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Code Version 2017 FL# 15810.2
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Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-ARplications
FL# Type Manufacturer Validated By Status
FL15810- Revision Custom Window Systems Inc. Steven M. Approved
R4 pFL#��FL`iS810.2. Urich, PE
History. Model.`PW=3300 (717) 317-8454
Description: PW-3300(was 4700)Insulated and Mono Impact Aluminum Fixed
&Geometric Windows
Category:Windows
Subcategory: Fixed
LL_'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_Ist.aspx 7j 1/1
JGlMeso �
8/9/2018 Florida Building Code Online
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(•jR j'..1)Product Approval
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL15810-R4
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
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 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/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqueg1%2bT71%2fF15Pv9wQAuuzVyx1CQlnSyaxxptz4wGCSxA%3d%3d 1/3
8/9/2018 Florida Building Code Online
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/09/2017
Summary of Products
FL# Model,Number or Name Description
15810.1 PW-3150 PW-3150(was 3750),Aluminum Fixed Window,Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15810 R4 C CAC CAR 138-1027.pdf
Approved for use outside HVHZ:Yes FL15810 R4 C CAC CAR 138-1028.pdf
Impact Resistant:Yes FL15810 R4 C CAC CAR 138-1034.pdf
Design Pressure: N/A FL15810 R4 C CAC CAR 138-1043. df
Other: Large Missile Impact,see installation drawings for DP FL15810 R4 C CAC CAR 138-503.pdf
and sizes.Glass complies with ASTM E1300-04. FL15810 R4 C CAC CAR 138-504.pdf
Quality Assurance Contract Expiration Date
05/21/2019
Installation Instructions
FL15810 R4 II CWS-810B.pdf
Verified By: Lucas A.Turner PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
1`1_15810 R4 AE EvalReport810B.pdf
Created by Independent Third Party:Yes
15830:2'" PW-3300 PW-3300(was 4700)Insulated and Mono Impact Aluminum
Fixed&Geometric Windows
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15810 R4 C CAC CAR 138-1606.pdf
Approved for use outside HVHZ:Yes FL15810 R4 C CAC CAR 138-1607.pdf
Impact Resistant:Yes Cf5870-R4`C'CAC-CAR'138=1608:pdf j
Design Pressure: N/AQuality Assurance Cont"r`act Expiration Date
Other:76"x 60"to a DP+/-65 and 74"x 37"to a DP+/-80. 08/05/2020
Installation Instructions
--FL'15810-R4 II CWS-STID-pdf_---�---
'-=-Verified"sy-L`ucas Tiifner,`PE-FL PE-58201
Created by Independent Third Party:Yes
Evaluation Reports
FL15810`R4`AE EvalReport811D.pdf,-
"Created-by'Independent Third Party:Yds
15810.3 PW-3300 PW-3300(was 4700)Aluminum Fixed Window,Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15810 R4 C CAC CAR 138-1029.pdf
Approved for use outside HVHZ:Yes FL15810 R4 C CAC CAR 138-1030.pdf
Impact Resistant:Yes FL15810 R4 C CAC CAR 138-1041.pdf
Design Pressure: N/A FL15810 R4 C CAC CAR 138-1042.pdf
Other:Large Missile Impact,see installation drawings for DP FL15810 R4 C CAC CAR 138-505.pdf
and sizes. Glass complies with ASTM E1300-04. FL15810 R4 C CAC CAR 138-506.pdf
Quality Assurance Contract Expiration Date
05/21/2019
Installation Instructions
FL15810 R4 II CWS-811D.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL15810 R4 AE EvalReport811D.pdf
Created by Independent Third Party:Yes
Sact< Next
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:
[FOE-71 59—ml
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquegl%2bT71%2fF15Pv9wQAuuzVyxlCQlnSyaxxptz4wGCSxA%3d%3d 2/3
8/9/2018 Florida Building Code Online
Credit.Card
Safe
https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquegl%2bT71%2fF15Pv9wQAuuzVyx1 CQInSyaxxptz4wGCSxA%3d%3d 3/3
1 I
PICTURE WINDOW.- IMPACT GENERAL NOTES:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION 1900 SW 44TH AVE.
774"FLANGE WIDTH INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR OCALA,FLORIDA 34474
WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER WWW.CWS.CC
76"UNIT WIDTH THE FBC.
A 7 B^GLASS DLO A 2.GLAZING DETAIL:(SEE SHEET 2) 3300 ALUM.
61 4•l — — ——— —————---— 3.CONFIGURATIONS:"O" PICTURE WINDOW
IMPACT
FLANGE 4.DESIGN PRESSURES:
HEIGHT -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-0401/09. UJ 0
I IOSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER z w o o < Z w
B I I B INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04e01/09. o con >.O--m_
I z zmm<~Luo_
60" I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE O O I-O - w O O
UNIT O DESIGN OF THIS PRODUCT. SEE SHEET 7 FOR INSTALLATION DETAIL.WIND O O W�Z a
HEIGHT 6 LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR ? 001-Z j V N
I I CALCULATIONS. } ¢3¢L w 0=LL
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578 I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT F 0 O
GLASS I REQUIRED. w LL v1 w C)O J U)F
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7.ALL JOINTS CAN BE EITHER MECHANICALLY FASTENED OR WELDED AT THE w~ w w U)
MANUFACTURER'S DISCRETION.SMALL JOINT SEAM SEALANT USED AT ALL
— ------ JOINTS.
A
8.SERIES/MODEL DESIGNATION PW-3300. (A.K.A.PW 4700) P,,......,.
9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: ��fNo 58201
7 8"FLANGE WIDTH O=FIXED LITE
748"UNIT WIDTH
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. %53; STATE OF
714•GLASS DLO ��o'.
