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c" wa7itE*'t'ar ,f*, FL# FL16177-R2_
'` 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 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
ill
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala,FL 34474
(352)368-6922 Ext 291
jlathrop@cws.ccncit
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 FL16177 R2 COI EvalReport812C.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA/101/LS.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
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 10/i' 017
Date Approved 12/12/ !17
Summary of Products
FL# Model, , ber or Name Description
16177.1 SH-81 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ: • F116177 R2 II CWS-812C.pdf
Approved for use outside . HZ:Yes Verified By:Lucas A.Turner 58201
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+70/-70 Evaluation Reports
Other:SH-8100 PVC Impa no sill anchors r •uired.Safety F116177 R2 AE EvalReoort812C.odf •
glazing required on outer lite bove 30 ft.in HZ.Glass Created by Independent Third Party:Yes
complies to ASTM E1300-04.
Contact Us::2601 Blair Stone Road.Tallahassee F1.32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convrinht 2007-2013 State of Florida.::Privacy Statement::Accessdbioty 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,FS.must provide the Department with an email address if they have
one.The emalls 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 tem,
Product Approval Accepter
131 11
Credit Card
Safe.. .
SeclurltvMETRICS"
ti..
t _ GENERAL NOTES; "�
SING grab ,�- yhT2Jil� 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDw SYSTEMS �I/
--Nimminiminhi, TO 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 1990 PER THE FBC. WWW,CWS.CC
2.GLAZING OPTIONS:(SEE SHEET 2)
53116"MAX.OVERALL FLANGE WIDTH8100 PVC
3.CONFIGURATIONS:"O/X".
51 7/6'MAX.UNIT WIDTH - SINGLE HUNG
4.DESIGN PRESSURE RATING: IMPACT
47 11116'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
INFILTRATION TEST PRESSURE AND GLASS TABLES -I o IL 0 < p 0
1 -- -- 1 ASTM E-1303-04e01/09. w v ¢ z
63" I 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED GI a W§i
Oo ct'
MAX.
__ __ -- - T- IN THE DESIGN OF THIS PRODUCT.SEE SHEETS FOR ANCHOR z z.xm
OVERALL I I DETAILS. WINDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD 0 0 --0 ci 4. O.
FLANGE I ANCHOR CALCULATIONS. p Z N N?Z y
HEIGHT 111 0 Q OZVuizSU-
I 2613116' 6.PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE -u_ O C�+-Z
B I B GLASS NOT REQUIRED. �¢0 : O-
DLO Q 'e4g -gOSi
I I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT I-ii D 0 IY W O W CO W
61 3/4" I I USED AT FIXED MEETING RAIL AND JAMB. cc Z-'a o--i-U)
HGNT - ' 8.SERIES/MODEL DESIGNATION SH 8100, a a it ut
1 9.THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING:
X=OPERABLE SASH,0=FIXED SASH ep,ISDREwitfhpi'
30 3/16' I ' ' I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR ����, y�0 E rySF 4'N�,4�
MAX. 26 ' LOCATION. pv: No 58201 -,,13s.,
SASH I GLASS
HEIGHT X 1 1 e DLO 11.EXTERNAL WEEP SLOT=1/4'x 1-1/4"LOCATED 4"FROM BOTH ENDS. :*' * ri
%*
` :9: STATE OF Le:
1 i 1 004.,..<O R...a P,:`��C
1 ^j I , I i0.7ZiaNA.no'
�— `� '-- -- LucasTurne
O • A� r
6 451/16" - 2017-09-22 ,%^,�
GLASS DLO 13:36-04:00 9/22/2017
48 318' -
MAX.SASH WIDTH LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NOR1H PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY. DATE:
GENERAL NOTES&ELEVATIONS.....1 DESIGN PRESSURE SAT 06/18/12
GLAZING
VIEWS 2 RATING MAX. UNIT SIZE IMPACT RATING DWG 4: REV,:
EXTRUSIONS&B.O.M 4 CWS-812 C
ANCHOR SCHEDULE 8NOTES 5 51-7/8"x 61-3/4" i-/- 70 PSF LARGE MISSILE IMPACT SCALE: -- - - SHEET
INSTALLATION DETAILS 8 _. -
_ _ 1:15 10F6
.,,
cgoome
6'MAX.(TYP.) I I 17'MAX O.C.(TYP.) WINSWDOW 44TH SYSTEAVE.MiS
6'MAX(7YP.)- ( ( 1900 Al
OCALA,FLORIDA 34474
--• -- / WWW.CWS.CC
SEE NOTE 2 8100 PVC
MAX.1C. I I
SINGLE HUNG
L_ 0 - INSTALLATION IMPACT
ANCHOR(TYP.)
I Q Z yy Q g
1 i pL0 a oO
� O
- - UJ ZOZ Q Z
O aW§!Z-03 ,m
C _ ----GMiO PAtI z p 2in!M:til a
- _ o o�o�
4'(TYP.) I OZ z-j-z H 7 aui
I I Q OZOcisZOLLV
`, - §sOWOTOZ
MAX.O.C. ,` lL LLfgW�QJNI-
Lu
CP o: zX - DO1cn
(TVP.) -I I_ _ -O oLLI i >-
4'(TYP•)— NO ANCHOR REQUIRED-MILL— 2.��;' No 58201 :
ANCHOR LAYOUT-(FLANGE)
tea.
P% STATE OF .mow:
;�'•O�F'SiOR.Da�a�4.
• S Q.�
NOTES: rrrr�ONA��S,`,`
1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATIDN.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.
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 TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES
7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE:
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. BAT 06/18/12
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG U: REV.:
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_DOC_U_M_E_N_T_S:_.,_ 6CALE, SHEET
___ FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 2AN
00(FLANGE WINDOWS),-FMADMA250(BOX WINDOWS),FMA/AAMAANDMA 300(EXTERIOR DOORS)
1,15 5 OF 6
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Planning & Development Services Department
COUNTY I
Building & Regulations Divisi n
- - ------ Product Review Affidav't I '
immiernimmuNium( 2 t � y 1
Building Permit# l 474'51/4(
J Owners Name-t- CIArd'1�.� )( L4(3� Applicant: ] C�X��v-iDY5,.1_yc,
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure j / Number Type
Windows ( P7o7o) ej,c . �o /c'/77 J -L'( SNeIAM./
Mullions
Fixed Glass
Block 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: