126 Royalty Cir - BR18-004577 - WINDOWSCITY OF
ORD NOV 2 Qir8 Building & Fire Prevention Division
l PERMIT APPLICATION
FIRE DEPARTMENT Application No: S
Documented Construction Value: $ 11,338
Job Address: 126 ROYALTY CIR SANFORD, FL 32771 Historic District: Yes Nolz
Parcel ID: 33-19-30-5QS-0000-0180 Residential Commercial
Type of Work: Newp Addition[] Alteration Repair Demo Change of Use Move
Description of Work: REPLACE 11 WINDOWS NON/IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA
Phone: 954-7924415x243 Fax:407-4728380
Title: PERMIT MANAGER
Email: orland @fhaproducts.com
Property Owner Information
VERAMENDI, JOSE I ; VERAMENDI, MONICA Y ;
Name VERAMENDI, GISSELLE ; VERAMENDI, ROSA Phone: 3z l —j — lctt 9
Street: 126 ROYALTY CIR Resident of property?: OWNER
City, State Zip: SANFORD, FL 32771
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST. Fax: 407-4728380
City, State Zip:
Name: N/A
Street: N/A
HOLLYWOOD, FL. 33312
City, St, Zip: N/A
Bonding Company: N/A
Address: N/A
State License No.: CGC061890
Architect/Engineer Information
Phone: N/A
Fax: N/A
E-mail: N/A
Mortgage Lender: N/A
Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61h Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
NOTICE : In addition to the requirements ofthis permit, there may be additional restrictions applicable to this property that may be-\
found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner ofthe properly of the requirements ofFlorida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIVAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
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01
s Oen c2yAss0a\ to
Me or Permits
Required: Building Electrical Mechanical[] Plumbing Gas[] hoof El Construction
Type: Occupancy Use: Flood Zone: Total
S,q Ft of Bldg: Min. Occupancy Load: # of Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures Fire
Sprinkler Permit: Yes No # of HeadsFire Alarm Permit: Yes No APPROVALS:
ZONING: UTILITIES: ENGINEERING:
stff7i
lu3a:Cl am
WASTE
WATER: BUILDING:
sF"_ _ i A-_Zte • 2- Revised:
January 1, 2019 Pemit Application
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Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford
Seminole County, Winter Springs
Date:.
I hereby name and appoint: LUIS COLLAZO AND MAWRYS RODRIGUEZ
an agent of. FLORIDA HOME IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
126 ROYALTY C_I_R_ SANFORD, FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number: CGC061890
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF 5't--
The foregoing instrument was acknowledged before me this Igday of N CM ,
200___I, by WAYNE T. BURNETT who iersonally known
to me or who has produced
identification and who did (did not) take oath.
Notary Seal) Paul Norman
Nosy Public
z
Pav Pue« state of Florida
o res 3 1012020
OF .0 1Jly Comm sioon 97*1
mmissl
Rev. 08.12)
cLl kilrk ,A
Print or type name
Notary Public - State of
Commission No.
My Commission Expires:
as
SCPA Parcel View: 33-19-30-5QS-0000-0180 Page 1 of 2
Property Record Card
100P'A'N& Parcel: 33-19-30-5QS-0000-0180
Property Address: 126 ROYALTY CIR SANFORD, FL 32771
Legal Description
LOT 18
CROWN COLONY SUBDIVISION
PB 61 PGS 76 - 78
Taxes
2019 Working 2018 Certified
Values Values
Valuation Method Cost/Market
1
169,218 —
Cost/Market
Number of Buildings 1 ®
160,408DepreciatedBldgValue
Depreciated EXFT Value 300 313 —
Land Value (Market) 37,900—$37,900
Land Value Ag
Just/Market Value 207,418 198,621
Portability Adj
Save Our Homes Adj 90,964 84,562
0Amendment1Adj0
P&G Adj O
Assessed Value 116,454 114,059
Tax Amount without SOH: $2,937.95
2018 Tax Bill Amount $1,350.78
Tax Estimator
Save Our Homes Savings: $1,587.17
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 116,454 50,500 65,9541_
Schools 116,454 25,500 90,954
City Sanford I $116,454 50,500 65,954
SJWM(Saint Johns Water Management) 116,454 50,500 1 65,954
County Bonds 116,454 50,500 1 65,954
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 7/1/2018 09168 0001 i $100 No Improved
SPECIAL WARRANTY DEED 9/1/2003
t _ _
05027 0944 147 100 . Yes Improved
WARRANTY DEED j 1/1/2003 04694 i 0484 285,800 i No Vacant
Find Comparable Sales
Land
Method Frontage Depth I lnits Price Land Value
LOT 1 { $37,900.00 ` $37,900
Building Information
Is Bed/Bath count incorrect? Click Here.
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=3319305QS00000180 11/6/2018
Grant Maloyy, Clerk Of The Circuit Court & Comptroller Seminole Countyy, FL
Inst#2018131808 Book:9252 Page:354; (1 PAGES) RCD: 11/20/2018 9:02:52 AM
REC FEE $10.00
SBfTP3RBY: ANarnRBARAEPAZqAddress'
LO PR VE p . R034
SUNPORTDR_ 9401. ORI SNDO FL 328 NOTICE
OF COMMENCEMENT State
of Florida County
of Seminole Permit
Number. Parcel ID Number. 33-19-30-5QS-0000-0180 The
undersigned hereby gives notice that Improvement will be made to certain real property, and to accordance with Chapter
713, Florida Statutes, the following Information is provided In this Notice of Commencement. DESCRIPTION
OF PROPERTY- (Legal description of theproperty and street address If available) ALTY
GENERAL
DESCRIPTION OF IMPROVEMENT: WINDOWS
OWNER
INFORMATION: Name-.!
OI JOSE I ; VERAIVEM1 MONICA Y ; VERANUNDI GISSELLE ' VERAW= ROSA Address:
126 ROYALTY CIR SANFORD, FL 32771 Fee
Simple Title Holder (if other than owner) Name: WA Address:
N/A CONTRACTOR:
Name:
FLORIDA HOME IMPROVEMENT ASSOC. Address:
3044 SW 42 ST. HOLLYWOOD, FL 33312 Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(b), Florida Statutes. Name:
N/A Address:
WA In
addition to himself, Owner Designates N/A of To
reoelve a copy of the Lienor's Notice as Provided In Section
713.13(1)(b), Florida Statutes. Expiration
Data of Notice of Commencement (The expiration date is 1 year from date of recording unless a different
date Is specified) WARNING
TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART 1. SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penalties of pejury, i declare that i have read the foregoing and that the facts stated In It are true two
the beat of m owledge and belief. LkA
Owners
printed Name Florida
Statute 713.13(t)(g): • The owner must sign the noUreof mmrtewncerreMand no one else may hepemftod to alpin his or heraftW State
of _ %i1 County of The
foregoing Instrument was acknowledged before me this A— day of 20 i 1 C
by
In sk\ e 1MQ / Who Is personally known to me4,T ,` '{ `A, Namaofperson
maldngstetement
ORwbohas produced Identification
typeproduced;
REQUMEDINSPECTIC
l Affi a- X—
kFooterSetbac
Fbundation•/Form Board..*Survey
Slab-/Wb o S-lab-Prepour
Lintel / Tie- Beare / Fill Down Cell
S --heathffig-L WaIrs-
i Sheathing-L, Raof
I RoofDry In
IFrame
Insulation Rough In
iFirewall Scr'ew Pattern
IDrywall / Sheetrock
Lath Inspe d.oii
Final Solar
Final Roof
Final Stucco. ,Siding
Insulation Final
Final Utility; Building -
Final Door
Final-WfficTo'w
Final Screen'.Room
Final. Pool Spreen. Enclosure.
Mobile Home Building - Final
Fre:-Demo
Final' Demo.
Final Single Vam , R-esfdence,
Final. Building (Other)
Addiress:
rM
Mn Desclktion
Electric. Underground
Footei /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
I Electric Final
Minim
Mr, , AMI11IS R
Mar. IIMSB!e n®n Ime CZ!Ed(DM
I Plumbing Underground
Plumbing Sewer
Plumbing Tub. Set
Plumbing Final
g
BEIM Max limsgechon DescAlelflon
Mechanical Rough
Mechanical. Final
M
Mfn max
Gas Underground
FG--a Rough
REVISED, Jbne 20144
RECORD COPS'
F D City of Sanford
Building and Fire Prevention
Product Approval S cification Form
LDIA/G
Permit # # 1 8- 4 5 7 7 Sr NFORD
OFPARA
Project Location Address 126 ROYALTY CIR, SRD, FL 32771 As
required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information
and product approval number(s) on the building components listed below if they are to be utilized
on the construction project for which you are applying for a building permit. We recommend that you
contact your local product supplier should you not know the product approval number for any of the applicable
listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance
with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval
can be obtained at www.floridabuilding.org. The
following information must be available on the jobsite for inspections: 1.
This entire product approval form 2.
A copy of the manufacturer's installation details and requirements for each product. Category /
Subcategory Manufacturer Product Description
Florida
Approval # include
decimal 1.
Exterior Doors Swinging
Sliding
REVIEWED POR Sectional
Roll
Up rL^ VQ Automatic
DATE Other
2.
Windows Single
Hung CWS 8100 SERIES L4091.1/FL16177.1 Horizontal
Slider CWS 8200 SERIES FL4092.2 Casement
Double
Hun Fixed
CWS 8300 SERIES L4093.1 Awning
Pass
Through II DIVIRIOKI Projected
Mullions
APE LICENSE
TO PROCEED WITH THE ORK AND NOT AS Wind
Breaker AUTHORITY TO VIOLATE, CANCEL., ALTER OR SET Dual
Action CODES, NOR SHALL ISSUANCE OFA PERMIT PREVENT Other
THE BUILDING OFFICIAL FROM THEREAFTER CONSTRUCTION
OR VIOLATIONS OF THIS CODE June
2014
Category / Subcategory Manufacturer ' Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
piks,
CUSTOMER NAWIE i LEM NUMBER I 7VPE
POW
35 3/4 x 17 7/8
40) FL4093.1
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@cwscc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext221
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 Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
sal Validation Checklist - Hardcopy Received
FI-4091 R8 COI EvalRenort154F,pdf
Standard Year
AAMA/ W D M A/CSA/ 101/I. S.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
PA TAS 202 1994
httD://www.floTidabuildino.ora/Dr/Dr aoD dtl.asDx?Daram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/26/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/08/2017
Date Approved 12/12/2017
Summary of Products
I---
FL # Model, Number or Name Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Installation InstructionsLimfsofUse
Approved for use in HVHZ: No I FL4091 R8 U CWS-154F.odf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation. Reports
Other: SH-8100, Max. size 53.125" x 76". Glass. complies FL4091 R8 AE EvalReport154F.pdf 1
with ASTM E1300-04, .... _...... Created by Independent Third Party: Yes
4091.2 SH 8100 SH-8100 Vinyl Single Hung, Non Impact.
Limits of Use I Installation Instructions
Approved for use in HVHZ: Yes FL4091 R8 II CWS-485C.pdf
I Approved for use outside HVHZ: Yes ! Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE EvalReport485C.ndf
see installation dwgs.. for DP. Glass complies with ASTM E1300- Created by Independent Third Party: Yes
04.
4091.3 SH-8100 Continuous Head & Sill I SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -
Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R8 II CWS-442C.12df
1 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalReport442C.p f
DP +67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes
4091.4 SH-8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill; Non -Impact. j
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R8 II CWS-492C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see FL4091 R8 AE EvalRebort492C.pdf
chart on installation dwgs. for DR Glass complies with ASTM Created by Independent Third Party: Yes
E1300-04.
r4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL4091 R8 II CWS'-293D.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies I FL4091 R8 AE EvalReport293D.pdf
with ASTM E1300-04. Created by Independent Third Party: Yes -_--
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone• 850-487.1824
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ZJ NR
ENGINEERING &
CONSULTING, INC.
1.239 .labara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 154F
August 28, 2017
Product Description: Series 81.00 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77 1 /4" flange size
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 6"' Edition (2017) Florida Building Code outside 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-154F, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed:AA.MA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-154F, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-154F.
Limitations of Use: This product:
May be used in the configurations and sizes and with daylight openings as indicated in
CWS-154F
Achieves design pressures as indicated in comparative analysis table in CWS-154F
Is non -impact and requires the use of shutters in windborne debris regions
4 May not be used in the High Velocity Hurricane Zone
Requires glass as shown in CWS-154F
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154F
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.
tS it i l ltt I,,
F ISM s 4
Lucas 8/28/201755t32Jf • ...
Turner Lucas A. Turner, P.E. 2017-08-30
15:58+20:00 FL PE #58201.
y SS'- STATE_ OF
C) "
zir B
MAX.
UNITHEIGHT i-
36 11116"
MAX.
SASH
HEIGHT
T--i==
63 6116" MAX
OVERALLFLANGE
HEIGHT
621/16"
MAX
UNIT l—
HEIGHT 2MAX
SASH
SINGLE HUNG - NQWMPACT
SHOWN wfDIFFERENT OPTIONS)
54 318
MAX OVERALL.
FLANGE WIDTH
54 318" ^'
MAX OVERALL.
