HomeMy WebLinkAbout2621 Marshall Ave; 18-4049; WINDOWSt
SkNFORD
CIITYYOF
FIRE DEPARTMENT
SEP 2 6 2018
Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $ 13,058
Job Address: 2621 MARSHALL AVE SANFORD, FL 32773 Historic District: Yes Non
Parcel ID: 01-20-30-504-2800-0230 Residential Commercial
Type of Work: Ne Addition[] Alteration Repair Demo Change of Use Move
Description of Work: REPLACE 13 WINDOWS NON/IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone: 954-7924415x243
Name LEOPALDI, LINDA M
Fax: 407-4728380
Street: 2621 MARSHALL AVE
Email: -af- fhaprod ucts.com Aays-tA {
Property Owner
Information City, State
Zip: SANFORD, FL 32773 Phone: Y61' '
fjL - -71qc 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 Arch itect/
Eng1neer Information Name: N/
A Phone: N/A Street: N/
A Fax: N/A City, St,
Zip: N/A Bonding Company:
N/A 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: 6m 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 base 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 AF MAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable Laws
regulatin7,
C*0 'onseedzoning.
rt / e
Prmt Owner/ nt's Name 1 1'ri rrl's Name
lN l
o
of to of Florida Date nature o otary-State of Florida Date . fj
Owner/Agent it LZPersotlally Kno i Contractor/Agent is Personally Know e r
Produced ID Type of ID ° Produced ID Type of ID
A,y
Qv9Lc '
IS FOR OFFICE USE ONLY a
2 dTArE
Permits Required: Butfi°g n 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
APPROVALS: ZONING:
C- # u 1 i 4z i 0
Fire Alarm Permit: Yes No
UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: 'nl • 28 -
Revised January 1, 2018 Permit Application
I 11• .1 p 111011111
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
1 hereby name and appoint: LUIS COLLAZO AND MERCEDES COLLAZO
an agent of: FLORIDA HOME IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
2621 MARSHALL AVE SANFORD FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number: CGCO6189
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF /nnel The
foregoing instrument was acknowledged before me this Z day of-,-- , 200__
Z[, by WAYNE T. BURNETT who isypersonally known to
me or o who has produced as identification
and who did (did not) take a ath. Notary
Seal) Print
or type name Notary
Public - State ofCF Commission
No. My
Commission Expires: QVOUC ,
V
06 Rev.
08.12) a °a
SCPA Parcel View: 01-20-30-504-2800-0230 Page 1 of 2
enMnoPA6
Uho-OLc Oowwy. F4
Property Record Card
Parcel: 01-20-30-504-2800-0230
Property Address: 2621 MARSHALL AVE SANFORD, FL 32773-5018
Parcel Information
Parcel 01-20-30-504-2800-0230
Owner(s) EOPALDI, LINDA M
Property Address 2621 MARSHALL AVE SANFORD, FL 32773-5018
Mailing 2621 S MARSHALL AVE SANFORD, FL 32773-5018
Subdivision Name DREAMWOLD
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2003)
Lu
JY
r
4
Legal Description
LOTS 23 + 24 BILK 28
DREAMWOLD
PB4PG99
Taxes
Value Summary
2018 Working 2017 Certified
Values Values
Valuation Method CosUMarket
e—
CosUMarket
Number of Buildings 1 1
Depreciated Bldg Value 74,764
936
w
65,256
936 — Depreciated EXFT Value'--7
Land Value (Market) 25,000~ 20,000
Land Value Ag
Just/Market Value " 100,700 86,192
Portability Adj
Save Our Homes Adj i $23,281 10,365
Amendment 1 Adj
P&G Adj —__. 0
Assessed Value j $77,419 75,827
Tax Amount without SOH: $853.00
2017 Tax Bill Amount $656.00
Tax Estimator
Save Our Homes Savings: $197.00
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value I Exempt Values ! Taxable Value
County General Fund $17,419 $50,000 $27,419
Schools $77,419 $25,000 1 $52,419
City Sanford $77 419 1 $50,000 $27,419
SJWM(Saint Johns Water Management) $77,419 $50,000 $27,419
County Bonds $77,419 $50'000
m $
27,419
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 6/1/2002 04455 0178 $79,900 Yes Improved
WARRANTY DEED 1/1/1973 00975 t1700 $24,000 Yes Improved l
Fund Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT 0.00 1 0.00 1 1 ; $25,000.00 j $25,000
Building Information
Is Bed/Bath count incorrect? Click Here.
Description
Year Built
athFixturesBedBBase Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1
SINGLE E 1970 5 3 ; 1.5 1 1,170 1,978 1,450 CONC i $74,764 $102,416 FAMILY
BLOCK I Description
Area f
j j I UTILITY FINISHED
117.
00 http://
pareeldetail.scpafl.org/ParcelDetailInfo.aspx?PID=01203050428000230 9/18/2018
SCPA Parcel View: 01-20-30-504-2800-0230 Page 2 of 2
ENCLOSED 280.00
PORCH
FINISHED
GARAGE
299.00
FINISHED
OPEN PORCH 112.00
FINISHED
L_I 4 k I_I t I i I i L I' ' 1 1
Permits
Permit # I Description I Agency Amount I CO Date I Permit Date
00010 1 ROOF OVER i SANFORD $2,400 C i 10/1/2008
Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district in which the property is located.
Extra Features
W
Description Year Built Units Value New Cost
SCREEN PATIO 1
WOOD UTILITY BLDG
12/1/1989 1
6/1/1989 140
600
336
1,500
840'
http://parceldetail. scpafl.org/ParcelDetaillnfo.aspx?PID=0120305042800023 0 9/ 18/2018
IR]EQUMIEID I NSF EcCTICON' SIEQUEN CIE;
Bptt•
i IBN V1GNG PlT<Rl.Yt, -r j
1 I1 nn M SC fus ecdon IDescri ition.
Footer / Setback
Stemwall
Foundation / Form Board.'Survey
Slab /' Mono Slab. Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing :— Walls -
Sheathing '— Roof
Roof Dry fn
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final' Roof
Final Stucco / ,Siding
Insulation Final
Final Utility; Building -
Final Door
Final WindQw-
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo
Final Demo 1
Final Single Family; Residence
Final. Building Other
i
S1
Address:
Mn Max e'cdon IlDescrll2flonn
Electric. Underground
Footer /' Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
I
i
G'etvww atnr yrrp, nta.R.•
4WA-alfii: 4T.:i.7«' .•
J .
L:=7'":C:.Zy i: SS R
Min Max llme flon Desezj2flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
1
i
Mnn lyil s: I(nns ee n®n IID e n n n®n......
Mechanical Rough
Mechanical. Final
Fill i
IMS12ection. De§eren 47l®n
Gas Underground
Gas Rough
Gas Final
RIEdlfSIM June 2014
BOHM
Jobs ASS OCIAM
Marne, -1-1,
Address j_
F k'* U 8 1IM 1111 N, A 1, v_
C
aw nwy
11 W&IMM MA *wsk aftfth dDM tho h
MRw ow W" w4w. a-
FHA
mwwsl M Chow n3' rayWA iuuwa i 20$!.
cuds
X, ' 1. bake ow'kwd try owow
g3 Dia ?,map wl num s araQww"A-4" *"4wxw
Mlft''w,mmbdwsws,t,o*xw4 MOWWW x-vr,",Iurnu,lymborvA,
am" WbRamw
a,-Whr'MA
N
CMUM, wdo Kam Mo ow4w" yeoriM40'ammum
S"'hg Atadwd P&*& of r-wKvftftj ftfM Wan
ow
a""l2L2AizK- 4. T.-Iza i, e. o;w'2 me a TWO
I slqmhv A 01-wm)
1YES
Chpo
el - 61
Scanned by CamScanner
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018110255 Book:9218 Page:1639; (1 PAGES) RCD: 9/26/2018 11:22:57 AM REC FEE $
10.00 THIS INSTRUMENT
PREPARED BY: Name: BARBARA
ESPARZA Address: FLORIDA
HOME IMPROVEMENT ASSOC. 8034 SUNPORT
DR. "01. ORLANDO. EL 328 NOTICE OF
COMMENCEMENT State of
Florida County of
Seminole Permit Number.
Parcel ID Number: CERTIF17D COIPY
GR NT i ° J Y CI.ER
SEii(I
r,,, ,_ i l1c . r Zara BY
jGate _-.-
01-20-
30-604-2800-0230 The undersigned
hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the fonowing Information Is provided In this Notice of Commencement DESCRIPTION OF
PROPERTY: (Legal description of the property and street address if available) LOTS 23 +
24 BLK 28 DREAMWOLD PB 4 PG 99 : 2621 MARSHALL
AVE SANFORD FL 32773 GENERAL DESCRIPTION
OF IMPROVEMENT: WINDOWS OWNER
INFORMATION:
Name, LEOPALDI,
LINDA M Address: 2621
MARSHALL AVE SANFORD, FL 32773 Fee Simple
Title [folder (if other than owner) Name: N/A Adares-s-
N/A CONTRACTOR: Name:
FLORIDA
HOME IMPROVEMENT ASSOC, Address: 3044
SW 42 ST. HOLLYWOOD, FL. 33312 Persons within
the State of Florida Designated by Owner upon whom notice or other documents may be served as provided
by Section 713.13(1) ft Florida Statutes. Name: N/
A Address: N/
A In addition
to himself, Owner Designates N/A of To receive
a copy oflhe LtenWs 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 data
is specified) WARNING M
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 pedury, I declare that I have read the foregoing and that the facts stated in it are true to the.
beAof.myJwowledge and 44lief. C\Y%
lc-, Leo?v;\ The `owner
must sign A notice of canewoement erW no one else army be pe m W to sign In hie or her deed State of :
r2L County of S2m r 20 The foregoing
lrmtrument was acknowledged before me this day of by (t/
1 mm di, Who Is personally known to me0- Neme or
peruM making ststarmni OR who
Not has
produced
I cation type of Identification produced: ell P46
Notary Public 4c we
of Florida fires 3110i2020
t A i>
tly C(pjnisslOn ExP Commission No.
FF 97WI
Product Approvals ification Form
Permit # `- 1 8- 4 0 49
Project Location Address ILL
q
R7MENC
NVE, ANFORD, 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
Sliding CODE COMP A PERMIT ISSUED
LICENSE TO P n WITH TH
RUED TO BE A
WORK AND NOT
Sectional
QrHE
AUTHORITY TO VIOLATE, CANCEL,
ASIDE
i AS
ALTER OR SET
Roll Up CODES,NVALAINERORSHAii
TECHNICAL
PERMIT PREVENT
Automatic PATE THE BUILDING OFFICIAL FROM THEREAFTER
Other CONSTRUCTION RS IN PLANS,
2. Windows
Single Hung CWS 8100 FL4091.1/FL16177.1
Horizontal Slider CWS 8200 FL4092.1/FL4092.2
Casement CWS 8400 FL4452.1
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 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)
June 2014
F:H:A:::-D, 1 RA HET
1/4/2018 Florida Building Code Online
4 lamrr
n
BCtS Home log. In I User Registration Hot Topics Sutimit. Surcharge Stats & Facts Publications- FBC Staff j BCIS Site Map Links Search j
Comments
Archived
Product, Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext24'5
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws.cc
Technical Representative ]ay 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
Subcategory fD
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 FL4092 R8 COI EvalReport223E.pdf
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
PA TAS 202 1994
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquzg31%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
409 1 HS-8200 8200 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
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
1 5/8 x 62, 3 lite, DP 30PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04.
4092.
2 HS 8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits
of Use w
Installation
Instructions Approved
for use in HVHZ: No FL4092 R8 II 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 R8 AE EvalReport223E.pdf DP
40 PSF: Glass conforms to ASTM E1300-04. Created by Independent Third Party:: Yes 4092.
3 1 HS-8200 HS-8200 PVC Horizontal Slider OX or XO. Limits
of, Installation Instructions Approved
for use in HVHZ: Yes FL4092 R8 II' CWS-486C.pdf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 5820,1 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 EvalRel3ort486C:pdf See
Installation drawings for Design Pressure. Glass complies Created by Independent Third Party; Yes with
ASTM E1300-04.. i,
9ck El t. Contact
Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-497-1824 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 sendelectronic mail to
this entity. Instead, contact the office by phone or by traditional mail. If you have any. questions, please. contact 850.487.1395. Pursuant to Section 455.275(
1), Florida Statutes; effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public record. IF you do not vrish 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: a% V1 ®
ECr.
a U Credit Card
Safe http://
www.
floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdiop/o3d 2/2
ERl.J 1
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34289
Ph. 941-380-1.574
FBPE C.O.A. #29779
Evaluation Report 340E
August 28, 2017
Product Description: Series 8200 PVC Horizontal 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`' 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 fiom 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
configuration in sizes up to 1.25 5/8" x 62" unit size, with inax. 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 Hurricane Zone
Requires glazing as shown in CWS-340E
o 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 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.
t{ttlittltf
ti GE1,S '. Qfr.
