HomeMy WebLinkAbout155 Wildwood Dr - BR18-004469 - WINDOW REPLACEMENTCITY OF
SkNFORD
FIRE DEPARTMENT
NOV 0 2018 Building & Fire Prevention Division
PERMIT APPLICATION
HIS Q1ApplicationNo • "
Documented Construction Value: $ 4, 592
Job Address: 155 WILDWOOD DR SANFORD, FL 32773 Historic District: Yes NoFv(l
Parcel ID: 10-20-30-502-0000-0280 Residential Commercial
Type of Work: New 1ddition Alteration Repair Demo Change of Use Move
Description of Work` "CPLACE 4 WINDOWS NON/IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone:954-7924415x243 Fax:407-4728380
Name NEAL, CAROLYN D
Street: 155 WILDWOOD DR
Email: s laflale-ve s@fhaproducts.com
G&W rd N__(1*'
Property Owner Information
City, State Zip: SANFORD, FL 32773
Phone: CAL53
Resident of property? : OWNER
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST. Fax: 407-4728380
City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890
Architect/Engineer Information
Name: N/A Phone: N/A
Street: N/A Fax: N/A
City, St, Zip: N/A
Bonding Company:
Address: 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: 61 Edition (2017) Florida Building Code
Revised: January 1, 2018 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 there 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 of the property of the requirements of Florida 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 AFFIDAVIT: 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.
V"- o3 ti Aa, , t f
Signature of Owner/Agent Date S n ontractor/Agent Date
Name Print Cbntraltor/Aeent'sName
ZIP
State of Florida ate i e Notary -State of Florida Date
O`+
G \
Owner/Agent is Personally Known i <<,- Contractor/Agent is Personally Known tee
Produced ID Type of ID A ,0• Produced ID Type of ID
L
yG\O
QVOLIC *6C v\ rQ
Q
sue o " V
S FOR OFFICE USE ONLY
a
r'TTATE pFr
Permits Required: Building Electrical Mechanical Plumbing[]
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
g
3TAI
Gas Roof
Flood Zone:
of Stories:
Plumbing - # of Fixtures
of Heads Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
FIRE: BUILDING: c ' 1 ( - t4 -LZ
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:
an agent of: FL HOME
Luis Collazo and Mawrys Rodriguez
IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this
appointment for (check only one option):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
155 Wildwood Dr, Sanford, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name Wayne T. Burnett
State License Number: CGgq,6
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF !c,4_n e l
The foregoing instrument was acknowledged before me this day of ,
20 1 , by t u_11m AtA,1-A who isPpersonally known to me or
who has produced/' as identification
and who id (did not) take an oath.
i(// ice•-
Si otary Print or type Notary name
Paul Norman
Notary PubCtcIPU&
j Stag of Florida
ire$ 311012020
of a
My
C°mmiss Commn t4 FF 97WI Notary
Public - State ofL Commission
No. My
Commission Expires:
SCPA Parcel View: 10-20-30-502-0000-0280 Page 1 of 2
Property Record Card
Parcel: 10-20-30-502-0000-0280-0280
se o o cco fi rv, rX,n, Property Address: 155 WILDWOOD DR SANFORD, FL 32773
Value Summary
2019 Working 2018 Certified
Values Values
Valuation Method Cost/Market I Cost/Market
Number of Buildings
t - -
Depreciated Bldg Value t$103,507 98,776
Depreciated EXFT Value
Land Value (Market) 32 000 32,000
Land Value Ag
tJust/Market Value " 135,507 t$130,776
Portability Adj 1 _
Save Our Homes Adj 48,187 f $45,252
Amendment 1 Adj 0 — 0
P&G Adj 0— I $0
Assessed Value I $87,320 t$85,524
Tax Amount without SOH: $0.00
2018 Tax Bill Amount $0.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOT 28
RAMBLEWOOD
PB23PGS7&8
Taxes
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 1I2/1/2004 05207 1868 i $122,000 I Yes Improved
WARRANTY DEED 1/1/2002 04307 0324 96,500 Yes i Improved
FINAL JUDGEMENT 1 7/1/2001 04138 i 1826
t
100 : No Improved
WARRANTY DEED 8/1/1980 01290 1361 51,400 }Yes Improved
WARRANTY DEED 5/1/1980 01280 0316 100 No Vacant
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT 0.00 ; 0.00 1 1 1 $32,000.00 , $32,000
Building Information
s 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 E 1980 6 3 2.0 , 1,3631,971 1,533 CONC $103,507 $127,002 FAMILY
I BLOCK ! Description
I Area GARAGE
418.00 FINISHEDENCLOSED
PORCH
170.00 FINISHED
OPEN
PORCH I 20.00 FINISHEDhttp://
parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=10203050200000280 10/22/2018
REQUMD MPECT
11" Mmr M Descript
Footer S4fbacic
Sfemwall
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Lintel/ Tie - Beam /Fill /Dovm Ceff
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1,Drywa:ll / ST eetrocic
Lath Inspec,ioh
Final Solar I
Final Roof
Final Stucco- /,'Siding
Insulation Final
Final Utility; Building -
Final Door
Final window
Final Screen'.Room
Final Pool Sicreen Enclosure.
Mobile Home Building - Final
Pre -Demo
Final Demo.
Final Single Ok=-*b,. Resfidence,
ina 9Final. (Other)
Addireffs:
1=2e'cflon Descid2WOIM
Electric• Underground
Footeif Slab Steel Bond
I Electric Rough
T.U.G.
1-1 Pre -Power Final
Electric Final
Mar. Tus don Descld2donpe-0
I I -Plumbing Underground
Plumbing Sewer
Plumbing Tub, Set..
Plumbing. Final
Max limspechon D-escF ti
MeZa cal Rough
M = ech. "calTinal
min ax fl-On
Gas -Underground -
Gas Rough
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Grant Maloy, Clerk Of The ,Circuit Court & Comptroller Seminole County, FLInst#2018127093 Book:9245 Page:101; (1 PAGES) RCD: 1117/2018 9:50:03 AM REC FEE $
10.00 THIS INSTRUMENT
PREPARED BY: Name: BARBARA
ESPARZA Address: FLORIDA
HOME IMPROVEMENT ASSOC. 8034 SUNPORT
DR. #401. ORLANDO. FL. 328 NOTICE OF
COMMENCEMENT State of
Florida County of
Seminole Permit Number:
Parcel ID Number. 10-20-30-502-0000-0280 The undersigned
hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713.
Florida Statutes, the following information is provided In this Notice of Commencement. DESCRIPTION OF
PROPERTY: (Legal description of the propertyand street address if available) LOT 28
RAMBLEWOOD PB 23 PGS 7 & 8 155 WILDWOOD
DR SANFORD, FL 32773 GENERAL DESCRIPTION
OF IMPROVEMENT: WINDOWS OWNER
INFORMATION:
Name: NEAL
CAROLYN D Address: 155
WILDWOOD DR SANFORD, FL 32773 Fee Simple
Title Holder (if other than owner) Name: N/A Address:' NIA
CONTRACTOR: Name:
FLORIDA
HOME IMPROVEMENT ASSOC. Address: 3044
SW 42 ST. HOLLYWOOD, FL. 33312 Persons within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1)(b), Florida Statutes. . Name: N/
A Address: N/
A In addition
to himself, Owner Designates N/A of To receive
a copy of the Lienor'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
is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 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
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties
of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the
b t `of my knowledge and belief. l J
C
lA l 'Cc l h t /)" I .A N e w Florida Statute713.
13(1)(g):' 1:be owner mustsign the notice of commencement and no one else may be permitted to sign in his or her stead.' State of V
County of Se1A t&,4A ` — q The foregoing
Instrument
was acknowledged before me this ` day of \" Q 20 l by l SaM\!
Jb^ lv ` Who Is personally known to map" flame of person
making statement OR who has
produced iftolfNerffig type- of identification produced: o- P v
pt" Notary Public State of Florida
c. , - ,i,l ,, '
HoFf e=IV1'y Commission Expires31101 Notary Signature mmission No. FF
97 A 010 Date..,._
RECORD COPY
City of Sanford
Building and Fire Prevention
Product Approval Specification Form
gU1771 c
Permit # #
1
8" 4 4 6 9 Project
Location Address 155 Wildwood Sq/
yFO,,,® ORD.
FL 32771 As
required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information
and product approval number(s) on the building components listed below if they are to be utilized
on the construction project for which you are applying for a building permit. We recommend that you
contact your local product supplier should you not know the product approval number for any of the applicable
listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance
with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval
can be obtained at www.floridabuilding.org. The
following information must be available on the jobsite for inspections: 1.
This entire product approval form 2.
A copy of the manufacturer's installation details and requirements for each product. Category/
Subcategory Manufacturer Product Description
Florida
Approval # include
decimal) 1.
Exterior Doors Swinging
T Sliding
R CODE COMPLIANCE A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Sectional
LICENSE TO PROCEED WITHcNOT AS FAi
TFR Roll
Up PLAN6 EXAMINER ASIDE ANY OF THE PROVISIO S OF THE TECHNICAL Automatic
NOR JPREVENT Other
REQUIRING A CORRECTION DF ERRORS IN PLANS, 2.
Windows CONS 1RUC I ION OR VIOLA I IONS OF I HIS CODE Single
Hun Horizontal
Slider CWS 8200 F L4 92.2/FL16736.1 Casement
Double
Hun Fixed
Awning
Pass
Through Projected
Mullions
Wind
Breaker Dual
Action Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
r
ILMAWVIAM SHEEL__j
PTV)
17012-7/201E
MYMII*7;733=
I Neal 1 764853 1 Single Fam I 1 1 12 1 Carlos I
Florida Building Code Online Page 1 of 2
6C1S Home Log In ( use, Registration Hot Topics Submit Surcharge ; Stats & Facts ( Publications FBC Staff BCIS Site Map Links ( Search
ab S "'°
Product Approval
i qE USER: Public User
v
Product Aonroval Menu > Product ar Application Search Application List > Application Detail
Jet'r,s FL. # FL16736-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352)368-6922 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 Mohteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352)368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional. Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
E/J- Validation Checklist - Hardcopy Received
FL16736 R2 COI EvalRenort871C.pdf
Standard
AAMA/ WDMA/CSA/ 101/ I. S.2/A440- 08
ASTM E1886-05
ASTM E1996-09
PA/TAS 201/202/203
Year
2008
2005
2009
1994
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu8obl%2fIZm... 12/14/201.7
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
Model, Number or Name Description
16736.1 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 74" x 63", XO or
OX.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16736 R2 11 CWS-871C.adf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party`. Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 74" x 63", DP +/- 60 psf. Outer lite in FL16736 R2 AE EvalRe ort871C. df
I.G. must be safety glazed when used above 30 ft. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
16736.2 HS-8200 PVC Horizontal Slider HS-8200 PVC Horizontal Slider, IMPACT, 111" x 63", XOX.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL16736 R2 11 CWS-869C.Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, 111" x 63", OP +/- 60 psf. Outer lite FL16736 R2 AE EvalRenort869C.odf
in I.G. must be safety glazed when used above 30 ft. in Created by Independent Third Party: Yes
HVHZ. Glass complies to ASTM E1300-04.
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Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013. State of Florida.:: Privacy Statement is 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
electronicmail to this entity. Instead, contact the office by phone orby traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455,-F.S. must provide the Department with an email address if
they have one. The emalls providedmay be used for official communicationwith the licensee. However email addressesare public record. If you do not wishto
supply a personal address, please provide the Department with an email address which can he made available to the public. To determine ifyou are a licensee under
Chapter 455, F.S., please click here .
Product Appr ovajl Accepts:
Creditf
Safe
ems... EsBE *Af4 sy3. 01
littp://www.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEV XQwtDqu8obl%2fIZm... l 2/ l 4/2017
T T—TRNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report 871C
August 29, 2017
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact (HVHZ), XO
or OX 74"x63" unit size with design pressures of +/-60 ps`f (Fin or Flange window)
Manufacturer: Custom Window Systems, Inc. 1900 SW 44t° 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 ofthe 6th
Edition (20..17) 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-871C, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3887-1, -1A, -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/O5, ASTM E 1996 '`04/06/09, and. AAMA/WDMA/CSA
101/I.S.2/A440 `08
4) Supplemental Calculations to support CWS-871 C, signed and sealed by Lucas A. Turner; P.E.
Installation: Units must be installed according to approval document CWS-871C.
Limitations of Use: This product:
May be used up to the sizes and daylight openings indicated in CWS-871 C
a Achieves design pressures of +/-60 psf
Is Large Missile impact resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
o 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 1 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.
WIt1121jjr'.
Lucas
r
Turner
2017-08-30
16:09+20:00 sr,Y of ,'+ iv 8/29/2017
o.R 'N a
r''•Si0NA
Lucas A. Turner P.E.
4 ;,''+ FL PE #58201
64MA
FL, HE
HORIZONTAL SLIDER -LARGE MISSILE IMP.
75. 114" MAX. OVERALL FLANGE WIDTH
74" MAX. UNITWIDTH
33" GLASS DLO-y
I
I
I
I
1/4"
X. NGE B
IGHT 1
I
63"
1
1 I
1
1
MAX.
UNIT
HEIGHT O
I i
58 13116"
1
1 I I
I
i
GLASS I
1
1
DLO
1
1
Ci
i
I
1
4.
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...........1
SECTION VIEWS & GLAZING DETAILS....2
EXTRUSIONS & B.O.M...............................3
ANCHOR SCHEDULE & NOTES................4
INSTALLATION DETAILS ...........................5
C ff5_ as cusso__
36 S/16" MAX. SASH WIDTH
I
B
59 9/16•
MAXSASH
HEIGHT
I5
B
5
C
5
D
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMSTOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENTEDITIONINCLUDINGTHEHIGHVELOCITYHURRICANEZONE (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. W WW.CWS.CC 2.
GLAZING OPTIONS: (SEE SHEET 2) 3.
CONFIGURATIONS: "OX". "XO". 4.
DESIGN PRESSURE. RATING: NEGATIVE
DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-04e01109. POSITIVE
DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION
TEST PRESSURE AND GLASS TABLES ASTM
E-1300-04e01/09. 5.
ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. SEE SHEET 5 FOR ANCHOR DETAILS.
WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS. 6.
PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
THE IMPACT ROTARY LOCKS ARE INTENDED TO BE LEFT UNLATCHED
DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST
BE ENGAGED PRIOR TOEXPOSURE TO HURRICANE. WINDS AND FLYING
DEBRIS. 7.
ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED
AT FIXED MEETING RAIL AND'HEAD/SILL. 8.
SERIES:/MODEL DESIGNATION'.HS-8200. 9.
THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X=
OPERABLE SASH, O = FIXED SASH 10.
SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION.
11.
EXTERNAL WEEP SLOT= 1/4" x 1" LOCATED 4" FROM BOTH ENDS. MAX.
UNIT SIZE DESIGN PRESSURE RATING 7 IMPACT RATING 74"
x 63" 7- 60 PS LARGE MISSILE IMPACT LucasTurne
r
2017-
09-22 13:
58-04:00 8200
PVC I-
IORZ. SLIDER IMPACT
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LUCAS A.
TURNER, P.E. FL PE #
58201 1239JABARA AVE.
NORTH PORT,
FL 34288 PH. 941-
380-1574 GENERAL NOTES
AND ELEVATIONS ADE
10/
10/13 IG#: REW
CWS-871
C ALE: SHEET
1:15
1 OF 5
67
INTERIOR.
e 30 z SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
11 1 18 1 1 3 6 WWW.CWS.CC
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HEAD IMPACT HOOK (TYP.)
SASH4MIDSPANOF
ITEMS 35 & 36) 7/8" OVERALL O = ; ¢
ip ; STATE OF
1/8" ANNEALED or TEMPERED 4tnSF(OR IOG\2. 7/16" AIRSPACE hLS+0NA Via••• INTERIOR
1 5116" LAMI
1/8" ANNEALED
ROTARY LOCK (TYP.)
ONLY ENGAGED PRIOR JM DUPONT PVS INTERLAYER y
43 TO HURRICANE FORCE WNDS.
LOCATED AT THIRD POINTS VB" ANNEALED
i-
4 I V I (ITEM27) 9/2212017
19 I /\ 43
LUCAS A. TURNER, P.E. 3
n13 slv FLEx 552E
22 `f FL PE # 58201
1 IJ 41 1239 JABARA AVE.
34 NORTH PORT, FL 34288
PH.941-380-1574
1 I 16 SHEET OESCRIP1bN:
1/2" GLASS SITE
0 0 3 SECTION VIEWS AND
4
OUANEX DURASEAL GLAZING DETAIL
IG SPACER DRAWN DATE:
SECTION A -A HEAD IMPACT HOOK AND IDEAD 10/10/13JAMBROTARYLOCKLOCATIONSDWGll: REV.: 1:20 GLASS TYPE ASECTIONC-C 1:1 CWS-871 C
