFk7lrpHmEGOw%3d%3d 3/3
URNER � 1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
CONSULTING, INC. FBPE C.O.A. #29,779
Evaluation Report 159E
September 7, 2017
Product Description: 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)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`t'Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6`h
Edition(2017)Florida Building Code including the HVHZ. The product testing standards performed are
outlined below.
Technical Documentation:
1) This report,prepared by Lucas A. Turner, P.E.,at 1239 Jabara Ave.,North Port, FL
2) Approval drawing CWS-159E, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3954-01 and-]A, and NCTL-210-3955-01 and-IA, from National I
Certified Testing Laboratories, Orlando, FL,with Testing Perforined: AAMA/WDMA/CSA
101/1.S.2/A440-08, ASTM El 886-05,ASTM E1996-05/09 and TAS 201, 202, 203 1994(TAS
reports 3954-1A and 3955-1A signed and sealed by Gerard J. Ferrara, P.E.)
4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-159E.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48"x 72"unit size at design pressures of+/-55 psf,
or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in HVHZ or+/-65 psf
outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E
• Is large missile impact resistant and does not require the use of shutters
• May be used in-the High Velocity Hurricane_ Zone
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires glazing as shown in CWS-159E, with Kuraray(Dupont) SentryGlas Interlayer per
Miami-Dade NOA 14-0916.11 t in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per
Miami-Dade NOA 16-1117.02t in DP55 units
• Requires Quanex (Mikron) white rigid PVC framing per Miami-Dade NOA 17-0206.1 Ot
t I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 6`h Ed. (2017) Florida Building Code for use in this
product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
+`�Q�; •' G i=1J •, (✓,�vii
Lucas Turner -' No 58201
2017-09-16 n * * ° * = 9/07/2017
07;24+20;00 :�',. STATE of -W.' Lucas A. Turner, P.E.
-i'
�� FL PE #58201
O R l
vvv SS.�••.....° `1�
PICTURE GENERAL NOTES:
— - --- " I C " URE WIN DOW _ LARGE MISSILE-IMPACT PAC - - 0����
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND CT
MANUFAURED •
• TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT WINDOW SYSTEMS
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
731/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
491/4" MAX.OVERALL FLANGE WIDTH
MAX.OVERALL FLANGE WIDTH 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE 8300 PVC
4T 7T NOT LIMITED TO,THOSE SHOWN ON SHEET 2. PICTURE WINDOW
R
MAX UNWIDTH MAX.UNIT WIDTH OIMPACT
451/8" 691/8' 4.DESIGN PRESSURE RATING:
LO GL
GLASS LO DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A ———————————————— GLASS TABLES ASTM E-1300-04e01/09. QZ
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER - Z W O
INFILTRATION TEST PRESSURE AND GLASS TABLES z w�O Q o w
I I I I ASTM E- 1300-04e01/09. w z 0 Z D:I_=F
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MAX. I I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 F-0 ci a��W
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MAX. HEIGHTQ Z Q W Z O,O
OVERALL B I I I B I I } a�ow0=0?
FLANGE I I I I 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT 2 F.H I-
HEIGHT I I I 76" I I REQUIRED. w O
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a
HEIGHT I 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
I I 731/8" I I "�1Uuutbt
GLASS O=FIXED SASH. i4c)M • ttti�
GLASS I I B DLO I I ���,5 P"CEN..
DLO I 8 I I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR JVP. � S41
O I I LOCATION. No 58201 :114
I I e I I a: STATE OF :UZ
-- —==4-- ---------------- ��:•�F•F�OR10PCj�a �:•
$) A N 1ONA,tE���,�
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
NORTH PORT,FL 34288
11:45-04:00 PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY: DATE:
ARCHITECTURAL SHAPES...................2ANY4$"X 72�� +/- 55 PSF ADE 05/05/07
GLAZING DETAILS.................................3
SECTION VIEWS....................................4 NON-HVHZ, +- LARGE MISSILE IMPACT DWG#: REV.:
EXTRUSIONS&B.O.M...........................5 72��X 76��
CWS-159 E
ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/-67.5 PSF SCALE:
INSTALLATION DETAILS.......................8 SHEET
1:20 1 OF 8
J
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
8300 PVC
PICTURE WINDOW
IMPACT
FULL ELLIPSE('OVAL")
FULL CIRCLE z Z o Z <k Z w
TOMBSTONE 0LL ~w�z O W �
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No 58201 —A
OCTAGON yt
TRAPEZOIDy�o STATE OF .:�W
,A' .