38.1 ------ ' OR%p5����
FL GGT .......�h�10NA 1%,
LucasTurne
37—
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UNIT
HEIGHTQ 2017-09-22 Z
34I 14:21-04:00 9/22/2017
GLASS I LUCAS A.TURNER,P.E.
DLO FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
TABLE OF CONTENTS ELEVATIONS
GENERAL NOTES&ELEVATIONS...........1DESIGN PRESSURE DRAWN BY: DATE:
GLAZING DETAILS....................................2 MAX. UNIT SIZE RATING IMPACT RATING ADE 07/12/12
ARCHITECTUAL SHAPES.........................3
SECTION VIEWS.......................................4 76"x 60" +/-65 PSF LARGE MISSILE IMPACT DWG#: REV.:
BOM AND EXTRUSIONS...........................5 CWS-811 D
ANCHOR SCHEDULE&NOTES...............8 74-1/8"x 37-1/16" +/- 80 PSF LARGE MISSILE IMPACT SCALE:
INSTALLATION DETAILS..........................7 SHEET
1:20 1 OF 7
c,�r1<'-S d✓•
DESIGN FIXED
PRESSURE(PSF) MAX.SIZE GLASS WINDOW SYSTEMS
+/-65 76"X 60" A or C 1900 SW 44TH AVE.
+/-80 74-1/8"X 37-1/16" B or D OCALA,FLORIDA 34474
WWW.CWS.CC
7/16"OVERALL 7116"OVERALL 3300 ALUM.
3/16'ANNEALED 3116"ANNEALED
PICTURE WINDOW
.090 SGP INTERLAYER .105 PVB INTERLAYER IMPACT
3/16'ANNEALED 3/16°ANNEALED
Q Z � Q Z
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7.OVERALL
B"OVERALL
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AIRSPACE
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5 SIKA FLEX 552 or PURFECT GLAZE"H' 5 SIKA FLEX 552 or PURFECT GLAZE"H• 9/22/2017
9 LUCAS A.TURNER,P.E.
g FL PE#58201
1239 JABARA AVE.
E11LASSBITE 11 314°GLASS BITE NORTH PORT,FL 34288
11
PH.941-380-1574
.8
•g SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
GLASS TYPE C GLASS TYPE D ADE 07/12/12
DWG#: REV.:
"Setting Blocks per FBC 2411.3.3.1 CWS-811 D
SCALE: SHEET
1:1 2 OF 7
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
3300 ALUM.
PICTURE WINDOW
I I I I IMPACT
/
PENTAGON ------------ z w-j o a IIM
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OW
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9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 A ARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
\ I I
SHEET DESCRIPTION:
ARCHITECTUAL SHAPES
I 1 FIN AND FLANGE
EYEBROW w/LEGS EYEBROW
1/2 CIRCLE I I DRAWN BY: DATE:
------------
ADE 07/12/12
' TWO q:
1/4 CIRCLE 1.SEE SHEET 6 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS CWS-811 D
2.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF RECTANGULAR WINDOWS ON SHEET 1. SCALE: SHEET
3.ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS MUST FOLLOW NOTE 1,SHEET 6.
4.SEE SHEET 5 FOR CORNER ASSEMBLY DETAIL. N/A 3 OF 7
WINDOW
STEMS
YVINDOW sysTEF15
1900 SW 44TH AVE.
OCALA,FLORIDA 34474
WWW.CWS.CC
1 6 5 8
INTERIOR 3300 ALUM.
D PICTURE WINDOW
IMPACT
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6 INTERIOR LUCAS A.TURNER,P.E.
t i FL PE#58201
1239 JABARA AVE.
1 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
SECTION A-A SECTION VIEWS
DRAWN BY: DATE:
ALTERNATE IGU GLAZING DETAIL ADE 07/12/12
DWG#; REV.:
CWS-811 D
-9'C-ALESHEET
1:1.33 4 OF 7
I
PARTS LIST
ITEM PART# DESCRIPTION VENDOR MATERIAL FRAME PROCESSED CONSTRUCTION ����®0.
1 S-1943 Frame all sides Ke mark Aluminum WELDED MITER WINDOW SYSTEMS
2 S-1944 Glazebead Ke mark Aluminum CONNECTION
3 P-5317 WSTP.195 x.187 Flex PVC/80 Duro Ultrafab 7 OCA A, 44TH AVE.
OCALA,FLORIDA 34474
4 P-3516 #8 x 1 1/4"Flat Phil Tek Fastenal Steel www.CwS.CC
5 SikaFlex 552 or Purfect Gaze"H" (2)1/8•DLA.z4'LONG
6 LASS SEE SHEET 2 RODS
INSERTEERTE D INTO 3300 ALUM.
7 P-4144 #8 x 1"Phil Pan W/1/4"Lead Fastenal Steel SCREW BOSS
8 P-3352 Setting Block 85 Dur.1/8"x5/8"x2" FrankLowe Rubber AT MITER PICTURE WINDOW
9 S-1968 Glazebead I.G. Ke nark Aluminum
10 Aluminum Rod 1/8"Dia x4" Aluminum CORNER: CORNER MECHANICALLY FASTENED IMPACT
11 Duraseal Spacer Insulated Gass Quanex Butyl MITER CUT&WELD 1:4
a z � azo
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18°
GLAZING BEAD S-1944 I.G.GLAZING BEAD S-1968
FRAME S-1943
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9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
DRAWN BY: DATE:
ADE 07/12/12
DWG#:
CWS-811 D
li SCALE: SHEET
1:1 5 OF 7
6'MAX.(TYP.) 921"MAX.O.C.(TYP.) WINDOW SYSTEMS
SEE NOTE 2 1900 SW 44TH AVE.
101L,'MAX.O.C.(TYP.)