ALTERNATE FIN FRAME SCALE: SHEET
SETTING BLOCKS PER FBC 2411.3.31 1:2 2 OF 5
PARTS LIST
2 H-1699 lReint S.B.R./S.S.R,
3 H-1836 IMeet. Rail, Fxd.
4 H-6052 Sash Top/Bot. Rall
5 H-6048 Main Fr., SH, w/ Fin.. PVC
6 H-6050 Sash Meet. Rail, PVC
7 H-6051 Sash Side Rail, PVC
8 H-6049 Main Fr.. SH, w/Fig., PVC
9 P-3029 Screen Pull Tab
10 P-3033 Screen Spring, SS
11 P-3113 Screw Support, PVC
12 P-3218 Screen Frame
13 P-3228 Screen Spline, .155 Dia., Elk.
14 P-4754 Screen Frame Comer Key
15 P-3342 Seam Sealer, SM5504
16 P-3352 Set. Elk., 85 Dur.. 1/W x 5/8" x
17 P-3429 Wstp., 0.27.0 x .187 back FInS
18 P-3539 8 x 3/4" Square TEK 2 Zinc
19 P-4730 8 x 112" Truss PH TEK 2 Zinc
20 P-3752 Cap Plug, 112"-Hole
21
P-3783 or
P5250 Spring Lock, Impact, PVC
22 P4779 Roller, Tandem
23 P-4051 98 x 1 114 Ph FH lEK, W ht.
24 P-4069 Keeper, Impact. PVC
25 P-4479 Weep Cover wlFlap
26 P-4638 8 x 2 1/2 Ph Truss SMS
27 P-4958 Rotary Lock
28 P4952 Keeper, Rotary Lock
29 P4959 Wstp., 0.420 x .187 back FInS
30 P:4633 Ba rel Fastener
31 5-1112 Reinforcement, Head
S-1999 Frame Hook, Head, Impact
S-2000 Panel Catch, Head, Impact
S-6005 Anti Lift
S-6013 Scm. Adapt., w/ Nib, PVC
S-6014 Scm. Adapt., PVC
S-6063 Fixed Rail Cover
5-6064 Glazing Bead
GLASS SEE SHEET2
VCNUVK MAICKIAL 31/8' '•1KeymarkAlum •7—j1jjF 1 112
Keymark Alum j 3
5
Keymark Alum
Mikron PVC 211116" 1/16' 39116" p
1f16"
2118" 1116"
Mikron PVC
Mikron PVC 11.
Mikron PVC j-"-1"
Mikron PVC PVC FRAME FLANGE-6049 FIXED RAIL - 1836
Summit PVC. FRAME FIN-6048
Hurley 1 15l16" 1 3/16"
Team Plastic Rubber 6
Ailmetal RollForm r 7
4 40
Dap¢ 1518" 15I/6' 15I8' 15lt6"
Alimetal Nylon 1116' L 1116" q 1ti6"
tlt6"
Schnee Silicone I
FmnkLowe Rubber PVC SASH MTG. RAIL-6050 PVC SASHSIDE RAIL-6051 PVC SASH TOPIBTM RAIL-6052 PVC FIXED RAIL COVER - 606
Ultrafab
Fastenal Steel 5/8"
Fastenal Steel 0 3/16"
Interlock
M&M Nylon
Fastenal Steel
Interlock
M&M Nylon
Ajax Steel
Sullivan Zinc.
Sullivan Zinc
Ultrafab
Fastenal Steel
Keymark Alum
Keymark Alum
arkKeymAlum Keymark
Alum Mikron
Mikron
Mikmn
CARDINAL
Henkel./
Sika PVC
PVC
e •
0 SASH
MTG. RAIL-1497 3
314" l+ PLAN
VIEW-1999 HEAD IMPACT HOOK- 1999 S.
S.RJS.S.R. - 1498 0
3116" O
6"
I T
5L
i116" PLAN
VIEW-2000 PANEL IMPACT CATCH -2000 31s"
SCREW
SUPPORT-3113 33
E ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. CORNER
CONSTRUCTION CORNER
WELD ALL
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8 1
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TOGETHER WITH OUTERFRAME
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PVC ANTI -
LIFT - 6005 1900 SW
44TH AVE, OCALA, FLORIDA
34474 V WW.
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STATEOF ff7f rt
li1111` zz- 9/
22J2017
LUCAS A.
TURNER, P.E. FL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH.941-
360-1574 SOM AND
EXTRUSIONS ADE 10/
10/13 YG.N:
REV.: CWS-871
C A a
SHEET 12 3OF5
12112" k
6" MAX.
6" MAX.
INSTALLATION
ANCHOR (TYP.)
17" MA)
TYI
4" MAX. (TYP.)--_1 1--8" MAX O.C. RYP.I
4" .MAX. (TYF
8" MAX. O.C.
TYP;)
ANCHOR LAYOUT -(FIN)
WINDOW SY5TEMS
1900 SW 44TH.AVE.
OCALA, FLORIDA 34474
OTE2 WWW.CWS.CC
8200 PVC
INSTALLATION HORZ. SLIDER
ANCHOR (TYP.) IMPACT
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 5.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH CORROSION RESISTANTMATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE
PROTECTED TO PREVENT REACTION. ' 5.
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS .INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED
IN TABLE 1, SHEET S. 6.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE. BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS. IF USED. INTO SUBSTRATE. INSTALLATIONS
TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REOURE 1X WOOD BUCKS 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: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8.
WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES
SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 5. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERSFOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/
AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMANVDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) Z ?
y Q Z : EWOaWOp W IIIZ.
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FGpyct`.. No58201
V. STATE
OF F`••OR10. .
SS7dNAii)NG+` z:;7
9/2212017
LUCAS A. TURNER, P.E.
FL PE # 58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH.
941-380-1574 ANCHOR
SCHEDULE AND NOTES ADE
10/10/13
G#:
REV.: CWS-871 C
A SHEET
1:20 4OF5
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER SEALANT -
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND -
FLANGE BYINSTALLERS
INSTALLATION ANCHOR
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
I SEE TABLE 1
MIN. EMBEDME
SEE TABLE 1
IC=
1/4" MAX.. SHIM
1/4" MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER D
PERIMETER SEALANT MIN. EMBEDMEN
BYINSTALLER SEETABLEINSIDEANDOUTr1AI
SUBSTRATE BY OTHERS J ' I I e I I
SEE TABLE 1 MIN. EDGE DIST.
SEE TABLE T
q VERTICAL SECTION
6 TYPICAL SILO ANCHORAGE
INSTALLATION
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
114" MAX. SHIM -
BY OTHERS
SEETABLE 1
IN. DIST.
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE; BY INSTALLER
g HORIZONTAL SECTION
5 7YPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE CONCRE 2 0 1-112" 1-1/8"
GE HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3/15" ITW TAPCON 1"
FLANGE
FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2"
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 3116' fTW TAPCON
OR ELCO ULTRACON 1 318" 718„
FLANGE 2X MIN. SOUTHERN PINE (G=0.55) 410 WOOD SCREW 1-318" 7/8"
FLANGE
16 GAUGE (0.060") MIN. STEEL STUD
33 KSI YIELD MIN)
910-16 HILTI KWIK-FLEX OR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
FLANGE 118" ALUM. (6063-T5 MIN.) OR
118" STEEL (33 KSI MIN.)