531/8" FLANGE WIDTH
MAX UNIT WIDTH531(8" 48 15116- MAX. UNIT WIDTH
GLASS DLO
A 4615116" --
IGLASS DLO
S335S
19 2'
OVERALLFLANGE
HEIGHT66
O 33 51116" GLASS4x"i
71d"
MAX
C,
UNT'!HEIGHT ISS3MAXX16
SASHIHEIGHT, DLOGLASS
6 I A J
46 5Li6" 46.5/16" — GLASS OLO
GLASS OLO
5 HI- SASH 'ORIELEQUALSPLIT
54 316'
MAX OVERALL
FLANGEWIDTH
53 i/B"
MAX. UNIT WIDTH
48 15116" --{
GLASS DLO !
46 5/16" --I.
GLASS OLD
60/40 SPLIT ORIEL
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...,I
DP CHARTS & GLAZING DETAIL......2
SECTION VIEWS & ALT. FRAME..... 3
EXTRUSIONS & B.O.M ....... .............4
ANCHOR SCHEDULE & NOTES ...... 5
INSTALLATION DETAILS..................6
33 5116" GLASS
GENERAL NOTES:
1. THE PRODUCT SHOWN. HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION,
2. GLAZING OPTIONS:. (SEE SHEET 2)
3. CONFIGURATIONS: "O/X".
4. DESIGN PRESSURE RATING (SEE SHEET 2):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01109.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01109.
5. ANCHORAGE: THE 33.1/3 % STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR
DETAILS. WINOLOAD DURATION FACTOR Cd=1S WAS USED FOR WOOD
ANCHORCALCULATIONS. 6.
NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM
IS REQUIRED IN WIND BORNE DEBRIS REGION, 7..
ALL FRAMES AND VENTS FULLY WELDED.: SMALL JOINTSEAM SEALANT USED
AT FIXED MEETING RAIL AND JAMB. 8.
SERIES 1 .MODEL.DESIGNATION-SH-8100. 9,.
THE DESIGNATION X.AND O STAND. FOR THE FOLLOWING: X =
OPERABLE SASH, 0=.FIXED ISASH 10.
SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION,
11.
EXTERNAL WEEP SLOT= 1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS. Lucas
Turner
2017-
08-30 17:
10+20:00 CONFIG.
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING EQUAL
53-1/8" x 76" SEE COMPARATIVE ANALYSIS CHART,
SHEET 2 NONE
5
HI ORIEL 53-1/8" x 68-1/4" NONE 60/
40 ORIEL 53-1/8"x 62-1/16„ NONE omgom-
F' SYSTEMS1900.
SW 44TH.. AVE. OCALA.
FLORIDA 34474 W
WW .0 WS.CC 8100
PVC SINGLE
HUNG NON -
IMPACT z <
Zp z
WW o <I-zw wzozCIt—t O
Qcq§>OOf m Z
Z= 2< w o o O
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W
OU) U)O w[r1w Fr. Zfn W O. J f/) H- aCwrx-O m W N.
58201 -P L i
o_
V-
STATE OF SfONAL'
t 8/
29/2017 LUCAS
A. TURNER, P.E. FL
PE'# 582D1 1239
JABARA AVE. NORTH
PORT. FL 34288 PH.
941-380-1574 EET
DESCRIPTION: GENERAL
NOTES AND ELEVATIONS
AWN
BY: DATE: BAT
04/29/08 NG
r- REV.: CWS-
154 F ALE:.
SHEET 1:
33.33 1 OF 6
Design Pressures (PSF) with Glass Types A, B, C, or D
Unit Sash Unit Widths (in.)
Heights (in.) Heights(in.) 23 1/2 27 1/2 29 1/2' 31 1/2 35 .1/2 39 1/2 41 1/2 43 1/2 47 1/2 51 1/2 53 1/8
35 1/2 17 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / • 75 50 / -75
39 1/2 19 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75
41 1/2 20 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.1
43 1/2 21 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.4 50 / -70.6
47 1/2 23 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -68.9 50 / -66.2
51 1/2 25 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -72.7 50 / -65.2 50 / -62.6
53 1/2 26 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 5D / -75 50 / -75 50 / -71 50 / -63.6 50 / -61
55 1/2 27 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -69.5 50 / -62.1 50 / -59.5
59 1/2 29 50 / -75 50 /-75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -66.8 50 / -59.5 50 / -57
63 1/2 31 50 / -75 50 / -72.9 50 / -72 50 / -71.6 50 / -71.6 50 / -71.6 50 / -71.6 50 / -71.6 50 / -64.6 50 / -57.3 50 / -54.8
65 1/2 32 50./ -73.2 50 / -69.1 50 / -68 50 / -67.4 50 / -67.3 50 / -67.3 50 / -67.3 50 / -67.3 50 / -63.6 50 / -56.4 50 / -53.9
67 1/2 33 50/-69.8 50/-65.6 50/-64.4 50/-63.7 50/-63.4 50/-63.4 50/-63.4 50/-63.4 50/-62.7 50/-55.5 50/-53
71 1/2 3S 50 / -64 50 / -59.7 50 / -58.3 50,/ -57.3 50 / -56.5 5D / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -53.9 50 / -51.5
74 3/4 36 5/8 50/-59.9 50/-55.6 50/-54.1 1 +50/-53 50/-51.8 50/-51.7 50/-51.7 50/-51.7 50/-51.7 50/-51.7
76 37 1/4 1 +50/-58.5 50/-54.1 50/-52.6 1 +50/-51.5 50/-50.2 50/-50 50/-50 50/-50 50/-50 50/-50 50/-50
7-718" OVERALL
118" ANNEALEDI
I---518" AIR SPACE
118" ANNEALED
i I
7/0" OVERALL 718' OVERALL-+-7/8' OVERALL
3116" ANNEALED--1-1/8' TEMPERED - fF3116' TEMPERED
112' AIRSPACE 'j- 5l8' AIR SPACE 1/2' AIRSPACE
3116' ANNEALED j j'--118' TEMPERED3116' TEMPERED
552 ORnnA6PUFELTGLAZE "H' I 1
I552ORI
48 P RFECTGUQE'H- I 1 I I 46 P RFE552ORCTGLAZE'H" SITE f
I ; jl p I v 1/2- GLASS BITE ---- I I `"1/2' GLASS BITE I+) I I - 112' GLASS BITE GLASS TYPE
B GLASS TYPE C GLASS TYPE D NOTE: IF
SIZE
INTENDED IS NOT SHOWN. USE NEXT LARGER SIZE. iam' WINDOW
SYSTEMS
1900SW 44TH
AVE. OCALA• FLORIDA
34474 wWW.CWS.
CC 8100 PVC
SINGLE HUNG
NON -IMPACT
t z
3 Qzo z 0W
p W z
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LSOE
Nz. S•.'P' . tN. 58201
0. STATE OF ;
Qj` SS OINA ` •: 1;
2_ 8/
28/2017
LUCAS A. TURNER,
P.E. FL PE # 58201
1239 JABARA AVE..
NORTH PORT, FL
34288 PH. 941-380-
1574 SHEET DESCRIPTION: COMPARATIVE
ANALYSIS AND
GLAZING DETAILS
DRAIHNBY: DATE: BAT
04129/08
OWG_x: REV.:
CWS-154 F
SCALE I SHEET-
1:1 2
OF 6 '.
ckwum' .
WINDOW SYSTEMSINTERIOR1900SW44THAVE.
Ali OCALA. FLORIDA 34474
WWW.CWS.CC
45 32 54 12. 38 13 35 3 4 45
8100 PVC
SINGLE HUNG
L
w
NON -IMPACT
z Q z
0z3W
o
zaawrn
33 z0FWZVFa=
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SECTIONB-8 p7SOZZjwm
53— v NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
z OOVvi oU- z LL O O " O2p25FO ? RIGHT SIDE SHOWS SASH SECTION VIEW.
W wo WwwoZ:c0.. O cnNO.> 14 39 O w W
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27 B
71
39 INTERIOR
PNORE4,
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w • No 59201 % :a
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13% STATE OF :emu/;
29 p R t O PSG\C
BONA
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65
66
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46
69 zz
34 (I
48 xaxao i7
8 U 13
LUGA5 A. TURNER, P.E.
G- FL PE # 58201
1239 JABARA AVE.
30 NORTH PORT, FL 34288
PH, 941-360-1574
Q SECTION C-C SHEET DESCRIPTION'
ALTERNATE FIN FRAME
SECTION VIEWS
SECTION A -A
DRAWN BY: DATE:
BAT 04/29/08
DWG#: REV.:
CWS-154 F
NOTE: ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56, 64, 67-68
1:2 3 OF 6
2 H-6031 Main Fr., SH, w/Flg ,PVC, Sill htikmn I Vinyl
3 H-6031 Main Fr.. SH, w/Flg., .PVC. L. Jb. Mikron Vinyl.
4 H-6031 JMain Fr., SH, w/Flg., PVC. R. Jb. Mikron Vinyl..
S H-1836 Meet. Rail, Fxd. Keymark Alum
8 H-6027 Sash Meet, Rail, PVC- Mikron Vinyl 3
9 H-1497 Reinf. Sash Meet. Rail Keymark Alum
Mikron Vinyl PVC FRAME FIN
Mikron Vinyl d H=6026
3 118"
2 11116"
16"
tp., 0.270 x .161 030K rmseai, Uray
tip_ 0.270 x .187 back FinSeal, Gray
I unraraD
I Ultrafab
PVC FRAME FLANGE
H-6031
1 118^—t--
5/16'—
r 19
T L-1/16-
PVC SCREEN SUPPORT
S-6014
rtp., 0.270 x .187 back FinSeal, Gray Ultrafab
tp., 0.270 x .187 back FinSeal, Gray Ultrafab
x 2.1/2 PH Mod. Truss Type A. Tek 2 Ajax Steel
x 0.625 Ph PH SMS Hub City Steel
x 1.250 PhfH TEK, Will. Hub City Steel
x 314 FH PH w/#5 Head, TEK,. Wht Hub City Steel
am Sealer, SM-5504 Schneee p
Plug, 112" Hole M&M Nylon ca(
lex552 or Pudect Glaze "H" I Sika/Henkel. L.
Elk.. 85 Our., 1/8" x 5/8" x 2" Lg. I F. Lowe Rubber L
ills" REINF.
SASH MTG. RAIL H-
1497 T
5/
16' 0
1
5I/8" L -
1111"
PVC
SASH BTM. RAIL H-
6028 1
3/ 16" -+- II`
1 1
5/8' I1116'
1
PVC
SASH SIDE RAIL H-
6004 V2'
I
r ,8 1116"
PVC
SCREEN CATCH S-
6013 3/
4" — -- 3116'-
1 j—
ills- REINF.
SBR/SSR S-
1498 65
1 P-3581 I Screen Cloth, 18 x 15 Fiberglass detlerwe moergiass 66
P-3228 Screen Spline, .155 Dia., Blk. Dapa Vinyl 67
P-3029 Screen Pull Tab Summit Alum 1/2---( 68
P-3033 Screen Spring, SS FI. Screen SS Vinyl
3/
16" I 3" 1 i69H-6026 Main Fr., SH, w/Fin:,. PVC Mikron 70
P-3113 Screw Support for PVC T. Plastics Nylon T- 70
7t
S-6063 Fixed Rail Corer Mikron Vinyl SCREW SUPPORT P-
3113 j
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 6-7, 11, 21-23, 29. 31. 41-43, 47. 49-50, 57-61 FRAME
CORNER CONSTRUCTION ®•
231i6"—
WINDOW SYSTEMS1900
SW 44TH AVE. 8
FLORIDA 34474 WWW.
IWWW.CVJS.CC 1
518" 1116"
r
CORNER
WELD 8100 PVC ALL
SIDES) SINGLE HUNG PVCSASHMTG. RAIL H-
6027 NON -IMPACT z
QFZ
37WZ-Oz KF_zW LL
1-w z 3 x Z
z= Q Q' QOOt-Od<m'm FIXED
MEETING RAIL OI Z . - z H 1lt6'
SCREWED TOGETHERWITH Z O z U rn O- 21/
8" OUTERFRAME Q I- z M Z O u- z 1:6 %' ¢ptu 0? Z
1—
IiI W RwwowOW JI--1/8' Znw 0-Co - FIXED
MTG. RAIL O w O a O2 > H-
1836 a a it a N col
OREw 3(
8' w.'t. No58201 % L 13l16' '
9P'
STATE OF :• W PVC
SASH STOP?6"
p,S CORtt=P'VN' 1l
I 1
4Ire" I
8/
28/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 PVC
GLAZING BEAD 1239 JABARA AVE. S-
6064 NORTH PORT, FL 3428E PH.
941-380-1574 gpg•
SHEET DESCRIPTION: BOM
AND EXTRUSIONS r51,
6" f
1116" DRAWN BY: DATE: L--
LT BAT 04/29/08 DWG-
N: R -V PVC
FIXED RAIL COVER S-
6063 CWS-154 F SC—
ALE—SHEET 1:
8 4 OF 6
L MAX. O.0
6" MAX. (TYF
6" MAX (TY;
IQ:
MAX. O.C.
TYP.)
4" (TYP)
4- (TYP)
E CHORLAYOUT-(FLANGE)
TE 2
4" MAX, (TYP)
4• MAX. (TYR)
8" MAX O.C.