6"MAX.(TYP.) OCALA,FLORIDA 34474
WWW.CwS.Cc
6"MAX.(TYP.) SEE NOTE 2
6"MAX.
3300 ALUM.
------------------- I PICTURE WINDOW
1 I IMPACT
1 2I INSTALLATION
INSTALLATION MAX.O.C. ANCHORS(TYP.)
9 I I ANCHORS(TYP.) (NP') Q Z ao (n z o
MAX .O.C. I O I O Z W W a z W
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ANCHOR LAYOUT-(FLANGE) a F (L Lu�a rn
FOR UNITS RATED 165 PSF
R E W,TG
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%9; STATE OF :amu/`
NOTES: �O�E`
4.
1.INSTALL ONE ANCHOR AT EACH LOCATION.ANCHOR SPACING FOR FLANGE INSTALLATION APPLIES TO ALL SHAPES ALONG ALL FRAME EDGES.SILL ANCHOR 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. xZ
3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 7. 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 7. 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. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE OF 1X BUCKS BETWEEN THE PRODUCTAND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3-9/16"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
ADE 07/12/12
B.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 n: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 7. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-811 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: SCALE: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1.20 6 OF 7
i
TYPICAL HEAD ANCHORAGE INTERIOR MIN.EMBEDMENT 900SW'44 SYSTEMS
SEE TABLE 1 1900 SW 44TH AVE.
MIN.EDGE DIST. OCALA,FLORIDA 34474
SEE TABLE 4 MAX.SHIM WWW.CWS.CC
SEE TABLESUBSTRATE BY OTHERS MI EDGE DIST.
PERIMETER SEALANT SEE TABLE 1 3300 ALUM.
BY INSTALLER MIN. PICTURE WINDOW
SEE TABLE 1 IMPACT
INSIDE AND OUT INSTALLATION ANCHOR
SEALANT BEHIND FLANGE SEE TABLE 1
BY INSTALLER
4 MAX.SHIM Q Z Q Z 3
F- ❑W O ¢W O❑Lu w
0z It
❑ Z(b§>.O��tO
Z I-_W N Q w w o_
INSTALLATION ANCHOR INTERIOR SEALANT BEHIND FLANGE SUBSTRATE BY OTHERS O O O U Q=O
SEE TABLE 1 BY INSTALLER SEE TABLE 1 0 0 CO 1--Z D-F-U)a
PER7_� IMETER SEALANT BY INSTALLER Z ZO O O—Z 5 U
INSIDE AND OUT Q r?,2 ZO=LL Z
I'MAX.SHIM HORIZONTAL SECTION Q O }j O
3 7 TYPICAL JAMB ANCHORAGE W LL rn W rn❑J CD FW-
SEALANT BEHIND FLANGE LL W H O d 02 >-
BY INSTALLERof
PERIMETER SEALANT MIN.EMBEDMENT d D- _ Q.
SEE TABLE 1Irrrrrrrr
IN INSTALLER S� PNORENi 7'G4�i
INSIDE AND OUT r r
SUBSTRATE BY OTHERS ��q�?:•.,O F lys'•.,�P
SEE TABLE 1 JG•'• �' F '•2���
MIN.EDGE DIST. v. No 58201 %13
SEE TABLE 1
AVERTICAL SECTION '9•; STATE OF .•<+/Z
7 �
TYPICAL SILL ANCHORAGE "O ••��
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9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
CONCRETE(2.0 KSI MIN.) 3/16"INV TAP CON 1-1/2" 1-1/4" 1239 JABARA AVE.
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"ITW TAPCON 1" Z. NORTH PORT,FL 34288 PH.941-380-1574
CONCRETE(2.85 KSI MIN.) 3116"ELCO ULTRACON V V SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM'-90) 3/16"ELCO ULTRACON 1-3/4" 2-112'.'
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAP CON 1-3/8.1 7/8" INSTALLATION DETAILS
OR ELCO ULTRACON
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" DRAWN BY: DATE:
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEX OR nVV FULL THREAD ADE 07/12/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD CWS-811 D
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 SCALE:
SHEET
1.2 70F7
Docunent Title: Doc No: FRM131-02
Structural Performance Rev No: 7 Page: 1 Of: 1
j�.EYSTONtl Certification
C 6 RTI PICATIONS.INC.g
��uw.u.s3
Authorization Report
Required By: PRO B1-03
CAR& Product ID Number: 138 - 1608.0
Issue Date: 8/16/2016
Revision Date: 8/16/2016
Expiration Date: 8/10/2020
Company Code: 138
This Certification.Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCL) after full,validation review,
and. is based on a standardized evaluation of the product conducted .by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified at www,kiaystonecerts.com.
Licensee Information: Product Information:
Custom Window Systems, Inc Model: 3300 Impact Arch Top Fixed
1900 SW 44th Avenue Operator Type: FW
Ocala FL 34474 Config: No, GS-7/16"Ann Lami Mono or IG
Max Width: 37
Max.Height: 74
Referenced Standard: Product Rating:
PA/TAS 201/202/203 Large Missile, DP=+/-80, 37x74
Qualifying Test Information:
Test Report No: PRI-CWS-011-02-02/NCTL-210-3813-1
Test Report Expiration: 8/10/2020
Authorized Signature:
Digitally signed by Jon Keystone Certifications, Inc.
Hill 564 Old York Road, Suite 5
Etters, Pennsylvania 17319
Date: 2016.08.16 Phone: 717-932-8500
17:00:46-04'00' Fax: 717-932-8501
W W W.KEYSTO NEC ERTS.COM
1239 Jabara Ave.
URNER North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 811D
September 7, 2017
Product Description: Series 3300(formerly 4700)Aluminum Fixed Window, LM Impact, 76"x 60"
unit size O at 65 psf Design Pressures, and 74 1/8"x 37 1/16"unit size O at 80 psf Design Pressures
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"'Ave, Ocala,FL 34474
Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC
Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6th
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. 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-811D, signed and sealed by Lucas A. Turner,P.E.
3) Test Reports NCTL-210-3813-1, 4A, -2,and-2A, from National Certified Testing Laboratories,
Orlando,FL signed and sealed by Gerard J.Ferrara,P.E.,and Test Reports CWS-011-02-01 and
-02, from PRI Construction Materials Technologies,Tampa,FL signed and sealed by Zachary R.
Priest,P.E.
a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-08,
ASTM E 1886-02/04/05,and ASTM E 1996-02/04/06/09.
4) Supplemental Calculations to support CWS-811D,signed and sealed by Lucas A. Turner,P.E.
Installation: Units must be installed according to approval document CWS-811D.
Limitations of Use: This product:
• May be used up to sizes and Design Pressures as indicated above, with glass types and max. glass
daylight sizes as shown in CWS-811D
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Interlayers: Kuraray(Dupont) SentryGlas per Miami-Dade N.O.A. 14-0916.111 for 76"
x 60", 65 psf configurations,and Kuraray(Dupont)PVB per Miami-Dade N.O.A. 14-0916.111
for 74 1/8"x 37 1/16", 80 psf configurations
a Requires 6063-T6 aluminum extrusions as shown in CWS-811C
t I have evaluated the interlayer materials in these Kuraray NOAs and find that they comply with the
requirements of the 6th 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
P q q ,
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.
rb
Lucasw- N. 5820 9/07/2017
Turner *; * *t Lucas A. Turner, P.E.
2017-09-16 �' STATE OF FL PE#58201
09:31+20:000
9:31+20:00 S
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8/9/2018 Florida Building Code Online
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BCIS Home j Log In �,User Registration Hot Topic I Submit Surcharge I Stats&Facts Publications I Contact Us I BCIS Site Map I Links I Search .
b
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Product Approval Menu>Product or Application Search>Application List
3
1 r z ''lra,
Search Criteria Refine Search
Code Version 2017 FL# 15699.1
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-Ap lications
FL# Type Manufacturer Validated By Status
F15699- Revision Custom Window Systems Inc. Steven M. Urich, Approved
ivR3; L#: FL15699.1 PE
History Mode. - 1 (717)317-8454
De rip n: -3100(was 3700),Aluminum Single Hung,Single Glazed,
Impact
Category:Windows
Subcategory:Single Hung
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
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
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 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:
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_Ist.aspx
1/1
8/6/2018 Florida Building Code Online
a •I 0 0 e 9 a '• �•.w=•
BCIS Home Log In User Registration I Hot Topic Submit Surcharge I Stats&Facts I Publications I Contact Us BCIS Site Map I Links ^Search I
Florida
;tom Product Approval
r �J `.USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
0' Z e sin FL# FL15699-113
�x i gra=7
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
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 ]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 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/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
�UMeSd�
https://www.floridabuilding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgvutH8jlpVzpOUF%2bvTH11AVgivKrupgla3SIXk49tw4CQ%3d%3d 1/2
8/6/2018 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted 09/29/2017
Date Validated 10/02/2017
Date Pending FBC Approval
Date Approved 10/05/2017
Summa of Products
FL# Model,Number or Name Description
15 _699 1 SH 310ASH-3100(was 3700),Aluminum Single Hung,Single Glazed,
Impact;. ,1
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15699 R3 C CAC CAR 138-1003.pdf
Approved for use outside HVHZ:Yes FL15699 R3 C CAC CAR 138-1004.pdf
Impact Resistant:Yes FL15699 R3 C CAC CAR 138-1005.Ddf
Design Pressure:N/A FL15699 R3 C CAC CAR 138-1022.p91'
Other:Large Missile Impact,see Installation drawings for DP FL15699 R3 C CAC CAR 138-1023.pdf
and sizes.Glass complies with ASTM E1300-04. FL15699 R3 C CAC CAR 138-1024.pdf
FL15699 R3 C CAC CAR 138-297.pdf
FL15699 R3 C CAC CAR 138-298.pdf
FL15699 R3 C CAC CAR 138-299.pdf
Quality Assurance Contract Expiration Date
12/28/2018
Installation Instructions
FL15699 R3 II CWS-726C.pdf
Verified By: Lucas A.Turner 58201
Created by Independent Third Party:Yes
Evaluation Reports
FL15699 R3 AE EvalReport726C.pdf
Created by Independent Third Party: Yes
Back Ple:ct
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.::Priva 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:
EC 6Ect. M
Credit Card -
Safe :
https://www.floridabuilding.org/pr/pr_app_ fl.aspx?param=wGEVXQWtDgvutH8jlpVzpOUF`/*2bvTH11AVgivKrupgla3SIXk49tw4CQ°/*3d°/`3d 212
SINGLE HUNG - IMPACT GENERAL NOTES: 03619 o.
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WINDOW SYSTEMS
531/8"UNIT WIDTH WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE 1900 SW 44TH AVE.
