HomeMy WebLinkAboutProduct Approval RECEIVED
Planning & Development Services Department
Building & Regulations Division MAY 0 7 2018
Product Review Affidavit ST. Lucie County, Permitting i
n
Building Permit# Owners Name Li clgd)d >'u/ 0brid"LKpplicant: c-.
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Type
Windows +70 L 16y-) 4 Z7.z y
Mullions �1' �(� �✓' Tt c Pv �Jrv� / �'
Fixed Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name: Signature: seal
Design Prof: Cert.No. Date:
rV
Business & Professional Regulation R. � "))
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ba
drOProduct Approval
USER:Public User RECEIVED
Product Aporoval Menu>Product or Acolication Search>Application List>Application Detail
MAY 0 7 2018
• I FL# FL13010-R5
Application Type Revision ST. Lucie County, Permitting
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
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922
FILE
CU49 3
Authorized Signature Kevin Pine
kpine@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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@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 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/07/2017
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 R5 C CAC CAR 138-1357.pd
Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 138-1362.odf
Impact Resistant: Yes FL13010 R5 C CAC CAR 138-562.odf
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 R5 II CWS-433D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R5 AE EvalReoort433D.odf
Created by Independent Third Party:Yes
13010.2 1 PW-8150 PVC Fixed Window PW-8150 PVC F19/Fin Fixed Window,Continuous Head&Sill.
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-261e2.Ddf
Approved for use outside HVHZ: Yes FL13010 R5 C CAC CAR 138-705e2.0df
Impact Resistant:Yes FL13010 R5 C CAC CAR 138-706e2.odf
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. Installation Instructions
Glass complies to ASTM E1300-04. FL13010 R5 II CWS-510C.odf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL13010 R5 AE EvalReDort510C.Ddf
Created by Independent Third Party:Yes
13010.3 i PW-8300 PVC Fixed Window PW-8300 PVC Fixed Window, 120"x 48".
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-258e2.0df
Approved for use outside HVHZ: Yes FL13010 R5 C CAC CAR 138-481e2.0df
Impact Resistant: Yes FL13010 R5 C CAC CAR 138-482e2.odf
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 R5 II CWS-373C.odf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R5 AE EvalReport373C.of
Created by Independent Third Party:Yes
13010.4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fin Fixed Window.
Limits of Use Certification Agency CertMcate 1
Approved for use in HVHZ: Yes FL13010 R5 C CAC CAR 138-1093.odf
Approved for use outside HVHZ: Yes FL13010 R5 C CAC CAR 138-1320.odf
Impact Resistant: Yes FL13010 R5 C CAC CAR 138-250e2 odf
Design Pressure: N/A FL13010 R5 C CAC CAR 138-274e2.0df
Other: Large Missile Impact, See Installation Drawings for FL13010 R5 C CAC CAR 138-457e2.odf
Max. size and DP's. Outer lite must be safety glass above 30 ft. j FL13010 R5 C CAC CAR 138-465e3.0df
in HVHZ. Glass complies to ASTM E1300-04. FL13010 R5 C CAC CAR 138-534.odf
FL13010 R5 C CAC CAR 138-730e2.0df
FL13010 R5 C CAC CAR 138-739e2.Ddf
Quality Assurance Contract Expiration Date
04/29/2018 1
(Installation Instructions
FL13010 R5 II CWS-159E.Ddf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R5 AE EvalReoort159E.0df
Created by Independent Third Party:Yes
PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDQAN SYSTEMS
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1800 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 OCAWWW CFLORI
34474
DEFINED IN ASTM E 1996 PER THE FBC.
481/4• 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3)
MAX OVERALL FLANGE WIDTH MAX OVERALL FLANGE WIDTH 8300 PVC
4..• 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.