Lucas No 58201
Turner w
2017-08-30 8 rA` E 0 P
16:03+20:00
f'•
S
8/28/17
Lucas A. Turner P.E.
ON
i0''`' FL PE #58201
63
MA; OVE
FLA
HE[
HORIZONTAL SLIDER -'NON-IMPACT
SHOWN WlDIFFERENT OPTIONS)
lLLA MAX. OVERALL FLANGE WIDTH 125
518" MAX, UNIT WIDTH j
GLASS DLO 1I GLASS D10 D
114qGE
r
B
RALL
I.. C
3HT
MlU2'. UNIT
X GLASS O X D GLA 8
DLO HEIGHTDLO5.
a3. MAX. J
SASH HEIGHTF -- I r r
F
n
35 11L16' J G MAX.
SASH 1VIDHT
551r4' i
MAX.
OVERALL FLANGE WIDTH
54" MAX.
UNIT WIDTH --1( Lfi I.
2
p
DLO t
j WL1
GLASS OLDGLASS PI
A r 63.
1/
a" I I I MAX. -
I
I
OVERALL
MAX.
FLANGE SASH
HEIGHT B57.13116•
HEIGHT O
GLASS DLO MAX
GLASS
UNDLO I
j IT HEGFIT
TABLEOFCONTENTS
GENERAL NOTES & ELEVATIONS
GLAZING DETAILS .........................2
COMPARATIVE ANALYSIS . .............3
SECTION VIEWS &:ALT,
FRAME ..... 4-5 EXTRUSIONS. & S.O.
M........................6 ANCHOR SCHEDULE & NOTES ........
7 INSTALLATION DETAILS.....................8
C 2 11 '
MAX
SASH WIDTH
GENERAL NOTES. an
goog 1. THE PRODUCT
SHOWN HEREIN IS DESIGNED AND MANUFACTURED j j(` WINDOW'
MTEMS % TO
COMPLY WITH
THE FLORIDA BUILDING CODE.(FBC). CURRENT 1900 SW 44TH
AVE. EDITION. OCALA, FLORIDA344742. GLAZING OPTIONS: (
SEE SHEET 2) www.cws.cc
3. CONFIGURATIONS: "OX", "
XO", "XOX", 8200 PVC 4.
DESIGN PRESSURE
RATING (SEESHEET 3): HORZ. SLIDER NEGATIVE DESIGN LOADS BASEDON; TESTED PRESSURE AND I GLASS TABLES ASTM E-
1300.04e01109, NON -IMPACT POSITIVE DESIGN LOADS BASED
ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND
GLASS TABLES ASTM E-1300-04e01/
09. Z 3 `L Z 3 5. ANCHORAGE'. THE 33
113 % STRESS INCREASE HAS NOT BEEN USED Z LU 00 ¢ K z w IN THE DESIGN OF
THIS PRODUCT, SEE SHEET 6 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR
Cd=1.6 WAS USED FOR WOOD w 0- Z O
Z - - (-
F_
z Co 3
Z 00 Z 00 ANCHOR CALCULATIONS, Z O
Z =.2 QEY w a 0 OHO 9M I_cc6. NOT APPROVED FOR
IMPACT' RESISTANCE. IMPACT PROTECTIVE V z 0 CoZ
4
I-.
v) IL OO SYSTEM IS REQUIRED
INWINDBORNEDEBRISREGION. Z2ZOOLLZ T ALL FRAMES
AND VENTS
FULLY WELDED.. SMALL JOINT SEAM SEALANT 3 H V.m Z K USED AT FIXED
MEETING
RAIL
AND JAMB, H EY } O O g OO cnO.wcnw 6. SERIESfMODELDESIGNATION
HS-8200. LU a a 0 O
0
9. THE DESIGNATION X AND
O STAND FOR THE FOLLOWING: O wr-0 ILM L'
i 3 a X =
OPERABLE SASH', 0= FIXEDSASH10, SECTION CALLOUTS APPLY TO
ALL ELEVATIONS IN A SIMILAR AV DRE W LOCATION..........0 EN Vi• 11. EXTERNAL WEEP SLOT = 114"
x 1" LOCATED 6" FROM BOTH ENDS, w:' N. 58201 •.% p STATE OF iWU Turner
r SSoNA 2017-08-
30 411 `E1
17:13+20:00 CONFIG.
MAX. UNIT SIZE DESIGN
PRESSURE RATING IMPACT RATING XOX 1/4 1 /2
1 /4 1;4" 125-518"'x
62" SEE
COMPARATIVE ANALYSIS CHART, SHEET
3 NONE NONE
L4w LUCAS A.
TURNER,
P,
E.
FL PE # 58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH,
941-380-1574 GENERAL
NOTES AND ELEVATIONS AAA
07101/08 G.#:
REV.:
CWS-340 E
ALE SHEET
1:33.33
1 OF
8
718' OVERALL. 718' OVERALL 718" OVERALL
7/8' ANNEALED - L-3/76" ANNEALED Ufi' TEMPERED
i- 518" AIRSPACE _ 1/2' AIRSPACE 518" AIR SPACE
1/8" ANNEALED —3/16" ANNEALED 1/8'TEMPERED
SIKAFLEX-552 OR SIKAFLEX 552 OR.
36 FLEX S52 OR 35 PURFECT GLAZE "H' 36 PURFECT GLAZE "H"
PURFECT GLAZE"H"
i12" GLASS OITE 112" GLASS BITE wE 1/2" GLASS BITE
GLASS TYPE A
718" OVERALL
3/16' TEMPERED
112"AIRSPACE
3116" TEMPERED
SIKAFLEX 552 OR
PURFECT GLAZE"H"
A Vy
v -
I, NY u
GLASS TYPE B GLASS TYPE C GLASS TYPE D
1/2' GLASS BITE
Ommom
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.CWS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
a z 3 az3
o w 0 Q
o zow
o ul 00X3m
uPw3ZI,- x z
z=mac wp0 O
CI-Z
O ¢
xhx U
U(nF O. V
2OOOvi V_ Y
g3OwpmV- w
OLL..o wwowow a
cn a0 = ~
w Z W W 5,•
Cgj,O 53201:
A9 Z'
A STATE OF z.
8/
28/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 EET
DESCRIMON: GLAZING
DETAILS AWN
BY: DATE: AAJ
07/01/08 TG
1l: CWS-
340 E ALE:
SHEET 1:
1 2 OF 8
XOX DESIGN PRESSURES (GLASS TYPE B OR D IN THE FIXED LIT GLASS TYPE A. B, C. OR D IN THE SASH)
UNIT WIDTH (IN) sIYYaL®UUC4•
55 165 175 187 1/2 1102 1/2 1108 3/4 1110 114 1120 1125 5/8 WINDOW SYSTEMS
UNIT SASH WIDTH (IN) 1900 SW 44TH AVE.
HEIGHT (IN) 15 5/8 18 7/16 21 5/16 24 7/8 29 1/8 30 7/8 31 5116 34 1116 35 11/16 WW CWSCCA34n74
17 718 45/45 45/-45 451-45 45 / -4.5 45/-45 1 451-45 45/45 42.5 / -42.5 40 / -40
29 1/2 +451-45 +45/-45 +451-45 +45 / -45 +45/-45 +40.1 / -40.1 +39,1 1-39.1 +33.5 / -33.5 +30.9 / -30.9
8200 PVC
31 112
35 1/2
45/45
45/-45
45/-45
45/45
451-45
45 / -45
45/-45
45/45
45/-45
45/45
40 / -40
40 / -40
39 / -39
39 / -39
33,1 1-33.1 +30.41-30.4
32.9 / -32.9 +3D.1-30 HO RZ. SLIDER
39 1/2 45/-45 45/45 45/-45 45/45 451-45 40 / -40 39 / -39 32.9 / -32.9 301-30 NON -IMPACT
41 112 45/45 451-45 45/-45 45/-45 1 45/-45 40/40 39/-39 32.9/-32:9 30.1-30
a z ¢ z 343112 +45/45 +45/45 +45/45 +451-45 +451-45 +40/40 +39/-39 +32.91-32.9 +30l-30
47 112 451-45 45 / -45 45 / -45 45/-45 45 I -45 401-40 391-39 32.9 / -32.9 30 l -30 H d0wOC<n Lu O
Lu
51 112 45/-45 45/-45 45/-45 45 / -45 43.81-43.8' 40 / -40 39 / -39 32.9 / -32.9 301-30 w cczOz
z
of roz5311245/45 45/-45 45/-45 44.7 / -44.7 41.3 / -41.3 40 / -40 39 / -39 32.9 / -32.9 30.1-30 rD 32w
Z ZS26D:"oo
55 112 45 / -45 45/-45 451-45 42.4 / -42.4 391-39 38 / -38 37.7 ! -37.7 32.9 / -32.9 30 ! -30 00 0 O'3a F' a z62
45/-45 44.9 /-44.9 40.4 / -40.4 36.41-36.4 33.1 1-33.1 +32.1 / -32.1 +31.8 / -31.8 +30.6 / -30. 30 / -30 o zo z j U) a
r?moo'u QOw_=
o_ U~zoi
XO OR
OX DESIGN PRESSURES (GLASS TYPE A, B. C. OR D) Ow w W a w o w UNIT WIDTH (
IN) a z= ao w o r wry UNITOaw= m DW3:w HEIGHT (IN)
29.5 31.5 35.5 39.5 41.5 43.5 47.5 51.5 54 P . T
17.875 +451-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +451-67.5 +45 I -61.9 +45 / -54.6 +45 / -50.8 29.5
45/-67.5 451-67.5 45/-67.5 45 I -67.5 45/-67.5 45/-67.5 451-58.2 45/49.5 45 / -45SI sF GPy 31.5 45 / -
67,5 451-67.5 45/-67.5 451 -67.5 451-67.5 45/-67.5 451-582 45 / -49.5 45 / -45 no 55201 :mom 35.5 45/-
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 39.5 45 / -
67.5 45/-67.5 45/-67.5 451-67.5 45/-67.5 45/-67.5 45 / -58.2 45 / -49.5 45/45 p =, STATE of ¢' j 41.5 45 / -
67.5 45 / -67.5 45/-67.5 451-67.5 45/-67.5 45/-67.5 45 / -58.2 451-49.5 45/-45 F < o a I 43.5 45 / -
67.5 45/-67.5 45 / -67.5 451-67.5 45/-67.5 45 / -67.5 45 / -58.2 45 / -49.5 45/45 49 45/-67.
5 45/-67.5 45 / -67.5 45/-67.5 451-67.5 45/-67.5 45 / -58.2 45 / -49.5 45/-45 51.5 45 ! -
67.5 45/-67.5 45/-67.5 45/-67.5 45 / -67.5 45 l -66.7 45 / -582 45 / -49.5 45 / -45 53.5 45/-
67.5 45/-67.5 45/-67.5 451-67.5 45/-65.9 45/-63.6 451-58.2 45/-49.5 45/-45 Z 55.5
451-
67.5 45/-67.5 45/-67.5 451-65.4 45 / -62.9 451-60.7 451-56.9 45 / -49.5 45145 59.5 45/-
67.5 45/-67.5 45 / -65.6 45 /-60.1 451-57.8 451-55.7 45 ! -52.1 45 I -49.1 45/45 S/2 $/2017 LUCAS A. TURNER,
P.E. 62 +451-67:5 +45/-67.5 +45 / -62.5 +451-57.2 +45 / -55 +451-53 +451-49.5 +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 07/01108
NOTES: DWG M:
CWS-340 E
1. IF SIZE
INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE SCALE: SHEET 2.