TYP.)
THRU FRAME ANCHOR
MEETING RAIL AT FIXED MEETING RAI
CENTERLINE (TYP.)
NSTALLATION
ANCHORS TYP.
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD
ANCHOR LAYOUT - (FIN)
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
TE 2 W WW.CWS.CC
1
8100 PVC
SINGLE HUNG
NON -IMPACT
3 <z ow0 Q o INSTALLATION Z •W -1 O
ANCHORS TYP. wp Z co Z> O of3: m
LL I¢-w3z1-32 TO00b < (ifUUc_n I" Zak=Dom.
O O O -nL)- UUO
C 0wOF-LLOZ
Q 0.>- U~oc6
w I0WUn00wU)w
apw0a0x> araM3amv
No 56201 a: =
Z
9'. STATE OF : W O
R P•Z: 0
NAL E. 2.
SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATERTHAN1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE I y CONSTRUCTED OF
HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. f- 8/28/
2017 3. ANCHOR
TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLES. SHEET 6. LUCAS A. TURNER, PcE. 4. ALL
INSTALLATION ANCHORS MUST BE MADE OFORPROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN. CONTACT WITH PRESSURE TREATED WOOD MUST FL PE # 5$201 BE PROTECTED TO
PREVENT REACTION. 1.239JABARA 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, 342B8
PH. gat-380-
1-157a SPECIFIED INTABLE
1. SHEET 6. SHEET DESCRIPTION: 6. ANCHOR EMBEDMENT
TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE At OPTIONAL. 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: 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 04/29/08 SUBSTRATES SHALL MEET
THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 6. CONCRETE AND MASONRY. SUBSTRATES MAY NOT BE CRACKED. DWG 4: 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-154 F SCALE: SHEET FMA/
AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE. WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAiAAMA^NOMA 300(EXTERIOR DOORS) 1:25 50F6
MIN. EMBEDMENT =
TYPICAL HEAD ANCHORAGE SEE TABLE 1 SUBSTRATEIBYOTHERS
MIN. EDGE DIST. 1/4` MAX SHIM— SEE TABLE 1
SEE TABLE 1 r
SUBSTRATE BY OTHERS- j SEE TABLE 1 1 EDGE DIST,
MIN. EMBEDMENT SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1 7-4BYNSTALLERjIINSTALLATIONANCINSDEANDOUT / SEE TABLE 1
SEALANT BEHIND -
FLANGE BY INSTALLER
INSTALLATIONSEETABLE1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHEF
SEE TABLE 1
114" MAX. SHIM
114" MAX. SHIM
MIN. EMBEDI
SEE TABLE 1
MIN, EDGE DIST.
SEE TABLE 1
A, VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE. TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE CONC
NGE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITW TAPCON 1"
FLANGE
FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1.1/4" 2-1)2"
FLANGE 2XMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON
OR ELCO ULTRACON 1 3/8" 718"
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 7/8'
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
33 KSI YIELD MIN)
010.16 HILT] KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060" 7116"
FLANGE 1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
910 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125" 7/16"
FIN 2XMIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-1/2" 1/2"
MIN. EDGE DIST. - SUBSTRATE
WINDOW SYSTEMS IS_-
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA, FLORIDA 34474
114" MAX. SHIM-^{ WWW.CWS.CC
1- 8100 PVC
SINGLE HUNG
SEE TABLE
EMBEDMENT NON -IMPACT
Z 3 <Z3:
PERIMETER SEALANT Z 00 0 < O CS
n BY INSTALLER w Z U) Z It z I-
L.400 INSIDE AND OUT 0¢ m 3} o 3 m
INSTALLATION ANCHOR Z Z i - < X w 0 0SEETABLE1OO1- O Lj a. = F
SEALANT BEHIND U 0 U) Z ~ 0) EL
FIN BY INSTALLER Z p Z U -i Z j U1HORIZONTALSECTIONt= - 2E O - Z
6 TYPICAL FIN ANCHORAGE < O H O F=- O -
HEAD AND SILL SIMILAR FOR FIN INSTALLATION H O 0 } o ZO 6
w ZNU)w0,rn ap. wt=-0 WX t}nIfHaf3a
p HORIZONTAL SECTION
6 BOX FRAME INSTALLATION
SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGE WINDOWS.
z I
8/28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
INSTALLATION DETAILS
BAT 04/29/08
VGM REv.:
CWS-154 F
ALE: SHEET
1 :2 1 6 OF 6
1/4/2018 Florida Building Code Online
T
BCIS Home Log to User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBCStaff BCIS Site Map I Links Search
ICll B a •v
t a Product Approval
ig USER: Public Users.
Product Approval Menu > Product or Application Search > Application List > Application Detail
i
FL 4 FL4093-R9
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext245
kpine@cws•cc
Kevin Pine
kpine@cws.cc
ay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
352) 368=6922 Ext 221
amonteverde@cws.cc
Windows
Fixed
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL4093 R9 COI EvalReport234F.pdf
Standard Year
AAMA/WDMA/CSA/101/I.S.2/A440-05 2005
AAMA/WDMA/CSA/101/I.S.2/A440-08 2008
PA TAS 202 1994
htfp://www.floridabtiilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDquzg3lp/`2b4g5faCwYPbNZfr6Kc3j7EcCI BDg`/o3d 113
114/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
4093.1 8300 Vinyl Fin/Flange Picture 8300 Vinyl Fin/Flange Picture Window
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4093 R9 II CWS-339E.odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvaiReoort339E.odf
by Independent Third Party: YesASTME1300-04. Created
4093.2 i PW-8100 Vinyl FIg/Fin Picture PW-8100 Vinyl Flg/Fin Picture Window.
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4093 R9 II CWS-234Epdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
i Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReoort234F odf
ASTM E1300-04. Created by Independent Third Party: Yes
14093.3 PW-8150 Vinyl Fig/Fin Picture PW-8150, Vinyl Fixed Window, Non -Impact.
j Window I
Limits of Use
Approved for use in HVHZ: Yes
Installation Instructions
FL4093 R9 II CWS-506C.odF
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport506C.pdf
ASTM E1300-04. Created by Independent Third Party: Yes
4093.4 PW 8150 Vinyl Fig/Fin Picture PW-8150 Vinyl Fixed Window, Non -Impact, Continuous Head &
Window Sill.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4093 R9 II CWS-511C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +67.5/-67.5 Evaluation Reports
Other: Oq, See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport511C.odf
ASTM E1300-04. Created by Independent Third Party: Yes
4093.5 PW-8300 Vinyl Fig/Fin Picture PW-8300, Vinyl Fixed Window, Non -Impact.
Window
Limits of Use I Installation Instructions
Approved for use in HVHZ: Yes FL4093 R9 II CWS-507C.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
I Impact Resistant: No Created by Independent Third Party: Yes
iDesign Pressure: N/A Evaluation Reports
Other: See detail for sizes and DPs. Glass complies with FL4093 R9 AE EvalReport507C.pdf
ASTM E1300-04. Created by Independent Third Party: Yes
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Convr'oht 2007-20I3 State of Florida.:: PriVaCY Statement.:: nccessiblllty Statement :: Refund Statement
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcClBDg%3d 2/3
1/4/2018 Florida Building Code Online
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 electronicmailtothisentity. Instead, contact the office by phone or by'traditional mail. If you have any questions, please contact 850.487.1395, `Pursuant to Section455.275(i ), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mustprovide 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: eCr=•
cp Credit
Card Safe
http://
www.Poridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faCwYPbNZrr6Kc3j7EcCl BDg%3d 3/3
URNER
ENGINEERING &
CONSULTING, INC.
1.239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 339E
August 28, 2017
Product Description: Series 8300 PVC Fixed Window, Non -Impact, 84" x 96" and 120" x 48" unit
sizes
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 6`h
Edition (2017) Florida Building Code outside 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-339E, signed and seated by Lucas A. Turner, P.E.
3) Test Report NCTL-21.0-3807-1, - IA, -2, -2A, 73 and -3A, from National Certified Testing
Laboratories, Orlando, FL, signed and. sealed by Gerard J. Ferrara, P.L.
a. Testing Performed: AAMA/WDMA/CSA 101/1.&2/A440-08
4) Supplemental Calculations to support CWS-339E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-339E.
Limitations of Use: This product:
May be used in O configuration in sizes up to 84" x 96" and 1.20" x 48" unit size, with max. glass
daylight sizes as indicated in CWS-339E
Achieves design pressures as indicated in comparative analysis table in CWS-339E
Is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
Requires glazing as shown in CWS-339E
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-339E
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.
ttiti+tirtrrrrr
G1 t S' U4'.
Lucas:`
s.•
tC' 5, 8201
Turner w
2017-08-30 o rc
z> STA'I'F OF
rjffcSj0 N A\
L
g/2s/2o17
Lucas A. Turner, P.E.
FL PE #58201
PICTURE WINDOW - NON -IMPACT
97 114" # MAX, 1
FLANGE, mr: T B
MAX. UNIT
851141. MAX, FLANGE WIDTH
84' MAX. UNIT WIDTH.
81 118" GLASS DLO WIDTH---
A=- -
I
B
I
O I 93 118"
GLASSDLO
I g
I C
a
C I 8
C A A
121 1/4" MAX. FLANGE WIDTH
120" MAX. UNIT WIDTH
117 1/8" GLASS DLO -j
49 114"
MAX.
FLANGEHEIGHT
O
46"
MAX. UNIT
HEIGHT
TABLE OF CONTENTS
GENERAL NOTES 8 ELEVATIONS.....1
ARCHITECTURAL SHAPES.................2
GLAZING DETAILS ............................3
COMPARATIVE ANALYSIS..................4
SECTION VIEWS 8 ALT, FRAME ........ 5
BOM 8 EXTRUSIONS ...........................6
ANCHOR SCHEDULE 8 NOTES .......... 7
INSTALLATION DETAILS.....................8
45 1/8"
ASS DLO
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: "O". ARCHITECTURAL SHAPES INCLUDE, BUT ARE
NOT LIMITED TO, THOSE SHOWN ON SHEET 2.
4. DESIGN PRESSURE RATING (SEE SHEET 4):
NEGATIVE.. DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01109.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01/09.
5. ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMESFULLY WELDED.
8. SERIES / MODEL DESIGNATION PW-8300.
9. THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING:
0 = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
84" x 96" SEE COMPARATIVE ANALYSIS
CHART, SHEET 4
NONE
120" x 48" NONE
Lucas
Turner
2017-08-30
17:13+20:00
g®fll '
I
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
NON --IMPACT
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N. 58201 v
q O•-•
STATE OF P•'
NZ` GSS`ONA1E,F s/
2Sio7 LUCAS
A. TURNER, P.E. FL
PE 4 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 i
PH.941-380-1574 GENERAL
NOTES AND ELEVATIONS
ADE
02/08/09 G
b: REV.: CWS-
339 E ALE:
SHEET 1:
33.33 1 OF S
0 (::: > FULL ELLIPSE (OVAL1
FULL CIRCLE
TOMBSTONE TRAPEZOID
112 CIRCLE
OCTAGON
NOTES:
1. SEE SHEET 7 FOR. DETAILED ANCHOR INSTALLATION REQUIREMENTS.
2.THRU FRAME - MASONRY, WOOD OR METAL OPENING.
THRU FIN - WOOD OPENING.
3. OVERALL SIZE MUST NOTEXCEEDTHE MAX. WIDTH AND HEIGHT OF RECTANGULAR
WINDOWS ON SHEET 1. 4.
ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS MUST
FOLLOW THE LAYOUT SHOWN ON SHEET7, WITH ANCHOR SPACING
MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/
4 CIRCLE TRIANGLE WINDOW
SYSTEMS L 1900
SW 44TH AVE. OCALA,
FLORIDA 34474 WW
W.CWS:CC 8300
PVC PICTURE
WINDOW NON -
IMPACT a
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STATE OF IU/ rrrrnrn
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28/2017
LUCAS
A. TURNER, P.
E. FL PE # 58201 1239
JABARA AVE. NORTH
PORT, FL34288 PH.