HIGH VELOCITY HURRICANE ZONE(HVHZ)AND IS RATED FOR WIND ZONE 4 OCALA,FLORIDA 34474
so•GLASS DLO MISSILE LEVEL D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. WW W.CwS.Cc
g 2.GLAZING DETAILS:(SEE SHEET 2) _
A 53 118•UNIT WIDTH 13���ALUM `,
i 50"GLASS DLO 3.CONFIGURATIONS:"OIX"
I / IS_INGLE}iUNG_
- - 4.DESIGN PRESSURES: �M_P_AC
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09. a
I I 1 -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER
B I O 113 501/4" O ° INFILTRATION TEST PRESSURE,AND GLASS TABLES ASTM E-1300-04e01/09. 1- o W o
I I PRODUCT. Z�wo
GLASS GLASS w F
DLO DLO 5 STRESS
ZOZ z F
o F w }O
DESIGN THIS SEHEE6 FOR INSTALLATION DETAIL.WIND d
84" I I e I LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR O O r 0¢O¢W O O
UNIT s CALCULATIONS. O U m F-z a F--U)i a
HEIGHT HEIGHT 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Q O z O W Z OO LL U
I=-,.20 Z
REQUIRED. ¢O H P: 0-
38 718° X 34° 7.ALL FRAMES AND SASHES ARE PROCESSED AND SCREWED TOGETHER.SMALL O Q�>> O z
30 5/8• X 25 314° SASH GLASS JOINT SEALANT USED AT ALL FRAME JOINTS. Of z w cf)O--J 0 r
HEIGHT I 4 I DOSS HEIGHT DLO O W F a0 a=g}
I� C 8.SERIES/MODEL DESIGNATION SH-3100. (A.K.A.SH-3700) of a it�a
9.THE DESIGNATION XAND O STAND FOR THE FOLLOWING: pu��rhu
A C X=OPERABLE SASH,O=FIXED SASH �`,���pp1DREW rTGi'•.
48118"GLASS DLO ENg' Q ��
48 1/8"GLASS DLO :JG �, F•';?�
10.SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
��: �
51 518"SASH WIDTH 51 5/8"SASH WIDTH No 58201 :�
�*:
ORIEL EQUAL SPLIT
,33 STATE OF •;��/
37•UNIT WIDTH �i�fi'�<
337/8"GLASS DLfH71/2" L ucasTurne '�iri`rS,pN.
2017-09-22
13:22-04:00
0
DLass
9/22/2017
I I
s3" LUCAS A.TURNER,P.E.
UNIT FL PE#58201
HEIGHT 1239 JABARA AVE.
NORTH PORT,FL 34288
323/8" X 271/2" PH.941-380-1574
SASH HEIGHT /� ,J. 'GLASS
SHEET DESCRIPTION:
Lu '/r GENERAL NOTES AND
l TABLE OF CONTENTS MAX. UNIT DESIGN PRESSURE ELEVATIONS
32"GLASS DLO CONFIG. SIZE RATING IMPACT RATING DRAWN BY: DATE:
GENERAL NOTES&ELEVATIONS..........1 351/2"SASH WIDTH „ „ TEF 05/17/12
GLAZINGDETAIL......................................2 ORIEL 53-1/8 x 84 +/-70 PSF DWG#: REV:
EXTRUSIONISBB.O.M..............................a EQUAL SPLIT EQUAL 53-1/8"x 76" +/-70 PSF LARGE MISSILE IMPACT CWS-726 c
ANCHOR SCHEDULE&NOTES...............5 „ „ SCALE: SHEET
INSTALLATION DETAILS..........................6 EQUAL 37 x 63 +/-80 PSF 1:25 1 OF 6
7 p r-,e SCJ�.-
i
5116"OVERALL 5116"OVERALL 7/16"OVERALL
1/8"ANNEALED 118"ANNEALED 3/16"ANNEALED ����QD �
WINDOW SYSTEMS LTJ
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER 1900 SW
H AVE.
1/8"ANNEALED OCALA,FLOTRIDA 34474
1/8'ANNEALED 3/16"ANNEALED WWW.CWS.CC
PURFECT GLAZE"H" PURFECT GLAZE"H"
34 OR SIKAFLEX 552 34 PURFECT GLAZE"H" 34
OR SIKAFLEX 552 OR SIKAFLEX 552
,o ,o ALUM.
-73s SINGLE3100
HUNG
3/4 GLASS BITE 314"GLASS BITE 314"GLASS BITE IMPACT
Q z az
3 ' 3 Z W H O¢ W z W
3 3 Oz
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1 1 Z Z S Q _
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GLASS TYPE A-FIXED GLASS TYPE B-FIXED a ?=OL w p v~i
GLASS TYPE A-SASH a F~a L a
718"OVERALL 7/8'OVERALL 7/8"OVERALL
1/8"ANNEALED1!8"ANNEALED 3/16°ANNEALED �� Pt10REt1%�T�,��,
7/16"AIRSPACE .``VP5•�'�CENSF••'py,i
7116'AIRSPACE 1/4"AIRSPACE
:�; No 56201
5/16"LAMINATED 5/16"LAMINATED 7/16°LAMINATED •:11 L
118°ANNEALED118'ANNEALED 3/16°ANNEALED
STATE OF ;mow
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER .105 DUPONT PVB INTERLAYER �4'�F•'cC O R 1O A;'�a`J
1/8"ANNEALED 1/8"ANNEALED 3/16"ANNEALED
34 PURFECT GLAZE'H° PURFECT GLAZE"H'
OR SIKAFLEX 552 34 OR SIKAFLEX 552 34 PURFECT GLAZE"H"
OR SIKAFLEX 552
3 ` 314 S BITE 3 3/�S BITE 3 3/�S BITE
9/22/201Ell7
LUCAS A.TURNER,P.E.
3 . 3 , FL PE#58201
3 . 1239 JABARA AVE.