r: NOTES:
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:
SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT.
1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 2 OF 8
- Il�/I
--- - - -- - ----
----------- -
--- - -- — WINDOW SYSTEMS ----
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
IMPACT
a z �: azo
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.090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER d H D. W�w
1/8"ANNEALED 3/16"HEAT STRENGTH
QUANEX DURASEAL `� Pr10RE..fT�•••
IG SPACER PURFECT GLAZE"H" 6 PURFECT GLAZE"H" "0.",J� �CENS ••
6 QUANEX DURASEAL � F'•
SIKAFLEX 552 IG SPACER SIKAFLEX 552
No 58201 .11
10 1/2"GLASSBITE 10 I 1/2"GLASS BITE fro: :¢=
70 7 X905'. STATE OF ;�4!`
cm =PE
z�-
GLASS 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 GALE: SHEET
.000 1:1 3 OF8
3 - -- - - — --- --- — — 4— -- -WINDOW SYSTEMS --
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
INTERIOR
7 6 8300 PVC
B 9 9 s PICTURE WINDOW
B 8 IMPACT
7 7
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9�.• STATE OF
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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 B SHEET DESCRIPTION:
SECTION VIEW A-A u
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 u���® .
- -
ITEM PART# DESCRIPTION VENDOR MATERIAL - - WINDOW SYSTEMS- - --
1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE.
2 H-6006B FRAME, PW, MAIN, SILL MIKRON PVC WWWCWS.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 I: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", SIKAFLEX552 HENKEL/SIKA SILICONE ¢ z a z o
9 P-3752 CAP PLUG, 1/2" HOLE M&M SILICONE z w_0o a k Z w
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10 S-6064 GLZ. BE., FXO. (1" O.A. I.G.) MIKRON PVC 0 F w �z 0 x 3
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OO `�OQ:'� SF•'Py`G
z 7/8" No 58201
• �v: :ae
STATE OF f/(/:
11/2" `O,p•.,a P:awe
PVC FRAME FLANGE-H-60066 '•.,c�S•�oaf
�'4Sh
PVC FRAME FIN-H-6006A Z�
va
9/22/2017
LUCAS A.TURNER,P.E.
3" FL PE#58201
7/8° 10 1239 JABARA AVE.
Z 3/16" 6 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M.
DRAWN BY: DATE:
ADE 05/05/07
DWG#: REV.:
CWS-159 E
SCALE: SHEET
1:1 5 OF 8
-- Q29
14'MAX.O.C.(TYP.) 4"MAX.(TYP..) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS
6"MAX.(TYP.) SEE NOTE 2 4"MAX(TYP) SEE NOTE 2 1900 SW 44TH AVE.
6-MAX.(TYP.) OCALA,FLORIDA 34474
---------- ---------- WWW.CWS.CC
I I I I
I I I I 8300 PVC
I I MAxo.c. I I PICTURE WINDOW
INSTALLATION (TYPO I I INSTALLATION IMPACT
ANCHOR(TYP.)
MAX).C. I I ANCHOR(TYP.) I I Z Q
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ANCHOR
LAYOUT FLANGE) ANCHOR LAO (FIN) GQ, OR�fJY'01,DP+ 55PSF + SSPSF � . �fTG.��1Z��i
No 58201 .�9
STATE OF :40
NOTES: ,i���ts�ONA„O, ��,�
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 ;4zCONSTRUCTED 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 S. 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.