941-380-1574
ARCHITECTURAL SHAPES ADE IG
k:
02/
08/
09 REV::
CWS-339 E
ALE:
SHEET 1:1
2 OF
8
r- 1-7/B" OVERALL
3/16' ANNEPLED
j--L--7/2" AIRSPACE
3116" ANNEALED
CT
7r iPURFEEX
552ZE "H"
SS BITE
7B" OVERALL
311G' TEMPERED
1/2` AIRSPACE
3116' TEMPERED
PURFECT GLAZE "H"
SIKAFLEX 552
1 112" GLASS BITE
1" OVERALL II--1" OVERALL
3116" ANNEALED --' i 3116' TEMPERED
5/8' AIRSPACE I-1—T-51B" AIRSPACE
3115" ANNEALED -{ I 3/16" TEMPERED
PURFECT GLAZE "H" (g, PURFECT GLAZE "H"
SIKAFLEX 552 Y SIKAFLEX552
1 112' GLASS SITE 5 ' i11 GLASS BITE
GLASS TYPE B GLASS TYPE D
1" OVERALL
114" ANNEALED
112' AIRSPACE
1/4" ANNEALED
PURFECT GLAZE"H"
SIKAFLEX 552
I
111 GLASS BITE
VI
GLASS TYPE E
1' OVERALL
114' TEMPERED
112" AIRSPACE
114' TEMPERED
PURFECT GLAZE"H"
SIKAFLEX 552
1/2" GLASS BITE
GLASS TYPE F
WINDOW SYSTEMS
1900 SVJ 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW;
NON -IMPACT
a zcwo 4zowzozKzO
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58201 STATE
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I 8/
28/2017 LUCAS
A. TURNER, P.E. FL
PE # SB201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 GLAZING
DETAILS AIDE
02/08/09 vG
a: REV.: CWS-
339 E ALE,
SHEET 1:
1 3 OF 8
0" CONFIG. DESIGN PRESSURES, PSF (POSITIVE AND NEGATIVE PRESSURES ARE EQUAL) jy-/
GLASS WINDOW LONG DIMENSION, UNIT SIZE (IN.)®-}J,„
TYPE 30 36 42 48 54 60. 66 72 78 84 90 90 102 108 114 120 iWINDOWSYSTEMS
A,8 60.0 60.0 60.0 60.0 60.0 60.0 .60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 59.3 57.8 1900 SW 44TH AVE.
30 E 60.D. 60.0 s0.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0. 60.0 60.0 60.0 60.0 60.0 58.5 OCALA, FLORIDA 34474
C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 60.0 60.0 60.0 5B.5 j WWW.CWS.CC
A,13 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60,0 56.2 52.0 48.4 46.1 44A 42.8 41.2 -I
36 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.9 53.3 50.2 1j
C,D.F 97.5 97.5 97.5 97,5 97,5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 60.0 56.9 53.3 50.2 8300 PVC
A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 55.0 49.8 45.5 41.9 % A>'; J=Ta- PICTURE WINDOW
42 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 61.1 ss.4 52.2 50.4 47.2 44.3 NON -IMPACT
w C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 93.6 52.2 50A 47,2 44.3
A,B 60.0 60.0 60.0 60.0 60.0 60,0 60.0 60.0 60.0 55.0 50.0 45.8 40.0 4 `.?..
J
I- 48 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 57.3 52.5 40.0 40.0 40.0 40.0 ¢ z Q Z O
z C,D.F 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5 97.5. 93.1 85.3 a0.0 40.0 - 40.D 40.0 z o J Oo ¢ zLu
z A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 57.0 52.9. 49.0 45.5 O z OU) z } O Ir 3 m
O 54 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 58.9 53.3 48.7 u- 1Q- w 3 Z 1- 2 _
z C,D,F 97.5 97.5 97.5 97.5 97.5 97.5 - 97,5 97,5 97,5 95.8 86.7 79.1. O O t=- O a Q w O O
w A,B 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.4 52.8 49.3 46.1 43.5 v O m z n. r=- aE
0 60 E 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 60.0 56.0 50.4 45.8 z O C7 V.vi j U -.
it C,D,F 97,5 97.5 97.5 97.5 97.5 91..6 91,6 91.6 91.6 91.0 81.9 74.5 ¢ LL w O O z
O A,B -60.0 60.0 60.0 60.0 60.0 60.0 55.7 52.2 48.6 45.6 42.8 40.4 2 ¢ O I- I- I- zN66E60.0 60.0 60.0 60.0 60.0 60.0 55.7 55.7 55.7 53.9 48.2 43.6 H K 0 I}- > > 3 O
C,D.F 97.5 97.5 97.5 97.5 97.5 91.6 83.3 83.3 83.3 83.3 78.4 70.9 z w O "))Iui
O
A.B 60.0 60.0 60.0 60.0 60.0 56.4 52.2 48.3 45.0 42.3 :> )' .;' a0 w p a. Oz r z2
72 E 60.0 60.0 60.0 60.0 60.0 60.0 55.7 51.1 51.1 51.1 46.7 42.0 a F a aw. In
C,
D,F 97.5 97.5 97.5 97.5 97.5 91.6 83.3 76.3 76,3 76.3 75.8 68.3 B
60.
0 60.0 60.0 60.0 60.0 60.0 55.7 51.11 45A 46.4 A
78
E45.6 40.6 O P1.......Y C,D.
F 97.5 97.5 97.5 97.5 97.5 91.6. 83.3 76,3 70.4 70 4 70 4 66 3 G , vVSy.
1CE.N gF.,: Qyc j A,6160.0 56.2 55.0 55.0 52.9 49.3 45.6 423 :, y, :``v`` :`?.' No 56201 64 E-
F 6 00 60.0 60.0 60.D 5B.9 56.0 53.9 51.1 46.4 40.0 40.0 40.0 C,D,
F 97.5 97.5 97.5 1 97.5 95.8 91.0 83.3 76.3 70.4 65.0 65.0 65.0 STATE OF :
4u G S
ONAI
F o I8/
28/
2017 LUCAS A.
TURNER, P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 3428E PH. 941-
380-1574 SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
DRAWN BY:
DATE: AIDE 02/
08/09 DWG.. t:
IREV.: OTES: CWS-
339 i E 1, IF
SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. SCALE: 2. SHADED
SIZES ARE NOT ALLOWED FOR THAT GLASS TYPE. SHEET 1:1
4 OF 8
WIiNDOW SYSTEMS
INTERIOR. 1900 SW 44TH AVE.
8, ' OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
NON -IMPACT
O O(
a ? 3 aZ3
O¢wwZ0 >NQoQrWZOC
x 30SQ[rZ Z2WpO m
UVJ
Varvta O
Z
Z Z 1 (
Igt, (q
U Z LLU 5
i5 15 " } Q3wpw x0Z SECTION
VIEW B-B w O ar >- Z) w w
ZvEw O mt- YOgSa0w•'_O ax U) cc
a B
15
REW' INTERIOR
N.
58201 t xz
STATE
OF F
10
tB
8/25/2017 O
LUCAS
A. TURNER, RE. FL
PE # 58201 2
1239 JABARA AVE. NORTH
PORT, FL PH.
941 380 15742&8 SECTION
VIEW A -A SECTION
VIEW C-C SrEETDESCRIPTION: ALTERNATE
FIN FRAME SECTION
VIEWS DRAY)
N BY: DATE: ADE
02/08/09 DWG#:
REV.: CWS-
339 E ITEMS
NOT SHOWN FOR CLARITY: SCALE: SHEET 9.
11-14 1:1.33 5 OF 8
PARTS LIST FRAME CORNER
CONSTRUCTION
is
CORNER WELD
ALL SIDES)
1:8
ITEM PART # DESCRIPTION VENDOR MATERIAL
1 H-6006B Fr., PW, Main, Head Mikron PVC
2 H-6006B Fr., PW, Main, Sill Mikron PVC
3 H-6006B Fr., PW, Main, L. Jb. Mikron PVC
4 H-6006B Fr., PW, Main, R. Jb. Mikron PVC
5 S-6064 Glz. Bd., Fxd. (7/8" O.A. I.G.) Mikron PVC
8 P-3752 Cap Plug, 1/2" Hole M&M Nylon
9 Purfect Glaze "H", SikaFlex 552 Henkel, Sika
10 P-3352 Set. Blk., 85 Dur., 1/8" x 5/8" x 2" Lg. Frank Lowe Rubber
11 P-3684 PW-8300 Gold Cert. Label, NFRC Tab
13 P-3881 Temporary Lbl. (NFRC/DP)
14 P-3613 CWS Lbl. (logo)
15 GLASS SEE SHEET
16 H-6006A Fr. Main, PVC. Fin Mikron PVC
17 P-3113 IScreyv Support for PVC jTeamPlasticsj Rubber
LINE
6-7,
ITEMS NOT
12
USED.
118"
PVC FRAME FLANGE
H-6006B
2
1/15"
PVC FRAME FIN
H-6006A
6`
112"-
3/16"
l
17
r
SCREW SUPPORT
P-3113
1 (4' r-
PVC GLAZEBEAD
S-6054
WINDOW SYSTEMS IllyZJ
190D SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.Cc
8300 PVC
PICTURE WINDOW
NON -IMPACT
a z Qz
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n.
N. 58201
STATE OF
F
r
8/28/2017
LUCAS A. TURNER, P.E.
FL PE it 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
ADE
9:
02/08/09
REV.; IG
CWS-339 E
ALE: SHEET
1:1 6 OF 8
6" MAX. (TYP.) F•--!--14' MAX. O.C. (TYP.)
6' MAX. (TYP.) ----` y_J
I( i
14'
O
MAX. O.C.
TYP.)
4" MAX, (TYP.)-
4" MAX. (TYP.).
8' MAX. O.C.
TIP.)
ANCHOR LAYOUT - (FLANGE)
120" x 48'
ANCHOR LAYOUT- (FIN)
120' x 48"
6' MAX.
6' MAX.
6- MAX. (TYP,)
6" MAX (TYP.)
11"
MAX. O.C.
TYP.)
4- MAX. (TYP.)
4" MAX. (TYP.)
8" MAX. O.C.
TYP.)
NOTES:
1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. ANCHOR SPACING APPLIES TO ALL SHAPES (SEE SHEET 2) ALONG ALL FRAME. EDGES. SILL
ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/47. USE SHIMS WHERE SPACE
GREATER THAN 1t16" IS -PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT
ALLOWED.
ANCHOR LAYOUT - (FLANGE)
84' x 96" WITH ANNEALED GLASS
ANCHOR LAYOUT : (FIN)
84" x 96'
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 8.
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 BE PROTECTED TO PREVENT REACTION.
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 SPECIFIED IN TABLE 1, SHEET 8,
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 - 1X BUCKS ARE
OPTIONAL.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR. WOOD AND METAL.
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. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
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),. FMA/WDMA 250(BOX WINDOWS), FMA/AAMA/WDMA 300(EXTERIOR DOORS)
1900 SW 44TH AVE..
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
NON -IMPACT
Q z 2. Q Z
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coI a REW
58201
P%
STATE
OF :1 ONA`t .
1 8/
28/2017 LUCAS A.
TURNER, RE. FL PE
0 58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH.941-
380-1574 ANCHOR SCHEDULE
AND NOTES ADE
02/
08/D9 YG-tt:
RE'V CWS-339
E ALE: SHEET
1:40
70178
MIN. EMBEDMENT
SEE TABLET i SUBSTRATE
TYPICALHEADANCHORAGE BY OTHERS
114' MAX, SHIM -- SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE
SUBSTRATE BY OTHERS / \ /— 1'
f
MIN. EDGE DIST.
VVV SEE TABLE iSEETABLE1
MIN, EMBEDMENT j
PERIMETER SEALANT I SEE TABLE i INSTALLATION ANCHOR --(
SEE TABLE i
BY INSTALLER
INS DE AND OUT
n
SEALANT BEHIND n U
FLANGE BY INSTALLER L 114" MAX. SHIM
i 5—PERIMETER SEALANT
BYINSTALLER
i INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
INSTALLATION ANCHORONTAL SECTION
SEE TABLE 1 8 TYPICAL JAMB ANCHORAGE
ilU(jf Dt 1J4- MAX. SHIM
SEALANT BEHIND I
FLANGE BY INSTALLER \ I _L
PERIMETER SEALANT MIN. EMBEDMENTBYINSTALLERIISEETABLEIINSIDEANDOUTI
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN. EDGE DIST.
SEE TABLE 1
SEALANT UNDER SCREW / A VERTICAL SECTION
HEAD BY INSTALLER B TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN, EDGE DIST.
FLANGE CONCRETE (2.0 KSI MIN.) 3116" 17W TAPCON 1-1l2" 1-1/8"
FLANGE 2
NGE CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1" 1"
FLANGE GR -
FLANGE ZXMIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON
OR ELCO ULTRACON 1-318" 7/8"
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-318" 7/8"
FLANGE 16 GAUGE (0.050") MIN. STEEL STUD
33 KSI YIELD MIN)
10-16 HILTI. KWIK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060" 7116"
FLANGE 118" ALUM, (6063-TS MIN.) OR
118" STEEL (33 KSI MIN.)