3 QUANEX DURASEALNORTH PORT,FL 34288
QUANEX DURASEAL
QUANEX DURASEAL 1 IG SPACER 1 QUANEX
PH.941-380-1574
IG SPACER IG SHEET DESCRIPTION:
GLAZING DETAILS
SETTING BLOCKS PER FBC 2411.3.3.1 DRAWN BY: DATE:
DESIGN SASH I FIXED TEF 05/17/12
GLASS TYPE C-FIXED GLASS TYPE D-FIXED TYPE PRESSURE(PSF) MAX.SIZEI GLASS I GLASS DWG#: REV.:
GLASS TYPE C-SASH EQUAL +/-80 37"x 63" A cr C A or C CWS-726 C
+/-70 53"x 76" A or C A cr C SCALE: SHEET
ORIEL +/-70 53"x 84" A or C B or D 1:1 2 OF 6
Vim-L5Il W SYSTEMS INTERIOR WINDOW SYSTEa9S
4 32 19 31 9 33 31 32 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
W W W.CW S.CC
4
11 3100 ALUM.
11 SINGLE HUNG
10r6 r 37 IMPACT
. azo
EA
aWWH �
33 u. la-w�zzr��=
z zx'¢�w�p
2 8 20 10 or?6.r 37 3C 33 24 8 O O LU F-3:TCR
IO'B-B tz z r-U)a
} ¢�OwpOZ SOZ
INTERIOR w 00< ExR-)owv)w
Zna p _1rnl-
19 O WF=-� WSwr
7 7 a I=- 0_ [ria
`''%%%",jA0RPW' ,,
1 ; �CENSFG�Q,
2 z�' No 58201
30 2p0 .STATE OF
15 $•�F .oR10PG�c1�,
33 12 •••SS�ONA
3
4
10 •�
z
1s 9/22/2017
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
19 NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
3 SECTION C-C SECTION VIEWS
ALT.SILL LATCH
NOTE:MONOLITHIC LAM[SHOWN. DRAWN BY: DATE:
IG AVAILABLE,SEE SHEET 2. TEF 05/17/12
5 30 13 DWG#: REV.:
ITEMS NOT SHOWN FOR CLARITY: CWS-726 C
SECTION A-A 14,16,18,21,22,26,27
SCALE: SHEET
1:1.33 3 OF 6
ITEM I PART#DPARTS LIST ESCRIPTION VENDOR MATERIAL -2 314^ 7 �--z
1 H-1934 Fxd.,Mtg.Rail Keymark Aluminum w(Yu WINDOW SYSTEMS
YS
2 H-1946 Sash Meet.Rail Keymark Aluminum z 1^ 1900S44 H A E.
3 H-1947 Sash Bot./Pull Rail Keymark Aluminum OCA A, LTH AVE.
4 5-1931 Fr.Head Keymark Aluminum 21/16" 4 2 5/16" OCALA,FLORIDA 34474
5 5-1932 Fr.Sill Keymark Aluminum 1/16^
716" 7 WWW.CWS.CC
6 S-1933 Fr.Jamb Keymark Aluminum 1116 --
7 S-1935 Reinforcement Keymark Aluminum --4lr---1/8" 3100 ALUM.
8 5-1936 Scm.Adapt. Keymark Aluminum FRAME HEAD S1931 REINFORCEMENT-S-1935 SINGLE HUNG
- -
9 S-1939 Sash Side/Top Rail Keymark Aluminum IMPACT
10 S-1941 Glazing Bead,(5/16"Glass) Keymark Aluminum SASH MTG RAIL-H-1946
11 S-1954 Sash Stop Keymark Aluminum
12 S-1956 Sill Latch Keymark Aluminum Q Z ¢Z 3
13 P3018 Wstp.,.300 x.187 Bulb Vinyl Amesbury Nylon 0 w O ¢w p 0
14 P-3029 Screen Pull Tab Summit Steel 213116"— 1 w zO w Z <❑ w
15 P-3033 Screen Spring,SS FlaScm SS o ¢w§i>O W�:m
16 P-3046 Take Out Clip 1 1/8" Z Z=2 ¢QfW OO 0
17 P-3218 Screen Frame Allmetal Alum 1 1 118" 0 Oy O Z a =; a
18 P-3228 Screen Spline,.155 Dia.,Blk. Dapa Nylon 5 B 0 Z—SO-Z F _m
19 P-3305 Wstp.,.270 x.187 Black SoftTouch Center Fin,Black Ultrafab Nylon ¢ O Z O O Z 0 LL 0
f—u-2O
20 13-3309 Wstp.,.210 x.187 Black Soft Touch Center Fin,Black Ultrafab Nylon 31/2" 21/2" 1 314" q� 0 w F,�O z
21 P3321 Screen Frame Comer Key Allmetal Alum 1/16" 1/ts" m }_-O'6
22 P3342 Seam Sealer,SM-5504 Schnee L a.M:1116" uJ w0 u0i w O 00�rn LU
P3352 Set.Blk.,85 Dur.,1/8"x 5/8"x 2"Lg. Frank Lowe a z=a o O g m
24 P-3443 Wstp,.290 X.187 Black,Bulb Vinyl,Hollow Ultrafab Nylon 0 _~ w w rn
25 P-3515 #8 x 0.625 Ph FH Type A SMS Fastenal Steel SASH SIDE RAIL-S-1939 D- a. 0-
26 P-3581 Screen Cloth,18 x 16 Fiberglass Phifer FIXED MTG RAIL-H-1934
27 P-4144 #6 x 1"w/1/4"lead Quad PH Type A SMS Fastenal Steel FRAME SILL-S-1932 ,0%ioREW�������
28 P-4707 Sweep Lock Lawrence Nylon
30 P-4959 Wstp.,.420 x.187 back PolyFin,Gray,SoftTouch Ultrafab Nylon2 3/e" 1 No 58201 '�i'1
31 P-5228 Sash Cam M&M 25/6"�
32 Balancer Caldwell
17/18" moo: fes_
33 GLASS See Sheet 2 %9 STATE OF 141V
35 P-5244 Clo34 sedCelct azPad,^or 112"x1fl1/4ex 5x3/16"52 HeVisc%Sika 2 s" 6 25/8" 3 13N6 11 ,�E�S��opt10P.GN�`%
36 8-1949 Glazing Bead,(7/16"Glass) Keymark Aluminum I }— 1116• ����.S�ONA�E��`�
37 P-5523 Glazing Bead,IG(7/8"OA) Team Plastics PVC L �,-1/16" 1116"
LINE ITEMS NOT USED: NOTE:ALUMINUM PROFILES ARE 6063-T6 UNLES OTHERWISE NOTED. SASH STOP-S-1954
29 FRAME JAMB-S-1933 N
SASH BTM RAIL-H-1947 f�
13/16" 34' 9/22/2017
15/161lsns" vz^
j�
SASH CORNER FRAME CORNER FIXED MTG RAIL s11s^ LUCAS A.TURNER,P.E.