IMPACT
451/8' 881/..' 4.DESIGN PRESSURE RATING:
GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
A — — GLASS TABLES ASTM E-1300-04e01/09. ¢ Z 3 a Z p
-POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER H O w O 00
INFILTRATION TEST PRESSURE AND GLASS TABLES 2 w_jp <
ASTM E-1300-04e01/09. O Z t0i��yZZ O cr 3 m
LL Pw
MnA1X/4• 5 INCHORAGE:THE 33 113%STRESS THEDESIGN OF THIS PRODUCT.SEE SHE T 8 FOR ANCHORSE HAS NOT BEEN USED O O�O 6-=OF K
Urns of-uta
731/4' FLANGE DETAILS. W INDLOAD DURATION FACTOR ca=1.8 WAS USED FOR WOOD 2p2 O L9�—Z I...p—
MAX. HEIGHT ANCHOR CALCULATIONS. Q F Z 5 u,z 0,0
F�pE B I B 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q 0 �-C 0L) Z K
HEIGHT 1 7B" REQUIRED, rjj 0 p co Cr p w 2 w
72• O UNIT O 7.ALL FRAMES ARE FULLY WELDED. iMAX LL=0- X M y
wr0 w� rn
y
U�NIT HEIGHT 8.SERIES/MODEL DESIGNATION PW-8300. a W uj 3 a
HEIGHT
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ����rrrrrgrr
1
73 1/8" I O=FIXED SASH. `, ORFW r''i�
/91/8" B DLO ._g P�
GLASS 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR :`VPS•y�C E AIgF.•
DLO
C I LOCATION. �.Ji�' No 58201
:9• STATE OF 141-
8 �40�F'A..O R O P�G\2���
q A '*sslONA-S
e
9/22/2017
LucasTurner LUCAS A.TURNER,P.E.
FL PE#58201
2017-09-22 1239 JABARA AVE.
PORT,FL
11:45-04:00 NORTPHH 941-380-157434288
1380.574288
TRIfFf5MRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES a ELEVATIONS.......1 LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING DRAWN BY. :
ARCHITECTURAL SHAPES...................2ANY 48°X 72�� +/- 55 PSF ADE 05/05/07
GLAZING DETAILS.................................3
SECTION VIEWS....................................4 NON-HVHZ +/-65 PSF LARGE MISSILE IMPACT CWS 159 E
EXTRUSIONS 8 B.O.M._........................5 72"X 76"
ANCHOR SCHEDULE bNOTES...........-7 HUI Z +/-67.5 PSF SHEET
INSTALLATION DETAILS......................... 1.20 1 OF 8
14^MAX.O.C.(TYP.) -r WINDOW SYSTEMS
6^MAX. TYP.) SEE NOTE 2 4^MAX.(TYP.)--� 6•MAX.O.C.(TYP) -SEE NOTE 2
( 4^MAX(TYP.) 1900 SW 44TH AVE.
6'MAX.(TYP.) -- -- -- - WWW.CWS..CCA 34474
I I I I 8300 PVC
I I e^ I I PICTURE WINDOW
MAX O.C.
INSTALLATION (TYP.) I I INSTALLATION
IMPACT
ANCHOR
14' I I ANCHOR(TYP.) I I
MAX O.C. I I I I Q Z
(TYP.) I I I I H o w 0 w W o O
Z WJO ar0W
Lu Q� r00 �
I I I O I LL W z�3 =
Z Z=2aQ�woo
I I I I O ol-o <Mfr
U U V) Z D-1-V)d
Q p Z U Z o,U
I I I I >- <;Etw-O~OK
II II II a o0 aowww
= w �za paoU)
O WF-O ax >_
a
ANCHOR LAYOUT-(FLANGE I ANCHOR LAYOUT-(FIN)
DP 55 PSF DP+I.55 PSF
�0. STATOR
E
V.
NOTES hSj.oNA;
1.INSTALL ONE ANCHORAT 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 AZ
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#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, 34288
SPECIFIED IN TABLE 1,SHEET 8. PH.941-380--11 574
SHEET D SCRIPTION:
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-TC-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. 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 III: 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: AL ` SHEET
FMA/AAMA 100(FIN W INDOWS),FMAIAAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS).FMA/AAMAANDMA 300(EXTERIOR DOORS) 1.20 6 OF 8
MIN.EMBEDMENT
STRATE
TYPICAL HEAD ANCHORAGE SEE TABLE 1 BY OTHERS WINDOW SYSTEMS
114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBS7FL4TE 1900 SW 44TH AVE.
BY OT
MIN.EDGE DIST. SEE TABLE 1 SEE TAB ES1 OCALA,FLORIDA 34474
SEE TABLE 1 114"MAX.SHIM WWW.CWS.CC
SUBSTRATE BY OTHERS MIN.EDGE DIST.
SEE TABLE 1 SEE TABLE i
MIN.EMBEDMENT 8300 PVC
PERIMETER SEALANT
SEE TABLE 1 INSTALLATION ANCHOR
BY NSTALLR SEE TABLE 1 PICTURE WINDOW
MIN.EMBEDMENT
INSIDE AND OUT S E ABLE 1 IMPACT
SEALANT BEHIND 74
FLANGE BYINSTALLERJ
114'MAX.SHIMQ ? 3: Q Z 3
PERIMETERSEALANT Z W-i O Q r O W
PERIMETER SEALANT BYINSTALLER WINSIDE AND OUT O Z VOI }O It 3 ata
BYINSTALLER LL Q W 3 Z 2
F-3
INSIDE AND OUT SE TABLE 1 ANCHOR z0 2 O .�W O Oa,
SEALANT BEHIND U U D. 0.