410 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0. 125' 7116"
FIN ZX MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1.1/2" 1/2"
MIN. EDGE DIST.SUBSTRATE
SEESEE TABLE 1 ' BY OTHERS
SEE TABLE 1
1!4' MAX. SHIM ' I
MIN. EMBEOI
SEE TABLE 1
PERIMETERNL.SEALANTBYINSTALLER
INSIDE AND OUT
INSTALLATION ANCHOR
SEE TABLE 1
SEALANT BEHIND
FIN BY INSTALLER
C HORIZONTAL SECTION
8 TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
I
Owego
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8300 PVC
PICTURE WINDOW
NON -IMPACT
Q QZo
z OWOWa QWUOOZOzo=-ZI=
O Q7J3>OW mL<L I-w z I-3: 2E_ Z Z=2QWw00
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oorr w3LUm a
o- W a I
No
58201 "•Lc O:
STATE OF u
8/
28/2017 DLUCAS
A. TURNER, P.E. FL
PE # 58201 PERIMETER
SEALANT -'-'! 1
JABARA AVE, BY
INSTALLER NORTTHH PORT, FL 34288 INSIDE AND
OUT PH. 941-380-1574 D HORIZONTAL
SECTION SHEET DESCRIPTION; B BOXFRAME
INSTALLATION HEAD AND
SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL
NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TO
AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 02/08/09 MIN. 1/
4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.: INSIDE AND
OUT, FULL PERIMETER. BY INSTALLER. CWS-339 E PRODUCT ANCHORAGE
IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET SHOWN FORFLANGEWINDOWS. 1:2 6 OF 8
Florida Building Code Online Page 1 of 2
BCIS Home Log In I User Registration I, Hot Toplcs i Submit Surcharge I Slats & Facts Publications I FBC Staff I BCIS Site Map Links I Search
8 .
a USER:
Product ApprovaldbPubr .;: c User
Product Approval tj?, u > Product or Application Search > Application List > Application Detail
FL # FL16177-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived El
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext245
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 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352)368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
E3 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
2 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL16177 R2 COI EvalReoort812C.odf
Standard
AAMA/ WDMA/CSA/ 101/ I. S.2/A440-08
ASTM E1886-05
ASTM E1996-09
PA TAS 201/202/203
Year
2008
2005
2009
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh 10... 12/ 14/2017
Florida Building = Code Online Page 2 of 2
1rA
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
Summary of Products
Model, Number or Name Description
16417 1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
of Use Installation Instructions
Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner S8201
Impact Resistant: Yes Created by Independent ThirdParty: Yes Design
Pressure: +70/-70 Evaluation Reports Other:
SH-8100 PVC Impact, no sill anchors required. FL16177 R2 AE EvalReoort812C:Ddf Safety
glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes Glass
complies to ASTM E1300-04. Back
Next Contact
Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone- 850-487-1824 The
State of Floridais an AA/EEO-employer. Coovriaht 2007-2013 State of Florida :;. Privacy Statement :: Accessibility Statement :: Refund Statement Under
Florida law, email addresses are public records, 9f youdo not want. your e-mall address released in response to a public -records request, do notsend electronicmailtothisentity. Instead, contact the office byphone or by traditional mail. If you haveany questions, please contact 650,487.1395. -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 emailaddress 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 EN=
htip://www.
floridabuiIding.
org/
pr/pr_app_dtl.aspx?paraiii=wGEVXQwtDgvyf4ngAXh 10... 12/14/2017
UNE ENGINEERING &
CONSULTING,
INC. 1239
Jabara Ave. North
Port, FL 34288 Ph.
941-380-1574 FBPE
C.O.A. #29779 Evaluation
Report 812C August
29, 2017 Product
Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4"unit size, 70
PSF, no anchors in sill 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 the6`s 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-812C, signed and sealed by Lucas A. Turner, P.E. 3)
Test Report NCTL-21.0-381.5-1 A, -2, and -2A, by National Certified Testing Laboratories, Orlando,
FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-- 94,
ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/l.S.2/A440-08 4)
Supplemental Calculations to support CWS-812C, signed and sealed by Lucas A. Turner, P.E. Installation:
Units must be installed according to approval document CWS-812C. Limitations
of Use: This product: May
be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS- 812C
Is
impact resistant and does not require the use of shutters May
be used in the High Velocity Hurricane Zone Requires
7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered required
above 30 ft in HVHZ) — Air — 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite Requires
Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 16-11 17.02t Requires
Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.101 t
I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`
s 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. RE
t. 1>. Lucas
No 58201 Turner
Z 2017-
08-30 xs sTAT'E OF r WZ 16:
11 +20:00 8/29/2017 a ,
p.\.` 0S • •.,... Lucas A. Turner , P.E. FL
PE #58201
MAX
OVERALLFLANGE
HEIGHT
61
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....I
GLAZING DETAIL__ .......... ............... 2
SECTION VIEWS.................................3
EXTRUSIONS & B.O.M........................4
ANCHOR SCHEDULE & NOTES. ........5
INSTALLATION DETAILS-- ................6
E HUNG -
53 118" MAX. OVERALL FLANGE WIDTH,--
51 718" MAX. UNIT WIDTH
4, 11116" GLASS DLO
A
g
I
I
I
I
n
V I
r
30.3(16" I
MAX.
SASHHEIGHT I
1
I
I Ir
I
6 A
451116
GLASS DLO
46318"
MAX. SASH. WIDTH
I
GENERAL NOTES: own biz. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSTOCOMPLYWITHTHEFLORIDABUILDINGLODE (FBC), CURRENTEDITIONINCLUDINGTHEHIGHVELOCITYHURRICANEZONE (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
2. GLAZING OPTIONS: (SEE SHEET 2) 8100 PVC
3. CONFIGURATIONS: "OW. SINGLE HUNG
4. DESIGN PRESSURE RATING:
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND IMPACT
GLASSTABLES ASTME-1300-04eD1/09.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE; WATER dINFILTRATIONTESTPRESSUREANDGLASSTABLES w.O rn w o 0ASTME-1300-04e01109. Z w O w
z0'z} IY --
5..ANCHORAGE: THE 33 1/3%. STRESS INCREASE HAS NOT BEEN USED H . 3: Z O.3 3 TINTHEDESIGNOFTHISPRODUCT-SEE SHEETIS FOR .ANCHOR z x.2 d w'w O DETAILS.
WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O O O Ij da F Cn a ANCHORCALCULATIONS. 0 ZZ U) Z Z t- 0 W OZUeIiZmU- 6.
PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE r= - IL w O 0 z ONOTREQUIRED. BE F- 0 ~ O 7..
ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w 0 0 K of 0 w 0 w USED
AT FIXED MEETING RAIL AND JAMB. a z = d 0 O 8.
SERIES / MODEL. DESIGNATION SH-8100. 0.
wr0 a
ax}
i
aw3: di v 9.
THE DESIGNATION X AND -0 STAND FOR THE FOLLOWING: rrnaur.q X=
OPERABLE SASH, 0=FIXED SASH 0goREWTL Ry, 10,SECTION CALLOUTS APPLY TO ALL ELEVATIONS INASIMILAR 1I
LOCATION. vGENSF No. 58201 1.
1. EXTERNAL WEEP SLOT = 1/4" x1-114" LOCATED 4" FROM BOTH ENDS. MAX.
UNIT SIZE DESIGN
PRESSURE IMPACT RATING RATING
51-
718" x 61-3/4" 70 PSF LARGE MISSILE IMPACT LucasTurne
2017-
09-22 13:
36-04:00 9/22/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARAAVE.. NORTH
PORT, FL34288 PH.
941-380-1574 SHEET
DESCRIPTION: GENERAL
NOTES AND ELEVATIONS
DRAWN
BY: DATE: BAT
06/18/12 DWG#:
REV.: CWS-
812 C SHEET
SCALE: 1:
15 1 OF 6
718" OVERALL INSULATED GLASS'
1/8" ANNEALED OR TEMPERED
7/16" AIRSPACE
5116" LAMINATED GLASS.
11V ANNEALED
090" PVB INTERLAYER BY DUPONT
118" ANNEALED
OUANEX DURASEAL
LG SPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
112" GLASS SITE
FIXED LITE
718"OVERALL INSULATED GLASS
118" ANNEALED OR TEMPERED
7116"- AIRSPACE
5116" LAMINATED GLASS
1#8" ANNEALED
090" PVS INTERLAYER BY DUPONT
1/6" ANNEALED
OUANEX'DURASEAL
IGSPACER
PURFECT GLAZE "H" OR SIKAFLEX 552
ED
1P2" GLASS SITE
WINDOW SYSTEMS I&
1900SW 44TH. AVE,
OCALA, FLORIDA34474
WVAV.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
aI- z 3 qz OLUO WW000
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oLL zw j 3mF-W Z.I-7i 2
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912212017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH, 941-380-1574
GLAZING DETAILS
BAT 06/18/12
DWG#: REV,:
CWS-81.2 c
SETTING BLOCKS PER FBC 2411.3.3.11 SCALE: SHEET
1:1 2 OF
bm
1NTERlOR WINDOW SYSTEMS
1900 SIN 44TH AVE.
OCALA,. FLORIDA U474
WWW.CWS.CC
4 3 53 1 311131 3 4 4
8100 PVC
SINGLE HUNG0
IMPACT
0 as
Q Z 3 QZ3nWooDO1Zwlo
14
o_
tL
zoz 0 3m
9 32 Z22<KWfl=0314541465663194001-00 U Qd2HwSECTIONS-B z O ZZ?vcn
5a NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
HOWS VIEW.
Z 0 Lu -O O 0u. zOw_x0_ RIGHT SIDE SASH SECTION ZoQF- w En0(}f+Owt WZU+W 0J (na
14 39 0 0 WOwIY
ao
2
s
o_ F a Kea
aunrrrrr+
Thy
1
3 INTERIOR µ0RE1H
GEMSF
py; Jm't` 48No58201Lr
STATE
OF :W S9R4 . ONA"
E.C,`
14
53
6
10 62
32 3 (
3 9/22/2017 LUCAS
A. TURNER, P.E. 1aU62
4 FL PE # 58201 3
1239 JASARA AVE. 30
NORTH PORT, FL 34288 o
PH. 941-380-1574 SHEET
DESCRIPTION: SECTION
VIEWS SECTION
A -A DRAWN
BY: DATE: BAT
06/18/12 DWG#:
REV.: NOTE:
ITEMS NOT SHOWN FOR CLARITY: CWS-812 C SCALE:
SHEET 20, 25-26, 36-37, 44, 5152, 55-55, 64, 67-68 1:
2 3 OF 6
X J6/ oaCK rInz E
4-Mod. Truss. Typc
h PH SMS
h FH TEK, Wht.
DH w/#6 Head, TEI
SM-5504
2" Hole
or Purfect Glaze "I
Dur., 1/8" x 5/8" x
11, (NFRC/DP)
9o)
2
2
a, Hortz.
ie, Vert.
ie Comer Key
I, 18 x 16 Fiberglas
74 1 P-3547 198 x 1/2", Pan Head, TEK Fastenal
LINE ITEMS NOT USED:
5, 7, 11, 15-17, 21-22, 29. 31. 33-36, 41-33, 46, 49-50, 55, 57-61, 69
1/16"
L o
PVC FRAME FLANGE-6031
na"
9116"
3
1 116"
REINF., IMPACT HOOK- 1112
H416" 0
7/8"
1116"
PVCSASH STOP - 6025
314"
3/16
13
1/16"
REINF. S.B.RJS.S.R. - 1498
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
PVC SASH.BTM, RAIL-6028
1 3I1
PVC SASH SIDE RAIL- 6004
112,-
1
6
i to
u1s"
PVC SCREEN CATCH - 6013
3/4"
3
15/16' -1/16"
REINF. BTMRAIL-1699
0 3116"
b O
1 5116"
6 I
7(8" 1116"
j---
I---
IMPACT HOOK
S-1577
F-- 2 3/16
8
i 518" L1116"
PVC SASH TOP RAIL-6027
11/2"
1
2 1/8° 1116"
FIXED RAIL- 1036
9177I16"
1 5716"
I 045"
PVC FIXED RAIL COVER - 6063
1/16'
REINF. TOP RAIL-1497
FRAME CORNER
CONSTRUCTION
CORNER WELD
ALL SIDES)
1:9
3
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
1 va"y
5116" -)
1 19
T tl16"
PVCSCREEN: SUPPORT -6014
114" - r
to7T
PVC GLA2ING BEAD6064
1/2'
3116"
SCREW SUPPORT-3113
WINDOW SYSTEMS 0
1900 SW44TH AVE.
OCALA, FLORIDA 34474
WW W,CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
Q z ?, -cc Z3:
t- OWO O1W1--OpwzOzK~ Z
u- Rw Ew zl-3gx
z zxza
0 O OLj F a
Z p mZz?Uw
Q QO FrzO:K UIU-
OOIY vrioWtnW
d. KONO
O W f-K Callx ,>
a xa
r
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL34288
PH. 941380-1574
BOM AND EXTRUSIONS
BAT 06/18/12
IG a: R-V.:
CWS-812 C
ALE: SHEET
1:2 4 OF 6
6 MAY, (TYP.)
6" :MAX. (TYP.)
4„ (
4 (TYP.
4" (TYP.
17" MAX. O,C::(TYR)
10 112"
MAX. O.C.
T1L
YP.)—J
1
I
I
I
1
I
1
I''
III
1011 2" aX. 0.C.
T fP.)
ANCHOR LAYOUT -(FLANGE)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORSREQUIRED IN SILL. SEE
NOTE 2 INSTALLATION
ANCHOR (
TYP.) u
G ML 2,
SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX, ALLOWABLE SHIM STACK TO'BE.114". 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, 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 BE
PROTECTED TO PREVENT REACTION. 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 SPECIFIED
IN TABLE 1., SHEET 6. 6.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMV OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONSTOSOLIDCONCRETEORGROUT-FILLED-CMUMAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS
TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. 7.
