102 Silver Maple Tr - BR18-004471 - WINDOW REPLACEMENTCITY OF
kSNFORD Building &Fire Prevention. Division
PERMIT APPLICATION
FIRE DEPARTMENTaL' r '-
1
I ] IApplicationNo: I
Documented Construction Value: $ 13,543
Job Address: 102 SILVER MAPLE TER SANFORD, FL 32773 Historic District: Yes No7
Parcel ID: 11-20-30-505-0000-0030 Residential Commercial
Type of Work: New—] Addition[] Alteration Repair Demo Change of Use Move
Description of Work: REPLACE 7 WINDOWS NON/IMPACT. SIZE FOR SIZE. 1r
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone:954-7924415x243 Fax:407-4728380
Name TENCZA, DANIELLE
Street: 102 SILVER MAPLE TER
Email: ts@fhaproducts.com
Property Owner Information
City, State Zip: SANFORD, FL 32773
Phone: ''U- —;3 Z —'tb c.S
Resident of property?: OWNER
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC.
Street: 3044 SW 42 ST.
City, State Zip: HOLLYWOOD, FL. 33312
Name: N/A
Street: N/A
City, St, Zip: N/A
Bonding Company:
Address: N/A
N/A
Phone: 954-7924415
Fax: 407-4728380
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: 6"' Edition `1'7) Florida Buildi Codj
Revised: January 1, 2018 'i v' Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and then may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner ofthe property ofthe 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 of the 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 AVIT: 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.
Sign&cfe of er/Agem Dke Si rlAgent
i
Z
o•
Permits Required: Building Electrical Mechanical Plumbing[] Gas[:] Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
K'1 ;4 9:Z • - Yi'AiQLIJVNICO
ENGINEERING:
CO TS:
UTILITIES:
Fire Alarm Permit: Yes[] No
WASTE WATER:
FIRE: BUILDING:
Revised: January 1, 2018 Permit Application
SEMINOLE COUNTY MULTI —JURISDICTIONAL
LIMITED POWER OF ATTORNEY
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: FL 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 thisappointmentfor (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
102 Silver Maple Ter, Sanford, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: Wayne T. Burnett
State License Numbe
Signature of License
STATE OF FLORIDA
COUNTY OF ! 3A r . &,c,\-C
The foregoing instrument was acknowledged before me this 1—day of At'1,
20 " by who is ; -personally known to me or
who has produced as identification
and Xho did (did not) take an oath.
Paul Norman
014PJ" (NotarN publiC
Nc' State of Florida
9 OF Yr My Commission Expires 3h 012020CommissionNo. FF 970481
Print or type Notary name
Notary Public - State of
Commission No.
My Commission Expires:
SCPA Parcel View: 11-20-30-505-0000-0030
atnewn,crProperty Record CardfplParcel: 11-20-30-505-0000-0030
ccou+iw.ririn Property Address: 102 SILVER MAPLE TER SANFORD, FL 32773-5624
Parcel Information Value Summary
Legal Description
LOT 3
HIDDEN LAKE PH 3 UNIT 1
PB 27 PGS 44 TO 47
Page 1 of 2
2019 Working 2018 Certified
Values Values
Valuation Method j CosVMarket Cost/Market
Number of Buildings 1
123,087
A
1
T$117,463DepreciatedBldgValue
Depreciated EXFT Value 200 200
Land Value (Market) 30,000 30,000
Land Value Ag-- -
J -
Just/Market Value `" 153,287 147,663
Portability Adj ISaveOurHomesAdj 71,132
0
67,198
0Amendment1Adj
Assessed Value 82,155 80,465
Tax Amount without SOH: $1,990.89
2018 Tax Bill Amount $729.64
Tax Estimator
Save Our Homes Savings: $1,261.25
Does NOT INCLUDE Non Ad Valorem Assessments
Taxes --!
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund i $82,155 I $50,000 $32,155
Schools $82,155 $25,000 , $57,155
t _ _
City Sanford $82,155 $50 000 ( $32,155
SJWM(Saint Johns Water Management) $82,155 ! $50 000 $32,155
County Bonds $82,155 $50,000 $32,155
a___ . _.-..w_.____
Sales I
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 9/1/2011 07646 4 0632 77,400 i No Improved
WARRANTY DEED E 7/1/1989 02091 1987 70,800 Yes Improved
WARRANTY DEED 8/1/1983 01479 i 1427 52,900 Yes ( Improved
Find Comparable Sates
Land
k
Method Frontage Depth Units Units Price Land Value
LOT 0.00 r 0.00 ! 1 $30,000.00 $30,000
IBuilding Information
Is Bed/Bath count incorrect? Click Here.
Description
Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value AppendagesActual/Effective
1 SINGLE 1983 6 I 3 1 Lo- 1,262 4 2,020 1,262 i. CONC $123,087 i $146,969
FAMILY j E BLOCK
Description Area
E 513.00
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=I 1203050500000030 10/26/2018
I
SCPA Parcel View: 11-20-30-505-0000-0030 Page 2 of 2
Permits
i GARAGE
1 i FINISHED
t I SCREEN
I i i PORCH 230.00
I I I FINISHED
OPEN PORCH 15.00fiFINISHED
Permit # Description Agency Amount CO Date Permit Date
02382 REPLACE OLD WOODEN PORCH W/NEWWOODEN
01954 — REROOF
SANFORD
SANFORD
1,000
4,250
f 7/14/2003
1 5/1/2003
Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district In which the property Is located.
Extra Features
Description Year Built Units Value New Cost
PATIO NO VALUE 112/1/1989 j 1 $0
PATIO 1 12/1/1989 1 ! $200 500,
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=l 1203050500000030 10/26/2018
REQUMD MSPECTIONSEQUIENCIR.
Bpff- . -441 I
Footer Setback
Stemw, all
Fbundativi / Form Board..*Survey
SlabIM-mio S-lab-Ptpour
Lintel / TiO Beam / Fill Down Ceff
hS -eaffiffig-L Walls-
S;heathing-,L Roof
I Roof Dry Th
Frame
Insu-tation, Rough I—n
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
TinatRoof .j; Final
Stucco' /,Siding insulation
Mn6l Final
Utility; Building - Final
Door I Final
Whad-66, inal
Screen'.Room Final..
Pool S,'creen Enclosure. Mobile
Home Building- Final' Pre:
Demo Final
Demo. Flha-
I'Sftlgre iRb=1y:R-esfdence, Final.
Building (Other) E
e',
cdonjDe 24uom Eleatdic,
Underground boter
F ' /* Slab Steel Bond Electric
Rough T.
U.Q. Pre-
PowerFinal Electric Final
SOME: ro
yo ifl oull Ri111F MM luspeWon
DescEi2tiom Plumbing Ujaderground
PI=$pg
S6wer Plumbing Tub,
Set' Plumbing Final
7 MRR
Max
limspec m Descrn*121fion Mechanical Rough
Mechanical. Final
Mh Max
d om IGas
Underground - Gas Rough
IGas-Final
REVISM., Jbne:
ZU.14
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018127091 Book:9245 Page:99; (1 PAGES) RCfl: 11/7/20h8 9:48:50 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: BARBARA ESPARZA
Address: S(DAHOM PRO M 5
t303a SLINPORT OR 9401 ORLANDO FI 32A
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number. Parcel ID Number. 11-20-30-505-0000-0030
The undersigned hereby gives nonce that Improvement will be made to certain real property, and in aocordonce withChapter713, Florida Statutes, the following Information Is provided in this Notice of Commencement
DESCRIPTION OF PROPERTY: (Legal description ofthe property and street address if available)
LOT 3 HIDDEN LAKE PH 3 UNIT 1213 27 PGS 44 TO 47
102 SILVER MAPLE TER SANFORD, FL 32773
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS a--% 7 0,r
OWNER INFORMATION:
Name: TENCZA, DANIELLE
Address: 102 SILVER MAPLE TER SANFORD, FL 32773
Fee Simple Title Holder (if other than owner) Name: N/A
Address: N/A
CONTRACTOR:
Name• FLORIDA HOME IMPROVEMENT ASSOC.
Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312
Persona 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: N/A
In addition to himself, OwnerDesignates NIA of
To receive a copy of the Uonor's Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date [a speeitled)
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 I. 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 WORKOR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties ofperjury,) declare that I have read the foregoing and that the facts stated in it are true
to best of my e go and belief.
l n1Y lNl
signfheengoo orcortananmtneni andno one elmmaybe permitled to eigrt in Me orherarea!'
State of fl'_ C, County of
The foregoing Instrument was acknowledged before me this b day of ,vo-,
Who is personally known to me ` =\pad 'G
Nmne ai person making statement Q\3 . X%
U
OR who has produced identification type of Identification produced: Qa . '.kA p _ 9''
AN
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have axmded this cientract. under zeal, as of the day and year rim above written. Nb,.j me Ruver may cutol tFAStraptitanaIanyamePdoffbML*nitllfd4112M V9W bLMb*&= #AY after the dos of thit ftV=QdhM SMthe athchW nafteattww&UMOMfarmI= an a3pbmbm *I aft aGM CfwnefNAWV4V Coldractor, FHA PVallffff of Owrmrl Narat &
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Product Approval Specification Form
Permit # # 1 8- 4 4 7 1
Project Location Address 102 Silver Maple'Te-SANFORD, FL 32773
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 CWS 8750 SERIES FL14850.1
Sliding
Sectional
Roll Up
Automatic
Other
2. Windows
Single Hung CWS 8200 SERIES FL4091.1/FL16177.1
Horizontal Slider CWS 8200 SERIES FL4092.1
Casement
Double Hun
Fixed
Awning
Pass Through
Projected MPL CE F
E CONSTRUED TO BE A
Mullions AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
Wind Breaker I IONS OF THE TECHNICAL
Dual Action DATE THE BUILDING OFFICI L FROM THEREAFTER
Other REOUNINUAWHFIECTliN OF ERRORS IN PLANS,
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 up
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)
tune 2014
FHA - DIAGRAM SHE
1/4/2018 Florida Building Code Online
rfikii
BCIS Home ! log In 1 userRegistration Hot Topics € Submit Surcharge Stats & Facts Publications FBC Staff j BCIS Site Map Links I Search j
Florida
Product Approval
cs USER: Public User
Product Anoroval Menu o Product or Annlication Search > Application List > Application Detail
FL # FL4092-R8
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 Ext 245
kpine@cws.cc
Kevin. Pine
kpine@cws;cc
Jay Lathrop
1900 SW 44th Ave
Ocala, FL 34474
352) 368-6922 Ext291
jlathrop@cws.cc
Arturo Monteverde
1900 SW 44th Ave
Ocala, FL 34474
352)368-6922 Ext221
amonteverde@cws.cc
f]D
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
FL4092 R8 COI EvalReport223E:ndf
Standard Year
AAMA/WDMA/CSA 101/LS.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
PA I -AS 202 1994
http://www.floridabuiIding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931p/o2b4g5faOOzM2M4GTnBAwwDnjlGdio°/n3d 1/2
1/4/2018 Florida Building Code Online
CI
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
EL Model, Number or Name Description
409HS 8200 1_.._ .....--- -- - al8200 Vinyl Flange and Fin Horizontal Sliding Window Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL4092 R8 II CWS-340E.pdf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Party: Yes I
Design Pressure: N/A Evaluation Reports Other:
HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReport340E:odf 5/
8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04.
i---
4092.
2 HS 8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window i
Limits of Use Installation Instructions Approved
for use in HVHZ: No FL4092 R8 1I CWS-223E.pdf 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 0,8AE EvalRepert223E.pdf DP
40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes 14092.
3 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. I
Limits of Use Installation Instructions Approved
for use in HVHZ: Yes. FL4092 R8 I1' 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 EvaIReDOrt486G pdf See
Installation drawings for Design Pressure. Glass complies I Created by Independent' Third Party Yes with
ASTM E1300-04. j --- ......... - ...... _._..- - Contact
Us': a 2601 Blair Stone Road Tallahassee. FL 32399Phone: 850-487-1824 The
State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida..::. Privacy. Statement ::.. Accessibility Statement : Refund Statement Under
Florida law, email addresses are public records. If youdo not want your e-mail address released in response to apublic -records request, do not sendelectronic mail to
this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact850.487.1395. *Pursuant to Section 455.275(
1), Florida Statutes;. effective October 1, 2012, licensees licensed under Chapter 455, F.S. mustprovide the Departmentwithan email address if they have one. The emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. However email addresses arepublic record. If you do not wish to supply a personal address, please providetheDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here•: Product
Approval Accepts: Credit
Carts Safe http://
www.floridabuilding.
org/
pr/pr_app_dtl.aspx?param=wGEVXOwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2
URNER
ENGINEERING &
CONSUU ING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 340E
August 28, 2017
Product Description: Series 8200 PVC l-lorizontal Slider Window, Non Impact, 54" x 62" unit size XO
or OX, and 125 5/8" x 62 unit size XOX
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`I' 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 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-340E, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3522-2 and -2A, NCTL-210-3525-1 and -2, and NCTL-210-3459-1, -1 A,
2 and -2A from National Certified Testing Laboratories, Orlando, FL signed and sealed by
Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-05
4) Supplemental Calculations to support CWS-340E, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-340E.
Limitations of Use: This product:
May be used in O/X or X/O configuration in sizes up to 54 x 62" unit size, and X/O/X
configurationinsizes up to 125 5/8" x 62" unit size, with max. glass daylight widths as shown in CWS-
340E Achieves
design pressures as indicated in comparative analysis tables in CWS-340E Is
non -impact and requires the use of shutters May
not be used in the High Velocity Iurricane Zone Requires
glazing as shown in CWS-.340E Requires
Quanex (Mikron) white rigid PVC extrusions as shown in CWS-340E Certification
of Independence: 1 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 beingissued. 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. tr,
Sil l l lt,r I, I, Lucas
No 58201 Turner
2017-
08-30 16:
03+20:00°,r•., w i; `.` 8/
28/17 lee
y Lucas A. Turner P.E. FL
PE #58201
6:
MAOV
FU
HEI
HORIZONTAL SLIDER NON -IMPACT
SHOWN W/DIFFERENT OPTIONS)
126 7113"
MAX. OVERALLFLANGE WIDTH
125 5/8" MAX. UNIT WIDTH
II
50 ....._. 323L8=
GLASS OLD 'GLASS DLOI
D
B
G'EL
HT MAX
UNIT
HEIGHT x
5L3L1St^_
GLASS ODLO X
C
5; 1
u GLA
8 OLO
MAXSASH
HEIGHT L F
t MAX.
SASH VVIDHT
551/4"
MAX. OVERALL
FLANGE WIDTH
54" MAX. UNIT WIDTH-
23_v1fi
GLASS DLOISS iA GLASS DLO
63. 1/4' I I
i.
Max. OVERALL MAX.