FLANGE BY INSTALLER SEALANT BEHIND (n
FIN BY INSTALLER Z OO L9 Oy z j U N
INSTALLATION ANCHOR B HORIZONTAL SECTION C HORIZONTAL SECTION Q F Z p O u.Z
SEE TABLE B TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE >- <3 O LUf-=O_
HEAD AND SILL SIMILAR FOR FIN INSTALLATION Q a: [A U Z'6
0C3wU. NOW(nw
3 cnW OJcnF-
�a 3wN
,���"uuuppr�
SEALANT
1/4'MAX.SHIM +++%% P,jAOREW T1,4i
EHIND
FLANGE BY INSTALLER
♦♦�Opy"•��GE N,qg�
zv: No 58201 •�10-
PERIMETER
-PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE I �9�; STATE OF :mow:
�i� �O R 10 P,.O��`♦
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN.EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW A VERTICAL SECTION
HEAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE
zz
_-JABLE-f.APPROVED INSTALLATION FASTENERS 9/22/2017
LUCAS A.TURNER,P.E.
rFLANGE
SU TE-TYPE ANCHOR TYPE MIN.EM MIN.EDGE DIST. FL PE#58201
SNCRETE KSI MIN.) 3116"ITW TAPCON 1-1 1-1/8' 1239 JABARA AVE.
PERIMETER SEALANT NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BYINSTALLER
NCRETE(2.B5 KSI MIN.) 3/16'ELCO U EON' 1" 1' INSIDE AND OUT PH.941-380.1574
.-lam D HORIZONTAL SECTION S E ESCRIGRO CMU ASTM ELCO ULTRACON 1-114" 2-1/2" B BOX FRAME INSTALLATION
FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3116"ITW TAPCON 1-318" 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 1-318" 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
FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 0
FLANGE 1/8'ALUM.(6063.75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16" 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 ASALE: SHEET
FIN2X MIN.SOUTHERN PINE(G=0.55) #B WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. 1:2 8 OF 8
nl
rn
Business & Professional Regulation ."
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Product
Approvaloa Y USER:Public
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Product Approval Menu>Product or Application Search>ARplication List>Application Detail RECEIVED
. • FL# FL5823-R8 MAY 0 7 2018
.•.
Application Type Revision
Code Version 2017 L
ucie County, Permitting
Application Status Approved
Comments
Archived
ILE
Product Manufacturer Custom Window Syste Inc.
Address/Phone/Email 1900 SW 44th AvenueC00V
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL5823_R$_QQI_EvalReport155D.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D MA/CSA/101/I.S.2/A440-05 2005
ASTM E1886-02 2002
ASTM E1886-05 2005
ASTM E1996-02 2002
ASTM E1996-05 2005
PA/TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 1 02/2017
Date Approved 12/12/
Summary of Produ \
FL* Model,Number or Name Description
5823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact)
Limits of Use Installation Instructions
Approved for se in HVHZ:Yes FL5823_RB_II CWS-155D.pdf
Approved for u outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistan Yes Created by Independent Third Party:Yes
Design Pressure: Evaluation Reports
Other:Large Missile,see I a on dwgs.for Max.size and FL5823 RB_€valReport155D.p ff
OP.Outer lite in I.G. must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ.Glass complies to ASTM E3300-04.
5823.2 SH-8100 Cont. Hd.&Sill SH-8100 Cont. Hd. &Sill(double Single Hung),Impact, 74
1/8"x 63".
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 RS_II CWS-440C,pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Max. unit size 72-7/8"x 61-3/4".Outer lite in I.G. FL5823 RR8 AE Eva Report440C.pdf
must be safety glazed when used above 30 ft.in HVHZ. Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
5823.3 SH-8100 Cont.Hd.&Sill SH-8100 Cont.Hd.&Sill(double SIngle Hung),Impact,74
1/8"x 72'.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 RB 11 CWS-491C.pdf
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+67.5/-67.5 Evaluation Reports
Other: Large Missile, DP= +/-67.5 psf,Max.size 74-1/8'x FL5823 R8 AE EvalRegQrL C.pdf
72".Outer lite in I.G.must be safety glazed when used above Created by Independent Third Party:Yes
30 ft.in HVHZ.Glass complies to ASTM E1300-04.
5823.4 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w.HD FMR, 5 HI
sash.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL5823 R8 11
Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +70/-70 Evaluation Reports
Other:Large Missile,52"x 96"w/5 HI sash, +/-70 psf. FL5823 Rport295E.Ddf
FLANGE ONLY.Outer lite in I.G. must be safety glazed when Created by Independent Third Party:Yes
used above 30 ft. In HVHZ.Glass complies to ASTM E1300-04.
Bac1 Next
Contact Us::2601 Blair Stone Road Tallahassee Fl 32399 Phone:850-487-1824
The 5tate or Florida Is an A/ eecr employer.coorrtaht zoo7-2013 stege of Florida ::privacy Statement::
Under Florida law,email addresses are public records.If you do not want your e-mall 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 tontact 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 dick bgL.
Product Approval Accepts:
15'MAX O.C.(TYP) WINDOW SYSTEMS
6'MAX(TYP.) 4"MAX.(TYP.) 8"MAX G`t:.(n'P.) 1900 SW 44TH AVE.
4"MAX.(TYP.) OCALA,FLORIDA 34474
6'MAX(TYP.) 4' MAX.(TYP.) 6•MAX.D.C.(TYP.) WWW.CWS.CC
-� - ANCHOR AT MIDSPAN(TYP.)---
6•MAX.(TYP.) 4'MAX.(TYP.)�.
T 6'MAX.(TYP.) 8100 PVC
6 -- Lo
SINGLE HUNG
14" O MAX.o.C. OMAX.O.C. (IYP) IMPACT
(TYP.) I B"
1013116• O MAX.O.C. Q ? ¢ o
v1 w MAX.O.C. (TYP.) z o w 0 w0►rtoRAa (TYP.) w z O ,kKmOE a (TYP.) .._ z z LLI H�5 x
4'(TYP.) �MraRal. ¢_ �X X 4"(TYP.)J Q QZ��ZU�Z200u (3n >- ¢30w—x0_
1f x cf)()~z
li 0�wu}i�w�w
IL i—o Q o0
0 wFx-O o_xIm
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) A CHOR LAYOUT- FLANGE ANCHOR LAYOUT-IFIN) a a Lu 3 w
SIZES OVER 36"x 62" SIZES OVER 36"x 62" SIZES 36"x 62'AND UNDER ' SIZES 36'x 62"AND UNDER _cL
01,101110
\ PNORE4V,..
v: No 58201cr
IM
0. STATE OF
NOTES: ,,fill ENG`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.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. y�
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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#58201
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 6. 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.
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
INSTALLATIONS TOHOLLOW 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:
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. ADE 06/10/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. owcx: REV.:
CWS-155 D
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ALE:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SHEET
5 OF 6
MIN.TAEMBEDMENT
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATE
BY OTHERS �ktEMS
MIN.EDGE DIST. 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRATE
SEE TABLE 1 SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. -
SUBSTRATE BY OTHERS---. 1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474•
SEE TABLE i
W W W.CW S.CC
MIN.EMBEDMENT MIN.EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 SEE TABLE 1
Z 8100 PVC
INSIDE
R INSTALLATION ANCHOR SINGLE HUNG
INSIDE AND OUT SEE TABLE i
SEALANT BEHIND
SEE TABLE 11 ENT IMPACT
FLANGE BY INSTALLER 114"MAX.SHIM
Z Q
PERIMETER SEALANT EL w J O Q 1 w-O w
PERIMETER SEALANT BY INSTALLER Z O Z w F Z I-
BY INSTALLER INSIDE AND OUT a co�>-O rr§w
INSIDE AND OUT T BEHIND SEE INSTALLATION ANCHOR LL TABLE 1 p FZ-Lu p a�w p O
SEE TABLE I ANCHOR
FLANGE BY INSTALLERSEALANT BEHIND O O��Ll D'�y 0.
FIN BY INSTALLER Z ZcU' Z F- (nHORIZONTAL SECTION l rsQ7 HORIZONTAL SECTION 'Z�' L—U M O LL V
8 TYPICAL JAMB ANCHORAGE HEAD AND TYPICAL ISILL SIMILAR FOR FIN INSTALLATION 6 O O N V N ANCHORAGE >_ 3:OWF=�O C6
LL� NOW0r
Z=a IYO
—�
wQ.=
1/4"MAX.SHIM a o_ w�LU
SEALANT BEHIND
FLANGE BY INSTALLER LOREW
.......