A MINIMUM CENTER -TO -CENTER SPACING SHALL BE. MAINTAINED BETWEEN ALL .FASTENERS: :3"-FOR MASONRY, 1" FOR WOOD AND. METAL. 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. SUBSTRATES
SHALL MEET THE MINIMUM STRENGTH: REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATESMAY NOT BE CRACKED. 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE -BY'OTHERS FOLLOWING THE CURRENT VERSION 'OFTHE REFERENCE DOCUMENTS: FMA/
AAMA 100(FIN WINDOWS),. FMA/AAMA 200(FLANGEWINDOWS), FMA/VVDMA 250(BOX WINDOWS), FMAIAAMAANDMA 300(EXTERIOR DOORS) 1900
SW44TH AVE. OCALA,
FLORIDA U474 NWPW.
CWS.CC 8100
PVC SINGLE
HUNG IMPACT
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22/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 ANCHOR
SCHEDULE AND NOTES
BAT
06/18/12 VG
4: REV,: CWS-
812 C ALE:
SHEET 1:
15 5 OF 6
TYPICAL HEAD ANCHORAGE MIN. EMBEDMENT
SEE TABLET SUBSTRATE
MIN. EDGE DIST, BY OTHERS
SEE TABLE 1 1/4" MAX. SHIM SEETABLE 1
I
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1 MIN. EDGE DIST.
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER
INSIDE AND OUT Zk114"MAX.SHIM
INSTALLATION ANCHOR
C
SEALANT BEHIND SEETABLE 1
FLANGE BY INSTALLER
INSTALLATION
SEE TABLE 1
CONTINUOUS DOUBLE V16" BEADS OF
TREMGLAZE U1600 SEALANT AROUND
PERIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER.
1/4" MAX SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT MIN. EMBEDMENT
BY INSTALLER SEE TABLET
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1 MIN. EDGE DIST.
SEE TABLE 1
VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS.
SUBSTRATE TYPE ANCHOR TYPE. MIN. EMBEDMENT MIN. EDGE DIST.
CONCR 1-118"
110 ' OR GROUT -FILLED CMU (117 PCF M!N.) 3116" ITW TAPCON 1" 2"
CONCRETE (2.85 KSI MIND 1"
GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-112'
2X MIN. SOUTHERN PINE (G=0.55)
3/16" ITW TAPCON
OR ELCO ULTRACON 1 3/8' 7/8'
2XMIN. SOUTHERN PINE (G=0.55) 1#10 WOOD SCREW 1-3/8" 7/8'
16 GAUGE (0.060') MIN. STEEL STUD
33 KSI YIELD MIN)
10.16 HILTI KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060" 7116'
1/8" ALUM. (6063-T5 MIN.) OR
1/8' STEEL (33 KSI MIN.)
10 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULLTHREAD
THRU 0.125' 7116"
PERIMETER SEALANT
BYNSTALLER
INSIDEANDOUT
SEALANT BEHIND
FLANGE BYINSTALLER
B HORIZONTAL SECTION
6 TYPICAL JAMB ANCHORAGE
jb
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
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OJL/) K T~
CL W W a L= °- X a No 58201
O 9,
2 0 LUCASA.
TURNER, P.E. FL PE #
58201 PERIMETER SEALANT
1239 JABARA AVE. BY INSTALLER
NORTH PORT, FL 34288 INSIDE ANDOUTPH. 941-3MI574 HORIZONTAL SECTION6BOX
FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND
SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE REMOVAL
NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO
AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 06/
18/12 MIN. 114"
FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: R V.: INSIDE AND
OUT, FULL PERIMETER, BY INSTALLER. CWS-812 C PRODUCT ANCHORAGEISINACCORDANCEWITHREQUIREMENTSASSHOWNFOR
FLANGE WINDOWS. SCALE: SHEET 1:2
6 OF 6
1 /4/2018 Florida Building Code Online
i
fl 3 lr t
BCIS Home Log in User Registration Hot Topics Submit Surcharge '', Stats.& Facts Publications FBC Staff I 8CI5 Site Map Links Search i
rl rid
4m, Product Approval
USER: Public Userd4'111 1-
r
Product Approval Menu > Product or Application Search > Application List > Application Detail
x FL # FL4092-R8
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),3618-6922 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
3S2) 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 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
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 Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-S8201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urirh, PE
Validation Checklist - Hardcopy Received
FL4092 R8 COI EvalReport223E.pdf
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
PA TAS 202 1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/p2b4g5faOOzM2M4GTnBAwwDnjlGdio°/`3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
4092.1 HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window
Limits of Use I Installation Instructions
Approved for use in HVHZ: No I FL4092 R8 II CWS-340F.Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A EvaluationReports Other:
HS-8200, 54 x 62, 2 lite, DP 45 PSF;, HS-8200, 125 FL4092 R8 AE EvalReport340E.pdf 5/
8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04..
4092,
2 H5-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window WLimits
of Use y _
Installation
Instructions Approved
for use in HVHZ: No FL4092 R8 II CWS-223E.Ddf Approved
for use outside HVHZ: Yes Verified By Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure. +40/-40 Evaluation Reports Other:
HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReoort223E Ddf DP
40 PSE Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes 14092,
3 HS 8200 I HS 8200 PVC Horizontal Slider, OX or XO. i
Limits of Use Installation Instructions Approved
for use in HVHZ: Yes i FL4092 R8 II CWS-486C.odf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
HS-8200 PVC Horizontal Slider; XO or OX, 74" x 54". FL4092 R8 AE EvaIReDOrt486C.Ddf See
Installation drawings for Design Pressure. Glass complies 99PYParty: CreatedbIndependent -Third Pa Yes with
ASTM E1300-04 Contact
Us 2601 BlairStone.Road. Tallahassee FL 32399, Phone: 850-487-1824 The
State of Florida Is an AA/EEO employer. Convright-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 public -records request, do not send electronic mailto
this entity. Instead, contact the office by phone or by traditional. mail. if you have any questions, please. contact SS0.467.1395. '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; pleaseprovidetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determineif you are a licensee under Chapter 455, ES., please click here .
Product Approval Accepts:
rig M ® tCtni
ED Credit Card Safe
http://www.
floridabuilding.
org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2
URNER
ENGINEERING
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report — CWS-223E
September 7, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Non Impact, 72" x 72" unit
size XO or OX
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
ofFAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 6"' Edition (2017) Florida Building Code outside 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-223E, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3870-1 and -1A, from. National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: A.AMA/WDMA/CSA 101/l.S.2/A440-08
4) Supplemental Calculations to support CWS-223E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-223E.
Limitations of Use: This product:
May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max
glass daylight widths as shown in CWS-223E
Achieves design pressures as indicated in comparative analysis tables in CWS-223E
is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
Requires glazing as shown in CWS-223E
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-223E
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 ]lave, 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.
sty V111Yfllff
Lucas 58zN
w 9/07/2017
Turner
o . ; ` Lucas A. Turner, P.E.
2017-09-16 1) TAT E of FL PE #58201
09:23+20:00
IS
r 0'
r r f0 N °
HORIZONTAL SLIDER -NQN-IMPACT
7- FL
HE
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ....1
DP CHART & GLAZING DETAILS.. ...... 2
SECTION VIEWS & ALT. FRAME....... 3
EXTRUSIONS & B 0 M'...................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
GENERAL NOTES:
1, THE PRODUCTSHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLYWITH 'THE FLORIDA BUILDING CODE (FBC). CURRENT
EDITION,
2, GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "OX".."XO".
4. DESIGN PRESSURE RATING (SEE SHEET 2):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/09.
POSITIVE DESIGN :LOADS tBASED ON,. TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E• 1300-04e01109.
5. ANCHORAGE: THE 33'113% STRESS INCREASE HAS NOT BEEN: USED
1N THE DESIGN OF THIS PRODUCT SEE SHEET 6 FORANCHOR
DETAILS'.- WINDLOAD DURATION FACTOR-Cd=16 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6'.NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED WWIND BORNE DEBRIS ,REGION.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
8. SERIES / MODEL DESIGNATIONHS-8200.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X =OPERABLE SASH, O = FIXED SASH
10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN SIMILAR
LOCATION.
11. EXTERNAL 'WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS.
MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING
72" x 72
SEE COMPARATIVE ANALYSIS NONECHART, SHEET 2
Lucas
Turner
2017-09-16.
07:28+20:00
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
W WW.CwS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
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No 58201.i1.%
P STATE OF
3m
9/07/2017
LUCAS.A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH..941-380.1574
GENERAL NOTES AND
ELEVATIONS
AN/tJ BY: DATE:
AIDE 09/12/07
JG.- REV.;
CWS-223 E
TALE: SHEET
1:14.29 1 OF 6
Equal Split OXorXO Design Pressures (PSF)
Unit
Height Glass
Unit Width (in:)
in.) Type 351/2 391/2 431/2 471/2 511/2 551/2 591/2 631/2 671/2 72
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60:0 60.0 / -60.0 60:0 / -60.0 58.6 / •58.6 51.4 / -51.4 45.5 / -45.5 40.01-40.0
35 112 S.C,D 60.0/-60.0 60.0/-60.0 60.01-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51A 45.5/-45.5 40.0./-40,0
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 /'-45.5 40.0 / -40.0
39 1 /2 B, C, D 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60,0 / -60.0 58.6 / -58.6 51.4 / • 51.4 45.5 / -45.5 40.0 / -40.0
A 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0 60.0/-60.0 60.0/•60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/-40.0431/2
B, C, D 60.0 / .60.0 60.0 / -60.0 60.0 / -60.0 60; 0 60.6/ -60.0 60.0 / -60.0 58.6 / -58.6 51.4/ -51.4 45.5/ -45.5 40.0 / -40.0
A 60.0/ -60.0 60.0 / -60.0 60.0/ -60.0 60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5/ -45.5 40.0/ -40.0
47112
B, C, D 60.0/-6D.0 60.0/-60.0 60.0/-60.0
60.0
60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/-40.0
A 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/-40.0
511/2 B, C, D 60.0 J •60.0 60.0/ -60.0 60.0/ -60.0 60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.0 / -40.0
A 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 50.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/•40.0
551/2
S. C. D 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.0 / -40.0
A 60.0 -60.0 60.0/-60.0 6D.0/-60.0 60.0/-60.0 60.0/•60.0 60.0/-60.0 58.6/-58.6 51A/-51.4 45.5/-45.5 40.0/-40.0
591/2
B. C. D 60.0/-60.0 60.0/-60.0 60:0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4. 45.5/-45.5 40.0/-40.0
A 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 55.8/-55.8 54.8/-54.8 53.8/-.53.8 51.4/-51.4 45.5/-45.5 40.0/..40.0
63112
B, C, D 60.0/-60.0 60,D/-60.0 6D.O/-60.0 60.0/-60.0 59.7/-59.7 56.5/-56.5 53.8/-53.8 51.4/-51.4 45.5/-45.5 40.0/-40.0
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 56.6 / -56.6 51.8 / -51.8 50.2 / -.50.2 49.7 / -49.7 47.4 / -47.4 45.5 / -45.5 40.0 / -40.0
67 1/27112:
B, C, D 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.9 / -58.9 55.3 / -55.3 52.3 / -52.3 49.7 / -49.7 47.4 / -47.4 45.5 / -45.5 40.0 / -40.0
A GD.0/-60.0 60.0/-60,0 58,5/-58.5 54.2/-54.2 48.4/-48.4 45.9/-45.9 45.6/-45.6 43.6/43.6 418- 1 4472
B. C, D 60.0/-60.0 60.0/-60.0 58.5/-58.5 54.5/-54.5 51.1/-51.1 48.2/-48.2 45.8/-45.8 43.6/-43.6 41.
8/-4411.88
7/8" OVERALL
I
C118" ANNEALED
71 518" AIR SPACE
L--118" ANNEALED
I
LEX 552 OR
ECT GLAZE "H"
iS BITE
GLASSTYPE A
7/8' OVERALL
3116" ANNEALED
112" AIRSPACE
3/16" ANNEALED
SIKAFLEX552 OR
PURFECT GLAZE"H"
112' GLASS SITE
qo
GLASS TYPE B
NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE
7/8' OVERALL
1/8' TEMPERED
5i8' AIRSPACE
118" TEMPERED
SIKAFLEX 552 ORnn2dPURFECTGLAZE"H"
718" OVERALL
3/1G TEMPERED
AIRSPACE
3116" TEMPERED
n n Q SIKAFLEX552 OR4PURFECTGLAZE 'H" 3
112" GLASS BITE L
I _
q qoGLASS
TYPE C 112"
GLASS BITE GLASS
TYPE D WINDOW
SYSTEMS 6 1900
SW 44TH AVE. OCALA,
FLORIDA 34474 W
WW.CwS.CC 8200
PVC HORZ.
SLIDER NON -
IMPACT z0.