ALL XOXUNITSMUSTUSEEITHERGLASSTYPEBORTYPEDONLY. L 1:1
30F8
INTERIOR l(1 k VC4®>lU(•
WIN4ONI SYSTEMS
30 8 7
T
35
1900 SW 44TH AVE.
l., 7 www.
FLORIDA 34474
j
1 WWW.CWS.CC
8200 PVC
I i HORZ. SLIDER
NON -IMPACT
I ( Q ? az
z owo a~ooIwzoz zW
fS1
0 cn—z0 3.m
t p o 14 4 -44 31 26 475049 14 49i 50.4 6 O OFOa a.=p
V Vu1 Z
SECTION VIEW B-B cn
z C9,U vi Z j p
wF Oz
0
L!
n-e
Y
u
S
N
WM hxOpoaL} 4i d dof (
3y 3G ,rrirruriiiil'.J
n'o 58201
9 STATE OF
c
ONA4Er.
n5 {tttrrnrst 4
Zt 36
ash`\ 10
Z2E9)
v`
O' 26 54 0 8/28/2017
LUCAS A. TURNER, P.E.
II FL PE # 58201
1239 JABARA AVE.
24 _ NORTH PORT, FL 34288
02—
P H. 941-380-1574
SECTION VIEW C-C SHEET OC-SCRIPT ON:
55
ALTERNATE FIN FRAME.
SECTION VIEWS
OX
SECTION VIEW A -A
DRAWN BY- DATE:.
AAJ 07/01/08
DWGii: REV,;
CWS-340 E
ITEMS NOT SHOWN FOR CLARITY: SCALE: SHEET
20, 25, 27, 34, 39. 40, 41, 48, 51, 52 1.2 4 0F 8
INTERIOR 05609 I((II /
r YYINDOW SYSTEMS1 L1,1J
9 lj 43 11/36U 6 30 223 2 3.3130 2i-6 38 7 43 9 38 10
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.cws.cc
I
8200 PVC
HORZ. SLIDER
o
NON -IMPACT
I
Z 3 azo
d bb
z QJo a zo
W ZOZ Ir__r-
17 47 50 4 4 49 50 4 1 5 (38 14 44 42 14 36 5 15 C7 50 49 49 50 C7 17 4 r w Z O 3 m
Z Zx Q L p
UO Or(nor Z¢xr rrn UQd O
Z_ j Z r D rp SECTION.
VIEW E-E ¢ 2, Z U 0 Z p LL U T <'
Ciwgm OZ 35 ¢
wx'w7 0' 18
rr(nj 26 R Zoul O cnnw 46U> 11
h
xD-. KO—cn r ;% p 1L1r0 ax r 4
J
t
36
d K a Z.
y
T No
S8201 '• INTERIOR
v .' cc' 9
STATE OF 45
ttnrrmtt i` 21\
36 qo
10 50
9
0
8/
28/2017 1 -
LUCAS A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. 4
NORTH PORT, FL 34288 PH,
941-380-1574 0 !
SECTION VIEW F-F SHEET DESCRIPTION: ALTERNATE
FIN FRAME SECTION
VIEWS SECTION
VIEW D-D XOX DRAWN
BY: DATE: AAJ
07/01/08 DWG
B: REV' ITEMS
NOT SHOWN FOR CLARITY; ALE:
0 '
E 20,
25, 27, 34, 39. 40. 41, 46, 51, 52 SHEET SCALE: 5
OF 8
x
1 35
44
H" or
rame
Fin.,
AH-6031
3118"-
121ills"
FLANGE
PVC FRAME FIN
H-6026
2 3/16"
T-
r
1
151
PVC SASH MTG. RAIL.
H-6027
t 3116' ;
1 11
q 1(16
1
PVC SASH TOP/BTM RAIL
H-6D04
t 518"
PVC SASH SIDE RAIL
H-6028
t 112" -
21I/8.. '. I-1116,
FIXED MTG RAIL
H-1836
CORNER CONSTRUCTION I
WINDOW SYSTEMS L%J
1900 SW.44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
CORNER -WELD
ALL SIDES) 8200 PVC
HORZ. SLIDER I
NON -IMPACT
Z oofw o
u_ Fw3zF-5.g=
z zm ofWp0
FIXEDWITOGETH R WITHEETINGRAIL O 0 U)
OF-OSCREWED z d F- U) IL
OUTERFRAME o zO C7 Z j U V)
1.8 Q 1-.z C.0u zr=HO_
Q. o:a:r 0 pvi
W 0O)wwow.ww
a
al - a ccLL] ,
maM rvyion No 59201 :'P
552 Henkell Sika 5ilicone
t Va"---
7116"-1 I
1116"
1 116`
112"
L--1/16"
t 118"-{
5/i6" (
7iv_ y
1116"
3116--t
L
1 —1f16'
518"
L 1116"
9'^, STATE OF :4+
SOo. o W
i S1ONAI t v
x 2" Lg. FrankLowe I Rubber
RC, Non -Impact ASTME
ROLLER TRACK
S-1776
HORZ SCRN ADAPTOR
S-6013
VERT SCRN ADAPTOR
S-5014
REINF: SBR/SSR
S-1498
REINF. SASH MTG. RAIL
S-1497Tremco
9/16" -, II
1,
1'5.
15/t6"
PVC FIXED RAIL COVER
S-6063
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
16, 19.20, 28, 32-33, 37, 53
112-
t/4` 3116"
j—
SCREW SUPPORT
PVC GLAZESEAD
P3113
S-6064
z117-
1
8/28/2017
LUCAS A. TURNER, P.E. I
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
BOM AND EXTRUSIONS I
AAJ 07/01/08
7G#; EK,
CWS-340 E
ALE: SHEET
1:2 I 6 OF 8.
i
E MAX.00. ITYP.)—=---'; 3" (TYP.).
@.SASH 11 3116" MAX: Q.C. (TYP.)
6- MAX. (TYP.) i__T @ FIXED
SEE NOTE
6- MAX. (TYP.)
r...:
INSTALLATION
16" -MAX. O.C. -
ANCHOR (TYP.)
TYP.) 1
MAX. O.C. —
T'fP.
ANCHOR @ MIDSPAN —
TYP.)
I
CHORLAYOUT-(FLANGE)
4" MAX. (TYP.)--' I---.-.8- MAX .-O.O, (TYP.)
4" MAX. (TYP.) -SEE NOTE 2
T
INSTALLATION
ANCHOR.. (TYP,)
B" MAX. O.C.
TYP) X O X
15"` MAX, D.C. ITYP.)
6" MAX, (TYP.)-
6" MAX. (TYP.) —
g®m-
WINDOW SYSTEMS
I r_ a, (TlyP;) 1900 SW 44TH AVE.
OCALA, FLORIDA 34474
J..L W W W.CWS.CG
10" MAX. D.C.
TYP.) O X
ANCHOR LAYOUT - (FLANGE)
4' MAX. (TYP.)--
I(
8" MAX D.C. MR)
4" MAX. (TYP.)
T-
INSTALLATION
8" MAX O.C. ANCHOR (TYP.)
TYP)
ANCHOR. LAYOUT - (FIN
ANCHOR LAYOUT -.(FIN)
NOTES:
1. INSTALL ONE ANCHORATEACH 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 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMSSHALLBE CONSTRUCTED OF
HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOTALLOWED. 3. ANCHOR
TYPE, SIZE, SPACING AND EMBEDMENT. SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 8. A. ALL
INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT W ITH PRESSURE TREATED WOOD MUST BE PROTECTED
TO PREVENT REACTION. 5. INSTALLATION
ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'SINSTALLATION. INSTRUCTIONS, AND. ANCHORS SHALL NOT BE USED IN SUBSTRATES. W ITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN TABLE
1, SHEET 8. 6. ANCHOR EMBEDMENT
TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR-CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE - 1X BUCKS ARE OPTIONAL. 7. A
MINIMUM
CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1"`FOR- WOOD AND METAL. 8. WOOD OR
MASONRY OPENINGS, BUCKS. AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET
THE MINIMUM STRENGTH _REQUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9. SEALING AND
FLASHING STRATEGIES FOR OVERALL WATER :RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 100(
F1N \NNDOWS). FMA/AAMA200(FLANGE WINDOWS), FMA/WDMA250(BOX WINDOWS), FMA/AAMA/WOMA 300(EXTERIOR DOORS) 8200 PVC HORZ.
SLIDER NON -
IMPACT z
3: <Z3:
t- p w
O a W. p Ow. z w aozozX--
t_ w ZI-3-
mx O O O<
Qw.pO Z z-7
Z. 7.0 W. I-.Zu.00
Z WWt=O_ 2:<
H Z
W 00IY (nCwOW
cc zu.m
O.W QIf O W.Iz-O
aTI,Y a a w cLu
zl_l__ 8/28/
201i
LUCAS A. TURNER, P.
E. FL PE tF 58201
1239 JABARA AVE. NORTH
PORT, FL 34286
PH.941-380-1574
ANCHOR SCHEDULE ANE NOTES
RAVIN BY: DATE:
AAJ
07/01/08
WG 9: - REV.: CWS-
340 E CALE:
SHEET 1:40
7 OF
8
TYPICAL HEAD ANCHORAGE
SUBSTRATE BY OTHE
SEE TABLE t
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANT BEHIND
FLANGE BY INSTALLEI
INSTALLATION ANCHOF
SEE TABLE 1
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT
i BYINSTALLER INSIDE
AND OUT SUBSTRATE
BY OTHE'. SEE
TABLE 1 INSTALLATION
SEE
TABLE 1 MIN.
EMBEDMENT SEE
TABLE 1 114"
MAX.SHIM— SEE TABLE 1 MIN.
EDGE DIST; SEE
TABLE I PERIMETER
SEALANT BYINSTALLER
INSIDEANDOUTISEALANT
BEHIND FLANGE
BY INSTALLER g \
HORIZONTAL SECTION TYPICAL
JAAAB ANCHORAGE TABLE
1: APPROVED INSTALLATION FASTENERS FRAME
TYPE ISUBSTRATE TYPE. ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE
1-118" HOLLOW
OR GROUT=FILLED CMU{177 PCF MIN.) 3116" ITW TAPCON FLANGE
ICONCRETE;(2.B5 KSI MIN.) 1" FLANGE
GROUT -FILLED CMU (ASTMC•.90) 3116" ELCO ULTRACON 1-1/4' 2-1/2" FLANGE •
2X MIN. SOUTHERN PINE (G=0.55) 3/
16" I1W TAPCON OR
ELCO ULTRACON 1318"
718" FLANGE
2X MIN. SOUTHERN PINE (G=D.55). 10 WOOD SCREW 1.318" 718" FLANGE
16
GAUGE(0.060') MIN. STEEL STUD 33
KSI YIELD MIN) 10-
16 HILT] HWIK-FLEXOR 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.) 10
GRADE 5 SELF -TAPPING/ DRILLING
SCREW FULL
THREAD THRU
0.125" 7/
16" FIN
12X MIN. SOUTHERN PINE (G=0.55) 1#8 WOOD SCREW 1-1/2" 7/16" WIiVs`
iiVa' SYSTEMS MIN.
EDGE DIST. SEE
TABLE 1 SUBSTRATE
BY
OTHERS SEE
TABLE 1 7900
SW 44TH-AVE. OCALA,
FLORIDA 34474 114"
MAX. SHIM W W W..CWS:CG 1
1
8200 PVC I
HORZ, SLIDER I
SEE
TABLE EMBEDMENT
NON -IMPACT Z
Q }i 0. w0 OiPERIMETERSEALANTZLU0Q053ZBYINSTALLERINSIDE
AND OUT w 0Z O Z 0_ t Q
w} O of ?: m E
INSTALLATION
ANCHOR Z Z 2 2 Q 0= w0 0 SEE
TABLET O Ut-O Q=y U
NZZ F a. SEALANTBEHINDFIN
C)
Z 6 C7jBYINSTALLERC
HORIZONTAL SECTION Z Z0 J N O Z
LL 2 ZO O w 8
TYPICAL FIN.ANCHORAGE Z
2 ¢
O -, t_ Z 0HEADANDSILLSIMILARFORFININSTALLATIONFQ- K CC } 3 O w00woOw1n-w 0w
O mF a
0
a
r 1ruu4tr
PD1O
G ` MVP ,.
4,C EtJSF•.; r-
vN. 58201 0
STATE
OF OOR1CA'
V. PERIMETER SEALANT---`-
06YINSTALLER INSIDE
AND
OUT HORIZONTAL SECTION
B BOX
FRAMEINSTALLATION HEAD AND SILL
SIMILAR FOR BOX INSTALLATION. FLANGE REMOVAL NOTE:
PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND
INCLUDING ABOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN. 1/4"FILLET
OF CONSTRUCT ION-GRADE ADHESIVE CAULK IS APPLIED INSIDE AND OUT, FULL PERIMETER,
BY INSTALLER. PRODUCT ANCHORAGE IS IN ACCORDANCE
WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. 5`
8/29/2017 LUCAS
A.
TURNER, P.E.
FL PE # 58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH.
941-380-1574 INSTALLATION
DETAILS AAJ 07101 /08
G ti:
jREV CWS-340
E ALE: SHEET
1:2 8
OF 8
1/4/2018 Florida Building Code Online
lr
ait fil.`• $ % jnS s.,"rt _d Y,- xd 37l `"
t
i
BCIS Home Log In User Registration Hot Topics Submit Surcharge ' Slats &:Facts Publications FBC Staff i BCIS Site Map i Links Search
Horida
i product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application :List > ApplicationDetail mes
y
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 Custom
Window Systems Inc. 1900
SW 44th Avenue Ocala,
FL 34474 352)
368-6922 Ext245 kpine@cws.
cc KevinPine
kpine@cws.cc
Jay Lathrop
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 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-58201
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 101/I.S.2/A440-08 2008 PA TAS
202 1994 http://www.
floridabuilding.orgtprlpr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 112
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
Cu —m of PrnrliortS
FL # Model, Number or Name Description
4092.1 I HS 8200 8200 Vinyl Flange and Fin Horizontal Sliding Window
Limits of Use I Installation Instructions
Approved for use in HVHZ: No FL4092 R8 1I CWS-340E.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: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092 R8 AE EvalReport340E.rldf
5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes
04.
409212 i HS-8200 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window
Limits of Use -
J' R
Installation Instructions
Approved for use in HVHZ: No FL4092 R8 II CWS-223E.odf
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 EvalReport223E.pdf
Third Party: YesDP40PSF. Glass conforms to ASTM E1300-04. l Created by Independent JI
14092 3 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.Ddf
l 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 EvalReport486C.odf
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 : r Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditionalmail.. 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 anemail 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 emailaddress which can be made available to the public. To determine if you are a licensee under Chapter 155, F.S., please click here . -
ProductApproval Accepts: EF,
Ed to
Credit Card Safe
http://www.
floridabuilding.
org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdio%3d 2/2
T
V T -W,%
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, Oca]a, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
ofFAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 61" Edition (2017) Florida Building Code outside 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-223E, signed and sealed by Lucas A. Turner, P.E. 3')
Test Report NCTL-210-3870-1 and -1A, fiom 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 it 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. tttbifl
fifix,
it to. Lucas
No -
F-i8201 W 9/
07/2017 Turner Lucas
A. Turner, P.E. 2017-09-
16 7't,7F ',,,-- = FL PE #58201 09:23+
20:00 r V
h
HORIZONTAL SLIDER -NQN-IMPACT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS
DP CHART & GLAZING DETAILS _2
SECTION VIEWS & ALT,.FRAME .:...3
EXTRUSIONS & B.O.M......................... 4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS.....................6
GENERAL. NOTES:
1, THE PRODUCT SHOWN HEREIN IS -DESIGNED: AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC),CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE. SHEET 2)
3. CONFIGURATIONS: "OX",."XO".
4. DESIGN PRESSURE RATING (SEESHEET2): NEGATIVE
DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-04e01/09. POSITIVE
DESIGN LOADS BASED ON, TESTED WATER INFILTRATION '
TEST PRESSURE AND GLASS TABLES ASTM
E-1300-04e0l/09, 5.
ANCHORAGE: THE 33 113% STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR DETAILS.
WINDLOAD DURATION FACTORCd=1.6 WAS: USED FOR WOOD ANCHOR
CALCULATIONS, 6,
NOT APPROVED FOR IMPACT RESISTANCE, IMPACT PROTECTIVE SYSTEM
IS REQUIRED IN WIND BORNE DEBRIS REGION. 7,
ALL FRAMES. AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED
AT FIXED MEE71NG RAILANDJAMB. 8. SERIES
I MODEL DESIGNATION`HS-8200. 9. THE
DESIGNATION X AND O STAND FOR THE FOLLOWING: X = OPERABLE
SASH, O = FIXED SASH 10. SECTION
CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11.
EXTERNAL
WEEP SLOT = 1/4" x 1" LOCATED 4" FROM BOTH ENDS, MAX. UNIT
SIZE DESIGN PRESSURE RATING IMPACT RATING 7211x 72"
SEE COMPARATIVE
ANALYSIS NONE CHART, SHEET
2 Lucas Turner
2017-
09-
16 07:28+
20:00 Ogsdo dr
WINDOW SYSTEMS
1900'SW
44TH AVE, OCALA, FLORIDA
34474 WW9V.CWS.
GC 8200 PVC
HORZ. SLIDER
NON -IMPACT
z 3
az3' owo awoo
z WJOwzozW_zr w z1-
3g= O 01--
Oa¢wp0 U Uto
zI,-Pm0- Z 00U-
zj.UW Uo Q —'Y
wpwOO Z re 2i
p CoU.zO
to w 0wow'
mw V) w - O
J ffj F- a p wr=-
OaZ K w3w a =
n. ofa
I ,,1runfrrhrrr p"
PNOREbg
hr
G E NgF
No 58201 9_•,
STATE OF ;
Vz Lu X I
9/
07/
2017
LUCAS A. TURNER,
P.E. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH, 941-380.
1574 GENERAL NOTES AND
ELEVATIONS ADEJ 09112/
07
VG.: REV:: CWS-
223 E
ALE SHEET 1:
14.29
1 OF 6
Equal Split <OXorXODesign Pressures (PSF)
Unit
Height Glass
Unit Width (in,)
in.) Type 351/2 391/2 431/2 471/2 511/2 SS1/2 591/2 631/2 1 671/2 72
A 60.0/-60.0 60.0J-60.0 60.0/-60.D 60.0/-60:0 60.0/-60.0 60.0/-60.0 58.6J-58.6 51.4/.51.4 45.5/-45.5 40.01-40.0
351/2
B. C, D 60.0 / -60.0 60.0 / -60.0 60.0./ -60.0 60.0 / -60.0 60:0 / -60.0 60.0 / -60.0. 58.6 / -58:6. 51.4 / -514 45.5 / -45.5 40.0 / -40.0
A 60.0 / -60.0 60.0/-60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 58.6 / -58.6 51.4 / -51A 45.5 / -45.5 40.0 / -40.0
39 1 /2
B, C, D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60,0/-60.0 59.6/-58.6 51.4/-51.4 45.5/-45.5 40.0/-40.0
A 60.0/-60,0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 45.5/-4S.5 40.0/-40.0
431/2
B, C, D 60.0/-61.0 60.0/-60.0 60.0/-60.0 60.0/•60.0 60.0/-60.0 1 60.0/-60.0 58.6/-58.6 51.4/-51A 45.5/-45.5 40.0/-40.0
A 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -60.0 60.0/ -60.0 1 +60, 0 / -60.0 58.6 / -58.6 51.4 / -51.4. 45.5 / -45.5 40,0 / -40.0
47 112
8.C.D 60.0/-60.0 50.0/-60.0 60.01-60.0 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4::+45.5/-45.5 40.0/-40.0
A 60.0/-60.0 60.0/-60.0 60.0/-MO 60.0/-60.0 60.0/-60.0 60.0/-60.0 58.6/-58.6 51.4/-51.4 455/-45.5 40.0/-40.0
51. 1!2
8, C..D 60.0 / -60.0 60.0./ •60.0 60.0 / •60.0 60.0 / -60.0 60.0 / -60.0 60.0 / -.60.0 58..6 / -.58.6 51.4/ -51.4: 45.5./ 45.5 40.0./ -40.0.
A 60.0/-60.0 60.0/-60.0 60.0./---60.0 60.0/-60.0 60.0/-60.0 60.01-60,0 53.6/-58.6 51AJ-51.4- 45.5/-45.5 40,0./-40.0
551/2
C,D 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 /-.51.4 455 / -45.5 40.0 /-40.0B,
A 60.0 J -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 1 +45.5 / -45.5 40.0 / -40.0
59 1 /2
B. C. D 60.0J-60.0 60.0/.60.0 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/-40.0
A 60.0/•60.0 60.0/-60.0 60.0/-.60.0 60.0/-60;0 55.8/-55.8 54.8'/-54.8 53.8`/-53.8 51A/-51.4 45.5/-45.5 40.0/.40.0
63112
9, C, D 60.0/-60.0 60.0/-60.0 60.0/-60.0 60.0/-600 59.7/-59.7 56.5/-56.5 53.8/-53.8 51A/-51.4 45.5/-45.5 40.0/-40.0
A 60.0/-60.0 60.0/-60.0 60.0 -60.0 56.6/-.56.6 51.8/-51.8 SO,2./-.50.2 49.7/-49.7 47.4/-47.4 45.5/-45.5 40.0/-40.0
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 40.0 / -40.0
A 60.0/-60.0 1 +60.0/-60.0- 58.5(-58.5 54.2/-54.2 48.4'J-48.4 45.91-45:9 45.6/-45.6 93 /-43.6 41.8/-41..8 4 0
72
B, C, D 60.0 / -60.0 60.0 / -60.0 58.5 / -58.5 54.5 / -54.5 51.1 / -51.1 4fi.2 / -482 45:8 / -45.8 43.6 / -43.6 41.8 / -41:8 40.0 / -40.0
7/8" OVERALL j- 7/8".OVERALL
1/8" ANNEALED 71 3116' ANNEALED
518" AIRSPACE 1/2" AIRSPACE
118" ANNEALED j 3116".ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE"H"
P RFECT GLAZE"H-
112, GLASS BITE
b_.._ 1
GLASS.BtTE
GLASS TYPE A
j NOTE: IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE
f
GLASS TYPE B
718" OVERALL
1/8" TEMPERED
518"-AIRSPACE
118" TEMPERED
SIKAFLEX 552OR.
PURFECTGLAZE"H"
T
1/2' GLASS BITE
GLASS TYPE'C
718" OVERALL
311T TEMPERED
112' AIRSPACE
3116" TEMPERED
SIKAFLEX552 OR
PURFECT GLAZE `H'
112' GLASS SITE
GLASS TYPE 0
1900 SW 44TH AV E.
OCALA, FLORIDA 34474
wWW.CwS.CC
8200 PVC
HORZ. SLIDER
NON -IMPACT
a z 3 azoH w0 wwoo
zw
Lu z
z Z 2 `m d w w o o00oZax0OviarnaOz- z N Z
0 ou) OU_ 4
I-Kw2Z00a-Z 2¢
y'OLrI-zj U-
Q
D: IY I}-. } o . Oo
rr
Zcnw NOw co w a 0wlz-0 aa> a r
3a
w
o
D- v '
No
58201. :C STATE OF
rn n•••
9/07/
2017 LUCAS A.
TURNER, P.E. FIL PE #
58201 1239 JABARA
AVE. NORTH PORT,
FL 34288 PH. 941-
380-1574 1EET DESCRIPTION:
ONiPARATIVE ANALYSIS
AND GLAZING
DETAILS SAWN BY;
DATE: AIDE 09/
12/07 NG M:
I REV, CWS-223
i E SHEET 1:
1
2 OF 6
INTERIOR M/IN60N! SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
41 44 S: 4 9 `v/ 7 18.
WWW:CWS.CO
T T
8200 PVC
HORZ. SLIDER
NON -IMPACT
z 3 azo
f- ¢mowzow0
z g
ozru'-- o
rII
O
OF- c .OUw00 190JO
1 ?1 U Utn:Z H-v~ia I28110
40 2 18 43 v 0 z -00 z' 5m 4 gZ SECTION
VIEW B-
B > .¢ LL W a= o Z 1 co NOTE
FIXED LITE
AT HEAD jj p a w o w w 23 AND SILL
IS SIMILAR. Z n w 0 v1 - Q 0 u~ w
o N Saw 1U2' / jj
18
a 4 fUl —
07 +`
Pp5ORE41rtT.,
i
ryo 53201 '.'