PERIMETER SEALANT
MIN.EMBEDMENT VP.•�\C E NgF
BY INSTALLER SEE TABLE 1 �r' No 58201 *.'P
SUBSTRATE
INSIDE AND OUT
SUBSTRATE BY OTHERS %9 STATE OF :YID
SEE TABLE 1 MIN.EDGE DIST. 1
0�6`S'� O R 1 r'G�?.`�
(2-:) VERTICAL SECTION SEE TABLE 1
TYPICAL SILL ANCHORAGE
X�
TABLE 1:APPROVED INSTALLATION FASTENERS 9/22/2017
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E.
CONCRETE(2.0 KSI MIN.) 3/16"INV TAPCON 1-1/2" 1-1/8" FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
LA E OLLOvV OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1' 2" BY INSTALLER NORTH PORT,FL 34268
FLA CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1• INSIDE AND OUT PH.941-380-1574
D HORIZONTAL SECTION
FLANGE GROUT-FILLED CMU(ASTM G90) 3/16"ELCO ULTRACON 1-1/4" 2-112" 1 SHEET DESCRIPTION:
�/ BOX FRAME INSTALLATION
FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3116.17W TAPCON 1-3l8" 7/8" 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: ATE:
FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10.16 HILTI KW IK-FLEX OR ITW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED:
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" ADE 06/10/08
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 DWG -RTV.--
FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-155 D
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
FIN 2XMIN SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET
1:2 6 OF 6
00-
-7-7.
D.77. I sr
Business • Professional Regulation
SCIS Home Log In ; User RegbWMM 1 Mot T.00 Sdxa Sunyi W Stats&fads Pumi FBC Staff SCIS Site Map Links Search
� - ----..
k Product Approval RECEIVED
d-oor
glad 4 USER:Public User -
Product Approval Menu>Product or Application Search>Application List>Application Detail MAY O / 2018
FL# FL16177-
ST. Lucie County, Permitting
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Syst '
Address/Phone/Email 1900 SW 44th Avenu
Ocala, FL 34474
(352)368-6922 Ext 5
I L E C 0
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Tumer
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R2 COI EvalReoort812C.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM F-1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
J Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/28/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
f Products
L# Model,Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits Use Installation Instructions
Appro ed for use in HVHZ: Yes FL16177 R2 II CWS-812C.Ddf
Appr ved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201
Im ct Resistant: Yes Created by Independent Third Party: Yes
D Ign Pressure: +70/-70 Evaluation Reports
ther:SH-8100 DVC Impact,no sill anchors required.Safety FL16177 R2 AE EvalReoort812C.Ddf
glazing required on outer lite above 30 ft. in HVHZ. Glass Created by Independent Third Party: Yes
Complies to ASTM E1300-04.
Sack
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 emaiis 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 dick here.
Product Approval Accepts:
ME ®® Isc1
Credit Card
Safe
GENERAL NOTES:
SINGLE HUNG - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT NVINDOVV SYSTEMS
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALk FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWA.CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53 118"MAX.OVERALL FLANGE WIDTH 8100 PVC
3.CONFIGURATIONS:"O/X•. SINGLE HUNG
51 71'MAX UNIT WIDTH
4.DESIGN PRESSURE RATING: IMPACT
47 8/t/t8"GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER _j Z Q ?�
-- -- -- INFILTRATION TEST PRESSURE AND GLASS TABLES S L w O ~w O O
ASTM E-1300 04e01/09. w Z O 2 O t fw_
W. _ __ I _ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED a w ZrZ 3 3
MAX. -- IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR my
Z = Q
OVERALL I I I DETAILS. WINDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD O o 0)�ci N a
ANCHOR CALCULATIONS. o Z—0 Z Z�v In
HEIGHT B O I B 2.13116" Z O O L)a)
GLASS 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE ¢ F V 2 Z O-U
DLO NOT REQUIRED. �.?_Z
I I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT W O O�rn O w y w
61314" I I 02
ZLL( E Opo)
MAX USED AT FIXED MEETING RAIL AND JAMB. 0 w 4 ff_
UNIT O
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. _ K w 3 w
a a D-
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
30 3118' I I vr
X=OPERABLE SASH,O-FIXED SASH �� ,P GEES
i
28 ly
7!8' 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
MAx SA H Gig LOCATION. I No 58201 •'��
HEIGHT xDLO =
B 11.EXTERNAL WEEP SLOT=1/4"x 1-1/4"LOCATED 4'FROM BOTH ENDS.