FLANGE SASH B GLugS3 HEIGHT HEIGHT v O 13
Duo
MAX. GLASS
UNIT DLO
HEIGHT _ I
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
GLAZING DETAILS .................2
COMPARATIVE ANALYSIS..................3
SECTION VIEWS B:ALT. FRAME.....4.5
EXTRUSIONS & B 0 10 ......... .........6
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS.....................8
25 1r
MAX. SASH WIDTH
GENERAL NOTES. 0og®,ry__/
1. THE PRODUCT SHOWN HEREIN 1S DESIGNED AND MANUFACTURED WINDOW SYSTEMS IIL(1.//
1aTOCOMPLYWITHTHEFLORIDABUILDINGCODE(FBC), CURRENT
EDITION. 1900 SW 44TH AVE.
OCALA, FLORIDA344T4
2. GLAZING OPTIONS: (SEE. SHEET 2) I WWW.CWS.GC
3. CONFIGURATIONS: "OX",'"XD",'XOX".
8200 PVC
4. DESIGN PRESSURE RATING (SEE SHEET 3):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND i HORZ• SLIDER
GLASS TABLES ASTM E-1300.04e01/09. NON -IMPACTPOSITIVEDESIGNLOADSBASEDON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01109. z <
5, ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED z
0OU 00 ¢ I- O wzINTHEDESIGNOFTHISPRODUCT, SEE SHEET 8 FOR ANCHOR.. U Z O Z IY = L-
DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD o z.0 = gz Co
ANCHOR CALCULATIONS Z H U = z m d of U 0>OO001-0. Q=1...tY0n' ~ 26. NOT APPROVED FOR IMPACT' RESISTANCE IMPACT PROTECTIVE
SYSTEM z,
Cl) M0z0Z.In UISREQUIREDINWINDBORNEDEBRISREGION. V.rri
T ALL FRAMES AND VENTS FULLY _WELDED. SMALL JOINT SEAM SEALANT
FIXED
S.O LLu O OTO-
USED AT MEETING RAIL AND JAMB. F. 0 Ooo
I a O , S. SERIESMODEL DESIGNATION HS-8200. a Z U z
C OgCo 9.
THE DESIGNATION X'AND 0 STAND FOR THE. FOLLOWING: a m a: u 3 LU X = OPERABLE SASH-, D = FIXED SASH 10
SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILARi
rG
p,NUREIVtOErd
p o; 11,
EXTERNAL WEEP SLOT =1/4" x 1" LOCATED$" FROM BOTH ENDS. N- 58211 p
STATE OF i4tJZ LUCKS
40p10P Turner
2017-
08-30 17:
13+20:00 CONFIG.
MAX. UNIT SIZE DESIGN PRESSURERATING IMPACT RATING x 62"
SEE COMPARATIVE ANALYSIS CHART, SHEET
3 NONE XOX
1/
4 1/2 1/4 125-5/8" x 62" NONE 8/ZS/
Z017 LUCKS A.
TURNER,. P, E. FL PE #
582D1 li 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
380-1,574 GENERALNOTES
AND ELEVATIONS AAJ
07/
01/08 VG.#: REV.:
CWS-340
E ALE: SHEET
1:33.
33 1 OF 8
718' OVERALLI
i-1/8' ANNEALED
S8" AIRSPACE
118" ANNEALED
I
n n 36 SIKAFLEX 552 ORPURFECTGLAZE"H"
f>PiYHwi.'illr;I
GLASS TYPE A
718' OVERALL
3116' ANNEALED
112' AIRSPACE
a16" ANNEALED
SIKAFLEX 552 ORnn35PRFECTGLAZE"H"
GLASS TYPE B
112" GLASS BITE
7/8" OVERALL
1/8" TEMPERED
AIRSPACE
1/6
I
1/8" TEMPERED
SIKAFLEX 552 ORnn36PURFECTGLAZE"H"
GLASS TYPE C
1/2' GLASS BITE
718' OVERALL
1 3/16" TEMPERED
7-
1/2' AIRSPACE
3116" TEMPERED
SIKAFLEX 552 OR36PURFECTGLAZE "H"
GLASS TYPE D
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
WW W.CVVS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
a z 3 az3
ow0 Qwoowzozof-?
o ,QmLL >.
0w: a
Hw zr3gx
COaw OOI-
Z<waOowI-a
Z 0Z Z?U1 Ot
K Z ui
w 000 W>_ Ft z
11. a Own
O wrw w W..v}iaacca
BITE .PP10RFit!/'', r
58201 9
0 STATE OF Ui
i,(cSF1
8128/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
GLAZING DETAILS
AAJ 07/01/08
VG#: REV.:
CWS-340 E
ALE' SHEET
1:1 2OF8
XOX DESIGN PRESSURES (GLASS TYPE B`ORD IN THE FIXED L(LE GLASS TYPE A. B, C, OR D IN THE SASH)
UNIT WIDTH (IN)
55 B5 76 87 1!2 102 1/2 108 3/4 110 1Y4 120 125 5/8 WlNDOW SYSTEMS
UNIT SASH WIDTH (IN) 1900 SW 44TH AVE.
HEIGHT (IN) 15 5/8 18 7116 21 5/16 24 718 29 1/8 30 7/8 31 5/16 34 1116 3511/16 OCALA
FLORIDA 34474 WVVw
CWS.CC 17
7B 451 -45 451-45 451-45 45 1-45 451-45 45 / -45 45 I -45 42.5 / -42.5 40 / -40 29
1/2 45 / -45 451-45 451-45 45 / -45 45 / -45 40.1 / -40.1 +39,1 ! -39.1 +33.5 / -33.5 +30.9 / -30.9 8200 PVC 31
112 45 / -45 45 / -45 45 / -45 45 / -45 45 / -45 40 / -40 39 / -39 33.1 l -33.1 +30.41-30.4 Eio
Rz. SLIDER 3511239
112 45 / -
45 451-
45 45 / -
45 45 /-
45 45 / -
45 45 / -
45 45 / -
45 45 / -
45' 451-
45 45 / -
45' 40 / -
40 40 /
40 39 / -
39 391-
39 32.
9 / -32.9 32.
9>1-32.9' 30.
1-30 301-
30 NON -IMPACT 41
112 45 / -45 451-45 451-45 451-45 451.45 40 / -40 39' / -39 32.9 /-32.9 301.-30 a
z 3 ¢ Z 0 43112 +451-45 +451-45 +45/-45 +451-45 +451-45 : +40/-40 +39/-39 +32.91'-32.9' +301-30 47
112 451-45 1
45/'-
45 451-45 1
451-
45 451-45 401-40 39/-39 32.9/-32.9 30/=30 o w 0 Co w o z
O zi 5111245 / -45 45 /-45 45 / -45` 45 / -45 43 8 / -43.8 40 / -40 39 / -39 32.9 / -32.9 30 / -30 o O 3: m 53
1/2 45 / -45 45 / -45' 451-45 44,7 I -44.7 +41.31-41.3 40140 39 / -39 32.91-32.9 30 / -30 u ZP w Z r- 3 2 T Z=22r[w0O 55
112 45 / -45 45 / -45 45 / -45 42.4 / -42.4 391-39 38 1-38 37.71-37.7 +32.9r/ -32.9 301-30 0 U0 1-- o O Qa m' w U I 62
45 / -45 44.9 1'-44(9 +40.4 / -40.4 +36:4 / -36.4 33:1 ! -33:1 32.1 / -32.1 31;8 /-31.8 30:6 / -3D. 30 / -30 0 U ' m z ? v n oz' U F--'20 iZ LoFl=t=-O_ 00r}-y SO cn ZEXO
OR OX DESIGN PRESSURES GLASS TYPEA, B, C, OR D) OOw(now 7tw- OOxcoUNITWIDTH (IN) w r a UNT
HEIGHT (
IN) 29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 r'
17.
1375 4$ / -67.5 45 / -67.5 45 / -67:5 45 / -6Z.5 45 / -67.5 45 / -67.5 45 / -61.9 45 / -54.6 45 / -50.8 1NORE 4V 29.
5 45 I -87.5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -67.5' 45 ! -67:5 45 / -58.2 45 / -49.5 45 / -45 p c N g p 31.
5 45 i -67.5 451-67.5 45 / -67.5 451-67.5 451-67.5 45 / -67.5 451.58.2 45 / -49.5 45 / -45 v No 53201 35.
5 45 / -67.5 45 / -67.5 451-67.5 45 7 -67.5 451-67.5 451-67.5 45 /-58.2 45 J -49.5 451-45 39.
5 451-67.5 45 / -67.5 45 / -67.5 451.67.5 451-67.5 451-67.5 45 / -58.2 45 / -49.5 451-45 STATE of 41.
5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -58.2 45 /-49.5 45 / -45 O R 5 43.
5 451-67.5 451 -67.5 45 / -67.5 451-67.5 45 / -67.5 451-67.5 451-58.2 45 / 49.5 451-45 SS ON 49
451-67.5 45 / -67.5 45 / -67.5 45•/ -67.5 451-67.5 451-67.5 45 / -58.2 45 /-49.5 45 / -45 nrrn...
000,I 51.
5 451-67,5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -67.5 45 / -66.7 451-58.2 45 /-49.5 45 / -45 53.
5 45 / -67.5 45 / -67.5 45 / =67.5 45 / -67.5 451-65.9 45 / -63.6 45 / -58.2 45 / -49.5 45 / -45 Z 55.
5 451-67.5 45 / -67.5 45 / -67.5 451.65.4 451-62.9 451-60.7 451-56.9 45 / -49.5 45 / ,45 8/
28/2017 59.
5 45 / -67.5 45 / -67.5 45 / -65.6 45 / -60.1 45 /-57.8 451-55.7 45 / -52.1 451-49.1 45 / -45 LUCAS
A. TURNER, P.E. 62 +451-67a +45 / -67:5 +45 / -62.5 +45'/ -57.2 +451-55 +451-53 +45 / -49.5 +45 / -46.6 +45 / -45 FL
PE# 58201 1239<
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 SHEET
DESCRIPTION: COMPARATIVE
ANALYSIS DRAWN
BY: DATE: AAJ
07/01/08 NOTES:
DNGn: REV.: CWS-
340 E 1.
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE:2. SHEET ALLXOXUNITSMUSTUSEEITHERGLASSTYPEB.OR TYPE D ONLY. i
1:
1 3OF8
INTERIOR
WINO'JY! SYSTEMS
r 11900 SW 44TH AVE. 23 30 8 7 43 iJ 6 35
OCALAwww' wS.CcFLORIDA34474NWW.CWS.CC
I o 8200 PVC
i HORZ. SLIDER
NON -IMPACT
I
t 1=- pw0Qwoooo
p
Q
a 3yZZODf
4 44 31 5 261 7.5049 14 50 4 2V6 O- O OaQ= U Ucnl-Un.r a
SECTION VIEW B-B
2/6 ZW p f p I-- v 0
0UF- < zaL) Opw
46 ZapwOwiwZvO -,v)I-
sD 11 p w 0 a00}
49
3 36
R 4Y
No 58201 ..i1
STATE OF
45 "llSONA; ?aa.
21 36
010
54
ppo
8/28/2017
z p LUCAS A. TURNER, P,E- o FL PE 9 58201
1239 JABARA AVE.
o NORTH PORT, FL 34288
o-2 PH. 941-380-1574
SECTION VIEW C-C SHEET DESCRIPTION:
55 ALTERNATE FIN FRAME
SECTION VIEWS
SECTION VIEW A -A OX
DRAWN BY: DATE:,
AAJ 07/01/08
DWG#: REV,:
ITEMS NOT SHOWN FOR CLARITY: CWS-340 E
20. 25, 27, 34, 39, 40, 41, 48, 51. 52 SCALE: SHEET
12 4OF8
INTERIOR `y""""(l®"""•
i35j 6 t101 9 45 43 38:. 6 30 2 23 3 31 30 6j 36 7 43 9. 38 41D 6 3 WI;L`i W SYSTEMS
1900 SW 44TH AVE.
0CALA, FLORIDA.34474
1 ( W WW.CN,'S.CC
I
I I 8200 PVC
HORZ. SLIDER
NON -IMPACT
O al z aZ3
QwooJi
rJC C ' ( G UCJ` 0 CJO C
Z J GZw
3 i47 50 44 14 49 5D 4 15 5 38 14 44 42 14 38 5 15 47 50 49? 49 50 47 17 4 O Q } O [I1
LL. V--' w ZZZ28Q1<wO1OOr- O < = pf-.K
o () o V) F- z D-1r- 0rLozzF=1(1) SECTION
VIEW E-E E? U g Z O LL O owOtO'z 35 ~
OOf-»?-22 wwern0LuU)' W 18 FtZEL V)w O O
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n, No582013
STATE OF01. i43
i F',C 0R1L', P'•_ 45
nrr rr$rr 00
E1
5/
28l2017 11
i
O LUCAS A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE, 4
NORTH PORT, FL 34288 po
PH. 941-380-1574 SECTION
VIEW F-F SHEErbeSCR oTToN: 9
ALTERNATE
FIN FRAME SECTION
VIEWS SECTION
VIEW D-D XOX DRAWN
BY DATE: i
AAJ 07/01108 DWG#:
REV.: I CWS-
340 E ITEMS
NOT SHOWN FOR CLARITY: SCALE: SHEET 20, 25, 27, 34, 39, 40, 41. 48, 51. 52 1:2 5 OF 8
36
1 47
in Fr., SH, w/Flg„ PVC, HeadMikron I PVC 3118"--j
In Fr., SH, w/Flg„ PVC, Sill Mikron PVC I
in Fr., SH, w/Flg., PVC, L. Jb. Mikron PVC' 1
In Fr., SH. w/Fig.. PVC, R. Jb. Mikron PVCG 2
et. Rail, Fxd. Keymark Alum 3`
i-Lift / Roller track 211/16, 4
h Meet. Rail, PVC .Mikron PVC V16"
nf. Sash Meet. Rail Keymark Alum to
h Bottom Rail, PVC (S.S,R. for HS) - .Mikron PVC..
nf.S.BIR./S.S.R, Keymark Alum :
PVC .FRAME FLANGE
sh Top/Bot. Rail Mikron PVC H-6031
lertrack Keymark Alum
Bd.. 7/8',Fxd.,Horiz. Mikron PVC
Bd., 7/8',Fxd:i Vert. Mikron PVC
ad Rail Cover Mikron PVC 31/6"'
m. Adapt., w/ Nib, PVC Mikron PVC
rn. Adapt., PVC Mikron PVC
Iler, Tandem M&M Nylon
ringLock, Impact, PVC Interlock Zino
eper, Impact, PVC Interlock Zinc
aepCover wlFlap M&M Nylon 3916" Inf.
Plate, F.M.R. BearMetals Alum I rip.,
0.270 x .187 back FinSeal, Gray Ultrarab x
2.5 Ph Modified .Truss, .Type A TEK Fastenal -Steel x
0.625 Ph PH SMS Fastenal Steel 'r--1"- x
1.250Ph FHTEK, Wht. Fastenal Steel . x.