3 ^ 9•• STATE OF :
11 INTERIOR cc3'•.<• o
a s d V` 124 8 25
9/
07/
2017 3 LUCAS A.
TURNER, P.E. 12i. 11 ( I
FL FIR # 58201 1239 JABARA AVE.
NORTH PORT, FL
3428E PH. 941-380-
1574 SHEET DESGRI?TION;
U SECTION VIEW
C-C 34 ALTERNATE FIN
FRAME
DRAWN BY: DATE:
SECTION VIEW A -
A ADE. 09/12/07 DWG w REV
CWS-223 E
NOTE: ITEMS NOT
SHOWN FOR CLARITY: scALE: SHEET 22, 30-311:2 3OF6
I_
RIPTION VENUO.R ICU\TQtL1L
I-- 3 1/8"--{
r 1
211/16" MdI 1/16'
t
PVC FRAME FLANGE
H-6031
r., SH, w/Flg., PVC Mikron PVC
Rail, Fxd. Keymark Alum
r., SH, w/Fin., PVC Mikron PVC
Aeet. Rail, PVC Mikron PVC
Sash Meet. Rail Keymark Alum
3otlom Rail, PVC (S.S.R. `or HS) Mikron PVC
S.B.R./S.S.R/S.T.R. Keymark Alum
rop/Bot. Rail Mikron PVC
track Keymark Alum
d., 7/8";Fxd., Horiz. Mikron PVC
Adapt.,w/ Nib, PVC Mikron PVC
x
x 2 1
x .187 back
PH Tek@k
Allmetal
3
PVC FRAME FIN
H-6026
j-- 2 3116'
1 61
1116-
PVC 'SASH `.MTG. RAIL
H-6027
1 3116'-}---t
B
1116,
PVC SASH TOP/BTM RAIL
H-6004
PVC SASH SIDE RAIL
H-6028
1 1/2'
i
21/6" -—j-1116'
1
FIXED MTG RAIL
H-1836
CORNER CONSTRUCTION
CORNER WELD
ALL SIDES)
1:8
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:8
1 tl4" 1 t/B' -'
7 1 1 8" 314"
7i, SIB"
i
i_
t/1'6-'
7.
5
tlt6" L-ut6" r`
ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBRISSR REINF. SASH MTG. RAIL
S-1776 S-6013 S-6014 S-1498 S-1497
t 16
9l16"
40
I vtfi'
L
PVC FIXED RAIL COVER
S-6063
LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
17, 31-32
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WW W.CWS.CC.
8200 PVC
HORZ. SLIDER
NON -IMPACT
Z : ¢z:
owo ¢woo
z W J
a zac Oi }>. 0w 3jmLLI-w3zI-3:2x
0 000¢QWOO Uc.>rnl-Za cia O
O0j ?Ur!) Z=
Qwz U Q3'
Woo z Q
2.w>-~U~Ztn W
U U w O W O W W !n W O . rn r- W
o
W~ ul Lu CL
a w W P34D
E N4yNo
58201 Ot.
STATE OF : SSIONALEN`*.
114'
r t0
3
16", 9/
07/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 7B'
t-O 39 1239 JABARA AVE. NORTH
PORT, FL 34288 SCREW
SUPPORT PH. 941-380-1574 PVC
GLAZEBEAD P-3113 SHEET DESCRIPTION: S-
6064 BOM
AND EXTRUSIONS I AIDE
09/12/07 VG
N; IREV.: CWS-
223 E ALE:
SHEET 1:
2 4OF6
n UU uv Cw. ro it
TYP.)
6" MAX. (TYP.)
6- MAX. (TYR)
20" MAX O.C.
TYP1,
NOTES:
3" MAX. (TYP,)
TE 2 3' MAX. (TYP.)
INSTALLATION
ANCHOR (TYP.)
6' MAX. O.C.
TYP.)
ANCHOR LAYOUT - (FIN)
WINDOW SYSTEMS L
1900 SW 44TH AVE.
OCALA, FLORIDA 34474..
TE2
WWW.CWS.CC
8200 PVC
INSTALLATION HORZ. SLIDER
ANCHOR(TYP.) NON -IMPACT
Q z Qz
oO rzO Zwwowaw
zoz D-'1=—F O
Qi 0 }Ow 3:a] LL
w zl-32= O
O OaQw00 OOtnOO-Xv~iaZ
O.0 co
z U
0-) QF-ZLL2zp0 0 of ¢
owFxo?
cozw
Oowwowow LL O0u1F- a
a
FwoW>- dI a3xa
MVP: CEtJSF•.P`. Ji
No 58201 : A
O'.• .STATE OF •tom`
iF•FC opt 1:•'
j: SS ONA ; Ei ,•` 1.
INSTALL ONE ANCHOR
AT EACH INSTALLATION LOCATION. SILL. ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO
AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". 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. 3. ANCHOR TYPE, SIZE.
SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 9/07/2017 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 W ITH PRESSURE TREATED WOOD MUST FL PE # 58201 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 38NORTH PORT, 34288 SPECIFIED IN
TABLE 1, SHEET
6. PH. 94TION: -1574 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: 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. AIDE 09/12/07 SUBSTRATES SHALL MEET THE MINIMUM
STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. Dw k: 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 FMA'
AAMA 100(FIN WINDOWS),
FMA/AAMA 200(FLANGE WINDOWS), FMAlWOMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) SCALE: SHEET 1:20 5 OF 6
i
MIN, EMBEDMENT —;- ®n
TYPICAL HEAD ANCHORAGE SEE TABLE'1 j SUBSTRATE
BY OTHERS WINDOW SYSTEMS
MIN, EDGE DIST. 1/4' MAX. SHIM— ` SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE
1900 SW 44TH AVE.
SEE TABLE 1
SEE TABLE 1 BY OTHERS
i SEE TABLE -1 OGALA, FLORIDA 34474
114" MAX. SHIM 1NWW.CtvS.CC-
SUBSTRATE BY OTHERS -t— i'
SEE TABLE 'I I I I MIN. ED IE D15T.. ! I
MIN. EMBEDMENT SEE TABLES
PERIMETER SEALANT
SEE TABLE.1 8200 PVC
BYINSTALLER INSTALLATION ANCHOR--.- I HORZ. SLIDER
INSIDE AND OUT —
r.
SEE TABLE.1 MIN. EMS OMENT
SEALANT BEHIND -
O 'SEE TABLE `I NON-lMPAGT
FLANGE BY INSTALLER' L 114" MAX. SHIM
i %
4 Z
PERIMETER SEALANT Z Wowo. _i0Q F O YSTALERF- INSTALLATION
SEE
TABLE 1 SEALANT
BEHIND 14"
MAX, SHIM. Q---+-`
JI I F' FLANGE
BY INSTALLER PERIMETER
SEALANT MIN, EMSEDMEN' BY
INSTALLER Y j SEE TABLE INSIDE
AND OUT I I SUBSTRATE
BY CTHERS SEE
TA5LE1 I- 1--MIN. EDGE DIST. SEE
TABLE 1 PERIMETER
SEALANT BYINSTALLER-
nn
tio B IN L INSIDE
AND OUT u Z O Z-- to _ Y O (t 3: m HZ' AND
OUT INSTALLATION ANCHOR ti ZW ZZ 1- 3r a: of
Z=< of W 0 0 SEALANT
BEHIND SEE
TABLE T O C) 0 F- O Q= H Cf O
N Z IL~ v) 0. FLANGE
BY INSTALLER SEALANT BEHIND FIN
BY INSTALLER O Z z - z I- =) U) O
Z U C Z U- g
HORIZONTAL SECTION 01 HORIZONTAL SECTION Q- W O p Z QO6TYPICALJAMBANCHORAGE6TYPICALFIN.ANCHORAGE HEAD
AND SILL SIMILAR FOR FIN INSTALLATION K
H
H
1- H Z tr
K } O W
OLL Dcc co O W U) W TABLE
1; APPROVED INSTALLATION FASTENERS FRAME
TYPE SUBSTRATE TYPE JANCHOR TYPE I MIN. EMBEDMENT MIN. EDGE DIST. FLANGE
1l2° 1-it8" LANCE
HOLLOW OR GROUT -FILLED CMU (117 PCF MIN.) 3116" iTN TAPCON FLANGE
FLANGETFANGE
GROUT-FILLED.CMU (ASTM C-90) 3116" ELCO ULTRACON 1-114" 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 - 1-3/8" - 7/8" FLANGE
16
GAUGE (0.060") MIN. STEEL STUD 33
KSI YIELD MIN) 910-
16 HILTI KW IK-FLEXOR IW/ TEKS
SELF -DRILLING SCREW FULL
THREAD THRU.
0.060" 7fl6"
y
FLANGE
1/
8" ALUM. (6063-TS MIN.) OR 1/
8" STEEL (33 KSI MIN.) 10
GRADE 5 :SELF -TAPPING I DRILLING
SCREW FULL
THREAD THRU
0.125" 7/
16" FIN
2X MIN, SOUTHERN PINE (G=0,55) B. W.000.SCREW 1-1/2" 112" W
O J d
W
F-Ix a.w .Wfn n
F- D-z No
58201 -. p O;.
STATE OF :411; fiS
G O R 1 DI
9/07/2017 Q
LUCAS A. TURNER, P.E. FL
PE # 58201 PERIMETER
SEALANT ------ 1239 JABARA AVE. BYINSTALLER —
NORTH PORT, FL34288 INSIDE AND
OUT HORIZONTAL SECTION
PH. 941-
380.1574 6 BOX
FRAME INSTALLATION SHEET DESCRIPTION:
HEAD AND
SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS
FLANGE REMOVAL
NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY:DATE: UP TO
AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: AIDE 09/
12107 MIN. 1/
4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG 1, IREV.: INSIDE AND
OUT. FULL PERIMETER, BY INSTALLER. CWS-223 E PRODUCT ANCHORAGE
IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR
FLANGE WINDOWS.SCALE: S
E .
1/4/2018 Florida Building Code Online
i «uV, norq lta 4
a
VON
BCIS Home. i Log In User Registration Hot Topic's I Submit Surcharge I Stats & Facts Publications 1 FBC Stag BCIS Site Map Links i Search {
f7riUC:
oj Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL4091-R8
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922 Ext245
kpine@cws.cc
Authorized Signature Kevin Pine
kpine@cws,cc
Technical, Representative Jay Lathrop
Address/Phone/Email1900 SW 44th Ave Ocala,
FL 34474 352)
368-6922 Ext 291 jtathrop@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 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 Y
Validation Checklist - Hardcopy Received Certificate
of Independence FL4091 R8 COI EvaiReoort154F.odf Referenced
Standard and Year (of Standard) Standard Year AAMA/
W D MA/CSA/ 101/ I. S.2/A440-05 2005 AAMA/
W D MA/CSA/ 101 / I . S. 2/A440-08 2008 PA
TAS 202 1994 Equivalence
of Product Standards Certified
By htto://
www.floridabuildino.ora/or/Dr auo dtl.asox?oaram=WGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 1/3
1/412018 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 Description
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Lim. s of Use Installation Instructions
Approved for use in HVHZ: No FL4091- R8 II CWS-154F.odf
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
Other: SH-8100, Max. size 53.125" x 76". Glass complies
Evaluation Reports
FL4091 R8 AE EvalReport154F.pdf fwithASTME1300-04, Created by Independent Third Party: Yes
4091.2 SH-8100 — SH-8100 Vinyl Single Hung, Non -Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL4091 R8 II C!Mi C.pdf
Approved for use outside HVHZ: Yes
i
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: YesImpactResistant: No
Design Pressure: N/A I Evaluation Reports
Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x 71", FL4091 R8 AE' EvaIReDOrt485C.pdf i
see installation dwgs. for DP. Glass complies with ASTM E1300 Created by Independent Third Party: Yes
04.
I
4091.3 SH 8100 Continuous Head &Sill SH 8100 Vinyl Single Hung Continuous Head & Sill, Non -
Impact.
I' Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R8 II CWS-442C.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: 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
4091 4 SH 8100 Continuous Head & Sill i SH 8`100 Vinyl Single Hung Cont. Head & Sill; Non -Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ; No FL4091 R8 II CWS-492C.odf
1 Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8" x 72", see FL4091 R8 AE EvalReoort492C.pdf
chart on installation dwgs. for DR Glass complies with ASTM Created by Independent Third Party: Yes ;
E1300-04.