910-GRADE 5 SELF -TAPPING /
DRILLING SCREW
FULL THREAD
THRU 0.125" 7/16
FIN 2X MIN. SOUTHERN PINE (G=0.55) 48 WOOD SCREW 1-112" 112"
WINDOW SYSTEMS k J
S
Mib:
BSTRATE
OTHERS 1900SW44TH AVE,
ETABLE 1 OCALA, FLORIDA 34474
1 WWW.CWS.CC
8200 PVC
HORZ. SLIDER
EMBEDMENT IMPACTE
S Z¢
IMETER SEALANT Z W,Op SWOWSTALLER
DE AND OUT WO ZOZ Wk !- Q Tn } O X 3 m_ 3INSTALLATIONANCHORZ o_ Z M 2 Q~ ctSEETABLE1O
0 O h O V OzILSEALANTBEHIND
FIN. BY Z t~!1 Z F j NU' : INSTALLER ZQ O ] U - ZCHORIZONTALSECTIONH u. 2 0 0- Zr5TYPICALFINANCHORAGE
HEAOAND SILL SIMILAR FOR FININSTALLATION F
dO F 1- Z- m K > j O TnONcow
EL
W 0 J n hacif0co
2
F:d W w Naa
7'
9/22/2017F///NORTH
LUCAS A. TURNER, P.E.
FL PE # 58201
PERIMETER SEALANT 1239 JABARA AVE.
BY INSTALLER PORT, FL 34286
INSIDE AND OUT PH. 941-380-1574p1HORIZONTALSECTION.
5 BOX FRAME INSTALLATION SHEET DESCRIPTION:
HEADAND SILL SIMILAR FOR BOX INSTALLATION
INSTALLATION DETAILS
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN SY DATE:
ADE 10/10/13
MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: REV.:
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-871 C
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS
SHOWN FOR FLANGEWINDOWS. SCALE SHEET
1:2 5 OF 5
1/4/2018 Florida Building Code Online
ors
BCIS Home 1 Log In k User Registration 'Hot Topics ; Submit .Surcharge Stats & Facts Publications FBC Staff BCIS Site Map i Links i Search
F;odda
j Product Approval
t i ' USER`. Public Usera'
Product Approval Menu > Product or Apnlication Search > Application List > Application Detail
FL # FL4092-R8
s5 e.. ,,.Y'n..rw i=.huXVaask. Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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 Ext 291
jlathrop@cws.cc
Quality Assurance Representative Arturo Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala, FL 34474
352)368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method
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
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Lucas A. Turner
PE-S8201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL4092 R8 COI EvalReport223E.pdf
Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA lol/I.S.2/A440-08 2008
PA TAS 202 1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931°/p2b4g5faOOzM2M4GTnBAwwDnjlGdiop/o3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Snmmnm of PrndttcM
FL # —1 Model, Number or Name Description
4092.1
v
HS-8200 8200 Vinyl Flange and Fin Horizontal Sliding Window
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL4092 R8 II CWS-340E.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, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReport340E.pdf
5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes
04.
I
4092.2 HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window —
Limits of Use - Installation Instructions
Approved for use in HVHZ: No FL4092 R8 II CWS-223E.adf
Approved for use outside HVHZ: Yes Verified By:. Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReDOrt223E.pdf
DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent. Third Party: Yes
4092— HS-8200 HS-8200 PVC Horizontal Slider, OX or XO.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL4092 R8 II CWS-486C.pdf
I Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
I 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 EvalRel)ort486C.pdf
See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes
with ASTM E1300-04.
Contact Us 2601 Blair stone Road Tallahassee FL 32399 Phone:. 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request; do not send electronicmailtothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please.contact 850.487.1395. =Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide theDepartmentwith an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.; please
click here . Product
Approval Accepts: Ka
Credit
Card Safe
http://
www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29779
Evaluation Report — CWS-223E
September 7, 201.7
Product Description: Series 8200 PVC Horizontal Slider Window, Non. Impact, 72" x, 72" unit
size XO or OX
Manufacturer: Custom Window Systems, Inc. 1900 SW 44'h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
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.
Technical Documentation:
1) This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL
2) Approval drawing CWS-223E, signed and sealed by Lucas A. Turner, P.E.
3) Test Report NCTL-210-3870-1 and -IA, 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-223E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-223E.
Limitations of Use: This product:
May be used in OX or XO configuration in sizes up to 72" x 72" unit size, with max.
glass daylight widths as shown in CWS-223E
Achieves design pressures as indicated in comparative analysis tables in CWS-223E
Is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
Requires glazing as shown in CWS-223E
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-223E
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing_
products for which this report is being issued. I do not 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.
4tt+tl tillfflffpiOR
Lucas No 58201
Turner
9/07/2017
d .Lucas A. Turner, P.E. 2017-09-16 ff
STATE OF FL PE #58201
09:23+20:00 Al 4 0 • ,
ORIZONTAL SLIDER - NON-
73
FLHE
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS-_1
DP CHART & GLAZING DETAILS........2
SECTION VIEWS & ALT. FRAME 3
EXTRUSIONS & B.O.M ....... .. 4
ANCHOR SCHEDULE & NOTES .......5
INSTALLATION DETAILS.....................6
GENERAL NOTES: ozooCL®Ul - 1. THE PRODUCTSHOWN HEREIN IS- DESIGNEDrAND MANUFACTURED iWINDOW
TOCOMPLY WITH THE FLORIDA BUILDING CODE (FBC),CURRENT EDITION.
1900SW 44TH AVE, OCALA, FLORIDA 34474 2.
GLAZING OPTIONS: (SEE SHEET 2) www'CWS,CC 8200
PVC 3.
CONFIGURATIONS: "OX".."XO". 4.