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58201 :13 59 : STATE
OF 'W 9/07/
2017 LUCAS A.
TURNER, P.E. FL PE #
68201 1239 JABARA
AVE, NORTH PORT,
FL 34288 PH. 941-
380-1574 iHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING
DETAILS RAWN BY:
DATE: AIDE 09112/
07 wc u:
kEv j CWS-223
E SHEET 1:
1
2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
23l 1415 44 S 4 9 7 18 WWW.CWS.CC
n —
h
1{
8200 PVC
HORZ. SLIDER
NON -IMPACT
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FIXED LITE AT HEAD Q u
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U_Z O
z}iJ O w m w 23
AND SILL IS SIMILAR. z N Lu O rn F Q. dw '
W 18
D. D. O
1
OEtd SF•.P i1DJ--- GP-.1 w'-
No 53201 9
STATE INTERIOR
S oR OP:G: gslONA41
N` 24
I
25
9/07/2017 3
LUCAS A. TURNER, P.E. 13
o FL PE # 58201 09
1239 JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 i6
SHEET DESCRIPTION: 0
SECTION
VIEW C-C ALTERNATE
FIN FRAME DRAWN
SY: DATE: SECTION
VIEW A -A AIDE 09/12/07 DING
p: REV,: NOTE:
ITEMS NOT SHOWN FOR CLARITY: 22,
30-31 CWS-
223 E SCALE:
1SHEET 12
30F6
H",
out
x
Mikron PVC t-3 118°-{
t
211/16"
1n6"
t
PVC FRAME FLANGE
H-6031
eymark Alum
Mikron PVC
Mikron PVC
eymark Alum
Mikron PVC
eymark Alum
Mlkron PVC
eymark Alum
Mikron PVC
Mikron PVC
3
PVC FRAME FIN
H-6026
23l16'
1 i/6•
J
i 1116'
PVC SASH MTG. RAIL
H-6027
I 6.
I
L 1/16'
PVC SASH TOP/BTM RAIL
H-6004
1 ,5116'
ll5/8'
1/16'
PVC SASH SIDE RAIL
H-6028
1 1/2"-
I
27/8"
lri1
1/i6'
FIXED MTG RAIL
H-1836
Allmetal RollForm
Allmetal Nylon , ,14"
7/16' --i1I 3116'
DaPai-}— n -1-jc— i -(1i1j J-
summit 'i—i 1
t—n 6`"
J LN L1116 T- i-11i6' T Vt6'
am Plastic Rubber ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBR/SSR
Mikron I PVC S-1776 8-6013 S-6014 S-1498
9/t6"
40
1 5116"
114" r
1
10
7/8"
PVC FIXED RAIL COVER
S-6063
PVC GLAZEBEAD
S-6064
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESSOTHERWISENOTED, 17, 31-32 CORNER
CONSTRUCTION Cmgm. 0 WINDOWSYSTEMS1900
SW 44TH AVE. OCALA,
FLORIDA 34474 W
WW.CWS.CC. CORNER
WELDALL
SIDES) 1:
8 4
FIXED
MEETING RAIL SCREWED
TOGETHER WITH OUTERFRAME
L8
u5
1/,
6
REINF. SASH
MTG . RAIL S-1497
8200 PVC
HORZ. SLIDER
NON -IMPACT
g z : ¢
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a a o! a V : y R •
2 Ji f No
58201 •'i't 0.• STATEOF
SSIoNAt;EN. 7'
9/07/
2017
3116 LUCAS A.
TURNER, P.E. 3" FL PE #
58201 39 1239 JABARA
AVE. NORTH PORT, FL
34288 SCREW SUPPORT PH.
941-380-1574 P-3113 SHEET
DESCRIPTION: BOM AND EXTRUSIONS
I AIDE 09112/07
VG N: I
REV.: CWS-223E
ALE: SHEET 1'
2 4
OF 6
ANCHOR@. MIDSPAN-------I
TYP.) 3' (TYP,)
5" MAX. (TYP,).
6" MAX. (TYP,)
T—
201, MAX O.C.
TYP)
4- (TYP.)
I
I I
I
i
i
I
I
I
V
I
ANCHOR.LAYOUT - (FLANGES
1900 SW 44TH.AVE,
3" MAX (TYP.) -- —6" MAX,. O,C.;(TYP.) OCALA, FLORIDA: 34474
E NOTE 3" MAX.(TYP.) _ I rSEENOTE2. WWW.CWS.CC. INSTALLATION'
ANCHOR (
SYP:) NOTES:
1.
INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING: SAMEAS HEAD, 6' MA)
TY; ANCHOR
LAYOUT -
IRW ALLATION IOR (
TYP.)
2. SHIM
AS RED 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 RE- 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. ALL
INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACTWITH PRESSURE TREATED WOOD MUST BE PROTECTED
TO PREVENT REACTION. 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 SPECIFIED IN
TABLE 1, SHEET 6. 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 - 1X BUCKS ARE OPTIONAL. 7,
A
MINIMUM CENTER -TO -CENTER SPACING SHALL. BE MAINTAINED BETWEEN ALL FASTENERS: 3- FOR MASONRY, 1" FOR WOOD AND METAL. 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. SUBSTRATES SHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLE1, SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING
AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE. BY OTHERS FOLLOWING THE .CURRENTVERSIONOF THE REFERENCE DOCUMENTS: FMA/AAMA
100(FIN WINDOWS), FMAIAAMA 200(FLANGE WINDOWS), FMAIWOMA. 250(BOX WINDOWS), FMA(AAMA/WDMA. 300(EXTERIOR DOORS) 8200 PVC
HORZ. SLIDER
NON -IMPACT
z az3
z ow0W
c aw zoz w _
tZr- aw3z= O
Om
a2wp0 U U1.~OZ0-X,wd Z p n.-
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p5 p;:ORE,L
vG? N. 58201 O'.
STATE OF f•
W C i F•F OR1C4.•
t'4i z:7- 9107/
2017
LUCAS A.
TURNER, P.
E. FL PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288
PH. 941-380-1574
ANCHOR SCHEDULE NOTES AIDE
09112/07
VG #:
REV, CVVS-223
E ALE:
SHEET 1:20
5 OF
6
MIN. EMBEDMENT
TYPICAL HEADANCHORAGE SEE TABLE1 BY OTHERS
MIN, EDGE DIST. 114' MAX. SHIM— SEE TABLE 1
SEE TABLE 1
SUBSTRATE BY OTHERSSEETABLE1 I
I MIN. EMBEDMENT
MIN. EDGE DIST.
SEE TABLE 1
PERIMETER SEALANT SEE TABLE 1
BY INSTALLER j INSTALLATION ANCHOR — —
INSIDE AND OUT
r
SEE TABLE 1
OSEALANTBEHINDJ
AXFLANGEBYINSTALLER114- M, SHIM
INSTALLATION ANCIIOR
SEE TABLE 1
SEALANT BEHIND Jlu'
1,14" MAX, SHIM
FLANGE BY INSTALLER
PERIMETER SEALANT / MIN. EMBEDMEN'
BY INSTALLER // SEE TABLE 1
INSIDEANDOUT /I
T J /
v
SUBSTRATE BYO HERS
SEE TABLE 1 MIN, EDGE DIST.
SEE TABLE 1
A VERTICAL SECTION.
6 1 TYPICAL SILL ANCHORAGE
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLER
g__HORIZONTAL SECTION
6 TYPICAL JAMBANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN- EDGE DIST.
FLANGE 1/2" 1-1/8"
4 LANCE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" 1TW TAPCON
FLANGE
FLANGE GROUT-FILLED-CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114" 2-112"
FLANGE 2X MIN, SOUTHERN PINE (G=0.55) 3116' MIN TAP CON
OR ELCO ULTRACON 1.3/8" 718"
FLANGE 12X MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1.318" 7/8"
FLANGE 16 GAUGE (0.060") MIN. STEEL STUD
33 KSI YIELD FAIN)
410.16 HILT] KW IK-FLEXOR ITYJ
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060" 7/16"
FLANGE 1/8" ALUM. (6063-T5 MIN.) OR
118" STEEL (33 KSI MIN.)
910 GRADE 5 SELF -TAPPING!
DRILLING SCREW
FULL THREAD
THRU 0.125" 7l16"
FIN 12XMIN, SOUTHERN PINE (G=0.55) 88 WOOD SCREW 1-1/2" 1/2"
MIN. EDGE DIST, SUBSTRATE
WINDOW SYSTEMS
SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE.
SEE TABLE 1 OCALA, FLORIDA 34474
114" MAX. SHIM--j INWW.CWS.CC.
8200 PVC
HORZ. SLIDER
SEETABLE 1BEDMENT NON -IMPACTSEETA
Q Z 3 Q Z O
O PERIMETER SEALANT Z WOW 00 QW O p BY INSTALLERLiujZ
O?
IY = Z o SINSIDE
AND OUT O Q U) Z} O It ?:
m INSTALLATION ANCHOR
Z Z Z 2(twp 0 SEE TABLE TOOHOZ'.a FS-, a SEALANT BEHIND OZ— U) Z F O co FIN BY INSTALLERZOU' rn U a Q1 HORIZONTAL. SECTIONQ Z a 2 O Z 0 TYPICAL FIN
ANCHORAGE < Q: O r h- m 0 — HEAD AND SILL
SIMILAR FOR FIN INSTALLATION F CC K }. O . W O ca
V) J cn W 0-wFa 0
c.:rr W W
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a ilirinnrryrrrr ,, ptOREay- E
Jy
N. 58201
STATE OF :&J`
h S
ONA'
SN.• p HORIZONTAL SECTION
6 BOX FRAME
INSTALLATION HEAD AND SILL
SIMILAR FOR BOX INSTALLATION FLANGE REMOVAL NOTE:
PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND
INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4"
FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT,
FULL PERIMETER, BY INSTALLER. PRODUCT.ANCHORAGE IS
IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE
WINDOWS. z Z_ 9/
07/2017
LUCAS A. TURNER,
P.E. FL PE It
68201 1239 JABARA AVE.
NORTH PORT, FL
34288 PH, 941-380-
1574. AEET DESCRIPTION: INSTALLATION
DETAILS 7AWN
BY: DATE:
ADE 09112107 NG
0: iREv.:
CWS-223 ; E
ALE: SHEET 1
2 j
60F6
Revision
Response to Comments
Permit #
City of Sanford
Building & Fire Prevention Division
I Ph: 407.688.5150 Fax: 407.688.5152
DEC 1 Email: building@sanfordfl.gov
Submittal Date
Project Address: IZ L
Contact: L_
Ph: S `1-q-,L `AL tK Fax:
Email: l_rnc.ar hr o. ._(fir r c.-s - co ("n
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Building
General description of revision:
S cP
ROUTING INFORMATION
Approvals
RECORD COPY
@City of Sanford
Building and Fire Prevention
Product Approval go ification Form
c
SAWNR,
Permit # # 4 5 7 %
Project Location Address 126 ROYALTY CIR, SANFORD, FL 32- 7
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors REVISIC N TO ADD SGD (SEE HIGHLIGHTED)
Swinging
Sliding CWS 8900 SERIES F11103.1
Sectional
Roll U
Automatic
Other
2. Windows
Single Hung CWS 8100 SERIES FL4091.1/FL16177.1
Horizontal Slider CWS 8200 SERIES FL4092.2
Casement
Double Hun
Fixed CWS 8300 SERIES 14093.1
Awning
Pass Through
Projected
Mullions
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
REVISION TO
ADD DOOR ##12
SEE CLOUDED)
CUSTOMERNAME
12 - SGD
71x80
60) FLll103.1
i
HS
72 x 611/2
s .a
SH
35 1/2 x 611/2
So) FL4091.1
SH
35 1/2 x 611/2
So) FL4091.1
1^1
SH
24 3/4 x 241/4
70) FL16177.1
SH
35 1/2 x 611/2
5o) FL4091.1
5H
35 1/2 x 611/2
50) FL4091.1
9
pp3
PW 5H
51 3/4 x 25 7/8
r
35 1/2 x 611/2
4o) FL4093.1 (+/-5o) FL4091.1
SH 4 f
24 3/4 x 611/2
50) FL4091.1
PW
35 3/4 x 17 7/8
40) FL4093.1
1
5H
24 3/4 x 611/2
50) FL4091.1
Florida Building Code Online Page l of 2
5N'114
BCIS Home Log In I User Registration Hot Topics ( Submit Surcharge I Stats & Facts Publications FBC Staff BCIS Site Map ( Links I Search
b*-rFlcrida@ProductApproval
USER: Public User
Product Approval Menu > Product or Application Search > Application Lisf:> Appllcatlon Detail
FL # FL11103-R3
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived G
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900. SW 44th Avenue
Ocala, FL 34474
352)368-6922 Ext245
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 Ext291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext221
amonteverde@cws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
9 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
9 'Validation Checklist- Hardcopy Received
FL11103 R3 COI EvalReport298C.pdf
Standard
AAMA/WDMA/CSA 101/I.5.2/A440-05
ASTM E1886-05
ASTM E1996-05
TAS 2011202/203
Year
2005
2005
2005
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgttaGslp3Gvut... 12/14/2017
Florida Building Code Online Page 2 of 2
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 10/02/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
11103.1 SGD-8900 PVC Sliding Glass Door.. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL11103 R3 II GWS'-298C:odf
Approved for use outside _HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x FL11103 R3 AE EvaiReoort298C.odf
8'. Conf g. include OXXO, OXO, OX, XO. Glass complies to Created by IndependentThird Party: Yes RSTM
E1300-04. F..
cikI Next Contact
Us:::2601 Blair Stone Road: Tallahassee FL 32399 Phones 850.487-1824 The
State of Florida is an WEED employer..Coovriaht 2007-2013 State of Florida.:: Privacy Statement.:;_ Accessibility Statement:;. Refund Statemen4 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 electronicmailtoThisentity. instead, contact theoffice by phone orby traditional mail, Ifyou have: anyquestions, please contact850.487.1395. -Pursuant to Section 455,275(
1), FloridaStatutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S.. must providethe Department with anemailaddress ifthey have one.