4091.5 ' SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rail _-
F- ------ —
Limits of Use installationInstructions Approved
for use in HVHZ: No FL4091 R8 tI CWS-293D.pdf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: No Created by Independent Third Patty: Yes Design
Pressure: +60/-60 Evaluation Reports Other:
SH-8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R8 AE EvalReport293D.pdf with
ASTM E1300-04. Created by Independent Third Party: Yes — Contact
Us ::- 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 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 electronic mail
to this entity, instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.467.1395. `Pursuant to Section htin-//
u!ww.flnridahuildino.ora/or/nr aoo dtl.asox?oaram=wGEVXQwtDciuz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 2/3
1 /4/2018 Florida Building Code Online
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee, However email addresses are public record. Ifyou 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 area licensee under Chapter 455, F.S.,
pleaseclick here . Product
Approval Accepts: Credit
Card Safe
httD://
www.floridabuildina.ora/Dr/Dr aDD dtl.asox?param=wGEVXQwtDquz931%2b4g5faHJ3x%2fpCz8Ew7OMgLld528M%3d 3/3
URNER
ENGINEERING R
CONSULTING, INC.
1239 .Jabara Ave.
North Port, FL 342.88
Ph. 941-380-1574
FBPE C.O.A. 429779
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 44`" Ave, Ocala, FL 34474
Statement of Compliance; This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the
requirements of the 6"' Edition (2017) Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) Thisreport, 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 -1A, 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-
154F Achieves
design pressures as indicated in comparative analysis table in CWS-154F Is
non -impact and requires the use of shutters in windborne debris regions May
not be used in the High Velocity Hurricane Zone Requires
glass as shown in CWS-154F Requires
Quanex (MikrOD) 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.
tt
n r.r r i
ate " Ci !"•lil ' 1•..f Lucas
N0 5£3`13 ' ' 8/28/20175 Turner
Lucas A. Turner, P.E. 2017-
08-30 15:
58+20:00 W *
G.
FL PE #58201. 53'.
STAYS OF: 41 Al
o
ONA
C a
SINGLE HUNG - NON -IMPACT
SHOWN W/DIFFERENT OPTIONS)
54 3r8
MAX OVERALL 54 3;
FLANGE WIDTH MAX OVERALL
53118' — FLANGE WIDTH
MAX. UNIT WIDTH
48151w ^
4_
M.4X. UNIT WIDTH GLASS
DLO A
I i--F
48
15116' -- GLASS
DLO T--
I
335116" 691/2' OVERALL
O I
I
FLANGE
DOSS O ERALL 335116" HEIGHT
YE B FLANGE O GLASS MAX
HEIGHT
DLO UNIT -—
t
68
114" MAXHEIGHT3611116"
6 I UNIT HEIGHTMAX.
X I 6 GLASS - 3T16" AX
li
HFSC T I- D.. DLO- SASH ^ X n1.AnS5 63
5116" MAXOVERALL
FLANGEA¢`
1 L® 8
465116"---
I"—
465/16" GLASS
DLO GLASS
DLO EQUAL
SPLIT 5 HI SASH ORIEL 54
318" - MAX
OVERALL FLANGE
WIDTH 53
1/8- MAX.
UNITWIDTH 62 1116"
MAX uNlr —r
HEIGHT 24
i 2011116 I ^ X
GLASS 1-- 46
5/16" -- GLASS DLO
60/40
SPLIT ORIEL TABLE OF
CONTENTS GENERAL NOTES &
ELEVATIONS.:...1 OP CHARTS &
GLAZING DETAIL.......2 SECTION VIEWS &
ALT. FRAME...... 3 EXTRUSIONS & B.
O.M ................... 4 ANCHOR SCHEDULE &
NOTES ......5 INSTALLATION DETAILS.....................
6 GENERAL NOTES:
1. THE
PRODUCT SHOWN HEREIN, IS DESIGNED AND MANUFACTURED SsL9CyhLi®UUt
WINDOW. SYSTEMS
r I\/
I
TO COMPLY
WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 1900.
SW 44TH: AVE, OCALA, FLORIDA
34474 2, GLAZING
OPTIONS:. (SEE SHEET 2) W W W.CW S.CC 3. CONFIGURATIONS: "
OIX". 8100 PVC
4. DESIGN
PRESSURE RATING (SEE SHEET 2): SINGLE HUNG NEGATIVE DESIGNLOADSBASEDON, TESTED PRESSURE AND GLASS TABLES
ASTM E-1300-04e01109. NON -IMPACT POSITIVE DESIGN
LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E-
1300-04e01109, q z 3 < z 5. ANCHORAGE:
THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED Z w o
o
o <
Lo w I_
z ~
IN THE
DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR. z o z cn >OCf3:m DETAILS. WINDLOADDURATIONFACTOR.CB=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
ZO zz a: d< w p p CJ<=hK
6. NOT
APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE' p z N`w Z Z.I_ z N SYSTEM IS
REQUIRED IN WIND BORNE DEBRIS REGION, Z O z U vi Z: U U O m
O _ 7. ALLFRAMESANDVENTSFULLYWELDED, SMALL JOINT SEAM SEALANT w I= p U5 USED
AT'. FIXEDMEETINGRAILANDJAMB. F m w F > o ? W 0 ILrnwU7W8. SERIES ! MODEL
DESIGNATION SH-B100: a z = d it 0 Co N 9. THE DESIGNATION
X AND 0 STAND FOR THE FOLLOWING: a a it 3 a X = OPERABLE SASH, 0 =.FIXED SASH 10. SECTION CALLOUTS
APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. I ENS;
F G 2•. 11..EXTERNAL WEEP
SLOT = 1/2" x.2-1l2" LOCATED 4" FROM BOTH ENDS. O aS j
v ;- No
58201 p STATE OF :
4ct v Turner%.,Sloivn
a`
2017-08-30
1710+20:00
CONFIG. MAX. UNIT
SIZE I DESIGN PRESSURE RATING IMPACT RATING EQUAL 53-1/
8" x 76" SEE COMPARATIVE ANALYSIS CHART; SHEET 2
NONE 5 HI
ORIEL
53-1/8" x 68-1/4'` NONE 60140 ORIEL 53-
1/8" x 62-1/16" NONE Y_ 8/28/
2017
LUCAS A. TURNER,
P.E. FL PE # 56201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH. 941-380-
1574 GENERAL NOTES AND
ELEVATIONS BAT 04/
29l08
IGF REV.: CWS-
154 F
ALE: SHEET 1:
33.33
1 OF 6
Design Pressures (PSF)_with Glass Types A, B, C, or D
Unit Sash Unit Widths (in.)
Heights(In.) Helghts(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 SO / -75 50 / -75 50 / -75
41 1/2 20 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.1
43 1/2 21 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -73.4 50 / -70.6
47 1/2 23 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -68.9 50 / -66.2
51 1/2 25 50 / -75 50 / -75 50 / -75 50 /-75 50 / -75 50 / -75 50 / -75 1 +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 50 / =75 50 / -71 50 / -63.6 50 / -61
55 1/2 27 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -75 50 / -69. S 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 / -71.6 501-71.6 50 / -64.6 50 / -57.3 50 / -54.8
65 1/2 32 50,/ -73.2 50 / -69.1 50 / -68 50 / -67.4 50'/ -67.3 50 / -67.3 50' / -67.3 50 / -67.3' 50 / -63.6 50 / -56.4 50 / -53.9
67 1/2 33 50 / -69.8 50 / -65.6 50 / -64.4 50 / -63.7 50 / -6314 50 / -63.4 50 / -63.4 50 / -63.4 50 / -62.7 50 / -55.5 1. +50/-53
71 1/2 3S 50 / -64 50 / -59.7 50 / -58.3 50 / -57.3 50 / -56.5' 5D / -56.5 50 / -56.5 50 / -56.5 50 / -56.5 50 / -53.9 50 / -51.5
74 3/4 36 5/8 50/-59.9 50/-55.6 50/-54.1 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 / -51.5 50 / -50, 2 50 / -50 50/-50 50/-50 50 / -50 50/-50 If +50 / -50
7/8" OVERALL 7/8' OVERALL
1./8" ANNEALED--'-3/16' ANNEALED
5/8" AIR SPACE - 1/2" AIRSPACE
1/8" ANNEALED f--3116" ANNEALED
SIKAFLEX 552 OR
PURFECT GLAZE "H"
552 OR46 PURFECT GLAZE "H"
VZ" GLASS BITE I
1/2" GLASS BITE
GLASS TYPE A ) GLASS TYPE B
NOTE:
IF SIZE INTENDED IS NOT SHCVVN, USE NEXT LARGER SIZE.
71B" OVERALL
118" TEMPERED
5/8" AIR -SPACE
118" TEMPERED
SIKAFLEX.552 OR
PURFECT GLAZE"N"
GLASS TYPE C
7/8" OVERALL
3116" TEMPERED
1/2" AIRSPACE
3/16" TEMPERED
SIKAFLEX:552 OR
PURFECT GLAZE "H"
BITE 1(I ( I IN 112" GLASSBITE
0
GLASS TYPED
WISJ@'DW SYSTEMS IZJ
1900 SW 44TH AVE.
OCALA. FLORIDA 34474
W W W .0 W S.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
a z 3 4z
I-. owo owoo
o Q ro 3m
I, rw z1-3=
Z Zz"t<= 00
U U zaI na
Z ZO
i=Z2zo ooKmi2QOF1= -zco0
w 'wC::wowwwLL (nIE OJtn4-
a
s w Lu
F-
NOREtt ll'o
gyp. :GEAJSF•.: Pam'•.
J
N. 58201
O; STATE OF .'
ul111"i WOO
f
12-s:r_ 1
8/28/2017
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941380-1574.
SHEET DESCRIPTION:
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
DRAI'.'N6Y;. DATE:
BAT 04/29/08
DWG N: REV.;
CWS-154 I F
scALe, SHEET
1:1 2 OF 6
miaINTERIORWINDOW. SYSTEMS
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
54 12 38 35 32
48100
WVJW,CWS.CC
PVC
70
SINGLE HUNG
NON -IMPACT
D
Z 3TJ532
z
W
Z
W a Q"zO
z
Z S Q.D, W p33i
15 53 it 6 66 `1& 4 O
SECTIONS-B a
81OV,9F a
z-zz a,
53— NOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
Z Oz —2;7G-
r - LL l O O u zz -
RIGHT SIDE SHOWS SASH SECTION VIEW. Q O F z
u
O.w
r zrnw OJ(n. H.
14
39 O.. 5. F-0 w:r . .
ao, n n a
o NnREi"r<< 71
r.
INTERIOR
9 VVErJs Gpa±
48
No 5S201
O; STATE. OF 7L'/
54
i6
u6 0
v; j \
6
69
yiZ
48 8/21 J2017
LUCAS A. TURNER, P.E.
30 &`_
FL PE # 58201
1239 JASARA AVE.
30 NORTH. PORT, FL 34288
o 45 I PH.941-380-1574
SECTION C-C snEET DESCRIPTION:
ev ALTERNATE FIN FRAME I SECTION VIEWS
SECTION A -A
DRAWN BY: DATE:
BAT 04/29/08
OWGa: REV:
CWS-154 F
NOTE: ITEMS NOT SHOWN .FOR CLARITY:
20, 23, 25-26, 31, 36, 37, 44, 51-52, 55-56, 64, 67-6B SCALE: SHEET
1:2 3 OF 6
PARTS LIST
1- 31/8" {
T- 6
t 15zt6'
i tC
9 5/8'
Jll---
I PVC SASH STM. RAIL
I--1"--H-6028
PVC FRAME FIN
H-6026
31I6" 3(16"
III , ('
1. _ (
1 I ` I - 13
21t116"
4 (
tli 6^ i
V16'
o
Q' PVC SASH SIDE RAIL
H-6004
ANGEPVCEH6
1 1!8" 1 v6"-''—''1
5/16"-- I i I 112'
1
1g. tl i It
rnV- 18
I-` i-'/t6" .