0.625 Quad FH TEK, W ht: 'Fastenal Steel - PVC FRAME FIN am
Sealer, SM-5504 Schnee ' Silicone H-6026 Screw
2
3116 T
7 1116"
PVC
SASH MTG. RAIL H-
6027 131i
6' ; 1
111 I
16'
PVC
SASH TOP/BTM RAIL H-
6004 1--
1 15/Fr —
1
SIB' i
q - 1116' LPVC
SASH SIDE RAIL H-
6028 1
112'- 2
1I18' i
FIXED
MTG RAIL H-
1836 CORNER
CONSTRUCTION I 7w{}
Lyl5llel(G WINDOW
SYSTEMS "LJ 1900
SW 44TH AVE. OCALA,
FLORIDA 34474 WWW.
CWS.CC 8200
PVC CORNERWELDALLSIDES) HORZ.
SLIDER NON -
IMPACT z
3 az3: mm00FLu
OWO,
zOz
g
k-
Z.I- Qn3>_0M3'E u_ ZI-W ZF 3:ME 7Xri<IL'Woo FID
EETING RAIL OVI O O z 0-? SCREWEDrTOGETHRWITHOUTERFRAME
ZI Lp 1;
8 QI, li
ZOWoZ0 L) OWTo- 11 Wi
Otrtnowrnw
of a M
ruutrr.. Glaze H'
or
6tkanex 55Y c., 85 Duo.,
1/8"x. 518" x 2" Lg, HenKel i SIKa
FrankLowe I ZWICOne
I
Rubber 1
114'--{ 7116' i .._ : 1
I 1116"
ROLLER TRACK
S-
1776 I-
11fe'--{{ Ju
j-- v
L1/
16" HORZ
SCRN ADAPTOR
S-6013 1118
5116'-,l
L--{
l—
1116' VERT
SCRN ADAPTOR
S-6014 3/
4"—----+ 3116"
10. T !_
1
1116-
REINF. SBR/SSR
S-1498 5/
8"---fff--------
iii i" LJ J_ -
1116" REINF,
SASH MTG.
RAIL S-1497 0
Gold Cert.
Label, NFRC, Non -Impact ASTME ary L61 (NFRC/
DP) bl. (logo) Fixed
Sash DuraSeal,
Fixed
Tremco
No 58201 STATE
OF :: to
ONAt r• rOirrn
t+r1
3/2017 9/
16" 15
F— 1f4
I : 13143/
16" 3"-1 LUCASA.
TURNER, P,
E. FL PE # 56201
1239 JABARA AVE.
C- NORTHPORT, FL
34286 I SCREW SUPPORT PH,
941-380-1.574. PVC FIXEDRAIL
COVER PVC GLAZE(3EAD P-3113 SHEET DESCRIPTION S-6063 5-
6064 BOM AND EXTRUSIONS
I. LINE ITEMS NOT
USED: 16, 19-20, 28, 32.33. 37, 53 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. AAJ j 07/
01/08 VG#: REV.: CWS-
340 E
ALE: SHEET 1.
2 6
OF 8.
i _
a: MAX. O.C. (TYP.) 3" (TYP.)
Q SASH 11 311W MAX. D.C. (TYP.)
6" MAX. (TYP,) Q FIXED
6" MAX. (TYP.) I I l
SEE NOTE2
r INSTALLATION
16, MAX. O.C.- ANCHOR(TYP.)
TYP.) 1
TYP.) O.C. L X O X
ANCHOR Q MIDSPANTYF.)
e-ArCH LAYOUT - (FLANGE)
4" MAX. (TYP.) -a-8• MAX. O.C.(TYP.)
4" MAX. (TYP.) L SEE NOTE 2
INSTALLATION
ANCHOR (TYP.)
T AX. D.C. — 11 X
ANCHOR LAYOUT - (FIN)
15" MAX,
6" MAX.
6" MAX.
10" MAX. D.C.—
SYP.)
L X
Lj
ANCHOR LAYOUT- (FLANGE)
4• MAX. (TYP.) (- 18" MAX. D.C. (TYP.)
4- MAX',(TYPJ
T-
I i
8• MAX O.C. J
TYP)
O X
b
ANCHOR. LAYOUT - (FIN)
NOTES:
1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
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 1/16" IS PRESENT, LOAD BEARING SHIMSSHALLBE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3.
ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. 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 ANCHORSSHALLBE 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 CONCRETECMU 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 SUCK 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 REOUIREMENTS.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), FMAANDMA 250(BOX WINDOWS), FMA/AAMAIWOMA 300(EXTERIORDOORS) Owl m.
WINDOW SYSTEMS
1900.SW
44TH AVE. OCALA. FLORIDA
34474 WWW.CWS.
CC 8200 PVC
HORZ. SLIDER
NON -IMPACT
z z <
z3: ujw0 Qwzw
z wOZOZW--t: a03>00=m u F-w OI=2<¢
wp0 OZ vUcrf~Zarxo a rZ ZO
O- Z j D o Doc Yowp-
moz. z < I_ t Z W OW
O K N W O W tn•ww0rnI- 0 ate.
ujw0
W aGp...1kOEiJSF•.
No 59201 •:'
Ir STATE OF :`
P. •G
zz 8/
28/
2017 LUCAS A.
TURNER, P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
380-1574 ANCHOR SCHEDULE
AND NOTES AAJ
07/
01/08 Ga: REV.:
CWS-340
E ALE: SHEET
1:40
7 OF 8
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHE
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER INSIDE
AND OUT SEALANT
BEHIND FLANGE
BY INSTALLEI INSTALLATION
ANCHOF SEE
TABLE I SEALANT
BEHIND FLANGE
BY INSTALLER PERIMETER
SEALANT BYINSTALLER
INSIDE AND
OUT SUBSTRATE BY
OTHEI SEE TABLE
1 MIN. EMBEDMENT
SEE TABLEI
I SUBSTRATE L BY
OTHERS 114" MAX.
SHIM SEE TABLE 1 MIN. EDGE DST. SEE TABLE
I 114" MAX,
SHIM - MIN, EDGE
GIST. SEE TABLE
1 INSTALLATION ANCHOR
SEE TABLE
1 PERIMETER SEALANT
BY INSTALLER
INSIDE AND
OUT SEALANT BEHIND
FLANGE BY
INSTALLER g HORIZONTAL
SECTION _ 8 TVPICAL
JAMB ANCHORAGE TABLE 1:
APPROVED INSTALLATION FASTENERS FRAMETYPE SUBSTRATETYPE
ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE HOLLOW
OR
GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2' FLANGE CONCRETE (
2.95 KSI MIN.) 1" FLANGE GROUT -
FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114' 2-1/2" FLANGE 2X
MIN. SOUTHERN PINE (G=0.55) 3116" ITW TAPCON OR ELCO
ULTRACON 1 318"
718" FLANGE 2X
MIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1a/8" 718" FLANGE 76
GAUGE (0.066") MIN. STEEL STUD 33 KSI
YIELD MIN) 10.16
HILT KWIK-FLEX OR. ITW TEKS.SELF-
DRILLING SCREW FULL THREAD
THRU 0.
060" 7/16" FLANGE 1/
8" ALUM. (6063-T5 MIN,) OR I1/8" STEEL (33 KSI MIN.) 910 GRADE
5 SELF -TAPPING / DRILLING SCREW
FULL THREAD
THRU 0.
125" 7/16" FIN 12X
MIN. SOUTHERN PINE (G=0.55) 1#6 WOOD SCREW 1-1/2" 7/16" SUBSTRATE BY
OTHERS
SEE TABLE
1 SEE TABLE
1 BYINSTALLER e
INSIDEANDOUT INSTALLATION
ANCHOR SEE
TABLE 1
SEALANT BEHIND FIN
BY INSTALLER
8aC HORIZONTAL SECTION _
TYPICAL FIN ANCHORAGE
HEAD AND SILL
SIMILAR FOR FIN INSTALLATION PERIMETER SEALANT— ( / Y
INSTALLER lL.
INSIDE AND OUT
r-D \ HORIZONTAL.
SECTION 8 13OX 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. oml(om.ffl
WINDOW SYSTEMS 1900SW44TH-
AVE. OCALA, FLORIDA 34474
W W W..
CVVS.CCi 8200 PVC
HORZ.
SLIDER NON -
IMPACT Q
Z a
Z p Q W wWOOZKkZwoaw3>0w3E
Z Z=2Q0'Woo O OI-OQ=F U owl,-zm"a. Z OOU0j UU-
rr Q I`
p20 OZ rrW OCtwwU)0wV)
w LL' M7 OJl- E co- Q- a W
0Waa ccN. 58201 STATE
OS111... 0,
011
8/28/2017
i LUCAS A.
TURNER,P.E. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH, 941-380-
1574 INSTALLATION DETAILS I
AAJ 1 07/
01/08 7G.a: jREv.
CWS-340 I
E ALE: SHEET 1:
2 8
OF 8
bProduct Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # L16177-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived CI
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
0 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
R Validation Checklist - Hardcopy Received
FL16177 R2 COI EvalReoort812C.ndf
Standard Year
AAMA/ W D MA/CSA/101 / I. S.2/A440-08 2008
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
bttp://www.floi-IdabuiIding.orc,/pi-/pi- app dtl.aspx?param=wGEVXQwtDqvyf4.iigAXIi10... 12/ 14/2017
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/28/2017
09/29/2017
10/03/2017
12/12/2017
FL # Model, Number or Name Description
16177.1 SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Cimi s of Use Installation Instructions
Approved for use in HVHZ: Yes FL16177 R2 II CWS-812C.odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: SH-8100 PVC Impact, no.sill anchors required. FL16177 R2 AE EvalReoort812C.pdf
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 Florida is an AA/EEO employer. Cooyricht 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 a-mailaddress released in response to a public -records requests do notsend electronic mail
to this entity. Instead, contact the office by phone or by traditional mail.: If you haveany questions, please contact 850.487`.1395. 'Pursuant to Section 455.275(
i), 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 emailsprovided may be used forMflcial communication withthe licensee. However email addresses are publicrecord. Ityou do not wish to supply a personal
address, please provide the Departmentwith an email address'which can be made available to the public. 7o determine if you. are alicensee under Chapter 455, F.
S., please click here.. Product Approval Accepts:
7 ON RR
0 Credit Carta Safe
NOMz littp://
www.
floridabuilding.
orb/pr/pr_app_dtl .aspx?param=wGEVXQurtDgvyf4ngAXh 10... 12/14/2017
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-3 80-1574
FBPE C.O.A. 429779
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 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-812C, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3815-1 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. 16-1117.02t
Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206. 1Ot
t I have evaluated the materials in these NOAs and find that they comply with the requirements of the
6`h Ed. (2017) Florida Building Code for use in this product.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I. acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
IIStlIlj,''
fNDREty
G • ii %5i
4.
Lucas No 58201
Turner
2017-08-30 33 SPATE of :w 16:11 +20:00 SF OR '-'`
8/29/2017
ONA t.'' Lucas A. Turner, P.E.
lfJl nfil FL PE #58201
MAX
OVERALLFLANGE
HEIGHT
B
61314
I
MAX.
UNIT
HEIGHT
30 3/16' I
MAX. SASH
HEIGHT
I U
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
GLAZING DETAIL.................................2
SECTIONVIEWS.................................3 EXTRUSIONS &
B.O.M........................4 ANCHOR
SCHEDULE & NOTES INSTALLATION
DETAILS....................6 SWITOCTA
1 118"
MAX. OVERALL FLANGE' 51
7/8" MAX. UNIT WIDTH 4711/
16" GLASS DLO— A-
0
A
451/
16" — GLASS
DLO 48
3/8" MAX.
SASH WIDTH MAX.
UNIT SIZE 51-
7/8" x 61-3/4" B
261' GLADLO
26
7/8" GLASS
IN
PRESc RATING
I-
70 PSF GENERAL
NOTES: ow sm 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS jfl TOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) AND 1900 SW 44THAVE. 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.
CONFIGURATGONS: "00C". SINGLE HUNG 4.
DESIGN PRESSURE RATING: IMPACT NEGATIVEDESIGNLOADSBASEDON, TESTED PRESSURE ANDGLASS
TABLES ASTM E-1300.04e01/09. POSITIVE
DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION
TEST PRESSURE AND GLASS TABLES H p O w Oo d ASTME-1300.04e0l/09. W o F 5.
ANCHORAGE: THE 33 113%STRESS INCREASE HAS NOT BEEN USED ZO?
D=F—H Q
U) O W m IN
THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR O O 4 ¢ w O O DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O UI=— V F Z d F a ANCHORCALCULATIONS. o Z- rn Z M cn 6.
PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE t- - Z NOTREQUIRED. w O. p, - 7.
ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT w O O w >- a w _ w USED
AT FIXED MEETING RAIL AND JAMB. a Z = R O Ln 8.
SERIES / MODEL DESIGNATION SH-8100. w x ~ . w w a
a 9.
THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: ii.i.... X=
OPERABLE SASH, O=FIXED SASH 01 SOREIV I', 10.
SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1`GP°'•GE NSF ".. + 7?
LOCATION. No 58201 11.
EXTERNAL WEEP SLOT= 1/4" x 1-114" LOCATED 4" FROM BOTH ENDS. LucasTurne
r
2017-
09-22 13:
36-04:00 Z
9122/
2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 SHEET
DESCRIPTION: GENERAL
NOTES AND ELEVATIONS
DRAWN
BY: BAT
DATE:
os/
lanz IMPACT
RATING DWG p; REV.: LARGE
MISSILE IMPACT 2
c SCALE:
SHEET 1:
15 1 OF 6 I
bm
WINDOW SYSTEMSffl
1900SW 44TH. AVE.
OCALA, FLORIDA 34474
VW WO.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a -z 3 Qz
F- OWO QWol00ZWJ
W Z O Z K—= o I-w 1-3:
7/8" OVERALL INSULATED GLASS 7/8" OVERALL INSULATED GLASS Z Z = 2 Q K W 0 O. O 0 06<
1/8" ANNEALED OR TEMPERED 1/8" ANNEALED OR TEMPERED 00 z to Z Z r toOUr/17116" AIRSPACE 7/16" AIRSPACE Q O Z. Z o 0 0LL10=0o
5116" LAMINATED GLASS. 5/16" LAMINATED GLASS MP FN- V F= Z Vj
1/8" ANNEALED 118" ANNEALED Z" rr W N O W O W
090° PVBINTERLAYER BY DUPONT .090" PVB INTERLAYER BY DUPONT W 0 W = >-
1!8" ANNEALED 1/8" ANNEALED Q. d
OUANEX DURASEAL OUANEX DURASEAL uunrr
IG SPACER IG SPACER
4RI PURFECT GLAZE "H" OR SIKAFLEX 552 4 PURFECT GLAZE "H' OR SIKAFLEX 552 y 41C N 01 Qyc No 58201 •:
14 1/2 GLASS BITE 14 1/2" GLASS SITE #
48 48 STATE OF :w:
3 OAF R.` O R 10T• : _`•
SASH LITE 9ti2zFIXEDLITE12
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAWN BY: DATE:
BAT 06/18/12
DWGiY. REV.:
CWS-812 C
SETTING BLOCKS PER FSC2411.3.3.1 SCALE: SHEET
1:1 2 OF 6
bm
INTERIOR WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
4 3 63 1 38 13 3 - a 4
MMN.CWS.CC
8100 PVC
SINGLE HUNGD
IMPACT
0
as
a o
z ¢zoE.0z 00WME
4
zOz
j
3 14 54 1 6 66 3 19 4 O OHOUd= P coSECTIONS-B 0 z`ZZi.-n0 V- 5a
NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW, VIEW.