6 '
t r
S9' STATE OF JAU
Cli
.0 R t
LucasTurne
o A r
451!16'
2017-09-22
GLASS D1O 13:36-04:00 9122/2017
483/8•
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS
ORAWNSY: DATE:
GENERAL NOTES a ELEVATIONS.....1 DESIGN PRESSURE BAT 06/18/12
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING
bwg-i-NEW-
SECTION VIEWS.................................3 RATING
EXTRUSIONS 8 B.O.M........................4 CWS-812 C
ANCHOR SCHEDULE BNOTES.........5 51-7/8"x 61-3/4" +/- 70 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS....................6 1:15 SHEET
1 OF 6
6'MAX.(TYP.) 17"MAX.O.C.(TYP.)
VVIN��EMS
6'MAX.(TYP) 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
-- -- -- WWW.CWS.CC
SEE NOTE 2
10 7/2, 1 1 8100 PVC
MAX O.C. SINGLE HUNG
(TYP.)
L O INSTALLATION IMPACT
ANCHOR(TYP.) ZZ
I I H Q�OWoO
w ZOz X--t=
O arn�}00=�m
-�mrowu Z OZ=O'zij
4"(TYP.)JrJ N d
_�
1 1 z 00 U y--no-
U)7 V-
> '20OO�
T �� FFt�--Utztn
MAX O.C. w LLO Ow U)O Wtnw
(nW OJ(nF-
(TYP.) I I aW F OQ, W S >-
4 I a n R.
EL
��rpprrrngrr,
Al'(TYP,) '' -- -- ♦♦,�� pt•10RE4y
4"(TYP.) NO ANCHOR UIRED IN SILL •No 58201••���1�'
ANCHOR LAYOUT-(FLANGE) ro a:
�Q1 STATE OF :��L
NOTES: rl�iiStONA�rEp�♦♦w
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL.
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. �Z
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 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#58201
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 6.
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 CESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND
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,i"FOR WOOD AND METAL. -DgxwRw—. DATE
S.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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. bw-O '
CWS-812 C
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS:
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS) SHEET
1:15 5OF6
TYPICAL HEAD ANCHORAGE
MIN.EMBEDMENT QMEMSW
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 H AVE.
1/4•MAX. BY OTHERS 1900 SW SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS WWPT.CWS.CC
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 MIN.EDGE DIST.
BY INSTALLER SEE TABLE 1 8100 PVC
INSIDE AND OUT SINGLE HUNG
INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1 IMPACT
FLANGE BY INSTALLER 1/4'MAX SHIM
z aZ3
�- pW0 QWOW
o loo O�Zm
BYYIINSTTER ALLERSEALANT LL O2 W O
INSTALLATION ANCHOR INSIDE AND OUT ()U)�-ci a r y IL
m
SEE TABLE 1 SEALANT BEHIND C Z—j Z Z 17--p V�
FLANGE BY INSTALLER p Z U jQ Z O LLU
> F�LLpWOZO2
CONTINUOUS DOUBLE 3/16'BEADS OF LS 1 HORIZONTAL SECTION ¢ Q V C Z N
TREMGLAZE U1800 SEALANT AROUND 8 TYPICAL JAMB ANCHORAGE p p }25�+O m
PERIMETER AT ALL INDICATED POINTS LL to W cn 0 W In W
BETWEEN FRAME AND BUCK BY INSTALLER. IL W 4 0. O N N
_w}
1/4'MAX.SHIM Dom. ~ a w 3 d to
SEALANT BEHIND
FLANGE BY INSTALLER
OREW
PERIMETER SEALANT ��6: �- F•'�'�i
MIN.EMBEDMENT .J• 'to
BY INSTALLER SEE TABLE 1 v C No 58201 L 1�
INSIDE AND OUT
SUBSTRATE BY OTHERS �90••..STATE OF ;�4/�
SEE TABLE 1 ii C O*'•\�0
SEE TABLEDIST, � ......R 1•,�0,,•
q VERTICAL SECTION moil,
8 TYPICAL SILL ANCHORAGE
9/22/2017
---- LE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
TRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE N.) 31TAPCON 1-1/2" 1-1/8"
HO OR GROUT-FILLED CMU 117 PCF MIN.) 3116'ITW APCON 1" 2" IN INSTALLER NORTH PORT,FL 34288
( INSIDE AND OUT —\ PH.941-380-1574
CONCRETE(2.85 KSI MIN.) ELCO ULTRACON 1" 1" t C i HORIZONTAL SECTION
BOX FRAME INSTALLATION 8 EETDESCRIPTION:
G 3116"ELCO ULTRACON 1-114' 2-1/2' HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3116'ITW TAPCON INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 1-3/B" 7/6"
OR ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8' 7/8" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD BAT 06/18/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" MIN,1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED bWG♦ REV.:
1/8'ALUM.(6083-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-812 C
7/16• -PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. GALE SHEET
1:2 6 OF 6
LL'
Business & Professional Regulation NEW,
r
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ! FBC Staff ' BCIS Site Map links Search