L
L 1116
PVC SCREEN SUPPORT PVC SCREEN CATCH
S-6014 S-6013
3/4":—i___..+
L
t^ 0
T- ,.
i3
1/t6" 1 1116"
REINF,.SASH MTG. RAIL REINF. SBR/SSR
H-1497 S-1498
1/2"
3116"
1 I 3.__
70
f
SCREW SUPPORT
P-3113
ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
23/16"—
6
1 516"
i
PVC SASH MTG. RAIL
H-6027
1 112`--1
5
2 i/8' ---t/16"
FIXED MTG. RAIL
H-.1836
a -
131t6' F451
1lt6
PVC SASH STOP
S-6029
14)
7/8" 16L_
t
PVC. GLAZING BEAD
S-6064
9116
151 16
tils"
PVC FIXEDS-6063
COVER
FRAME CORNER
CONSTRUCTION
CORNER S LD
ALL SIDES) i1:8
37.
SCREWED TOGETHER WITH
D MEETING RAIL
DUTERFRAME?
1:8
V
f n/J(0%}f -Ma(YtY6Yl11444 uutr
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCAIA, FLORIDA 34474
WWW.CWS.CC
ITEM PART# DESCRIPTION VENDOR MATERIAL
1 H-6031 Main Fr„ SH, w/Flg., PVC. Head Mikron Vinyl
2 H-6031 Main Fr., SH, vl/Flg., PVC, Sill Mikmn Vinyl
3 H-6031 Main Fr., SH w/FIg...PVC, L. Jb, Mikron Vinyl
4 H-6031 Main Fr., SH, wlFl PVC. R. Jb. g.. Mikron VinylY
5 H-1836 Meet. Rail, Fxd. Keymark Alum
8100. PVC.
SINGLE HUNG
NON -IMPACT
8 H-6027 Sash Meei, Rail, PVC! Mikron Vinyl
9 H-1497 Reinf. Sash Meet. Rail Keymark Alum
10 H-6028 Sash Bottom Rail, PVC Mikron Vinyl
12 H-6004 Sash Side/Top/Bot, Rail Mikron Vinyl
13. S-1498 Reinf, S.6.R./S.S.R Keymark Alum
14 S-6064 Giz. Ed.,7/8",Pxd., Horiz. Mikron Vinyl
15 S-6064 Glz. Bd., 7/8",Fxd.. Vert, Mikron Vinyl G
w
o
Z
OI
z
K
w
a.
Z
a:
Z 3 C z 3
p Lu C' ¢ F o wzOZ' o' ~ z !Z
F w. Z O S
Z= 2 Q Z
O 0 O Z IL 0 a
p Z V j z j U NgOu_ O
XQOF- OF-O_Z
O 2EOoorrnowmw
i 0- X.O N
Z w wan:
16 S-6064 Glz Bd., 7/8' Sash, Horiz. Mikron Vinyl
17 S-6064 Glz. Bd., 7/8",Sash, Vert. Mikron Vinyl
18 S-5013. Scm. Adapt., w/Nib, PVC, Horiz. Mikron Vinyl
19 S-6029 Scm. Adapt., PVC, Vert. Mikron Vinyl
20 S-6029 Sash Slop! Filler, PVC, Vert, Mikron Vinyl
24 P-2190 Balance BSI
26 P-3059 Sash Cam, PVC BSI Plastic
26 P-3046 Take Out Clip 651 SS
27 P-3783 Lock Impact, PVC Interlock
28 P-4069 Keeper. Impact, PVC Interlock Za_mac
30 P-4479 Weep Cover w! Flap Gaer Plastic
32 P-3429 Wstp.. 0.270x .187 back FinSeal, Gray Ultrafati
33 P-3429 Wstp., 0.270 x.187 back FinSeal, Gray Ultratab
34 P-3429 JJstp., 0.270 x ,487 back FinSeal, Gray Ultrafab
rJ10RELV 4P
Vp.?•'GE NSF G Q'L.
No 59201
STATE OF :. W
0, ,,T P.`-
F ' L.Q R t V
SS/ONA1-;P`
8/28/2017
35 P-3429 Wstp., 0.270x .187 back FinSeal; Gray Ultrafab
36 P-3429 Wstp., 0.270 x .187 back FinSeal; Gray Ultrafab
37 P-4638 8 x 2-1/2 PH Mod. Truss Type A, Tek 2 Ajax Steel
38 P-3768 8 x 0.625 Ph PH SMS Hub City Steep
39 P 051W 98 x 1.250 Ph FH TEK, -W ht. Hub City Steel
40 P-4264 98 x 314 FH PH w/#6 Head. TEK,. Wht Hub City Steel
44 P-3342 Seam Sealer, SM-5504 Schnee
45 P-3752 Cap Plug, 112" Hole M&M Nylon
46 P-3438 Sikatlex 552 or Purfect Glaze "H" SikafHenkelj
48 P-3352 Set. Blk., 85 Dur., 118" x 516" x 2" Lg. F, Lowe Rubber
51 P3881 Temporary Lbl. (NFRC/DP
52 P-3613 CW S Lbl. (logo) Pro Label
53 Glass, Fixed (See Sheet 3)3116*
54 Glass, Sash (See Sheet 3)
55 P-3281 Spacer (see Sheet 3) Duraseal
56 P3281 Spacer (see sheet 3)- Duraseal
LUCASA, TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT-, -
1
34268
PH. 9d1-380-1574
T
62 P-3218 Screen Frame,. Horiz. Allmetal Alum
63 P-3218 Screen Frame, Vert. Allmetal Alum
64 P-3321 Screen Frame Corner Key Allmetal Plastic
65 P-3581 Screen Cloth, 18 x 16 Fiberglass Bettenve Fiberglass
66 P-3228 Screen Spline, .155 Dia.,. Wk. Cape Vinyl
SHEET DESCRIPTION:
BOM AND EXTRUSIONS
67 P3029 Screen Pull Tab Summit Alum
68 P-3033 Screen Spri ng, SS Fl. Screen SS
69 H-6026 Main Fr„ SH, w/Fin., PVC Mikron Vinyl
70 P-3113 Screw Support for PVC T. Plastics Nylon oRAwN BY:
BAT
I DATE:
04129/08715-6063 Fixed Rail Cover Mikron Vinyl
LINE
6-7, ALL EXTRUSIONS
DWG#:
CWS-154
REV.:
F _
IITEMS
11, 21-23. 29, „1. 41-43: 47, 49-50, 57-612931. 41 NOTE: scALE:
1:8
SHEET
4OF6,
WINDOW SYSTEMS L
1900.SW 44TH AVE.
14" M11AX. O.C. {TYP.) 4" MAX. (TYP)
F
8" MAX. O.C. (TYP,) OCALA, FLORIDA 34474
G" MAX. (TY P.)
SEE NOTE 2
4- MAX. (TYP.) ___ I- SEE NOTE 2
W W W.CWS..CC
6" MAX. (TYP.) i _-
I I g'•
MAX O.G.
O TYP.)
lCi I
MAX. O.C.
TYP.)
THRU FRAME ANCHOR
I--L I ---MEETING RAIL AT FIXED MEETING RAIi
4" (TYP) 1
CENTERLINE (TYP.)
I
4" (TYP)J V
INSTALLATION
II
ANCHORS TYP.
4
ANCHOR LAYOUT -(FLANGE)
ANCHOR LAYOUT (FIN)
INSTALLATION
ANCHORS TYP.
8100 PVC
SINGLE HUNG
NON -IMPACT
Q. z ¢ Z'S
r owo atW0zwWJO
u zOz ~
Z'
0 Q.w>-om3:m
LLr-.Z-=
t :
z z
Hn'•
0
OOO 4N z0
a
z-
p Z 1- D 0) zOz5,6ZDO_ K ¢
WO.M0Z W
O OK y 0 W O W ZSL)=
D OJU)r a
pI.uO a0 r a
a wx3aw f
No SS201 53
STATE OF : u/ O
p 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 114". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING SHIMS SHALL BE ALLOW
y f- CONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ED. 8/
28/2017 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 W ITH PRESSURE TREATED WOOD. MUST FL PE 11158201 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: 6.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL: BE. BEYOND WALL DRESSING OR STUCCO_ FOR CONCRETEICMU.OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - IX BUCKS ARE ANCHOR SCHEDULE AND OPTIONAL.
NOTES 7,
A MINIMUM CENTERJO-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 REV.:
SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, SHEET 6. '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: IDWG#:
CWS-154 F SCALE:
SHEET FM0.1AAMA 100(FIN WINDOWS). FPAA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),.FMA/AAMA^NOMA 300(EXTERIOR DOORS) 1:
25 5 OF 6
MIN. EMBEDMENT'
TYPICAL HEAD ANCHORAGE SEE TABLET SUBSTRATE VV- (Y.67/LY UUU'
BY OTHERS WINOOVV SYSTEMS
MIN. EDGE DIST.
114" MAX SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRATE j
1— 1900 SW 44THAVE.
SEE.TABLE1 SEE TABLE 1 BY OTHERS
I i V4"NAX.SHIM-----y{{ FSEE TABLET WVUNACVJOCCA34474
SUBSTRATE BY OTHERS --
SEE TABLE 1 ti MIN: EDGE DIST.
MIN. EMBEDMENT - ( SEE TABLET iSEETABLE18tI .1.
PERIMETERSEALANT- I 00 PVC BY
INSTALLER jINSTALLATION ANCHOR — INSIDEAND OUT / '
iI SEE TABLET i SINGLE HUNG J/ —h MIN
EMBEDMENT
SEALANT BEHIND SEE
TABLE 1 NON -IMPACT FLANGE BY INSTALLER
L 114" MAX. SHIM j j a Q
Z 3 Qz~S PERIMETER SEALANT Z
w 0 Q t W O wPERIMETER SEALANT BY
INSTALLER w
Z O Z a F Z I - BY INSTALLER INSIDE
AND OUT H W Z O 3 INSIDE AND OUT
INSTALLATION. ANCHOR Z Z S 2. 6 a W 0 0 SEE TABLET O01-0 d.=ha SEAINSTALLATION ANCHOR FLANGE
BYINSTALLERSEALANTBEHINDTBEHINDU
U rn ? o_ F' a SEE TABLE 1 - /
FIN BY INSTALLER 0 p U V 7 B HORIZONTAL SECTION /
C HORIZONTAL SECTION ¢ F- Z Z O U- O 6. TYPICAL JAMBANCHORAGE
6 TYPICAL FIN ANCHORAGE ry 2 F O Z HEAD AND SILL
SIMILAR FOR FIN INSTALLATION H a 1- } S) y> O f F1/4"
MAX. SHIM SEALANT BEHIND FLANGE
BY INSTALLER
O i PERIMETER SEALANT
MIN.
EMBEDMEN' BY INSTALLER SEE
TABLE 1 INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1
i-" MIN. EDGE DIST. SEE TABLE 1
TABLE 1: APPROVED
INSTALLATION FASTENERS FRAME TYPE SUBSTRATE
TYPE ANCHOR TYPE MIN; EMBEDMENT MIN. EDGE DIST. FLANGE CONC V
1.118" NGE HOLLOW OR
GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITN TAPCON 1" FLANGE FLANGE GROUT -
FILLED
CMU (ASTM C-90) 3116" ELCO ULTRACON 1-1/4" 2-112" FLANGE 2X PAIN.
SOUTHERN PINE (G=0.65) 3/16" ITN
TAPCON OR ELCO-.ULTRACON
1 3/8
7/8 FLANGE 2X MIN.
SOUTHERN PINE (G=0.55) 100WOODSCREW - 1-3/8" 7/8" FLANGE 16 GAUGE (
0,
060" ) MIN. STEEL STUD 33 KSI YIELD
MIN) 10.16 HILTI
KWIK-FLEXOR-. ITW TEKS SELF -DRILLING
SCREW FULL THREAD THRU-
0.060"
FLANGE 1/8
ALUM. (
6063-T5 MIN.) OR 1/8" STEEL (
33 KSI MIN.) 410 GRADE 5
SELF -TAPPING 1 DRILLING SCREW FULL
THREAD THRU
0.125"
FIN 2X MIN.
SOUTHERN PINE (G=0.55) 910 WOOD SCREW 1-112" w R a
if m o w o w a0 w In
0' a.
0 In a w aD- a3a
l' ko.REta '
1,,, GpS.ti.0
E N.y'.%Q J" N. 58201cc
a'. STATE
OF .
0 G hS/ONAt
N',
I y Q
LUCAS
A.
TURNER, P.E. FL PE # 58201
PERIMETER SEALANT— -'' 1239JABARA
AVE. BY INSTALLER NORTH
PORT, FL 34288 INSM AND OUTHORIZONTALSECTIONPH.