Qz
C zLLw0LLo z 3QQ ORIGHTSIDESHOWSSASHSECTIONwFmZcoOw
lnw ry, NW. Z—a. LLOJfnh 14 39
O wHOx. w3: Ij a (L
40
EL
pinnrylt 1\
OREW
T 1 , 2 ' E1LS'
INTERIOR 41 N. 58201 :'
A a8 P
STATE
OF : J OR1C• \ E
G`'•
53 off1465
10
66 1
yy 6 3
r 3 3
9/22/2017 18 6
LUCAS A. TURNER, P.E. y a
FL PE # 68201 3 1239
JABARA AVE. 30 NORTH
PORT, FL 34288 O PH.
941-380-1574 SHEET DESCRIPTION:
SECTION VIEWS
SECTION A -
A DRAWN BY:
ATE: BAT 06/
18/12 DWG It
REV.: NOTE: ITEMS
NOT SHOWN FOR CLARITY: CWS-812 C SCALE SHEET
20, 25-26, 36-37, 44, 5152, 55-56, 64, 67-68 1:2
3 OF 6
PARTS LIST
DESCRIPTION VENDOR MATERIAL. 31(8
Main Fr., SH, w/Fig., PVC, Heed Mikron Vinyl
Main Fr., SH, wlFlg., PVC, Sill Mikron Vinyl
Main Fr., SH, w/Fig., PVC. L. Jb. Mikron Vinyl
Main Fr„ SH, w/Fig., PVC, R. Jb. Mikron Vinyl
Impact Hock Keymark Alum
Sash Meet. Rail, PVC Mikron Vinyl: 21tM 6^
Reinf. Sash Meet. Rail Keymark Alum - _1
Sash Bottom Rail, PVC Mikron Vinyl.
FPVCSashSidelToplBot.Rail MikronVinyl
Reinf. S.B.R./S.S:R
GI2. Bd., 7/6ron V pyf ME FLANGE 6031
Scm. Adapt., w/Nib, PVC, Hodz. Mikron Vinyl
Scm. Adapt., PVC, Vert. _ Mikron Vinyl
Sash Stop / Filler, PVC, Vert. Mikron Vinyl
Reinforcement, SSR Keymark Alum 718"
Balance - BSI 9/16"
Sash Cam, PVC BSI Plastic 3
Take Out Clip BSI SS v16•
Lock, Impact, PVC Intedock
Keeper, Impact, PVC Inledock Zamac
c..,., o1.,..,.,. REINF., IMPACTHOOK-1112
X.
X
18 x 16
LINE ITEMS NOT USED:
5.71 11, 15-17, 21-22, 29. 31, 33-36, 41-43, 46, 49-50,55, 57-61, 69
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
T-F
0
7f8"
1/16"
PVC SASH STOP -6025
314"
3/16"M
T
13
1 V16"
REINF. S.S.RJS.S.R. - 1498
a
1l,6"
PVC SASH BTM. RAIL-6028
W"L-16"
PVC SASH SIDE RAIL - 6004
16
116"
PVC SCREEN CATCH - 6013
3!4"
3
15116" 1I18"
REINF.. 8TM .RAIL-1699
O3116"..
O
1 5116"
5
6
718"
I
IMPACT HOOK
S-1577
PVC SASH TOP RAIL-6027
1
2
FIXED RAIL- 1836
9/7716"
I 2
1 5716"
Od5"
PVC FIXED .RAIL COVER - 6063
L 1116"
REINF. TOP RAIL-1497
FRAME CORNER
CONSTRUCTION
CORNER WELD
ALL SIDES)
1:8
3
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
18
5116"-I
9
PVC SCREEN SUPPORT -6014
1/4"
14
7E
PVC GLAZING BEAD-6064
112°
316"
r ° SCREW SUPPORT-3113
Ow bo j(nr
WINDOW SYSTEMS Ilt /I
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
NMNd:CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z o¢z0mw o,o
i zoz a-ZtQrnorc3m
1 Urn ZdI=-[~/1dz3(n--Z UZUaZOLU
3pwp'-0?
ZpC6
Z u K x O W o WILroprn
12 w = w In
r
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JASARA AVE.
NORTH PORT, FL 34288
PH. 941380-1S74
BOM AND EXTRUSIONS
BAT 06/18/12
VG a: REV.:
CWS-812 C
ALE: SHEET
1:2 4 OF 6
X.
X
18 x 16
LINE ITEMS NOT USED:
5.71 11, 15-17, 21-22, 29. 31, 33-36, 41-43, 46, 49-50,55, 57-61, 69
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
T-F
0
7f8"
1/16"
PVC SASH STOP -6025
314"
3/16"M
T
13
1 V16"
REINF. S.S.RJS.S.R. - 1498
a
1l,6"
PVC SASH BTM. RAIL-6028
W"L-16"
PVC SASH SIDE RAIL - 6004
16
116"
PVC SCREEN CATCH - 6013
3!4"
3
15116" 1I18"
REINF.. 8TM .RAIL-1699
O3116"..
O
1 5116"
5
6
718"
I
IMPACT HOOK
S-1577
PVC SASH TOP RAIL-6027
1
2
FIXED RAIL- 1836
9/7716"
I 2
1 5716"
Od5"
PVC FIXED .RAIL COVER - 6063
L 1116"
REINF. TOP RAIL-1497
FRAME CORNER
CONSTRUCTION
CORNER WELD
ALL SIDES)
1:8
3
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
18
5116"-I
9
PVC SCREEN SUPPORT -6014
1/4"
14
7E
PVC GLAZING BEAD-6064
112°
316"
r ° SCREW SUPPORT-3113
Ow bo j(nr
WINDOW SYSTEMS Ilt /I
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
NMNd:CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
z o¢z0mwo,o
i zoz a-ZtQrnorc3m
1 Urn ZdI=-[~/1dz3(n--Z UZUaZOLU
3pwp'-0?
Z pC6
Z u K x O W o WILroprn
12 w = w In
r
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JASARA AVE.
NORTH PORT, FL 34288
PH. 941380-1 S74
BOM AND EXTRUSIONS
BAT 06/18/12
VG a: REV.:
CWS-812 C
ALE: SHEET
1:2 4 OF 6
6- MAY, ITYP.) 17"'MAX. D.C. (NP.).
6" .MAX (TYP) )
4" (T
4• (TYP.)
4" (fYP.)
10 1/2"
MAX. a.c.
YP,)J
1 1
I 1
i 1
I
6
I
I
I
aX. O.C.
TYP.)
iNOANCHORSREQUIREDINBILL
ANCHOR LAYOUT -(FLANGE)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION; LOCATION. NO:ANCHORS REQUIRED IN SILL.
1900 SW 44THAVE. OCALA, FLORIDA.34474
WWW,CWS.CC
F—SEE NOTE 8100. PVC
SINGLE HUNG
INSTALLATION IMPACT
ANCHOR MP.)
Q. z ? QZ.izE'o T/TwppzwJoW
w zoz W_?L- o an yO m
MiO PNL 0 zx 06<=pO
CL
Z p3p- U)
ZVc6ZpU_ 4 I--,200LLz
w L'. fn WUlp JV7Z.. .:Fa .=D.. wo
S~w W3W.fRaFaofG
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 1116"IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. Z
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE. DRAWINGS, SEE. TABLE 1, SHEET 6. 9/22/2017
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E.
BE PROTECTED TO PREVENT REACTION. FL PE # 58201
1239 JABARA AVE.
5. INSTALLATION ANCHORS SHALL BE IN. ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE. USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34288
SPECIFIED IN TABLE 1., SHEET6. PH.941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT.$HALL BE BEYOND WOOD.. BUCKS, IF USED, INTO SUBSTRATE. SHEET DESCRIPTION:
INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLEDCMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS
TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKSBETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.
A MINIMUM CENTER -TO -CENTER SPACING SHALL BE. MAINTAINED BETWEEN ALL. FASTENERS: 3"- FOR MASONRY, T' FOR WOOD AND METAL. DRAWN BY: DATE: BAT
06/18/12 B.
WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS. SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS.. TO THE STRUCTURE. DWG#: REV.: SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, SHEET 6. CONCRETE AND MASONRY' SUBSTRATES MAY NOT BE CRACKED. CWS-812 C 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMAIAAMA100(FIN WINDOWS)„FMA/AAMA 300(FLANGE WINDOWS), FMAPMDMA 250(BOX WINDOWS), FMA/AAMAANDMA,300(EX TERIORDOORS) 1.,.15 5 OF6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE
SUBSTRATE BY OTHERS
SEE TABLE I
MIN.
PERIMETER SEALANT
EMBEDMENT
SEEEI
BYNSTALLER
INSIDE AND OUT
C=
SEALANT BEHIND
FLANGE BY INSTALLER 114' MAX. SHIM
INSTALLATION
SEETABLE 1
CONTINUOUS DOUBLE W16" BEADS OF
TREMGLAZE U1600 SEALANT AROUND
PERIMETER ATALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER.
1/4" MAX SHIM
SEALANT BEHIND Q J
FLANGE BY INSTALLER
PERIMETER SEALANT MIN, EMBEDMEN'
BYINSTALLER SEE TABLE I
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1 r MIN. EDGE DIST.
77SEE TABLE 1
1 VERTICAL SECTION
6 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHORTYPEMIN. EMBEDMENT MIN. EDGE DIST. CONCR
OR
GROUT -FILLED CMU (117 PCF MIN.) 3/16' ITW TAPCON 1" 1-
1I8" 2"
CONCRETE (
2.85 KSI MIN.) 1" GROUT -
FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4' 2-1W 2XMIN.
SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON1 ORELCOULTRACON. 3/8' 7/8' 2XMIN.
SOUTHERN PINE (G=0.55) 1#10 WOOD SCREW 1-3/8" 718' 16
GAUGE (0.060-) MIN. STEEL STUD 33
KSI YIELD MIN) 10-
16 HILT! KWIK-FLEXOR'ITW TEKS
SELF -DRILLING SCREW FULL
THREAD THRU
0,060' 7/16' 1/
8" ALUM. (6063-T5 MIN.) OR 1/
8' STEEL (33 KSI MIN.) 010
GRADE 5 SELF -TAPPING! DRILLING
SCREW FULL -
THREAD THRU
0.125' J
MIN,
EMBEDMENT SEE
TABLE1. 114"
MAX. SHIM — INSTALLATION
ANCHOR SEE
TABLE1 SUBSTRATE.
BY
OTHERS SEE
TABLE1 MIN.
EDGE DIST. SEE
TABLE1 LPERIMETER
SEALANT
BYNSTALLER
INSIDE
AND OUTSEALANT
BEHIND FLANGE
BY INSTALLER B
HORIZONTAL SECTION__ 6
TYPICAL JAMBANCHORAGE PERIMETER
SEALANT — BYINSTALLER
INSIDE
AND OUT HORIZONTAL
SECTION _ 6
BOX FRAME INSTALLATION HEAD
ANDSILL 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. WINDOW
SYSTEMS k_—ZJ 1900
SW 44THAVE. OCALA,
FLORIDA 34474 W
WW.CWS.CC 8100
PVC SINGLE
HUNG IMPACT
Q
Z RZ3. W
W
ZWJ Q C! W ZOZw--t Z
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9/
22/2017 LUCAS
A. TURNER, R.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 HEET
DESCRIPTION: INSTALLATION
DETAILS RAWNBY:
DATE: BAT
06/18/12 G#
CWS-
812 C DALE:
SHEET 1:
2 6OF6
1/4/2018 Florida Building Code Online
3
t R Fill",ptaq1
M
BCIS Home i Log In ! User Registration Hot Topics ':. Submit Surcharge 1 Stats &Fads Publications FBC Staff BCIS Site Map Links j Search
rinridu
lU .!
m( Product Approval
USER: Public User
Product Aoproval Menu > Product or Application Search > Application List > Application Detail
1 FL # FL4091-RS
a ' Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext 245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352) 36B-6922 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44thAve 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 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 Validation
Checklist - Hardcopy Received Certificate
of Independence FL4091 R8 COI EvalReoort154F.pdf Referenced
Standard and Year (of Standard) Standard Year AAMA/
WDMA/CSA/101/I.5.2/A440-05 2005 AA
MA/WDMA/CSA/ 101 /I . S. 2/A440-08 2008 PA
TAS 202 1994 Equivalence
of Product Standards Certified
By httD://
www.floridabuildino.0rQ/Dr/or aoo dtl.asox?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
FL # Model, Number or Name Desorption
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Use Installation InstructionsLrmfsof
Approved for use in HVHZ: No FL4091 R8 II CWS-154F.pdf
Approved for use outside HVHZ; Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No 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.odf
with ASTM E1300-04. Created by Independent Third Party: Yes I
4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non -Impact.
I( Limits of Use Installation Instructions
j Approved for use in HVHZ: Yes FL4091 R8 II CWS-485C.pdf
Approvedfor 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.Ddf see
installation dwgs. for DR Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04.
4091.
3 SH-8100 Continuous Head & Sill ( SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non - Impact.
Limits
of UseI Installation Instructions ApprovedforuseinHVHZ: No FL4091 R8 II CWS-442C.pdf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Party: Yes Evaluation
Reports DesignPressure: N/A Other:
SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 3/4", FL4091 R8 AE EvalReport442C.pdf DP +
67.5/-70 psf. Glass complies with ASTM E1300-04. Created by Independent Third Party: Yes fjflH:
8100 4091.4-.._.__...._....- Continuous Head & Sill I SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits
of Use I 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 EvalReport492C.pdf chart
on installation dwgs. for DR Glass complies with ASTM Created by Independent Third Party: Yes i E1300-04. ___ --- 4091.
5 SH-8100 Oriel i 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail - Installation
Instructions LimitsofUseApproved
for use in HVHZ: No 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 FL4091 R8 AE EvalReoort293D.odf with
ASTM E1300-04. 1 Created by Independent Third Party: Yes -- -J Contact
Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone- 850-487-1824 The
State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395, `Pursuant to Section htin•//
www_floridahuildina.ora/Dr/Dr aoo dtl.asox?oaram=wGEVXQwtDauz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3
1/4/2018 Florida Building Code Online
455.275(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 apersonal 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
httD://
www.floridabuildino.orCl/Dr/Dr aDD dtl.asox?oaram=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3
U ATE
ENGINEERING &
CONSULTING, INC.
1.239 Jabara Ave.
North Port, FL 34288
Ph.941-380-1574
FBPE C.O.A. #29779
Evaluation Report 154F
August 28, 2017
Product Description: Series 8100 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 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"' Edition (2017) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Teclinical 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 -lA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/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- l 54F
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
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-I54F
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.
Lucas No 58 8/28/20175
Turner Lucas A. Turner, P.E. 2017-08-30
15:58+20:00 FL PE #58201
1 S STATE OP tzl
i l 5, 4 0.0
I
vSINGLEHUNG - NON -IMPACT
GENERAL NOTES: g®m. 1. THE PRODUCT SHOWN HEREIN, IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSSHOWNw/DIFFERENT OPTIONS) TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
Sa 318" EDITION. 1900 SW 44TH AVE.