FLPE01
BE PROTECTED TO PREVENT REACTION. # A
123399 JA AVE.BARA 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 8
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/AAMA200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMANVDMA300(EXTERIOR DOORS) 1.20 6 OF 8
4-MAX.(TYP.) 8-MAX.O.C.(TYP.) WINDOW SYSTEMS----
6"MAX. TYP. 7 5/8"MAX.O.C.(TYP.) 1900 SW 44TH AVE.
(TYP.) SEE NOTE 2 4"MAX,(TYP,) SEE NOTE 2 OCALA,FLORIDA 34474
6-MAX.(TYP.) WWW.CWS.CC
———————————————— ————————————————
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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 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.
8201
BE PROTECTED TO PREVENT REACTION. FL # A
1239 JABARA 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 PRODUCTAND 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 u: 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), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(E)CTERIOR DOORS) 1:20 7 OF 8
MIN.
--- _ _ -- EMBEDMENT I MN9(m
Y OTHRS WINDOW
TABLE 1 SUBSTRATE
TYPICAL HEAD ANCHORAGE SYSTEMS•-P�v\/
-
1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE 1900 SW 44TH AVE.
SEE TABLE 1 BY OTHERS
PEE
DIST. SEE TABLE 1 OCALA,FLORIDA 34474
E 1 1/4°MAX.SHIM WWW.CWS.CC
MIN.EDGE DIST.
SUBSTRATE BY OTHERS SEE TABLE 1
SEE TABLE 1
DMENT 8300 PVC
PERIMETER SEALANT E 1 INSTALLATION ANCHOR
BYINSTALLER SEE TABLE 1 Fli PICTURE WINDOW
INSIDE AND OUT OMIN.EMBEDMENT
SEE TABLE 1 IMPACT
FLALANT BENST FLANGE BY INSTALLER L( LJ .SHIM n
LJ Q az00
PERIMETER SEALANT Z W W O Q W W
❑ PERIMETER SEALANT BY INSTALLER W z O Z � F
BY INSTALLER INSIDE AND OUT o ;¢w�Z O m
LL INSIDE AND OUT INSTALLATION ANCHOR Z Z=m Q X W OO O
SEALANT BEHIND SEE TABLE 1 O O I-O Lj Q=F.W
FI NGE BY INSTALLER SEALANT BEHIND Op Z-7 z Z~7 D -
FIN BY INSTALLER z O U` O -j U-
INSTALLATION ANCHOR (�B� HORIZONTAL SECTION Ce HORIZONTAL SECTION } Q CHORAGE X ¢�LL w O 2 O Z
SEE TABLE 1 —— 8 TYPICAL JAMB ANCHORAGE S HEATYPICAL D AND SILL SIMILAR FOR FIN INSTALLATION H 0 O �a W Co w
Lu LL U)W 0 J
o =F-0 0.
w=��
a F a waw
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SEALANT BEHIND u
FLANGE BY INSTALLER `�GQo;.��C ENS�.•�Qti
No 58201
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 '9; STATE OF :�!
O R 10.•'G���•
SEE TABLEE BY OTHERS MIN.EDGE DIST. ,'11SS'�NA
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER B TYPICAL SILL ANCHORAGE Oc
a 9,z/2017
TABLE 1:APPROVED INSTALLATION FASTENERS a
FRA
LUCASFL PE#58 01 P.E.
LANGE CONCRETE(2.0 KSI MIN.) 3116"ITW TAPCON 1-1/2" 1-118" PERIMETER SEALANT 1239 JABARA AVE.
FLANG 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
�D1 HORIZONTAL SECTION SHEET DESCRIPTION:
FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" B BOX FRAME INSTALLATION
3/16"ITW TAPCON HEAD AND SILL SIMILAR 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:
FLANGE
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KW IK-FLEXOR 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" DWG#: REV.;
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED
FLANGE 7/16" INSIDEE AND OUT,,FULL PERIMETER,BY INSTALLER, CWS-159 E
118°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 80F8