DESIGNPRESSURE RATING (SEE SHEET .2): WORZ. SLIDER NEGATIVE DESIGNLOADSBASEDON, TESTED PRESSURE AND I GLASS TABLES
ASTM E-1300-04e01/09. NON -IMPACT POSITIVE-DESIGNLOADSBASEDON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES a Z
3 < Z 3 ASTM E-1300-04e01/09. 5. ANCHORAGE:
THE 33 113% STRESS INCREASE HAS NOT BEEN USED z p w 0 ¢ w, 0 w -jo
IN THE DESIGN
OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR FACTOR w 0
Z
o
z_
w Z O
W 3 m DETAILS. WINDLOAD DURATIONCd=1.6 WAS USED FOR WOOD F ANCHOR CALCULATIONS. Z
Z= 2< W w O 6. NOT APPROVED
FOR IMPACT RESISTANCE. IMPACT PROTECTIVE 0 za Z V)iZO` SYSTEM ISREQUIREDINWIND-BORNE DEBRIS REGION, zO U: pj U — 7, ALL FRAMES
AND VENTS FULLY WELDED, SMALL JOINT SEAM SEALANT owOp O USED AT FIXED MEETING
RAIL AND JAMB. vi O w OOEw(nW8. SERIES /.MODEL DESIGNATION`
HS-.8200. a Z = w JO ),m 9. THE DESIGNATION X
AND 0 STAND FOR THE FOLLOWING: 0 a wr0. CLM
d
w
3: w
X = OPERABLE. SASH, O = FIXED SASH S'NOREtq 10. SECTION
CALLOUTS APPLYTOALLELEVATIONSINASIMILARLOCATION. C E N
w VP:4 SF•.'P'' 11. EXTERNAL WEEP SLOT =
1/4" x 1" LOCATED 4" FROM BOTH ENDS. r.Q. v f No 58201CZZLpSTATEOF :
ULucas o Turner s,
S ONAt
rG p 2017-09=16 07:
28+20:00
X MAX. UNIT SIZE
DESIGN
PRESSURE RATING IMPACT RATING 72„ x 72" SEE
COMPARATIVE ANALYSIS NONE CHART, SHEET 2 LUCAStA. TURNER, P.E.
FL PE # 58201 1239
JASARA AVE. NORTH
PORT, FL34288 PH.
941-380-1574
GENERAL NOTES AND ELEVATIONS
AWNI DATE: ADE
09112/
07 1G .
IREV, CWS-223
E ALE:
SHEET 1:1.
4..29
1 OF 6
Equal Split OXorXO Design Pressures (PSF)
Unit
Height Glass
Un&Width (in,)
in.) Type 351/2 391/2 431/2 471/2 511/2 55.1/2 591/2 631/2 671/2 72
2
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0] -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.0
35 1 B. C. D 60.0/-60,0 60.0./-60.0 60.01-60.0 60.0/.-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4J-51A 45.5/-45.5 40.0
2 A 60.0 / -60.0 0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58,6 51.4 J-51.4 45.5 / -45.5 40.0391
B, C, D 60,0 / -60.0 60.0 / -60,0 60.0 / -60.0 0 / -60,0 60.0 / -60.0 60,0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5/ -45;5 40.0
A 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51A/-51A 45.5/-45.5 40.0431/2
B. C. D 60.0 / -60.0 60.0 / -60.0 1 +60.0,/ -60.0 60.0 / -60.0 60.0 / -60.0 1 +60.0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 40.0
A 60 0 / -60 0 60 0 / -60 0 60,0/ -60.0 60.0 / -60.0 60.0 / -60.0 60,0 / -60.0 58.6 / -58.6 51.4 / -51.4 45.5 / -45.5 1 +40.047112
B, C, D 60.0/-60.0 60,0/ -60.0 60.0/-60.0 6D.O/-60.0 60.0/-60.0 60.0/-60.0 58,6/'-58.6 51.4/-51.4 45.5/-45.5
A 60.0/-60.0 60.0/-60:0 60W-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/'-58.6 51.4/-51.4 45.5/-45.5511/2
8, C. D 60.0 .60.0 60,0/-%0c 60.0/-60.0 6D.0/-60.0 60.0/-60.0 60.0/-60.0 M6/-58.6 51.4/-51.4 45.5/-45.5
A 60.0/ -60.0 60:0 / -60 0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.01.60.0 58.6 / -58.6 51.4 / -51.4 45.5/.45.555112
B. C, D 60.0 / -60.0 60,0 / -60.0 - 60.0./ -60.0 60.0./ -60.0 60.0 /-60.0 60.0 /'-60.0 58.6 / -58.6 51.41-51A 45.5 / -45.5
A 60.0/-60.0 60.0/-60,0 60.0/-60.0 60.0/-60.0 60.0/-60.0' 60.0/-,60.0 58.6,/-58.6 51.4/-51.4 45.5 -45.5591/2
e, C, D 600/r60.0 60.0/ -60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/ -60.0 58.6 -58.6 51.4/-51.4 45.5 -45.5
A 60.0/-60.0 60.0/-60.0 600/-60.0 60.0/-60.0 55.8/-55.8 54.8/-54.8 53.8'/-53.8 51.4J-51.4 45.5 -45.5631/2
8, C, D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 59.7/-59.7 56.5/-56.5 53.8J-53.8 51:4/-51.4 45.5/-45.5
A 60.0 -60.0 60.0/-60.0 60.0/•60.0 56.6/-56.6 51.8/-51.8 50.2/-50.2 49.7/-49.7 47.4/-47.4 45.5/-45.5
671/2 B,. C, D 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.9 / -58.9 55.3 / -55.3 52.3 / -52.3 49.7 / -49.7 47.4-./ -47.4 45.5 / -45.5'
A 60,0J-60.0 60-0J-60.054.2 48.4/-48.4 45.9/-45.9 45.6J-45.6 43.6/-43.6 41.8/-41.812
B, C. D 60.0/-60.0 1 +60.0/-60.0 1 +585/-58.5 54.5/-54.5 51.1/-51.1_ 48.2/-48.2 45.8'/-45.8 43.6/-43.6 t41.8J-41.8
718" OVERALL
1/8" ANNEALED
5/8" AIRSPACE
1/6" ANNEALED
41 SIKAFLEX552 ORPURFECTGLAZE'"H`
112" GLASS SITE
GLASS TYPEA
NOTE'. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE
718" OVERALL
3116". ANNEALED
112" AIRSPACE
3/16" ANNEALED
o SIKAFLEX 552 ORPURFECTGLAZE "H"
1/2- GLASS BITE
GLASS TYPE B
40.0
7/8" OVERALL
1/8" TEMPERED.