OCAAFLORIDA 34474
MAX OVERALL
FLANGE WIDTH .O
W WW,CWS.CC2. GLAZING OPTIONS:. (SEE SHEET 2)
53
MAX OVERALL
FLANGE WIDTH
UNIT -- 3. CONFIGURATIONS: "O/R". MAX. UNIT WIDTH 53118, 8100 PVC
a8 15/t6' X. UNIT WIDTH 4. DESIGN PRESSURE RATING (SEE SHEET 2): GLASS DLO -NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND SINGLE HUNG
A GLASS DLO GLASS TABLES ASTME-1300-04e01/09. NON -IMPACT
f—!
VDLI!5)
7 -POSITIVE DESIGN LOADS BASED ON; TESTED PRESSURE, WATER
T1 •• - - l —FINFILTRATION TEST PRESSURE AND GLASS TABLESMAX69V2• ASTM E-1300.04e01109. Z" QOVERALLSSMAXh- w 0 Q W OOFLANGEOOVERALL335/16' S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED z w 0 t- z
HEIGHT FLANGE GLASS IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR w Z O z x - - t' B B HEIGHT OLD O Q rn >- O K 3: m
MAX. DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD LL w z r- x
UNIT 1 68 1/4' ANCHOR CALCULATIONS. z z x 2 Q Dr w 0 0
HEIGHT MAX O O 0 O Z a I- a
6 I HEIGHT T— —T 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE p Z - U) Z Z p
1 V16" iAX.0 33 318' 30 3/16" 26 n6. SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. ZQ O Z V U5Z O LL U SASH
I 6 GLASS I MAK X GLASS Y Q y LL W .x O z HEIGHT
r D DLO SA HEIGHTDLO 7.:ALL FRAMES AND VENTS FULLY WELDERSMALLJOINT SEAM SEALANT < . U t_- Z 6
4 USED AT FIXED MEETING RAIL AND JAMB. H r } O t
w
U)
WoWtnw C
1 8. SERIES / MODEL DESIGNATION SH-8100. a z = wa 0.O rn AOwr- O ICL:Et 6I9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: K x w 3 w Lo Ii465116" —•i d I- m x' a 465116"--+ GLASS OLD X = OPERABLE SASH, 0 = FIXED SASH GLASS
DLO rrlrrnurrrgr
5HISASHORIEL10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR 1 ORE4V EQUALSPLITLOCATION. . P'•••••'•• lG% 65•
GE 14S. 54
ale' 11. EXTERNAL WEEP SLOT= 1/2" x 2-1/2" LOCATED 4" FROM BOTH ENDS. ` r No 58201 '1 MAX
OVERALL C d: FLANGE
WIDTH 531/
8" STATE OF 7[U MAX.
UN ITWIDTH SOT•• f VP•G\= 4815116" Lucas 6' ' O R 1 GLASS
DLO Turner T2017-
08-30 hrrrrrNrA 63 5116"
MAX 17:
10+20:00 OVERALL 33
5116' FLANGE O
GLASS HEIGHT I
DLO 62 1116"
MAX _ 8/28/2017 UNIT HEIGHT
224" 2011/16' LUCAS:A. TURNER. P.E. SASH X
GLASS FL PE # 58201 HEIGHT Q
DLO 1239 JABARA AVE. i INORTHPORT, FL 34288 I-- 465116-
PH.941-380-1574 GLASS OLO
SHEET DESCRIPTION: 60/40
SPLIT ORIEL i GENERAL NOTES IONS AND
LEV
TABLE
OF
CONTENTS CONFIG. GENERAL NOTES &
ELEVATIONS.....1 EQUAL. DP CHARTS& GLAZING DETAIL,.......2 SECTION VIEWS&
ALT. FRAME _3 5 HI ORIEL EXTRUSIONS & B.O.M.........................4 ANCHOR SCHEDULE &
NOTES..........5 60/40 ORIEL NSTALLATION DETAILS.....................6 MAX. UNIT
SIZE I DESIGN PRESSURE RATING IMPACT RATING NONE NONE
NONE
DRAWN
BY:
BAT DATE:
04/
29108
53-1 /8" X 76" SEE COMPARATIVE ANALYSIS CHART, SHEET
2 53-1/8"x68-1 /4" DWG P:
CWS-154
REV.: F
53-
1 /
8" x 62-1 /16" SCALE: 1:33.
33 SHEET 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 / -73A 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 56/ 5 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 50 / -75 SO / -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 2/2 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 35. 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 50/-53 50/-51.8 50/-51.7 50/-51.7 50/-51.7 50/-51.7 50/-51.7
76 37 1/4 50 / -58.5 50 / -54.1 50 / -52.6 50 / -51. S 50 / -50.2 50 / -50 50 / -50 50 / -50 50 / -50 50 / -50 50 / -50
I---7/8" OVERALL
118" ANNEALED
it
5/8" AIRSPACE
ANNEALED
II
I I n 46 SIKAFLEX 552 ORr'
PURFECT GLAZE"H"
7/8" OVERALL
3116' ANNEALED
112" AIRSPACE
3/16" ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
1 7/8' OVERALL
1-1/8' TEMPERED
5/8" AIRSPACE
118' TEMPERED
SIKAFLEX 552 ORnn46PURFECTGLAZE "H"
7/8" OVERALL
3116" TEMPERED
1/2" AIRSPACE
3116' TEMPERED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
112' GLASS SITE I k jl .. 112" GLASS BITE f I ---- '' 1/2" GLASS SITE I I II ' VT GLASS SITE
GLASS TYPE 8
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
GLASS TYPE C GLASS TYPE D
l ( gum -
WINDOW SYSTEMS
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
WWW.CwS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
z z. az z uj_00 CF-00LI
0 zOz}0m
z z=ma=,,,opOOF-OZa=Fw UUu)I-D-rna. Z
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4v vNo
58201 :-P cc Z
STATE OF :
k/LU 0A;."'4ORz-I-,'
8/28/
2017 LUCAS A.
TURNER, P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
3B0-1574 SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING
DETAILS DRA IAIN
BY: DATE: BAT 04/
29/08 DWGk: REV.:
CWS-154
F SCALE SHEET
1:1
2 OF 6
12
INTERIOR WINDOW SYSTEMS
j 1900 SW 44TH.AVE.
i OCALA. FLORIDA 34474
45 32 54 12 3 13 35 i34.. 4 a5
www.CwS.CC
8100 PVC
70 SINGLE HUNG
U NON -IMPACT
a
a Z ¢Z
E'A aWooDIDWzap
b3 dddd
o 0
O
Nsi,H EIx5"
Ot=-OU4= 15 3 17 6 66 63. 19
SECTION B-B 0 Z N 0 Z Z F D co_
s3— NOTE; LEFT SIDE SHOWS FIXED SECTION VIEW,
SHOWS SASH SECTION VIEW.
ZpLLU9zVH-.— LL p ZORIGHTSIDEa
w pca oiowow
zT 0JU)
14 39 0 WPC, Q. Spy 10aW340da
i ` 27 871TT1Nnnnp
J`PNOREIq i`''
5 INTERIOR Q'y
9 GpS.CErdSF
v 'mtiNo58201
STATE OF :to`
i ONA
54
16
6510
46 69
yZZ
34 _ (j Q8 3 O
8/28/2017
LUCAS A. TURNER, P.E. U
33
2 O FL PE 4 58201
1239 JABARA AVE.
U C 45
NORTH. PORT, FL 34288
PH. 941-360-1574
SECTON C-C SHEET DESCRIPTION: ALTERNATE
FIN FRAME SECTION
VIEWS SECTION
A -A DRAWN
BY: DATE: BAT
04/29/08 .. DWG
a: REV,: CWS-
154 F NOTE:
ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET 20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56, 64, 67-68 1:
2 3 OF 6
Fr., SH, w
Rail, Fxd,
Meet, Rail
18 1 S-6013. IScm. Adapt.. wlNlb,
S-6014 Scrn. Adapt., PVC,
S-6029 Sash Slop 1 Filler, P
P-2190 Balance
P-3059 Sash Cam, PVCrP-3046 Take Out Clip
P-37B3 Lock, Impact, PVC
P-4069 Keeper. Impact, PV
P-4479 Weep Corer w/ Flap
P-3429 Wstp., 0.270 x .187
33 j P-3429 LNstp., 0.270 x .187
34 P-3429 Wstp., 0.270 x .187
35 P-3429 Wstp., 0. 270 x.187
36 P-3429 Wstp., 0.270 x'.187
37 P-4638 8 x 2.1/2 PH Mod.
38 P-3768 8 x 0.625.Ph PH S
39 P-4051W 8 x 1,250 Ph FH T
40 P-4264 8 x 314 FH PH w/#
44 P-3342 Seam Sealer, SM-5
45 P-3752 Cap Plug, 112" Hole
46 P-343B Sikallex 552 or Purl
48 P-3352 Set. Blk., 85 Our., 1
ARTS LIST
VENDOR I MATERIAL
PVC. Head Mikron I Vinyl
PVC, Sill Mikmn Vinyl
PVC. L. Jb, Mikron Vinyl
PVC. R. Jb. Mikron Vinyl
Keymark Alum
Mikron Vinyl 3
p Keymark Alum
C Mikron Vinyl
ail Mikron Vinyl.
Keymark Alum
odz. Mikron Vinyl
ert. Mikron Vinyl PVC FRAME. FIN
ioriz. Mikron Vinyl H-6026
ert. Mikron Vinyl
IVC;.Horiz. Mikron Vinyl,
C,
Mikron Vinyl 31l8"
1 C, Vert. Mikron Vinyl
BSI l
BSI Plastic
BSI SS
Interlock 21V16"
Interlock Zamac
Gaer Plastic
ack .FinSeal, Gray Ultrafab -
ack FinSeal, Gray Ultrafab PVC FRAME FLANGE
lack FinSeal, Gray Ultrafab H-6031
ack FinSeal; Gray Ultrafab
ack FinSeal, Gray Ultrafatr
rvss Type A, Tek 2 Ajax Steel 1 V8'
iS Hub City Steel 51i6"-- {
K,Wht. Hub City Steel 1Irl'VI_- 1g
Head. TEK,. Wht Hub City Steel f— I-1116
D4 Schnee -
6M -Nylon PVC SCREEN SUPPORT
ct Glaze "H" S'i'&FITkel. S-6014
3" x 518" x 2" La. F, Lowe I Rubber
See Sheet
sheet 3)
63 P-3218 Screen Frame, Vert: Hllmelal Alum
64 P-3321 Screen Frame Corner Key Allmetal Plastic
65 P-358'Screen Cloih. 18 x 16 Fiberglass. Bettenve Fiberglass
66 P-3228 Screen Soline, .155 Dia„ BIk. Dapa Vinyl
1.. 9
L 11i6"
REINF..SASH MTG. RAIL
H-1497
16" 5--{
10
PVC SASH BTM. RAIL
H-6028
1 5/8'
I 1116" i
PVC SASH SIDE RAIL
H-6004
1 il8"
112"
L 1/16"
PVC SCREEN CATCH
S-6013
3r4" ----"j
31i6'--1L t3
1/16'
REINF. SBR/SSR
S-1498
67 P-3029 Screen Pull Tab Summit Alum 112"—{--y
68 P-3033 Screen Spring, SS FI. Screen SS
Vinyl. 69 H-6026 Main Fr.,. SH, w/Fin., PVC Mikron
70 P-3113 Screw Support for PVC T. Plastics Nylon ti-'
70
71 S-6063 Fixed Rail Corer Mikron Vinyl SCREW SUPPORT
P-3113
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 6-7, 11, 21-23. 29, 31, 41-43, 47, 49-5D, 57-61
i-
i 2.3116"—
i B
i 518"
i116'
i
PVC SASH MTG. RAIL
H-6027'
i 1/z"--{
I c,
I
FIXED MTG. RAIL
H-1836
13116"
1 3
L
1116'
PVC SASH STOP
S-6029
u l - 4?
718" 15
L— 16
1
PVC. GLAZING BEAD
S-6064
9116'
r— t
t 5li6"
i
PVC FIXED RAIL COVER
S-6063
FRAME CORNER
CONSTRUCTION
CORNER WELD
ALL SIDES)
1:8
37
FIXED MEETING RAIL.
SCRENfED. TOGETHER WITH
OUTERFRAME
1:8
WINDOW SYSTEMS I —
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
Q Z ¢ Z
O QIw-pO
W Z O Z 5 F- o I--Wazl>0-3m u_ Z F- o _ zz=0w6<='M ViOr/)Cn
OZa I-U)a Z Z-
Z?V(n Cn zuU..ZO0O'L
F=t=-O- Z WOO
M UU))0W Co W ER u-u)wa 0-1rnF 0 w~
0 w3wo 8/28/
2017 LUCAS A,
TURNER, P.E. FL PE #
58201 1239.JABARA
AVE. NORTH PORT,
FL 3428E PH. 941-
380-1574 HEFT DESCRIPTION:
BOM AND
EXTRUSIONS BAT 04129/
08 1G'p:
REV.: CWS-154
F ALE: SHEET
1:B
4 OF 6
14,: MAX.0.(
6" MAX (TYI
6" MAX. (TYI
1ftMAX. O.C.
TYP.)
4" (TYP)
4- (TYP)
TE 2
4" MAX. (TYP),.
4- MAX. (TYP.)
8"
MAX O.C.
TYP,)
THRU FRAME ANCHORMEETINGRAILATFIXEDMEETINGRAI
CENTERLINE (TYP.)
NSTALLATION
INCHORS TYP.
ANCHOR LAYOUT - (FIN)
ANCHORLAYOUT- (FLANGE)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD
TE 2
WINDOW SYSTEMS L—
1900 SW 44TH AVE.
OCALA,:.FLORIDA 34474
WWW';CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
Q
I-
z : `t Z'S
owu QwOpbINSTALLATION
ANCHORS TYP, zW W -1 OzOOz _ O - m_ I1
O
I¢-w3zr3Ex
01--0b<
z ZO D Z ? V (nUUN
OPI- d wKYcnU zUWR.mw w w O wOI,
a h a Ir o_
Ip10RE4Y r,
JLpy
I.cEn.SFrGRc:
No
58201zt
33 STATE OF $C
pglvP
SIOtVA.UE'N` ,
2. SHIM AS REO 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 I CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 8128/2017
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, BEE TABLE 1, SHEET 6.
LUCAS A. TURNER, P.E.