The emails providedmay be used forofficial communication with the licensee. Howeveremail addresses are publicrecord. Ifyou do not wish to supply a personal address,
pleaseprovide the Department with anemailaddress which can be made available to the public. Todetermine if you are alicensee underChapter 455; F.S., please
click 'here .: Product Approval Accepts: Credit Card
Safelittp://www.
floridabuilding. org/
pr/
pr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3 Gvut... 12/ 14/2017
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 298C
August 28, 201.7
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel size .max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 440' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements of FAC
Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 6 h
Edition (2017) Florida Building Code including.the 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-298C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3956-1 and -IA, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440-
2008, and ASTM E 1886/1996 2005
4) Supplemental Calcs. to support CWS-298C, signedand sealed by Lucas A. Turner, P.E. Installation:
Units must be installed according to approval document CWS-298C. Limitations
of Use: This product: May
be used in up to 48 7/8" x 93 1/2" panel sizes (96" max. door height), with glass types and max.
glass daylight sizes as shown in CWS'-298C Achieves
design pressures of +/-60 psf Is
Large Missile Impact Resistant and does not require the use of shutters May
be used in the High Velocity Hurricane Zone Requires
Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA 414-0916.1 It Requires
Quanex (Mikron) white rigid PVCframing per NOA 417-0206.1 Ot t I
have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`s
Ed. (2017) Florida Building Code for use in this product. Certification of
Independence: Ido 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. 14e111J 1)
I No 58201
Lucas TurnerZ
7 2017-08-
30=. STATE OF 8/28/2017 16:05+
20:00 P,: "; , Lucas A. Turner, P.E. SS NAG+•
FL PE #58201
MEN
191 118"
48718".. MAX UNIT WIDTH
MAXPANELWIDTHJ A
4
i6" GLASSL"SS I
1NITiEIGHT
D X X O
93 1/2" MAX B 863I8" GLASS B
PANEL DLO
HEIGHT b i
B
6
I C
6
145 13/16"
MAX UNITWIOTH I
48 718" MAX
PANEL WIDTH
6" lAXNIT
EIGHT
93 1/2" 86
GLASS
OLD
X O318" O'
MAX D. cuss
PANEL DLO
HEIGHT
b
i
C
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....................1
SECTION VIEWS OXXO & GLAZING DETAIL .....2
SECTION VIEWS OXO & XO................ .........
EXTRUSIONS & B.O.M........ ,4
ANCHOR SCHEDULE &NOTES ......... 5
INSTALLATION DETAILS.... ......... . .......:.6
96'
MAX UNIT WIDTH
48718.
MAX
PANEL WIDTH
6"
1Ni IiElHT
s3 tr2° Ei E X
ANELIGHT
GENERAL NOTES:
1 THE PRODUCT SHOWN HEREIN ISDESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENTEDITIONAND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY
HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC.
2. GLAZINGDETAIL: (SEE <SHEET 2) 3.
APPROVED' CONFIGURATIONS: "OXXO", "OXO", 'No","OX" 4.
DESIGN PRESSURES: NEGATIVE
DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM"E"1300-04e01/09. POSITIVE
DESIGN LOADS BASED ON TESTEDPRESSURE, WATER INFILTRATION
TEST PRESSURE, AND GLASS TABLES. ASTM
E-1300-04e01/09. 5.
ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION DETAIL WIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
6.
PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
7.
ALL FRAMES AREPROCESSED AND SCREWED TOGETHER. VENTS FULLY WELDED.
8.
SERIES / MODEL DESIGNATION: SGD-8900., 9.
THE DESIGNATION X ANDO STAND: FOR THE FOLLOWING: X=
OPERABLE SASH, O=FIXED SASH. 10._
SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. EXTERNAL
WEEP SLOT = V4 xV LOCATED 4" FROM. BOTH ENDS. E
LucasTume
2017-
09-22 12:
26-04:00 NFIG.
MAX. UNIT SIZE MAX. PANEL SIZE
DESIGN
PRESSURE RATING
IMPACT RATING XO
96" x 96" 48-
7/8" x 93-1/2" 60 PSF LARGE MISSILE IMPACT OXO145-13/16" x 96" OXXO
191-1 /8" x 96" 1909SW
44THAVEOCALA,
FLORIDA 34474 W
WW:C WS!CC 8900
PVC SLIDING
GLASS DOOR -
IMPACT Z <-
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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 1EET
DESCRIPTION: GENERALNOTESAND'
ELEVATIONS
iAWN
BY: DATE: ADE
06/03/08 NG#:
REW CWS-
298 C ALE:
SHEET 1:
33.33 1 OF'6
SECTION 8-B
PAIR OF ANCHORS AT EACH CLIP.
SEE 'SHT 6 FOR SPACING
SECTION C-C
FIXED PANELATTACHMENT
NOTE
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER, INFILTRATION RESISTANCE IS NOTREQUIRED.
i" OVERALL
3/16" TEMPERED
3/8" AIRSPACE
7116 LAMINATED GLASS
3116" ANNEALED GLASS
090. SENTRY GLASS IONOPLAST INTERLAYER
3116" ANNEALED GLASS
PURFECTGLAZE"H'
SIKAFLEX-552
13f16" GLASS BITE
1:1.3
SETTING BLOCKS PER FBC 2411.3.3.1
1900.SW 44THAVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
z
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LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
REETDESCRIPTION: SECTION
VIEWS- OXXO AND
GLAZING DETAIL RAWN.
BY DATE: ADE
06/03/08 NGY: -
REV.: CWS-
298 C SHEET
1:
2.63 2 OF 6
wlNoow srsTfrls
1900SW44THAVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
33 16 6. 4. 1 3 13 -T4 26 18 25
8900 'PVC
o E1 SLIDING GLASS
DOOR - IMPACTa
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4 GENSF•.y458201
18 6 13 4 33 1 0IfT9S STATE Of S
O • e
e
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
1 1 30 33 6 a: 19 2 NORTH PORT, FL 34288:
PH. 941380-1574
SECTION. E-E SHEET DESCRIPTION:.
SECTION VIEWS- OXO
AND XO/OX
DRAWN BY, DATE:
NOTES; ADE 06/03/08
1, ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 Dwc 0 REy.:
2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C
sCALE: SHEET
1':2.63 3`0F 6
I5
5 15116"
1L-jr-jw17/a" (iv o j118" 21LrI==0E5 ,
19"
3
PVC OUTER FRAME -6042 REINF. -1993
3
2, PAN HLAU PHIL, 5MS rASItNAL SIttL
PVC PNL INTERLOCK - 6060 PVC PNL LOCKSTILE - 6059 PVC PNL INTERLOCK - 6033
4FORCEMENT ALUM., PANEL KEYMARK ALUM
PVC ASTRAGAL -6043
FRAME CONSTRUCTIOIS
t-k
FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
VENTS FULLY WELDED
1:10
a 8
26
23 2 13l16"
3 3/16" 1/16" 3 1/16" 2 518• 1 151 1116"
1/16"
PVC INTERLOCK SNAP - 6061 FIXED PNL CUP - 4295 FIXED PNL COVER -1597 REINF. - 1775 HIGHRISE -1737
BACK FIN ULTRAFAB ,1l1V
SULLNAN PVC
51a" 112" -1 3 t
2
T—
28
3114 1/16" ROLLER TRACK- 1930
PVC SCREEN ADAPTOR- 6045
SILL THRESH COVER -1764
7I8"
2 3116"— 2 111T6"
4 3/8" tla"
32ilia
1 112 34
1 i/4"
L1/16" L 1116,
PVC SCREEN CHANNEL - 6044 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722
REINF. -1726 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED.
314" 2°
r 3 _ _ —
13W
PVC WELD SUPPORT -6046
7/16"
30
1 118"
1/16"
PVC GLAZING BEAD - 6037
91,6"
31
1116'
PVC SCREEN TRACK -6041
1900SW44TH AVE,
OCALA, FLORIDA 34474
WwW.CWS.cC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
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LUCAS A. TURNER, P.E.
FL PE #58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.'941-380-1574
BOM AND EXTRUSIONS
ADE 06/03/08
G 0:
CWS-298
REV:
C
ALE: SHEET
1:2 4 OF 6
6" MAX.
TYP)
I 1
ANCHOR.LAYOUT
NOTES:'
1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
1900 SW 44TH AVE.
OCALA,.FLORIDA 34474
WWW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT'
z 3 az!!.
o z.,ro z O
z..
mi3: ffi
O Oro d=rwU00I'Z°-.r0m
O D m o - zowzzO
R : r zH0-zwoHawwiE ?=
amI=WwI-O >paIX w w0CLwo_
2.SHIM AS REQ'D<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. 11-:,-er'-
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENTSHALL 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 ACORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE
PROTECTED TO. PREVENT REACTION. LUCAS A. TURNER, P.E.
FL PE:i'S8201
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 :
SPECIFIED; IN TABLE 1, SHEET 6.
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.:941-380-1574
6, ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO: FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS
TO SOLID CONCRETE OR:GROUTrFILLED CMU MAY INCLUDE BUT DO NOT REQUIRE. IXWOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS
SHEE7 DESCRIPTION:
BETWEEN THE PRODUCT AND SUBSTRATE. ANCHOR SCHEDULE M
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: O FOR MASONRY, i" FOR WOOD AND -METAL:. DRAWN 8Y: 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 06/03/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. OWG a: 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-298 C
FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS), FMAIAAMAIWDMA 300(EXTERIOR DOORS). SG LE SHEET
1:20 5 OF 6
SUBSTRATE BY OTHERS
SEE .TABLE :1
PERIMETER SEALANT—
BYINSTALLER
INSIDE AND OUT
INSIDE AND OUT
DONOT COVER
WEEP HOLES
SUBSTRATE BYOTHERS -
SEE TABLE 1
SEALANT UNDER SCREW
HEAD BY INSTALLER
TYPICAL HEAD ANCHORAGE
27116" MIN,
EETABLE 1
1
114" MAX. SHIM
INTERIOR
I^27/16" 1 -MIN. EDGE DIST.
IRT
SEE TABLE.I
V6T
114" MAX. SHIM
INTERIOR. -MIN. EMBEDMENT
i SEE TABLET
27/16" MIN,
MIN. EDGE DIST,
1
SEE TABLE 1
PERIMETER SEALANT BYINSTALLER--`
INSIDEANDOUT
SUBSTRATE BYOTHERS --
SEETABLE 1
rB1 HORIZONTAL SECTION
6 J TYPICAL JAMBANCHORAGE
TABLE 1, APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHOR TYPE. MIN. EMBEDMENT MIN. EDGE DIST.
CONCRETE 2.0 K
3116" ELCO ULTRACON -
M!m3"
1-3/4" 1" ONCRETE.(2.85.KSI MIN,) -
HOLLOW -0R - .. 3"
HOLLOW OR GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-1/2"
2XMIN. SOUTHERN PINE (G=0.55) 3116":ITW TAPCON 1-3/8" 1"
2XMIN. SOUTHERN PINE (G=0.65) 910 WOOD SCREW 1-318" 1"
16 GAUGE (0.06(Y") MIN. STEEL STUD 910-16 HILT KWIK-FLEXOR ITW FULL THREAD
33 KSI YIELD MIN) TEKS SELF -DRILLING SCREW THRU 0.060'` 7/16„
1/8" ALUM. (6063-T5 MIN.) OR 10 GRADE 5-SELF-TAPPING :/ FULL THREAD
1/8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.126' 7/16".
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2.0 KSI MIN.) OR 3/16" ITW'TAPCON 1" 3"
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.
FIXED PANEL CLIP ANCHORS INTO:
CONCRETE (2,85 KSI MIN.) OR 3116" ELCO ULTRACON
HOLLOW OR GROUT -FILLED CMU (ASTM C-90)
1/4" MAX. SHIM
FIXED PANEL.
MIN. EMBEDMENT
SEE TABLE:1
rG FIXED PANEL
12" SEE TA ST: SEE TABlE.1
17 710
Eff
MAX. D.C.
If
FIXED PANEL CUP
CLIP ANCHORS MUST
BE LOCATED A MINIMUM
DISTANCEOF 3" AWAY
FROM ANY MAIN FRAME
ANCHOR.
INSTALLATION:
ANCHOR (TYP).
HORIZONTALSECTION
FIXED PANEL CUP DETAIL 6 FIXED PANELANCHORAGE
NOTE: FIXED PANEL CLIP ANCHORS 'INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN. EMBEDMENT AND MIN. EDGE DISTANCE LISTED INTAKE 1.
1900 SW 44TH AVE.
OCALA, FLORIDA34474WWWCWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
Q Z
pwO wwo0
w0
LL
2..0-Z. O = F
Fa-w3 h3=
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w
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xz
9/2v2017
LUCAS A. TURNER, P.E.
FL PE 111`56201
1239 JABARA AVE..
NORTH PORT, FL 34288
PH. 941 380-1574
EET DESCRIPTION:
GENERAL NOTES AND
ELEVATIONS
AWN BY: DATE:
ADE 06/03/08
G#: REV;:
WS-298 C
4LE: 'SHEET
1:2.67 80F6