518' AIRSPACE
118" TEMPERED
SIKAFLEX 552 OR24pURFECTGLAZE"H"
r I
1/2" GLASS'81TE
GLASS TYPE C
718" OVERALL
3/16" TEMPERED
1/2- AIRSPACE
3116" TEMPERED
SIKAFLEX552 OR
PURFECT GLAZE'H"
112" GLASS BITE
GLASS TYPE D
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
Wb'VW.CWS.GG
8200 PVC
HORZ. SLIDER
NON -IMPACT
a z 3 <z3
I- wo QH 0wzOZwI--.ZIw--..
o Q n 0M m
mow ZI-3g.= 0 ol=-p_<wwD 0c c 0Vzal=-,c~na
Z O z jU nP-z 200wZ
2 >. I_ 1 -.Z N
w OOwwoowwowow
w O aZ6:
a r= a Ir
PplOR .... .O
J N.o o82D1 "•:o
S 90 STATE OF
SS7011A;
X2
9/07/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239JABARA AVE.
NORTH PORT, R 34288
PH:.941-380-1574
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
DRAWN BY: DATE
AIDE 09112/07
DWG#: IREV.:
CWS-223 ? E
scALE: SHEET
1:1 20F6
INTERIOR
SECTION VIEW A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
22, 30-31
INTERIOR
SECTION VIEW B-8
NOTE: FIXED LITE AT HEAD
AND SILL 15 SIMILAR.
SECTION VIEW C-C
ALTERNATE FIN' FRAME
1900 SW 44TH AVE.
OCA LA, FLORIDA 34474
www.cws.cc
8200 PVC
HORZ, SLIDER
NON -IMPACT
z 3 az':
I-owo owoo
Z W J O0zOzO >
0x.: O
Of=-Oa1W O OUUyF'z Il tj d _ _ Q
ZU ZO U. z
Oo.
pw w z
a 0 0 00w0' r_ L>_ a = a
ca J`+P SORE4V
LTG '+. 5 53 STATEOF
uf: Y_ 9/07/
2017
LUCAS A. TURNER,
P.E. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH. 941-380-
1574 AIDE 1 09/
12/07 GWS-223 I
E 1:2 1
3 OF 6
28 1 Fixed ISEE SI
29 1 Sash SEE Si
30 P-3261 Spacer
33 P-3218 Screen
3<1 P-3321 Screen
35 P-3581 Screen
36 P-3226 Screen
37 P-3029 Screen
38 P-3033 Screen
39 P-3113 Screw
40 3-6063 Fixed r
41 S-6005 Anti -lift
42 P-4638 #8 x 2
43 P-4959 Wstp..
r-23/16- -
T 4
1 18"
PVC SASH MTG. RAIL
H-6027
Interlock Zinc 31/8"
M&M Nylon ^
k- FinSeal, Gray Ultrafab - 7
keeper Fastenal Steel- 13N6'-}--y
titer Fastenal Steel
Wht.@lock Fastenal Steel
Schnee Silicone Vi6"
39/16"0
16/i
M&M Nylon
Flex 552 Henkel / Sika Silicone Viol,
x 7/8" x 2" Lg. FrankLowe Rubber I
el r_ 1'
PVC SASH TOP/BTM: RAILDP) H-6004
PVC FRAME FIN
H-6026
118"
I
1 518'
I -+il tn6•
PVC SASH SIDE RAIL
H-6028
1 1/2'-
2
2111,
t
FIXED.MTG RAIL
H-1836
CORNER CONSTRUCTION fC=OM
WINDOW SYSTEMS
1900'SW 44TH AVE.
OCALA, FLORIDA 34474
CORNER WELD
ALL SIDES)
1:8
WW W.CWS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
Q Z ¢ Z 34
0w0 -woowzOz0XZ.,_
zI-w zr-Luoxzx2¢tYwOp
FIXED MEETING RAIL
TOGETHER WITH OU O Cn Z 0- U) 0SCREWEDZ, OUTERFRAME
1:8
U rn3ZOZpcoz
rnerKey l Allmetal Nylon j'tvq"
7/16^
it
iit6""
J
ROLLER TRACK
S-1776
ti11/g-
2
t
I-1116"
HORZ`SCRN ADAPTOR
S-6013
t118"
5/t6"
1 1
r-1116'
VERT SCRN ADAPTOR
S-6014
314"
3/16'
T t116"
REINF.SBRISSR
S-149B'•
5!8"_;--{
REINF. SASH.MTG. RAIL
S;1497
x 16 Fiberglass
55 Dia., Blk. Dapa pmmit
S
Fla SprangVC
Team Plastic Rubber Mikron
PVC 9/
16" I --{II 31115,
778' T-Sw 39 Tl
i 6" -1— SCREWSUPPORT
PVC
FIXED RAIL COVER PVC GLAZEBEAD P-3113 S-
6063 S-6064 LINE
ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6'UNLESS 'OTHERWISE NOTED, 17. 31.32 aC)
Wpx-Gz zw
L'N U))0wcoUUj n
0 COw 00Lu0a.J:cc00: ofw3aPp14RE...
O
STATE OF 40 0NA
1
9/07/2017 UCAS
A. TURNER, P.E. FL
PE # 58201 rL11239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-360-1574 BOM
AND EXTRUSIONS RAWN
BY: DATE: AIDE
09112/07 WG.
q:; IREV: CWS-
223 E cALE:
SHEET it2
40F6
ANU; UN(N. MI
TYP.)
6" MAX. (TYP.)
6" MAX. (TYP.)
TIONTYP.)
20" MAX O.C.