FL PE # 582014. 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. 1239 JABARA AVE.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
NORTH PORT, FL 34288
PH. 941-380-1574
SPECIFIED IN TABLE 1, SHEET 6. SHEET DESCRIPTION:
ANCHOR SCHEDULE Ar6, 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. NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL, DRAWN BY: DATE:
B. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 04/29/08
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET S. CONCRETE AND MASONRYSUBSTRATES MAY NOT BE CRACKED. DwG M 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: SHEETFMA/AAMA 100(FIN WINDOWS). FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS). FMA/AAMA/WOMA 300(EXTERIOR DOORS)
1:25 5OF6
MIN. BEDIr4ENT
TYPICAL HEAD ANCHORAGE SEETABLE i SUBSTRATE VC9L{'t1))tY UUCP Ljf,' BYOTHERSWINDOV9SYSTEMSj—
MIN, EDGE DIST. 114' MAX SHIM SEE TABLE i MIN. EDGE DIST, SUBSTRATE 1900
SW 44TN AVE. j:
SEE
TABLE 1 SEE TABLE i BY OTHERS SEE
TABLE 1 FLORIDA 34474 SUBSTRATE
BY OTHERS- 114"
WWW.4" MAX. SHIM-^{ ++ WWW.CWS.CC j
SEE TABLE 1 ti MIN. EDGEDIST, MIN.
EMBEDMENT SEE TABLE PERIMETER
SEALANT ;. SEE TABLE I 8100 PVC BY
INSTALLER INSTALLATION ANCHOR- INSIDEAND
OUT SEETABLE 1 MIN. ! SINGLE
HUNG T
EMBEDMENT SEALANT
BEHIND J/
JJ//! SEETABLEI
NON -IMPACT FLANGE
BY INSTALLER L 1/4" MAX, SHIM [ J Z
3. < Z Lio
a' PERIMETER SEALANT I- O W O Co W 0Z zoz
It -0 O PERIMETER SEALANT
Lion INSIDE AND OUT O to > O K,3 m BYINSTALLER- u- F ui INSIDE AND OUTINSTALLATION. ANCHOR Z Z =: 2s < of W O O SEALANT BEHIND SEE
TABLE 1 O O O U <, =- d INSTALLATION ANCHOR FLANGEBYINSTALLERSEALANTBEHINDI1ZFSEETABLE1
FINBY INSTALLER Z O O 3.- Z I- U In B HORIZONTAL SECTION.
C HORIZONTAL SECTION < p: Z O Z O u U j 6 TYPICAL
JAMB ANCHORAGE 6 TYPICAL FIN ANCHORAGE 2 2 O. ti u FZ- O 6 HEAD AND SILLSIMILARFORFININSTALLATION < } N U - Zvi pY L1-w
a LLJ fn
co
aOwWuj a:wU) 4" MAX.
SHIM SEALANT
BEHIND — O `..y......
j FLANGE
6Y INSTALLER \ •
p.,uOR84M FLNUultI to StALANI •- BY
NSTALLER INSIDE AND
OUT MIN.
EMBEDMENT I SEE
TABLE 1
v. No5$2D1 9 STATE OF SUBSTRATE.
BY OTHERS I
j SEE TABLE I MIN,
EDGE .j• c-^T^•fj
SEE TABLE D115T.
lO
A pONAL;
TABLE 1.: APPROVEDINSTALLATION
FASTENERS
FRAME TYPE SUBSTRATE. TYPE ANCHOR
TYPE - MIN.' EMBEDMENT' MIN. EDGE DIST, FLANGE CONC 1-1/8'•..
HOLLOW OR GROUT -FILLED CMU (
117.PCF MIN.) 3116" ITW TAPCON 1" RE FLANGE FLANGE GROUT -FILLEDCMUr(ASTM
C-90) 3/16" ELCO ULTRACON 1.1/4" 2-1/2' FLANGE 2X PAIN. SOUTHERN PINEs(
G=0.55) 3/16" ITW TAPCON1-3/8" OR ELCO ULTRACON 7/8" FLANGE 2XMIN. SOUTHERN PINE (G=
0.55) 10WOOD .SCREW 1.3/8" 7/8" FLANGE 16 GAUGE (0.0B0'•) MIN.
STEEL STUD 33 KSI YIELD MIN) N10-16
HILTI KW IK-FLEX
OR ITW TEKS. SELF -DRILLING SCREW FULL THREAD
THRU 0,060" 7/
16' FLANGE
1/8" ALUM. (6063-T5
MIN.) OR 1/8" STEEL (33 KSI MIN.)
910 GRADE 5 SELF -TAPPING / DRILLING
SCREW FULL THREADTHRU 0.
125" 7116
FIN 2X
MIN. SOUTHERN PINE (G=
0.55) 910 WOOD SCREW 1-1/2" 1/2" p HORIZONTAL SECTION B BOX FRAME
INSTALLATION SIMILAR FOR
SILL AND. JAMES FOR
BOX INSTALLATION FLANGE REMOVAL NOTE: PARTIALLY OR FULLY
REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -
FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 114" 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. z7 8/
28/2017 LUCAS A.
TURNER,
P.E. FL
PE # 58201 1239 JABARA AVE.
NORTH PORT, FL
3426E PH. )4.
1-380-1574 MEET
DESCRIPTION: INSTALLATIONDETAILS RAWN BY:
DATE: BAT
04/29/
08 WGk: REV.:
CWS-154 F GALE:
I SHEET
1:2 60F6
Florida Building Code Online Page 1 of 2
h,K '.s+ ,'9i .% Uta:'s:,,.2:si.7rk.?Yf ,,
1305 Home I Log In I Use, Registration j Hot Topics I Submit Surcharge Stats & Facts i Publications I FBC Staff I BCIS.Site Map I Links I Search
Florida
Product Approval
USER: Public User
Gv:+ d:
Product Approval Menu > Product or Application Search Application List > Application Detail
ME a FL # 14850-R
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived n
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922Ext 245 kpine@cws.
cc Authorized
Signature Kevin Pine kpine@cws.
cc Technical
Representative Jay Lathrop Address/
Phone/Email 1900 SW 44th Ave Ocala,
FL 34474 352)
368-6922 Ext291 jiathrop@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
Swinging Exterior Door Assemblies Compliance
Method Evaluation Reportfrom 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 Turner
PE-58201
Keystone Certifications,
Inc. 07/21/
2020 Steven M.
Urich, PE R Validation
Checklist - Hardcopy Received FI14850 R3
COI EvalRenort641C.odf Standard AAMA/
WDMA/
CSA 101/I.S.2/A-440 ASTM E1886-
05 ASTM E1996-
05 PA TAS/
201/202/203 Year 2005
2005
2005
1994
http://
www.
floridabuilding.org/prlpr_app_dtl.aspx?param=wGEV XQwtDquH 1 FzfePou... 12/ 14/2017
Florida Building Code Online
Sections from the Code
C
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
09/28/2017
09/29/2017
10/02/2017
12/12/2017
Page 2 of 2
FL # Model, Number or Name Description
14850.1 FD-8750, Impact. FD-8750 French Door, SD-8700 Swing Door, SLT-8710
Sidelite, Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL14850 R3 11 CWS-641C:12df
Approved for use outside HVHZ: Yes Verified By: Lucas Turner 56201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +70/-70 Evaluation Reports
Other: Large Missile French Door w/ Sidelights, Max. FL14850 R3 AE EvalReoort641C Ddf
French Door 6' x 8', Max. Single Door 3' x 8', Max. Sidelight Created by Independent Third Party: Yes
3' x 8', DP +/- 70 psf. Glass complies to ASTM E1300-04.
Back Next
Contact Us :: 2601 SWr Stone Road Tallahassee FL 32399 Phone, 650-487-1824
The State of Florida is an WEED employer, roovriaht2007-2013 State of Florida :: Privacy Stat m nt :: Accessibility Statl!=D :: Refund Statement
Under Florida law, emailaddresses 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 youhave any questions, please contact 850.487.1395. `Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the. Department with an email address if theyhaveone. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made availableto the public. To determine if you area licensee under Chapter 455,
F.S., please click here_ Product Approval
Accepts: 0 1
EC tic ^>wCredit• Safe
http://
www.
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGBVXQwtDquH 1 FzfePou... 12/ 14/2017
TURNERENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 641C
August 28, 2017
Product Description: Series SD-8700, FD=8750, SLT-8710 PVC Swinging Door; LM Impact, 3'x8'
nominal panel size'max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 440i 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.
TechnicalDocumentation: 1)
This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2)
Approval drawing CWS-64I C; signed and sealed by Lucas A. Turner, P.E. 3)
Test Reports NCTL-210-3761 -IA, -113,-1C,-2, and -2A 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- 2005,
and ASTM E 1886/1996 2002/2005 4)
Supplemental Calculations to support CWS-641 C, signed and sealed by Lucas A. Turner, P.E. Installation:
Units must be installed according to approval document CWS-641=C. Limitations
of Use: This product: May
be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite sizes, with
glass types and max. glass daylight sizes as shown in CWS-641C Achieves
design pressures of +/-70 p.s.f. Is
Large Missile Impact Resistant and, does not require the use of shutters May
be used in the High Velocity Hurricane Zone Anchors
indicated in CWS-641 C shall be panor hex head type and shall have a head or washer integrated
or separate) diameter of 0.420" min. Requires
Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade N.O:A. # 14-0916.1 l t Requires
Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. #16-1117.02t Requires
Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. #1`7-0206.1 Ott
I have evaluated the materials in these NOAs and find that they comply with the requirements of the6`
h Ed. (2017) Florida Building Code for use in this product. Certification
of Independence: I do not have, nor do I intend to acquire, nor will. I acquire, a financial interest
in. Custom Window Systems or in any company manufacturing or distributing products for which this
report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in
any other entity involved in the testing or approval process of this product. r,
iOREVv t r
Lucas
Turner ' t N. 58201 ?ti 2017-
08-30 = * c 17:
06+20:00 S STATE OF ;w uOR
cfiQ1 ` N i, d' 8/28/
2017 Lucas A.
Turner, P.E. FL PE #
58201
SWING DOOR & SIDELITE - LARGE MISSILE IMPACT
79" MAX. FRENCH DOOR WIUIH
37 5/8" MAX.
PANEL WIDTH
26 5/8"
GLASS DLO
7"
1AX.
NIT
EIGHT
C
95 3/16"
MAX. X X
PANEL
HEIGHT
84 3116"
GLASS SEE
DLO NOTE 4
A
11
FRENCH DOOR
TABLE OF CONTENTS
GENERAL NOTES &. ELEVATIONS ........1.3
GLAZING DETAILS....................................4
SECTION VIEWS ................ .................... 5-7
B0 M.
EXTRUSONS....................:........................
8
9
ANCHOR
INSTALLATION DETAILS ....................11-12
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX. —
PANEL WIDTH
22 5/8" —
GLASS DLO
D
MAX.
UNIT
E E HEGHT
C D 94 518"
FLUSHBOLTON I 12 MAX.
INACTIVE PANEL i PANEL
HEIGHT
B
11 83 5/8"
GLASS
DO
40" MAX: SINGLE J 1
DOOR WIDTH D C
37 5/8" MAX. 12
PANEL. WIDTH SIDELITE
26 5/8"
AGLASSDLO
81/2" NOTEHINGE SPACINGS ARE 8-112"
9 F 1 j FROM ENDS AND 20- MAX. O.C.
MAX. I 20" FOR '81"TO 97" UNIT HEIGHT.
UNIT
HEIGHT
95 3116" 1 j f
MAX: I x
I B PANELBHEIGHT84
3/16" GLASS
DLO
SEE NOTE
4 8
1 f2" A _
T SINGLE
DOOR GENERAL
NOTES: S/(
NbhLU•llU 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS TOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION
INCLUDING THE HIGH VELOCITY HURRICANE ZONE.(HVHZ) AND 1900 SW 44TH.AVE. IS
RATED FOR WIND ZONE 4 MISSILE LEVEL DIMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN
ASTM E 1996 PER THE FBC. WWW.CWS.CC 2,
GLAZING OPTIONS: (SEE SHEET 4) 8700/
10/50 PVC 3.
CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING SWING DOOR W/SIDELITE($), FRENCH DOOR(S), FRENCH DOOR(S) WISIDELITE(
S), SIDELITE NOT ATTACHED. IMPACT 4.
LOCK OPTIONS: UP
TO 6'8": A.
DOUBLEBORE3/TVJO (2) INTERIOR FLUSH BOLTS. Z w w o a W 0 W SERE zB. MORTISELOCKwITWO (2) INTERIOR FLUSH BOLTS. w Z O z W I_ HANDLE SET
034" LL wr?Z0w3:ca C. MULTIPOINT (4 PT.) Z Z= 2 a w w.'00 O HANDLE"SET034" O Up O
O'j 4 = a- ABOVE6'8": A. MULTIPOINT (
5 PT.) zz z..- ? F j y 0 U — HANDLE SET
0:34" U pj z t= zZS. DESIGN
PRESSURE RATING: w d y 0 O cd NEGATIVE DESIGNLOADSBASEDON, TESTED PRESSURE AND w 0'0 ofCn 0 w <n w GLASS TABLES
ASTM E-1300-04801 /09. DESIGN LOADSBASEDON, TESTED PRESSURE, WATER rr L
z
w
0 -+ N t- w O= En POSITIVE wpa. w INFILTRATION TESTPRESSUREANDGLASSTABLESaaul a ASTM E-1300-04901/09. 6. ANCHORAGE:
THE 33 113% STRESS INCREASE HAS NOT BEEN USED ttautttq Ao RE6Y ,
r','i IN THEDESIGNOFTHISPRODUCT. SEE SHEETS 11-12 FOR ANCHOR PtP G,Qy%, DETAILS. WINDLOADDURATIONFACTORCd=1.6 WAS USED FOR WOOD OP'?•1GENSF Z's •:10 ANCHOR CALCULATIONS. f No 58201 ' 7. PRODUCTS
APPROVED FOR IMPACT RESISTANCE, SHUTTERS ARE NOT REQUIRED.
9 STATE OF , to. 8. ALL
FRAMES ARE PROCESSED AND SCREWED TOGETHER. PANELS O'c:•:°L1 Q' ARE PROCESSEDANDASSEMBLEDVIATIEROD. S• G. S11#NA
9. SERIES </'MODEL DESIGNATION SD.8700; FD-8750, SLT-8710.. llot 10, THE
DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE
SASH, 0 = FIXED SASH 11. SECTION
CALLOUTS APPLY TO ALLCONFIGURATIONS IN A SIMILAR LOCATION. 9/
22/2017 12. INTERIOR
FLUSH BOLTS ON ACTIVE PANEL TO BE ENGAGED PRIOR TO LUCAS A. TURNER, P.E. SEVERE WEATHER.
FL PE 0 58201 13. QUALIFIED
ALTERNATIVE LOCKSEf/OEAOBOLT HARDWARE IS 1239 JABARA AVE. NORTH PORT,
FL 34288 GRADE 2BYPAMEXANDDELANY. PH. 941-380-1574 14. MAX.
PANEL WIDTHS APPLY TO ALL CONFIGURATIONS, MULLED OR SHEET DESCRIPTION: NON -MULLED
UNITS. GENERAL NOTES AND ELEVATIONS TYPE
MAX.