Florida Y
1 I �,`, urea:aProdueliAPProval
al
RECEIVED
Product Approval Menu>Product or Application Search>Agplication List>Application Detail MAY 0 7 2018
FL# FL9520-R7
Application Type Revision
L
Lucie County, Permitting
Code Version 2017
Application Status Approveds
FcoE o
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@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 Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
(352) 368-6922 Ext 221
amonteverde@cws.cc
Category Windows
Subcategory Mullions
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A.Turner
Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL9520 RZZ—COI—EvalReport836B.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA 450-10 2010
ASTM EIB86-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL9520 RZ_L9Uiv FL9520 EDuiv�p-df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval 10/05/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
9520.1 3"Alum.Tube Mullion 3"Alum.Tube Mullion,Horizontal&Vertical, Fin&Flange
applications. (IMPACT)
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL9520_R7_II A6S-836B.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
Impact Resistant: Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and FL9520_RZAE_ valR port836B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.2 4"Alum.Tube Mullion 4"Alum.Tube Mullion,Horizontal&Vertical,Fin&Flange
applications. (IMPACT)
Umits of We Installation Instructions
Approved for Ise In HVHZ: Yes FL9520 32_LCWS-8378.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions and FL9520 R7=EEvalReport837B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
9520.3 5 1/2"Alum.Tube Mullion 5 1/2"Alum.Tube Mullion,Horizontal&Vertical,Fn&Flange
applications. (IMPACT)
Umits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9520_R7_ILCWS-8386.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A.Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions andFL9520_R7_AE EvaiR port838B.pdf
Evaluation Report for complete list of Limitations and Created by Independent Third Party:Yes
Conditions of Use.
00
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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
mall 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
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GENERAL NOTES: //l�q(7�7(J��v({�}((��/��y�1�U•
3" PVC MULL BAR - LARGE MISSILE IMPACT 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH WINDOW SYSTEMS
SHOWN WDIFFERENT OPTIONS THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH 1800 SW 44TH AVE.
VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 S E.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. 34474
W ALA,FLORIDAFL RI
Cc
2.CONFIGURATIONS(SEE SHEETS 2-3):VERTICAL OR HORIZONTAL.
3.SEE MULLION CHARTS FOR MAX.DESIGN PRESSURES AND LENGTH. 3" PVC
(REFER TO SHEETS 2-3) MULL BAR
4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT
DESIGN OF THIS PRODUCT.SEE SHEETS 9-10 FOR ANCHOR DETAILS.WINDLOAD
DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
O < 3 aZ0
5.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. p w p 4 w 0 O
WJO LZW
6.DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER p a O Z}O 0 —m
ANCHORCUP ANCHOR CLIP DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS. Z F-w Z H R. =
A C 7.DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT O �y O-U-%L-00 F- d
g 7 APPLY ONLY TO THE MULLION.WINDOWS MUST BE APPROVED UNDER SEPARATE 0 Z—j—Z 7 to
APPROVAL. Z O U 0)Z s V—
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O 6 O I O 6 RESPONSIBILITY
SELECTING
APPLICAB EN
LOCAL LAWS,BUIDING CODES,ORD ANCES OR OTHER SAFTEY Q FENESTRATION PRODUCTS TO MEET ANY ��j O h
REQUIREMENTS RESTS SOLEY WITH THE ARCHITECT,ENGINEER OF RECORD, 0 W m DO N w
BUILDING OWNER OR CONTRACTOR. 0. ?—(L p CO
w 0 a= >
9.SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS a m 1,3 a rn
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
XVANCHOR
X CUSTOM WINDOW SYSTEMS,INC.AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM. "tp61IIgor"i
10.VERTICAL MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE �.�`��PN�RK TG��i
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED,AND MULLIONS ARE ANCHORED AS ���G •- E IY
SHOWN HERE IN.
O F E v: No SB201 9
10 10 9 11.HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT. * y�
VERTICAL MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER. --v-
EXAMPLE
-v:EXAMPLE HORIZ/.VERT.MULLION Z V. STATE OF ;sur
FOR SECTION VIEW ONLY '�4��FS•�[O R tQ�p �r%
ANCHOR CLIP **,W/ONA�E�,O�
Lucas
Turner
2017-09-28 .y-
0 O 07:12+20:00 9/26/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
X X SHEET DESCRIPTION:
TABLE OF CONTENTS (� GENERAL NOTES AND
U ELEVATIONS
GENERAL NOTES&ELEVATIONS...............1 DRAYM BY: DATE:
DP CHARTS.................................................2-3 ADE 09127!12
BOM&EXTRUSIONS.....................................4 ANCHOR CLIP
EXTRUSIONS................................................5 .:
SECTION VIEWS.........................................6.7 EXAMPLE VERTICAL MULLION FOR CWS-836 B
CONFIGURATIONS&ANCHOR NOTES.......8 PVC WINDOWS FOR SECTION VIEWS ONLY
INSTALLATION DETAILS..........................9-10 SHEET
1.25 1 OF 10
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3" PVC
MULL BAR
IMPACT
RETRO FIT '#CZ&D
" CLIP
MULL BAR CLIP H END OF MULL Q Z 3 Q Z O
NWO
MULL BAR MULL BAR Z W� Q Z
W ZOZ w
o < j 033=INSTALLATION ANCHOR INSTALLATION ANCHOR 0 L)y�L 'm aSEE TABLE 1 SEE TABLE 1 p Z WZZ ySEALANTALONG ADD STRUCTURAL ELEMENTS SEALANT ALONGADD STRUCTURAL ELEMENTS F Z L) QLLC)
OUTSIDE EXPOSED - _ M LL BQARTO MAKE LEVEL FOR OUTSIDE EXPOSEDMULL BBADRTO MAKE LEVEL FOR } §�O W H OZ
EDGE BY NSTALLER EDGE BY INSTALLER Q U Z 2PERIMETER SEALANT PERIMETER SEALANT OLLu)�ai o W U)wBY INSTALLER MIN.EMBEDMENT BYINSTALLERMNV.EMBEDMENT Z N d 0 p U)aj
INSIDE AND OUT INSIDE AND OUT
SEE TABLE 1 SEE TABLE 1 0 W It 3 to
CL
SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS
SEE TABLE 1 SEE TABLE 1 MIN.EDGE
MIN.EDGE DIST. SE�ETABLEDIST. ,,� ,IREW ,,,
SEE TABLE I ���, PN�......
D VERTICAL SECTION E VERTICAL SECTION �� 9••'C ENS'-.
9 TYPICAL FLANGE(RETRO FIT)ANCHORAGE 9 TYPICAL FLANGE("L'ANGLE)ANCHORAGE jV�.•'•�� R
HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION HEAD AND JAMBS SIMILAR FOR FLANGE INSTALLATION No 58201 :11 L
�: STATE OF
i�1`�•o(O R 10�;Q�c��;
8 solipsist,
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9/26/2017
NOTES: LUCAS A.TURNER,P.E.
FL PE#58201
P INSTALLATION FASTENERS1.BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME. 1239 ABARA AVE.
SUBS AN MIN.EMBEDMENT MIN.EDGE DIST. 2.SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT,FL 34288
RZIN
{2fl N.) 3/18' 1' 3' AFTER INSTALLATION. PH.941-380-1574
(2.85 KSI MN.) 3/18'ELCO ULTRA 13/4' 1" SHEET
3.RECESS RETRO MULLION CLIP 3/8'MAX.FOR CLEARANCE OF WINDOW INSTALLATION DETAILS
GROUT-FILLED CMU(ASTM C-90) 1/4"ELCO ULTRACON 1.1/4' 2-1/2" UNIT AS NEEDED.3/16"ITN TAPCON FLANGE
UTHERN PINE(G=0.55) OR ELCO ULTRACO 1-3/8' 7/B" 4.FOUR(4)ANCHORS REQUIRED PER"T"MULL CLIP,SEE SHEETS 2-3. DRAWN BY: DATE::0.58) #10 WOOD SC 1 3!B' 7!8" THREE(3)ANCHORS REQUIRED PER"L'MULL CLIP,SEE SHEETS 2-3. ADE 09/27/12
lZ
(0.060' _ IfW FULL THREAD 7/16, S.SEAT MULLION TIGHT TO MULL CLIP. DWG
(33 KSI YIELD MIN) TEKS SELF2CREW THRU 0.060" 6,FOR ANCHORAGE DETAILS FOR THE WINDOW,REFER TO THE WINDOW CWS-83 B
1/8"ALUM.(8083-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD 7/16• SPECIFIC INSTALLATION DETAILS. SHEET
118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125' 1.2 9 E T