CONSTRUCTION CONSTRUCTION CONSTRUCTION 1 114^ 1/16^ 1/16" FL PE#58201
1239 JABARA AVE.
z 2 1/16„ NORTH PORT,FL 34288
PH.941-380-1574
SILL LATCH-8-1956 SCREEN ADAPTOR-S-1936 GLAZING BEAD,7/16"-S-1949 SHEET DESCRIPTION:
BOM AND EXTRUSIONS
314^ 314"
3/16" r 516" DRAWN BY: DATE:
T— 3 10 TEF 05/17/12
7/6" 1/16" 1" 1/16" DWG#: REV.:
CWS-726 C
PVC GLAZING BEAD,7/8"IG-P-5523 GLAZING BEAD,5/16"-S-1941 scALE: SHEET
SMALL JOINT SEAM SEALANT USED AT ALL FRAME JOINTS 1:2 4 OF 6
i , a
' 6"MAX. TYP. 14"MAX O.C. TYP.
SEE NOTE 2 WINDOW SYSTEMS
6"MAX.(TYP.) 14"MAX.O.C.(TYP.) 6'MAX(TYP.) __ _ ___ 1900 SW 44TH AVE.
SEE NOTE 2 - ---- - OCALA,FLORIDA 34474
6"MAX.(TYR) T7- � WWW.CWS.CC
6'MAX(TYP.) 121/2"
MAX.O.C.(TYP.) ----- -----
13 1/2"
SEE NOTE 2 I MAX O.C. I 3100 ALUM.
I I INSTALLATION (r'P•) I I
6"MAX 131/2' INSTALLATION
N �- SINGLE HUNG
(TYP.) ---- MAX.D.C.
I
(TY IMPACT
�— INSTALLATION
19 1/2" I O I ANCHORS(TYP.) O
MAX O.C. O
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(TYP.) ANCHORS(TYP.)INSTALLATION
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ANCHOR LAYOUT
ANCHOR LAYOUT ANCHOR LAYOUT N. 582131 :�?1
EQUAL SPLIT 37"X 63" EQUAL SPLIT 53.125"X 76" ORIEL 53.125"X 64" '�• * =''�"
�. STATE OF :amu/
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NOTES: ,rsSidtirs WO
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 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. '7
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. INSTALLATIONS TO HOLLOW CMU REQUIRE THE ANCHOR SCHEDULE AND
USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"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. TEF 05/17/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWO9: REV.:
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-726 C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA200(FLANGE WINDOWS), FMANVDMA250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) SCALE: SHEET
1.20 5 OF 6
TYPICAL HEAD ANCHORAGE INTERIOR
MIN.EDGE DIST. WINDOW SYSTEMS
SEE TABLE 1 1900 SW 44TH AVE.
MIN.EMBEDMENT OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1 W W W.CWS.CC
SEE TABLE 1
1/4°MAfFLANGESUBSTRATE
PERIMETER SEALANT MIN.EMBEDMENT 3100 ALUM.
BYINSTALLER
SEE TABLE 1 MIN.EDGE.DIST.
INSIDE AND OUT SEE TABLE SINGLE HUNG
SEALANT BEHIND FLANGE INSTALLATION ANCHOIMPACT
BYINSTALLER SEE TABLE I
1/4"MAX.SHIM
F- 11L aWOpO
Z
W KO
Z 0_ FW-
INTERIOR SEALANT BEHIBY OTHERS � FWZg=BYINSTALLERSEE TABLE 1 Z Z= Q�W O O
OOOLjINSTALLATION ANCHOR O0 ,ZSEE TABLE 1 PERIMETER SE0 Z—S—Z O
BYINSTALLER Z O Z U Uj Z INS DE AND OUT } PL"
LL W Oz 2 O?
B HORIZONTAL SECTION W O O p W W
6 TYPICAL JAMB ANCHORAGE Z(1)LU O�to F-
O W I'- Q.X: Ui
1/4"MAX.SHIM d F- D_ x a
SEALANT BEHIND FLANGE , �uni1 ,'
BYINSTALLER ��O)RE• ���,�'
5:•
PERIMETER SEALANT
BY INSTALLER MIN.EMBEDMENT
INSIDE AND OUT SEE TABLE 1 No 58201 %'A
SUBSTRATE BY OTHERS '
SEE TABLE 1 -
'� STATE OF :"Ji
%Op•'.A,
MIN.EDGE DIST. ��i�LCS' O F1 l0••�p�`.`
SEE TABLE 1 VERTICAL SECTION ";14"1/ONA1i����,,`
6 TYPICAL SILL ANCHORAGE
z�
9/22/2017
TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E.
SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 4" PH.941380-1574
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 2-1/4" 2-1/2"
INSTALLATION DETAILS
2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8' 7!8"
OR ELCO ULTRACON DRAWN ev: DATE:
2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8 7/8"
16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILTI KWIK-FLEXOR ITW FULL THREAD
TEF 05/17/12
(33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16" DWG#: REV.:
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD CWS-726 C
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16" SCALE: SHEET
1.2 6OF6
URNER1239 Jabara Ave.