PANEL SIZE DESIGN PRESSURE RATING IMPACT RATING SINGLE 37-
5/8" x 95-3/16" PSF LARGE MISSILE IMPACT FRENCH SIDELITE33-
5/8" x 94-5/8" LucasTurner DRAWN
BY: DATE: 2017-09-
22 ADE 09/08/11 1.3:
18-04:00 DW W REV.: CWS-641
C SCALE: SHEET
1:35
1 OF 12
151 3/8" MAX UNIT WIDTH WINDOW SYSTEMS
19DO SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CwS.Cc
8700/10/50 PVC
9 SWING DOOR
IMPACT
16" F- OWO wwooZWO
HT o -O- 0O:3m
w F w 32=
O 01-0 < w
N
OZ OZUmZ O a 1=-wu 00uOF=tx--O-
w a Ev}iowv uLLf/ W
225 a =a w0 co
GLASS DLO GLASS DLO 0 w t- Ox W x K
FRENCH DOOR w/SIDELITES D ~ a a s
RE
JGPS• G ............ GQ,,"
No 58201
115 3l16" MAX. UNIT WIDTH 76 3116" MAX. UNIT WIDTH
36 3115" MAX. - 79" 36 3/16'" MAX. 40" MAX. SINGLE -0' 2
SIDELITE WIDTH MAX. FRENCH DOOR WIDTH SIDELITE WIDTH DOOR WIDTH '-'• STATE OF ; W:
0 Pi
PANEL WDTH DOOR WIDTH PANEL WIDTH DOOR WIDTH SJONA .```
97" MAX.
UNIT
MAX.
HEIGHT HEIGHT
UNIT
HEIGHT
It I
9/22/2017
94 5/8" 94 5/8" 95
PANEL
SIDELITE Q X X 95 3116" SIDELITE O x
PANEL LUCAS A. #
58201,
P.E.
HEIGHT PANEL HEIGHT HEIGHT FL
JA #RAA1HEIGHT123HPORT, L 34FLUSHNORTHPORT, FL-34288
83 5/8BOLT 83 518" 84 3/16" PH. 941-380-1574 SIDELITE
ON 843/18" SIDELITE DOOR GLASS
SEE INACTIVE DOOR GLASS SEE GLASS SHEET DESCRIPTION: DLO
NOTE4 PANEL GLASS DLO NOTE DLO 5HT1GENERAL NOTES AND SHT1DLOELEVATIONSII
1
I DRAWN BY : DATE: 22
5/8"-I 28 5/8" 22 5/8" 25 5/8" ADE 09/08/11 GLASS
DLO GLASS DLO GLASS DLO GLASS DLO DWG W REV.: SINGLE
DOOR w/SIDELITE CWS-641 C FRENCH
DOOR w/SIDLITE SCALE: SHEET 1:
35 2OF 12 36
3l1.6" MAX. MAX.
UNIT
HEIGHT
79"
SIDELITE
WIDTH MAX. FRENCH DOORWIDTH PANEL
WIDTH I PANEL WIDTH 7"
94
5l8" FLUSH
PANEHEIGHTHEIG635/B" 95
3/SIDELITELNOTE4
84 3/16"SIDELITE
DLO
DOORGLASS
GLASSDLO
8"
Ii
i-
26 5/8"
40" MAX SINGLE -
DOOR WIDTH
37 5/8" MAX. —
PANEL WIDTH
26 5/8"
GLASS DLO
l"
MAX.
UNIT
HEIGHT
79 3/16"
PANEL
HEIGHT
68 3/16"
GLASS
NOTE: 81/2" HINGE SPACINGS
FLUSH ARE 8-1/2" FROM
BOLT 21 5111" ENDS AND 21-5116"
MAX. O.C. UP TO
81" UNIT HEIGHT.
X
SEE
NOTE 4
SHT 1
e 1n'•
SINGLE DOOR t
37 SM' MAX.
PANEL WIDTH'
26 518"
GLASS DLO
79" MAX. FRENCH DOOR.WIDTH
T
I
FLUSHAAX. BOLTJNIT
1EIGHT
79 3/16"'
PANEL X XHEIGHT
68 3/16" SEEGLASSNOTEDLOSHT1
FRENCH DOOR
36 3/16" MAX.
SIDELITE WIDTH
33 5/8" MAX. -
PANEL WIDTH
22 5/8" —
GLASS DLO
SIDELITE
151 3/8" MAX UNIT WIDTH 112 318" MAX UNIT WIDTH —
36 3116" MAX. 79" MAX. FRENCH DOOR WIDTH 36 3116" MAX.
SIDELITE WIDTH 7 SIDELITE WIDTH
33 518" MAX. 37 5/8" MAX. 33 5/8" MAX. 37 5/8" MAX.
PANEL WIDTH PANEL WIDTH PANEL WIDTH— PANEL. WIDTH
gT_ 8t
MAX. FLUSHFLUSH
MAX. BOLT UNIT BOLT
UNIT HEIGHT
HEIGHT 79 3116"
78 5/8" DOOR
PANEL 78 5/8" FNSIDELITEOXXOHEIGHTSIOELITE X O
HEIGHT HEIGHT
67 5/8" 68 3116"
DOOR 67 5/8"
SIDELITE SEE GLASS SIDELITE
GLAD DLOOSSSHOT1 DOSS
i-22 5/8" 4 1- 26 5/8" ^I {-22 518"-1 i-. 25 518" -i
GLASS OLD GLASS DLO GLASS DLO GLASS DLO
FRENCH DOOR w/SIDELITES SINGLE DOOR W/SIDELITES
ou®m
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA. FLORIDA34474
WWUV.CWS.CC
8700110/50 PVC
SWING DOOR
IMPACT
Q F ;- <ZJ
F-. o W O owp W zW'o o
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aIt 0 0 _~
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F O 2 a 40"
MAX. SINGLE DOOR
WIDTH DOOR
7-- PANEL
HEIGHT
9/22/2017 LUCAS
A. TURNER, P.E. 68
3/16" FL PE # 58201 DOOR1239JABARAAVE. GLASSNORTHPORT, FL 34288 DLOPH. 941-38D-1574 SHEET
DESCRIPTION: GENERAL
NOTES AND ELEVATIONS
DRAWN
BY: DATE: AIDE
09/08/11 DWG9:
REV.: CWS-
641 G SCALE:
SHEET 1:
35 3 OF 12
1" OVERALL
3/16" TEMPERED
5116" AIRSPACE
1/2" LAMINATED
3116" ANNEALED
1005 DUPONT PVB INTERLAYER
3/16" ANNEALED
QUANEX DURASEAL
IG SPACER
V L
GLASS TYPEA
SIKA - SIKAFLEX 552 or
HENKEL- PURFECT GLAZE "H"
3/4" GLASS SITE
QUANEX
IG SPACI
GLASS TYPES
MAX. UNIT
HEIGHT SIDELITE SINGLE FRENCH
81 A A A
97 6 B B
1" OVERALL
3/16" TEMPERED
3/8" AIRSPACE
7/16" LAMINATED
3/16" ANNEALED
090 SENTRY GLASS IONOPLAST INTERLAYERJi 3116" ANNEALED
GLASS TYPE 8
LEX 552 or
JRFECT GLAZE "H"
BITE
SETTING BLOCKS PER FBC 11.3.3.124
CEMEISffl
1900 SW 44THAVE.
OCALA, FLORIDA 34474
W WW.CWS.CC
8700/10/50 PVC
SWING DOOR
IMPACT
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5 `PNO ........ r-6SF••'Q2F: No 58201 :1
Sp: 4`L
59 ; STATE OF W
7-7—
9/22/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE-
NORTH PORT, FL 34288
PH, 941-380.1574
GLAZING DETAILS
AWN BY: DATE:
ADE 09/08/11
G R: REV.:
CWS-641 C
ALE: SHEET
1:1 4 OF 12
2vomINTERIOR
68 7 4 36 45 46 61 66 7 1900 SW 44TH AVE,
OCALA, FLORIDA 34474
WWW.CWS.CC
8700/10/50 PVC
1
s4 3s
SWING DOOR
63 IMPACT
LA 19 Q Z
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SECTION VIEW B-B
INTERIOR
No 58201
i-i S9 STATE OF
SiON"s73ALTERNATE1ALTERNATE2 10% rhrhmil``
71
3
4
LTPOINT
9/22J2017
LUCAS A. TURNER, P.E.
PE # 58201MORTISELOCKw/ FLUSH BOLT 37FL
j 29
I I 1239 JABARA AVE.
NORTH PORT, FL 34288
70 59 PH,941-360-1574
14 56 SHEET DESCRIPTION:
69 SECTION VIEWS
SINGLE DOOR
ss Q s.
ITEMS NOT SHOWN FOR CLARITY:
DRAWN BY: DATE:
56 35 5051 10-12, 13, 15-17, 22, 43. 48, 54. 57-58 ADE 09/08/11
Dwca:
CWS 641
REV.:
CITEMSNOTUSEDINVERSIONSHOWN:
SECTION VIEW A -A 2-3, 8-9, 15-16, 2S-28, 30.34, 36 40, 43, 52-53, 60, 62, 65-66, 72, 76
SCALE: SHEET
1 2 S OF 12
NOTE: VERTICAL SECTION SIMILAR
TO SINGLE DOOR, SEE SHEET 5
INTERIOR
SECTION VIEW C-C
ITEMS NOT SHOWN FOR CLARITY:
10-13, 15-17, 22, 26-28, 36-39, 43, 54, 57
ITEMS NOT USED IN VERSION SHOWN:
6-9, 15-16, 25, 40, 42, 45-46, 48, 52-53, 58, 60, 74.76
WINDOW SYSTEMS b
1900SW44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8700/10/50 PVC
SWING DOOR
IMPACT
a z 3: az3
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VP,PNOE NSFTG4''Y
y : No 58201
90: STATE. OF •<U:
Ss/"ONAB a. 11lp Ifnfl0%t
z--7-1
9/22/2017
LUCAS A. TURNER,P_E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
IEET DESCRIPTION:
SECTION VIEWS
FRENCH DOOR
IAWN BY: DATE:
ADE 09/08/11
VG x: REV,:
CWS-641 C
ALE: SHEET
1:2.5 6 OF 12
WINDOW SYSTEMSWINDOW ®Iliffl
53 62 INTERIOR 53 g 1900SW 44TH AVE.
OCALA, FLORIDA 34474
WWW,CWS.CC
8700/10/50 PVC
SWING DOOR
9 IMPACT
40
7 -
Q z qZ
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5
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SECTION VIEW E-E 0 r Z
w
2 w-wowwwwrnw
a LM > 0 w 0ra z w " SEALANT APPLIED TO d D
J 62 g 15
ADJOINING FACES
BY INSTALLER PtAO
vINTERIOR No 58201 '15 '
10 HEX WASHER HEAD TEK w •=
JOINING DOOR FRAME TO SIDELITE.
6" FROM TOP AND BOTTOM
v t : c!
p'. STATE OF
17" MAX. O.C. O
SSbNits A
a7
c
zz
9/2212017
LUCAS A. TURNER, P.E. 5 52
SEALANT APPLIED TO #10.24 x1-3l4" TYPE F FL PE # 58201
9
b
ADJOINING FACES THRU HINGE INTO SIDELITE AT EACH HINGE.
BY INSTALLER SEE SHEETS 1 & 3 FOR HINGE SPACING.
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SHEET DESCRIPTION:
9
SECTION VIEWS
ATTACHED SIDELITE
ITEMS NOT SHOWN FOR CLARITY: DRAv4NBY: DATE:
10-11, 16, 22, 28, 43, 57 ADE 09/0B/11
SECTION VIEW D-D
ITEMS NOT USED IN VERSION SHOWN: DWG a: REV.:
1-3, 6-15, 17-18, 20-21, 23-24, 26-27, 30-39, 41, 44-46, 4M2, 54-56, 58-61, 63-71, 74-76 CWS-641 C
SCALE: SHEET
1:2 7 OF 12
PARTS- LIST PARTS'. LIST
CM TNyn`
WINDOW SYSTEMS Lp(j`"('!`Jj
1900 SW44TH AVE,
OCALA, FLOR10A 34474
WWW CWS CC
ITEM PART# DESCRIPTION MATERIAL VENDOR ITEM PART# DESCRIPTION MATERIAL VENDOR
1 K1833 RAIN FRAME HEAD ALUM KEYMARK 51 P5131 GASKET, DOOR SILL, BACK FOAM HO PRODUCTS
2 H-1857 JASTRAGAL, INACTIVE FD PVC ALUM KEYMARK 52 P-5134 SCREW, *10 X 1-314" FLAT SQUARE TYPE F @ HINGE FASTENAL
3 H-1858 ASTRAGAL ACTIVE FD PVC ALUM KEYMARK 53 P-5151 GASKET, SIDELI E FOAM HO PRODUCTS
4 H-1860 IREINFORCEMEtIr, VERT. ALUM KEYMARK 54 P-5157 SCREW #10-24 x 1/2", FI Undercut, PH, 16-8SS @ KEEPER FASTENAL
55 P-5158 BOTTOM SEAL RUBBER TEAM5H-1861 REINFORCEMENTHORIZ ALUM KEYMARK 56 P-5172 WSTP, .370 X.187, TRI FIN, BLACK ULTRAFAB 8700/
10150PVCSWING DOOR IMPACT6 FI-
1878 MAIN
FRAME
SILL ALUM KEYMARK 7 1+1880 MAINFRAME JAMB
ALUMNFRANKLOWEL RK 57 P5174 SCREW #
8
X3/4" HEXWASHER HEAD, Q;FRAME FASTENAL 58 P-5186 SCREW #8.
