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RECEIVED OCT 15 2015
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Product Approval
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Product Anoroval Menu>product or Application Search>Application List>Application Detail
(�l t FL# FL16177-R1
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Emall 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Emall 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@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 Lucas A.Turner
the 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
J Validation Checklist-Hardcopy Received
Certificate of Independence FL16177 R1 COI EvalReo CWS-812B(SH-8100 IMP NoSiliAncht.Ddf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
https://v ww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 8/4/2015
i-ivi.iva Ufluiuuig%-Uuu UMIHe Page 2 of 2
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Valida 04/21/2015
Date Pen ng FSC App�Ioval 04/25/2015
Date proved -^' 06/22/2015
S ma iof Products
L#f r Model,Number or Name Description
1 77.1 SH-8100 PVC Single Hung SA-8100 PVC Single Hung Impact Resistant window.
imus of use Installation Instructions
Approved fo use in HVHZ:Yes FL16177 Rl II CWS-812B(SH-8100.IMP.NoSillAnch).Ddf
Approved ruse outside HVHZ:Yes Verified By:Lucas A.Turner 58201
Empact R sistant:Yes Created by Independent Third Party:Yes
Design res"re*+70/-70 Evaluation Reports
Other SH-8100 PVC Impact,no Sill anchors required. FL16177 R1 AE DuPont PVB NOA 13-0129 27.odf
Safe giazing required on outer lite above 30 ft.in HVHZ. FL16177 RI AE EvaiRep CWS-8126(SH-8100.IMP.
GI s complies to ASTM E1300-04. NoSillAnch).odf
FL16177 R1 AE Ouanex(Mikron)NOA 12-1017 02.pdf
Created by Independent Third Party:Yes
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COntatt Us::1440 North Monroe Street.Tallahassee FL 32399 Phones 850-4$7-1824
The State of Florida Is an AAI,tEEO employer.CoovriOht 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 emalis provided may be used for official communication with the licensee.However emal 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 JIM.
Product Approval Accepts:
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https://www.floridabuilding-org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXhlOy... 8/4/2015
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�NG�LEM"U"NG - LARGE MISSILE IMPACT GE"ERA`"OYES: �' �®0m-
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT
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 OCALA,FLORIDA 34474
IN ASTM E 1996 PER THE FBC. WWW.CWS.CC
1. 2.GLAZING OPTIONS:(SEE SHEET 2)
53 1/8"MAX.OVER WIDTH 3.CONFIGURATIONS:"O/X". 8100 PVC
'17/8"MAX.UNIT WIDTH SINGLE HUNG
4711/16"GLASS DLO 4.DESIGN PRESSURE RATING: IMPACT
-NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04.
A -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER—71 ASTM Ea
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E•1300-04.
_ __ __ _ ANo
MA I ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED
OVER5.
ALLI IN THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR ANCHOR Y F-
FLANGE FI DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD w m m
HEIGHT ANCHOR CALCULATIONS.
® O a Z
B I B GLASS 6•PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE LL b O
DLO NOT REQUIRED. Q _Lp
I I I N c Z >
81314^ I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT Lu w O Ir
cc
MAX, I USED AT FIXED MEETING RAIL AND JAMB. o a
UNIT
HEIGHT 8.SERIES/MODEL DESIGNATION SH-8100. c z U
9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: . ¢ o
1 X=OPERABLE SASH,O=FIXED SASH
30 3/16" 1 m ¢ O
MAX. I 26 7/8• 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR Z
SASH " I GLASS LOCATION. %%0610110181,DREW �
HEIGHT /Y` I B DLO 11•EXTERNAL WEEP SLOT=1/4"x 1.1/4"LOCATED 4"FROM BOTH ENDS. .`rb� lle
�C E N S'-GPQ"kms
C v.' No 58201 •'-P
LI 1 C -
�__ -_ - I I 6 Lucas A. 9•, STATE OF :&i
-- Tumer
F°T••;�4 Onto
s A 2015-04-11 �
15:15-04:00 ��S
451/16
6"
GLASS DLOLlZ�
48 3/8' 4/11/2015
MAX.SASH WIDTH
LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
AL NOTES
TABLE OF CONTENTS GEN ELEVATIONS AND
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE DRAWN BY: DATE:
GLAZING DETAIL.................................2 MAX. UNIT SIZE IMPACT RATING BAT 06/18/12
SECTION VIEWS.................................3 v.:
EXTRUSIONS&B.O.M........................4 RATING DWG#:
ANCHOR SCHEDULE&NOTES.........5 51-7/8"x 61-3/4" +/-70 PSF LARGE MISSILE IMPACT CWS-812 e
INSTALLATION DETAILS....................6 SCA : SHEET
1:15 1 OF6
WINDOW SYSTEMS
S'MAX.(TYR) 17'MAX.D.C.(TYP.) 1900 SW 44TH AVE.