North Port,FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 726C
August 28,2017
Product Description:';."Serieser 'reviously 3700Alum num Single. ung Window,LM Impact
max.unit sizes of 53 1/8"x 84"DP70 Oriel, 53 1/8"x 76"_500 OX Equal Split,and 37"x 63"DP80
OX Equal Split
Manufacturer: Custom Window Systems,Inc. 1900 SW 44`h 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 6t
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. 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-726C, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3795-1, -lA, -2,-2A,-3,and-3A, and NCTL-210-4000-01, 4A, -
02,and-2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by
Gerard J.Ferrara,P.E.,and test reports CWS-004-02-02 and-03 and CWS-005-02-01 and-02
from PRI Construction Materials Technologies, Tampa,FL,with testing Performed: TAS
201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-2008,ASTM E 1886-2002/2004/2005,
and ASTM E 1996-2002/2004/2006/2009
4) Supplemental Calcs. to support CWS-726C,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-726C.
Limitations of Use: This product:
• May be used up to sizes indicated above in Product Description,with glass types, design
pressures, and max. glass daylight sizes as shown in CWS-726C
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• I.G. glass with annealed outboard lite may not be used above 30 ft from grade in HVHZ
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires 6063-T6 aluminum extrusions per CWS-726C
1 I have evaluated the material in this NOA and find that it complies with the requirements of the
6th 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.
EW
Lucas ''`: ns0 58201 ".':P
Turner =
2017-08-30 �o •• STATE OF: -4U 8/28/2017
16:05+20:00 •��•:,c Q R i0 P ���� Lucas A. Turner, P.E.
'Air" p jV s 1 �G ..�� FL PE#58201
e 5 o •n
URNER1239 Jabara Ave.
North Port, FL 34288
ENGINEERING & Ph. 941-380-1574
TCONSULTING, INC. FBPE C.O.A. #29779
Evaluation Report 726C
August 28,2017
Product Description: Series 3100(previously 3700)Aluminum Single Hung Window,LM Impact,
max.unit sizes of 53 1/8"x 84"DP70 Oriel, 53 1/8"x 76"DP70 OX Equal Split,and 37"x 63"DP80
OX Equal Split
Manufacturer: Custom Window Systems,Inc. 1900 SW 44"'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 6ch
Edition(2017)Florida Building Code including the High Velocity Hurricane Zone. 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-726C, signed and sealed by Lucas A.Turner,P.E.
3) Test Reports NCTL-210-3795-1,-lA, -2,-2A, -3,and-3A, and NCTL-210-4000-01, 4A, -
02,and-2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by
Gerard J.Ferrara,P.E.,and test reports CWS-004-02-02 and-03 and CWS-005-02-01 and-02
from PRI Construction Materials Technologies,Tampa,FL,with testing Performed: TAS
201/202/203 1994,AAMA/WDMA/CSA 101/I.S.2/A440-2008,ASTM E 1886-2002/2004/2005,
and ASTM E 1996-2002/2004/2006/2009
4) Supplemental Calcs. to support CWS-726C,signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-726C.
Limitations of Use: This product:
• May be used up to sizes indicated above in Product Description,with glass types, design
pressures, and max. glass daylight sizes as shown in CWS-726C
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• I.G. glass with annealed outboard lite may not be used above 30 ft from grade in HVHZ
• Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A. 16-1117.021
• Requires 6063-T6 aluminum extrusions per CWS-726C
1 I have evaluated the material in this NOA and find that it complies 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.
"Ni*tnrerrrr/I
��r� pr1S7R�4V �-Irri
`�` o' 'GAN•• (, •
••4-- r►
Lucas No 58201
Turner
• ��
2017-08-30 9'; STATE of FW 8/28/2017
°
16:05+20:00 �`fi•'�c o �I_.. ` ;4 Lucas A. Turner, P.E.
oniAi��;;� FL PE#58201
Irrlllf/H%
Docunent Title: Doc No: FRM B1-02
Structural Performance Rev No: 7 Pam of: 1
KF.YSTONI�j Certification
RC L'RTIRIGITIONS.ING.
lam-� P
Authorization Report
Required By: PRO B1-03
CAR & Product ID Number: 138 - 1024.0
Issue Date: 6/15/2012
Revision Date: 10/7/2015
Expiration Date: 3/9/2019
Company Code: 138
This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review,
and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in
accordance with the specified referenced standard. Actual fenestration product performance may vary based on many
factors, including installation, 'condition of the wall/roof substrate and the age of the product and installation
components.
This report indicates the product is eligible for the application of Keystone Certification Program certification labels.
Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen
evaluated and documented for certification authorization. Only products bearing such a certification label shall be
considered certified. The information in this report can be verified atwww.keystonecerts.com.
Licensee Information: Product Information:
Custom Window Systems, Inc Model: 3100 Aluminum Impact Single Hung
1900 SW 44th Avenue Operator Type: H
Ocala FL 34474 Config: EM/IM, GS-5/16"Ann Lami Mono or IG
Max Width: 37
Max Height: 63
Referenced Standard: Product Rating:
AAMA/WDMA/CSA 101/I.S.2/A440-08 Class LC-PG80 940x1600* (37x63*)-Type H
Qualifying Test Information:
Test Report No: NCTL-210-3795-3A/PRI-CWS-004-02-03/NCTL-210-4000-5
Test Report Expiration: 3/9/2019
Authorized Signature:
Keystone Certifications, Inc.
2015.1 0.08 564 Old York Road, Suite 5
Etters, Pennsylvania 17319
--08:49:54 _04.'00' Phone: 717-932-8500
Fax: 717-932-8501
WWW.KEYSTONECERTS.COM