32 x 1-1/4" PH,FL MS, SS @ PLUNGER SS FASTENAL 8 H-1881 MAINFRAME SIDELITE
DOOR ALUMRK 59 S-1783 THRESHOLD, HIGH RISE ALUM KEYMARK 9 H•1900 MAINFRAME SIDELITEJAMBHEADSILLALUMRK60S-1784 INSERT, REINFORCEMENT ALUM KEYMARK 10 P-3039 SETTTING BLOCK
85 DUR. 1/8 X 1 X 2 RUBBER z w o z 0
0zF
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WwO13
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v a'= O_
w z —10 z z NEy0zvvizO _ F--. 2 O-V 9Owm OzjOOwoJFwNz22 — a 10 I:ww61S-1806
COVER, JAMB, ANCHOR
ALUM KEYMARK 11 SIKAFLEX 552 or PURFECT GLAZE "
H' NKE 62 S-1816 COVER, JAMBS, HEAD,SILL, SIDELRE ALUM KEYMARK 12 P-3503 SCREW #8 X
1/2" PH TRUSS SS ASTRAGAL CAP NAL 63 S-1817 DRIP CAP' ALUM KEYMARK P-3511 SCREW #8 x 5/
8" SQ. PAN TEK TIEROD BRKT NAL 64 S-1940 COVER, HEAD, ANCHOR ALUM KEYMARK 14 P-3587 SCREW #8 X
1" PH FLATTEK CM ASTRAGAL INSERT LOCK FASTENAL 65 S-1849 INSERT, INACTIVE PNL, LOCK HARDWARE KEYMARK 15 P-3767 SCREW 910 X
1" HEX HEAD TEK Q SIDELITE FASTENAL 66 S-1859 ICOVER, ASTRAGAL, FO ALUM KEYMARK 16 P-4146 SCREW #8 X
3/4 PHIL FLAT SS TEK SIDELITE SHIM FASTENAL 67 SAW INSERT, FRONT, STM ATTACH SILL ALUM KEYMARK 17 P-4278 FUZZY PAD .200"
x 1,250" W/ADHESIVE ULTRAFAB 68 S-1865 INSERT, BACK, BTM ATTACH SILL ALUM KEYMARK 18 P-4522 10 x 1
1/4', PH FLAT, SMS='HINGE PANEL FASTENAL 69 S-1915 BASE, SWEEP ALUM KEYMARK 19 P-4774 WSTP, BULB/LEAFS,
PANEL AMESBURY 70 S-1916 DRIP COVER, SWEEP ALUM KEYMARK 20 P-4790 I FLUSH SOLI
ASSM,'TOP/BTM SULLIVAN 71 S-6083 PANEL, TOP/BTM RAIL, SIDES - DOOR PVC MIKRON 21 P-4794 SCREW #8 x
5/8" SQ.FLAT TEK aINSERTATTACH FASTENAL 72 S-6083 PANEL, TOP/BTM RAIL, SIDES - SIDELITE PVC MIKRON P -4B02 084 Z PVC MIKRON
23 P-4807 HINGE, GUIDE HOPPE
74 H-1BB8 REINFORCEMENT, SINGLE DOOR ALUM KEYMARK 24 P48DYP4809 HINGE, SET HOPPE 75
GLASS SEE SHEET 4 25 P-4814 WSTP .50X.750
FOLDED BULB SEAL, Q SIDELITE AMESBURY 76 H-1862 IREINFORCEMENT, VERT. ALUM KEYMARK ryCREW '1O o Pl . 0 . GENgF.:
Qy No 56201
9 STATE
OR O Fticl
S .. G
hjp Z 9/
22l2017 26P-4863
LOCK
STRIKE
PLATE PADDOCK
77 P4987 MORTISE LOCK PADDOCK 27 P-4864 RHINO STRIKE PLATE PADDOCK
HEAD SILL ALL FRAMES ARE MECHANICALLY FASTENED
ALTERNATE APPROVED
LOCKSETS: PAMEX GRADE 2 LOCKSET
AND DEADBOLT 28
P-4866 GUIDE, TIE ROD NYLON
M&M 29 P-4871 TIE ROD BRACKET ZINC
SULLIVAN 30 P-4885 SHOOT BOLT TOP PADDOCK
31 P-4866 SHOOT BOLT, BOTTOM PADDOCK
32 P-4851 LOCKBAR INACTIVE 8 FT
PADDOCK 32 P-4884 LOCKBAR MULTI-POINT,`5PT
8 FT PADDOCK 32 P-4901 LOCKBAR MULTI -POINT 4PT-
6'8 FT PADDOCK 32 P-4902 LOCKBAR INACTIVE, 68 FT
PADDOCK 33 P-4903 HANDLE SET ACTIVE PADDOCK
34 P-4905 HANDLE SET INACTIVE PADDOCK
35 P-4913 WSTP .50X.50 FOLDED
BULB SEAL, DOOR SCHELGEL 36 P-4917 CAP ASTRAGAL OUTSIDE NYLON
M&M 37 P-4918 GUIDE FLUSH BOLT INACTIVE
PNL M&M 38 P-4922 COVER INTERIOR, FLUSH BOLT
NYLON M&M LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH
PORT, FL 34288
PH. 941-380-
1574 39 P-4925
CAP, ASTRAGAL, INSIDE NYLON
M&M 40 P-4926 SHIM, SIDELITE, DOOR SHIPPING
BLOCK NYLON M&M 41 P-4927 I GUIDE; FLUSH BOLT
NYLON M&M 42P-4930 SCREW #10 X 1-
114" HEX HEAD TEK Q SIDELITE ATTACH FASTENAL 43 P-4933 NUT 3/8"-16
FLANGED W/SERRATEDLIP, SS PANEL WMASTER SHEETDESCRIPTION: BOM 44 P-4934 SCREW #12-24 X
1/2" PH FLAT MS HINGE' FASTENAL 45 P-4936 DOOR KNOB, ACTIVE PANEL DEIANY
46 P-4937 DEADBOLT ACTIVE PANEL DELANY DRAWN
9Y: ADE DATE: ' 09/08/11 47 P-4969
SCREW, #
10
X 2" REINF. ATTACH. FASTENAL 48 P-4997 STRIKE, DEADBOLT PADDOCK. 49 P-
5127 SCREW #12 X 2" PH
PAN; SMS ANCHOR FASTENAL owce: CWS-641 rtEv.: C 50 P-5130
iGASKET,
DOOR SILL.
FRONT
FOAMHOPRODUCTSSCALE: 1:1 SHEET 8 OF 12
4 9/16" -j
1
1 7116"
DOOR HEAD-1833
4 9116"
1116
11/16"
O
6
DOOR SILL-1878
a sns^—y
7
1 9/16" L 7
DOOR JAMB-1880
49/, 6"
I f1f II II
tCI
J'
8
2 1J2°
1l16"
SIDELITE-1881
4 9116" --{
9
2 1/16" (((j
L 1116"
SIDELITE-1900
NOTE: ALL EXTRUSIONS ARE 6063-TB ALUMINUM
s
PVC DOOR PANEL - 6083
Lit-
REINFORCEMENT-
215/16'
1861
1 112"
2 15116"
1116"
REINFORCEMENT-1860
66
2„
1l16"
ASTRAGAL COVER-1859
4i
REINFORCEMENT -1857
REINFORCEMENT -1858
REINFORCEMENT 1862
1,3/4"
65
1 118" 1/8"
INSERT, INACTIVE PNL-1849
59
1 3116"
J-- r
THRESHOLD ,-1783
21 --{
1 /4° 61
1/16"
FRAME COVER -1806
2 3/8"
T--
I
3!4"
SIDELITE. COVER -1816
1 15/16"-
3/4"
69
1l16"
BASE SWEEP.1915
6813T- 1/16. i
INSERT, BACK -1865
9J16" —ice
67
11 16"
1N 6"
INSERT, FRONT- 1864
518"
64
9/
ills'
HEAD COVER - 1840
518"
3/flr"
60
I
FILLER- 1784
5/8"
1 1/16" 73
L
PVC GLAZING BEAD - 6084
1
63
E
DRIP CAP - 1817
3/4"
0
13JJ 1/16"
DRIP COVER -1916
WINDOW SYSTEMS L
1900 SW44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8700/10/50 PVC
SVI/ING DOOR
IMPACT
a z 3 ¢ZSOw0 ¢w C,0ZWJO
w ZOZ W_Zt0aw,i>-00'3mtiV- W Zi-: j_ O O r=-Oa<w00UU01-UaFa7a0Z-w-Zw 4
z V u)Z 0 u- U pWOui
Z
d2
Z 2:'
a O viN 0
w.a.
00' w w mr0- w3:a 2'
Z- 9/
22/2017 LUCAS
A. TURNER, P.E. FL
PE 458201 1239
JABARA.AVE. NORTH
PORT, FL 34288 PH..-
941-380-1574 EXTRUSIONS
ADE
1 09/08/11 CWS-
641 I G 1:
2 1 9 OF 12
ANCHOR@: MIDSPAN(TYP.) 4 (TYP.).
4" (TYP.)
6" MAX. (TYP.)
6" MAX. (TYP.) _..
I -
r.
ANCHUK 99 MIUJYAI
6" MAX. (TYP.)
2" (TYP.)'WOOD/METAL 6" MAX. (TYP.)-1
NOTE 2
J
III II u II' MAX.C. I JI I X.
0 X 0
INSTALLATIONTX. ANCHOR (TYP.)
SIDELITE `SIDEUTE
ANCHOR LAYOUT-(FLANGEY
17" MAX
O.C. (TYP)
r.
SIDELITE DOOR DOOR SIDEUTE
ANCHOR LAYOUT -(FLANGE)
CIRCLED ANCHOR LOCATIONS REQ'DONLY IN WOODAND METAL INSTALLATIONS. DO NOT INSTALL THESE ANCHORS INTO MASONRY.
NOTES:
1. INSTALL ONE ANCHOR. AT EACH INSTALLATION LOCATION.,. SILL. ANCHOR SPACING SAME AS HEAD.
1900 SW-44TH AVE. OCALA, FLORIDA 34474
WWWJ.CWSICC
NOTE
I
ALLATION
8700/10/50 PVC
SWING DOOR
IMPACT
z w u o Q k ".1
HOR (TYP.) wQ- Q
zO=OZZ O0) 8.'-Z4 n~ca
z00ZOcdZ5o
Q.w
Pw 00mzYhow-0..
Zd
CL
o wwwwow= w0
aWa Ex2.
SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERESPACE GREATER THAN 1116" IS PRESENT., LOAD BEARING SHIMS SHALLBECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED. 3.
ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 11. 4.
ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH ACORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURETREATED 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 11. 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. INSTALLATIONS TOSOLIDCONCRETEORGROUT -FILLED CMU MAYINCLUDEBUT DO NOT REQUIRE IX WOOD SUCKS. BETWEEN THE PRODUCT AND 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: 4".FOR MASONRY, 2-3116" FOR HINGES (ALL SUBSTRATES), 1" FOR'WOOD'AND METAL. S. WOOD OR
MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER. WINO. LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLEI, SHEET 11. 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), FMAIAAMA 200(FLANGE WINDOWS), FMANVOMA. 250(BOX WINDOWS), FMA/AAMAAWDMA 300(EXTERIOR'.DOORS) 9/2?J2017
LUCAS A. TURNER,
P.E. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH,941-380-
1574 SCHEDULEANDI NOTES ADE
09/
08/
11 VG#: REV.'. CWS-
641 C
ALE: SHEET 1:
8 10F
12
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
CONTINOUS DEL 1/4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATE
BY INSTALLER.
PERIMETER SEALANT
BYINSTALLER
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
114" MAX. SHIM
INTERIOR
INSTALLATION ANCHOR
SEE TABLE 1
SEE TABLE 1
r-1- MIN. EDGE DIST.
SEE TABLE 1
VERTICAL SECTION
11 TYPICAL SILL ANCHORAGE
INTERIOR 1/4" MAX. SHIM IV
MIN. EMBEDMENT WINDOW SYSTEMS
SEE TABLE 1 1900 SW 44TH AVE.
CONTINOUS DBL 1/4" BEADS OF SEALANT OCALA, FLORIDA 34474
AROUND PERIMETER AT ALL INDICATED WWW.CWS.CC
POINTS BETWEEN FRAME AND SUBSTRATE
BYINSTALLER, 00 MIN. EDGE DIST.
SEE TABLE 1 8700/10/50 PVC
SVO NG DOORINSTALLATIONANCHOR
SEE TABLE 1 IMPACT
TABLE 1: APPROVED INSTALLATION FASTENERS
SU
1-3/4"
EDGE DIST,
2-112" QONCRETE 2.85 KSI MIN.) - 114" ELCO ULTRACON
HOLLOW OR GROUT-FIL 2-1/2"
2X MIN. SOUTHERN PINE (G=0.55) 1/4" ELCO ULTRACON 1-3/8' 718'
2XMIN, SOUTHERN PINE (G=0.55) 912 WOOD SCREW 1-318" 7/8'
16 GAUGE (0.060") MIN.
STEEL STUD (33 KSI YIELD MIN)
12-14 HILTI KWIK-FLEX OR I1W
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060" 1/2,
1/8" ALUM. (6063-T5 MIN.) OR
1/8" STEEL (33 KSI MIN.)
12 GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125' 1/2"
HINGE ANCHORS INTO CONCRETE (2.85 KSI MIN.) 3116" ELCO ULTRACON 1-3/4" 2-1/2"
HINGE ANCHORS INTO HOLLOW OR GROUT -FILLED
CMU (ASTM C-90)
3/16" ELCO ULTRACON 1-1/4" 2-1/2"
HINGE ANCHORS INTO 2X MIN. SOUTHERN
PINE (G=0.55) 10 WOOD SCREW 1-3/8" 718"
HINGE ANCHORS INTO 16 GAUGE (0.060") MIN.
STEEL STUD (33 KSI YIELD MIN)
10-16 HILTI KWK-FLEX OR RW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
1/2"
HINGE ANCHORS 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"
1/2'
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0 58201
9
STATE OF !U: 2.
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THRU 8
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215/
16" MAX. 9/22/2017 SEE
NOTE LUCAS A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NOTE:
NORTH PORT, FL 34288 HINGE
SPACINGS ARE: PH. 941-380-1574 8-
1l2" FROM ENDS SHEET DESCRIPTION: 21-
5/16" MAX. O.C. FOR UP TO 81" UNIT HEIGHT. 20"
MAX. O.C. FOR OVER 81" UNIT HEIGHT. INSTALLATION DETAILS DOOR
DRAWN
BY: DATE: ADE
09/08/11 DWG#:
REV.: HINGE
LAYOUT CS-641 C 1:
30 scALE: SHEET 1:
2 11OF 12
i
TYPICAL HEAD ANCHORAGE INTERIOR
MIN, EDGE DIST.
SEE TABLE 1, BHT 11 CONTINOUS DBL 1/4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SUBSTRATESUBSTRATEBYOTHERSBYINSTALLER. SEE TABLE 1, BHT 11 MIN. EMBEDMENT
SEE TABLE 1, BHT 11
INSTALLATION ANCHOR —
SEE TABLE 1, BHT 11
PERIMETER SEALANT 114". MAX. SHIM
BYINSTALLER
INSIDE AND OUT If
INTERIOR
CONTINOUS DBL 1l4" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED INSTALLATION ANCHOR
POINTS BETWEEN FRAME AND SUBSTRATE SEE TABLE 1, BHT 11
BY INSTALLER.
PERIMETER SEALANT BY INSTALLER
INSIDE AND OUT
PERIMETER SEALANTEILZ[ BY INSTALLER SUBSTRATE BY OTHERS
INSIDE AND OUT SEE TABLE 1, SHT 11
I
MIN. EMBEDMENT
SEE TABLE 1, BHT 11
SUBSTRATE BY OTHERS
SEE TABLE 1, SHT 11 I-
rI MIN. EDGE DIST.
SEE TABLE 1, BHT 11
C VERTICAL SECTION
12 TYPICAL SILL ANCHORAGE
1/4" MAX. SHIM
MIN. EMBEDMENT WINDOW SYSTEMS
SEE. TABLE 1, BHT 11 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
MIN. EDGE DIST.
SEE TABLE 1, BHT 11 8700/10/50 PVC
SWING DOOR
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HORIZONTAL SECTION a D.a i 12TYPICALJAMBANCHORAGEREW
No
58201 ..- v: -
40 STATEOF :L[7 GS
ONA ia`o z
9/
22/2017 LUCAS
A. TURNER, P.E. FL
PE # SB201 1239
JABARA AVE. NORTH
PORT, FL 3428B PH.
941380-1574 HEET
DESCRIPTION: INSTALLATION
DETAILS SIDELITE
RAWN
BY: DATE: ADE
09/08/11 WG#
REV.: CWS-
641 C GALE:
SHEET 1:
2 12DF 12 m