OCALA,
61 MAX.(TYP.) WWW.CWS.CC FLORIDA 34474
SEE NOTE 2 8100 PVC
lo I/V
MAX.D.C. SINGLE HUNG
(TYP.) —INSTALLATION IMPACT
0 ANCHOR(TYP.) ———————
to cli
comes
coo
fMTOPAIL
4"(TYP.)J
z
FL
to
0
C3 :k
tu
101/.
0 1/2' w 0
MAX.D.C. a.
to
(TYP.) cc
z
Lu
z
4'(TYP.)
co0
4'(TYP.) DREW
CHOR IRED IN SILL . ......
N. 11,
ANCHOR LAYOUT-(FLANGE) eNo 58281 s
NOTES: '13 F At z
s.po... ".:
4 on 0
i.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.NO ANCHORS REQUIRED IN SILL. .....
2.SHIM AS REG 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 #qllfit
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 6. 4/1112015
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 SAPS APE#5.TURNE820R,P.E.
1
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS 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 SUCKS,IF USED,INTO SUBSTRATE. SHEET TESUR PT ON:
INSTALLATIONS TO SOLID CONCRETE 08 GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX 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. DRAWN BY: DATE:
BAT 06/18/12
6.WOOD 08 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 0: REV.:
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6.CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-812 B
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: T--ALE-' SHEET
FMAtAAMA I OO(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAMDMA 300(EXTERIOR DOORS) 1:16 50F6
TYPICAL HEAD l�(y(ypy(y® •�fj�'--�j
MIN.EMBEDMENT WINDOW SYSTEMS
MIN.EDGE DIST. SEE TABLE 1 SUBSTRATE
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
1/4"MAX.SHIM SEE TABLE 1 OCALA,FLORIDA 34474
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN.EMBEDMENT
PERIMETER SEALANT SEE TABLE 1 �IMDGEIEDIST. "W"W",
BYNSTALLER SEE TABLE 1 8100 PVCINSIDE AND OUT INSTALLATION ANCHOR SINGLE HUNG
SEALANT BEHIND SEE TABLE
IMPACT
FLANGE BY INSTALLER 1/4"MAX.SHIM
N
O r 111
�_ Q
O O
PERIMETER SEALANT y F-
BYINSTALLER ¢ }
INSTALLATION ANCHOR INSIDE AND OUT I I I W D] m
SEE TABLE 1 �- --- SEALANT BEHIND v Z
LANGE BY INSTALLER m N O
0
_N Q N c_n
g, �ORIZONTALSECTION b a'
CONTINUOUS DOUBLE 3/16"BEADS OF a ❑ Z >
"6 TYPICAL JAMB ANCHORAGE w w O W
TREMGLAZE U1600 SEALANT AROUND ¢
PERIMETER AT ALL INDICATED POINTS W H-
BETWEEN FRAME AND BUCK BY INSTALLER. F Er
z
U
1/4"MAX.SHIM ❑ 0 w
SEALANT BEHIND � ¢ ❑
FLANGE BY INSTALLER
DO ¢ O
z
PERIMETERIN.EMS
BYI STALALANT ER SEE TABLE MENT g DREW
INSIDE AND OUTcjQ�? ......
O F Ng G�Q2rrr
v fNo 58201
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN�EDGE DST.
SEE TABLE 1 :�'�
A VERTICAL SECTION 00.
STATE OF :��
6 TYPICAL SILL ANCHORAGE p R 1 p P NZ,��
411NAo E��``�
0 4/2015
TABLE 1:APPROVED INSTALLATION FAST S.-, LUCAS A.TURNER,P.E.
UBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. FL PE#58201
PERIMETER SEALANT 1239 JABARA AVE.
CONCRETE(2.0 KSI MIN.) 3/16"ITW TAPCON 1-1/2" 1-1/8" BY INSTALLER NORTH PORT,FL 34288
HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" INSIDE AND OUT PH.941-380-1574
C HORIZONTAL SECTION
CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" s BOX FRAME INSTALLATION SHEET DESCRIPTION:
GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" HEAD AND SILL SIMILAR FOR BOX INSTALLATION
3/16"ITW INSTALLATION DETAILS
2X MIN.SOUTHERN PI .= 1-3/B" 7/8"
ELCO ULTRACON FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE,
2X MIN.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 KW IK-FLEX OR 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 DWG#: REV.:
INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS 812 B
1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING! FULL THREAD 7116" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" SHOWN FOR FLANGE WINDOWS. SCALE: SHEET
12 6OF6