TYP)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
3" MAX. (TYP.)
3- MAX. (TYP.)
6" MAX. D.C.
TYP.)
T£ 2
WINDOW SYSTEMS (1_—_
1900 SW44TH AVE.
OCALA. FLORIDA 34474
WWWCWS.CC
8200 PVC
HO.RZ. SLIDERINSTALLATION
ANCHOR (TYP.) NON -IMPACT
Q Z 7i aZoowo
w
0zozD:? tt
o Qcn3>o 3mzrW <
wwOoOOOpa¢WOOOml-Za oia
Z OODU) M -
Y Q .gxoz
cC 10 H H Z010O
00K>-Owacow
Z OJcnr- a mo
r Z w 3 W v) a r a a
2. SHIM AS RED AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE X
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
9/07/2017
3. ANCHOR TYPE, SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6.
LUCAS A. TURNER, P.E.
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 FL PE # 58201
BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT, FL 4286
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 1PH. 94t-380.574
SPECIFIED IN TABLE 1, SHEET 6. SHEET DESCRIPTION:
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE - 1X BUCKS ARE ANCHOR SCHEDULE AP
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:
6. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OFRECORDAND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 09/12/07 SUBSTRATES
SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS_AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG a: REV.: 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CW
S-223 E FMAIAAMA
100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS). FMAIAAMA/WOMA 300(EXTERIOR DOORS) SCALE: SHEET 1:
20 5 OF 6
MIN. EMBEDMENT —i-- TYPICAL. HEAD ANCHORAGE SEETABLE:1 BSUBSTRATEYOTHERSMIN.
EDGE DIST. 1/4' MAX. SHIM . SEE TABLE 1 SEE
TABLE f SUBSTRATE
BY OTHERS f SEE
TABLE t JJJ I MIN. EDGED PAIN.
EMBEDMENT SEE TABLES PERIMETER
SEALANT SEE TABLE:1 BYINSTALLER
INSTALLATION ANCHOR— — - INSIDE AND
OUT SEE TABLE Y f FLANGE
By
INSTALLER FLANGE BYINSTALLERIp ' L 114' .MAX. SHIM INSTALLATION SEE
TABLE
1 SEALANT BEHIND
i I
F114" MAX. SHIM FLANGE BY
INSTALLER 0 I PERIMETER
SEALANT
MIN. EMBEDMEN' BYINSTALLER i
SEE TABLET INS DE
AND OUT i I
SUBSTRATE BY
OTHERSI SEE TABLE
1 MIN. EDGE DIST. SEE TABLE
1 PERIMETER SEALANT
BY INSTALLER
INSIDE AND
OUT SEALANT BEHIND
FLANGE BY
INSTALLER. g HORIZONTAL
SECTION 6 TYPICAL
JAMB ANCHORAGE TABLE1:
APPROVED INSTALLATION FASTENERS FRAME TYPE
ISUBSTRATETYPE JANCHORTYPE MIN, EMBEDMENT MIN. EDGE DIST. FLANGE 1/
2" 1-1/8" FLANGE HOLLOW
OR GROUT -FILLEDCMU (117 PCF MIN.) 3/16"-ITW TAPCON 1"' FLANGE FLANGE
GROUT -
FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" - 2-112" FLANGE 2XMIN.
SOUTHERN. PINE (G=0.55). 31,16" ITNt TAPCON OR'ELCO
ULTRACON 1-318" 713" FLANGE 2X
MIN. SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1'-3/8"' 7/8" FLANGE 16
GAUGE (0.060") MIN. STEEL STUD 33 KSI
YIELD MIN) 910=16
HILTI.KW IK-FLEXORITW TEKS SELF -
DRILLING SCREW FULL THREAD.
THRU 0.
060" 7/16" FLANGE. 178-
ALUM. (
6063-T5 MIN.) OR 1118" STEEL (
33 KSI MIN.) 10 GRADE
5.SELF-TAPPING I DRILLING SCREW
FULL THREAD. -
THRU 0.
125" 7116" FIN 2XMIN,
SOUTHERN PINE(G=0.55) 198 MOOD SCREW 1=112" 112" MIN, EDGE
DIST. SUBSTRATE SEE TABLET
By OTHERS 1.900 SW 44TH AVE. SEE TABLE.
1 OCALA, FLORIDA34474 1/4"
MAX, SHIM—y 4NWW.CWS.CC rE 8200
PVC HORZ. SURER
DMENTNON-IMPACT
ETZ 3:
aZ0 SEALANT Z
p 4 W O n oE
INSTALL IY ERmZ O Z F- Lt.o
INSIDE AND OUT -C Q co j }ZZ O K 3 ¢] I INSTALLATIONANCHORZZ22dZWp0SEE TABLETOOI- OZQ=IL ,aSEALANT BEHINDoZNU) FIN BY
INSTALLER Z O U' U V7 U — r c.
1 HORIZONTAL SECTION _ a f- Z LL 2 p O, Z 6 TYPICAL
FIN ANCHORAGE X 2* O.- F H O— HEAD AND
SILL SIMILAR FOR FIN INSTALLATION < T '>- _.3 Zp N w OOKcnOWcnwUjLU
O. _U F_. a a:
CL 8. I _ I
ul 1
9/07/ 0 7 Q LUCAS
A. TURNER, P.E. FL PE #
58201 PERIMETER SEALANT
1239 JABARA.AVE, BY INSTALLER —
NORTH PORT; FL 34288 INSU ANDOUT \ V HORIZONTAL
SECTION, P H. 941-380-1574 L f
t46
BOXFRAME. INSTALLATIONSHEET DESCRIPTION: HEAD AND
SILL SIMILARFOR BOX INSTALLATIONINSTALLATION DETAILS
FLANGE REMOVAL
NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP TOANDINCLUDINGABOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 09/12/07 MIN. 114"
FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG tt: IREV,: INSIDE AND
OUT, FULL PERIMETER BY INSTALLER. CWS-223 E PRODUCT ANCHORAGEISINACCORDANCEWITHREQUIREMENTSASSHOWNFOR
FLANGE WINDOWS. S `E' SHEET 12 16OF6