941-380-
1574 p1 BOX FRAMEINSTALLATION
SHEET DESCRIPTION. SIMILAR. FOR SILL
AND JAMBS FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE
REMOVAL NOTE:
PARTIALLY OR FULLY REMOVING THE FLANGE, UP TO AND
INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 04/29/
08 PAIN. 1/4"
FILLETOF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG#: Rev.: INSIDE AND OUT,
FULL PERIMETER, BY INSTALLER, j CWS-154> F PRODUCT ANCHORAGE IS
IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE
WINDOWS. SCALE: 1:2 SHEET
6 O
F
6
1/4/2018 Florida Building Code Online
a
i5 e I
tT i .
3,f
c i fPr , It ss,i
BCIS Home ( log In ;User Registration j Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map ? Links Search
Florida
Pro duct Approval
USER. Public User
Product Approval Menu > Product or Application Search > Application List > Application: Detail
FL # L4452-R6
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 Monteverde
Address/Phone/Email 1900 SW 44th Ave
Ocala; FL 34474
352) 368-6922 Ext221
amonteverde@cws.cc
Category Windows
Subcategory Casement
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
vl Validation Checklist - Hardcopy Received
FL4452 R6 COI Eva IReport 160E.pdf Standard
ANSI/
AAMA/101/IS2/A440-05 PA
TAS 202 Year
2005
1994
http://
www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxDnWtyg6SfkpXy3ORPNUIdIPgnxbVUOQ`/pad 1/2
1/4/2018 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 09/27/2017
Date Validated 09/29/2017
Date Pending FBC Approval 10/03/2017
Date Approved 12/12/2017
Summary of Products
t.. .... .
FL # I Model, Number or Name 1 Description
4452.1 8400 Vinyl FIg/Fin, Frame Casement 8400 Vinyl Flg/Fin Frame Casement Window
Window
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4452 R6 II CWS-160E.pdf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +65/-65 Evaluation Reports
Other: 8400 Vinyl FIg/Fin Frame Casement Window C-R65
1
FL4452 R6 AE EvalReport160E.Pdf
36 x72) +65/ 65 psf. Glass complies with ASTM E1300 04 Created by Independent Third Party: Yes
4452.2: CA 8400 Vinyl FIg Casement Window CA-8400 PVC Flg Casement Window, Non -Impact, 36" x 72".
Limits of Use Installation Instructions
Approved for use in HVHZ: Yes FL44S2 R6 II CWS-508C'.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: See Installation Drawings for Design Pressure. Non- FL4452 .R6 AE EvalReport508C.Ddf
Impact, Max. size 36" x 72". Glass complies with ASTM E1300- Created by Independent Third Party: Yes
04.
Contact Us ;: 2601 BlairStone. Road, Tallahassee FI. 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 notsendelectronic mail to
this entity: Instead, contact the office by phone or by traditional mail. If you have any questions,. please contact 850.487.1395. `Pursuant to Section 455.275(
1), Florida Statutes, effective October 1, 2012,:.licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emailsprovided maybe used for official communication with the. licensee. However email addresses are public record. If you do not wish to supply a personal. address, please provide
the Department with an email address which can be made available to the public. To: determine if you are a licensee under Chapter 455,. F.S., please click here .
Product Approval Accepts`.
Credit Card Safe
y,,.P
c1
http://www.
floridabuilding.
org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxDnWtyg6SfkpXy3ORPNUIdIPgnxbVUOQg/o3d 2/2
I
TURNERENGINEERING &
CONSULTING, INC.
1.239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. 429779
Evaluation Report 160E
August 28, 2017
Product Description: Series 8400 PVC Casement Window, Non Impact, 36" x 72" unit size 37
1/4" x 73 1/4" flange size, 1/8 or 3/16 Annealed or Tempered IG Glass
Manufacturer: Custom Window Systems, Inc. 1900 SW 441h 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 corrmplies 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-160E, signed and sealed by Lucas A. Turner, P.E.
3) Test .Reports NCTL-210-3586-3, from National Certified Testing Laboratories, Orlando,
FL signed and sealed by Gerard J. Ferrara, P.E. on 4/20/09
a. 'Testing Performed: AAMA/WDMA/CSA ] 01/I.S.2/A440-05
4) Supplemental Calculations to support CWS-] 60E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-160E.
Limitations of Use: This product:
May be used in X configuration in sizes up to 36" x 72" unit size, or 37 1/4" x 73 1/4"
flange size, with max. glass daylight- size of 29 1/4" x 64 1/4"
Achieves design pressures as indicated in comparative analysis table in CWS-160E
Is non -impact and requires the use of shutters
May not be used in the High Velocity Hurricane Zone
Requires 1/8 or 3/16 Annealed or Tempered IG Glass (E1300 limitations prevent the use
of 1/8 Annealed IG glass in sortie sizes as indicated in CWS-160E)
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-160E
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.
j.'$tIIIItIII,,,
ri
Lucas I\o 58201
u= ZTurnerrzd
2017-08-30 oSTATE OF ed 8/28/2017 16:
00+20:00 r'' ",'~ Lucas
A. Turner, P.E. fSfiti`
L,+
FL PE #58201
CASEMENT - NON -IMPACT
73 1I4"
MAX.
FLANGE j
HEIGHT B
72" MAX
UNIT
HEIGHT
i
I
70- MAX.
SASH
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
GLAZING DETAILS & DP CHART........2
SECTION VIEWS ...........................3
BOM & EXTRUSIONS .......................4
ANCHOR SCHEDULE & NOTES .......... 5
INSTALLATION DETAILS., ........... _6
37 114'
MAX. FLANGE WIDTH
36- -
MAX. UNIT WIDTH
34" _
MAX.. SASH WIDTH
A-
BI
I
I
I
I
I
A
C ' 6J
A
231(Z
GLASS DLO
LEFT HINGE SHOWN
RIGHT HINGE -OPPOSITE
DLO
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDABUILDINGCODE (FBC), CURRENT EDITION,
2.
GLAZING OPTIONS: (SEE SHEET 2) 3.
CONFIGURATIONS: "X". ALL WINDOWS OPEN TO OUTSIDE.- LEFT OR RIGHT.
4,
DESIGN PRESSURE RATING (SEE SHEET 2): NEGATIVE
DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-0001109. POSITIVE DESIGN LOADS BASED ON, TESTED
PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04e01109. 5. ANCHORAGE:
THE.33 1/3 % .
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
SEE SHEET 6 FOR. ANCHOR DETAILS. WINDLOAD DURATION FACTOR'Cd=1.
6 WAS USED FOR WOOD ANCHOR CALCULATIONS, 6. NOT APPROVED FOR
IMPACT RESISTANCE,
IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE
DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY
WELDED. B. SERIES/ MODEL DESIGNATION CA-8400.
9. THE DESIGNATION X AND 0
STAND FOR THE FOLLOWING: X = OPERABLE SASH MAX. UNIT SIZE
DESIGN PRESSURE RATING
IMPACT RATING SEE COMPARATIVE ANALYSIS 36" x 72"
NONE CHART, SHEET
2 Lucas Turner 2017-
08-30 17:
11+
20:
00 1900 SW
44TH AVE. OCALA, FLORIDA
34474 W W W.
CWS.CC 8400
PVC CASEMENT NON -IMPACT I
Q ? QZo
owo
o w Z..
pZ HZOOTV--
uw Z. -32 0Z—
CnZ Z 00 U v
0 0—
1-za.EpOLLZ 2H rF .O
Z 1¢- I-}
0w0 OO Wo0JU)
I- Z a
0 W~0 iaH
a a a Gp ..-,
GEtdSF w N. 58201 •': p
04 STATE
OF t zz_
8/2812017 LUCAS A. TURNER,
P.
E. I FL PE 4 58201
1239 JABARA AVE. NORTH PORT, FL
34288 j PH.941-
380-1574 GENERAL
NOTES AND ELEVATIONS AIDE
07/27/07 VG 4:
REV.: CWS-160
E
ALE: I SHEET 1:
15 I 1
OF B
DESIGN PRESSURES (PSF) FOR "X" CONFIGURATION
Unit Glass Unit Height (in.)
Width (in.) Type 18 24 30 36 42 48 54 60 66 72
A 70.0 / -97.5 70.01-97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0'/ -97.5
18
B, C, D 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 /-97,5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5
24
A 70.0 / -97.5 70.0 / -97.5 70.0 -/ -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -92.9 70.0 / -81.9 70.0 / -74.2 70.0 /'-70.0 66.51-66.5'
B, C, D+ 70 .0/-97.5 70.0 1-97.5 7D.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -97.5 70.0 / -87.8
A 70.0 / -97.5 70.0 / -97.5 70.0 / -93.6 70.0 / -93.6 70.0 / -93.6 70.01-88.7 70.0 / -74 6
30
B, C, D 74.0 7 -97.5 70.0 / -97.5 70.0 / -93.6 70.0 / -93.6 70.0 / -93.6 70.0 / -93.6 70.0 /' -93.6 70.0 / -93.6 70.0 / 82.6 70.0 I -73.9
A 70.0 / -86.7 70.01 -73.1 66.9 / -66.9 65.0 / -65.0 65.01 -65.0 65.0 ! -65.0 65.0 / -65.0
36.,
B, C, D 70.0 1 -86.7 70.0 / -73.1 66.9 / -66.9 65.0 / -65.0 65.0 / -65.0 65.0 / -65.0 65.0 / -65.0 65.0 t -65.0 65.0 /-65.0(_
VS" OVERALL 7/8' OVERALL
118" ANNEALED - + 3/16" ANNEALED
S18" AIR SPACE 1/2" AIRSPACE
118" ANNEALED 3/16' ANNEALED
PURFECT GLZE"H"
SIKAFLEX552 I I
PURFECT.GLZE "H'
3 SIKAFLEX552
1/2' GLASS BITE
GLASS TYPE A
NOTES:
1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE,
2. SHADED SIZES ARE NOT ALLOWED FOR THAT GLASS TYPE.
112" GLASS BITE
ED GLASS TYPE C
718"OVERALL
118" TEMPERED
8" AIR SPACE
111/8" TEMPERED
ZE "H"
2
ITE
GLASS TYPE D
718" OVERALL
1/2' AIRSPACE
3116"' TEMPERED
PURFECT GLZE"H"
SIKAFLEX552
1/2" GLASS 817E
WINDOW SYMMS Lk
1900 SW 44TH AVE.
OCALA. FLORIDA. 34474
vvww,cwS.cc
8400 PVC
CASEMENT
NON -IMPACT
a z 3 ¢z3
ou.Io Q-owo
z ZQz WFKZ
o FW Zo 2= 0
o1=oa<wpO v
00I-z 1--0o- o
2z- 0z"6 DU- Ow770_
H
d
r Z SKI--,
753 0'Kmnwrnw Lutn:
O mr zWa0
Wr0 cL _ a
x d ORE
W P4r '. v
SD No58201at•
STATE OF VN
8/
2820 LUCAS
A. TURNER, P.E. FL
PE P 58201 1239
JABAR:A AVE. NORTH
PORT, FL34288 PH.
941-380-1574 COMPARATIVE
ANALYSIS AND
GLAZING DETAILS ADE
1 07/27/07 CWS-
160 E ALE:
I
SHEE7 1:
1 20F6
owgo .
WINDOW SYSTEMS
NTERIpR
1351 (33 OCA A, FLORIDAAVE. OCRLA, IORI34474 j Www.
CwS.CC 29 (
221 11 So 4 48 i o
8400 PVC j CASEMENT
1s
OD NON -IMPACT 48
18 1 az
484Y.OB 51
51 LL
810
31. 5147 18 V Z ZZF~=- SECTION
VIEW B-B Q O z. U 22
pw2moK 0Q
w
tnU—
Z.L p0
O v2LLwOW O
vlf Wfew - pQ_- r:oH
a w3aN aINTERIOR
Op`'.GEraSF G?-: 40
tit * a r
STATE
OF W 73
453 SLR,
0—
r G_ ®
36
5
cn 8/28/2017 I
L-1 LUCAS
A. TURNER, P.E. FL
PE 9 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 O
J
39 PH.
941-380-1574 SHEET
DESCRIPTION: SECTION
VIEW C-C SECTION
VIEW A -A ALTERNATE FIN FRAME SECTION VIEWS DRAWN
BY: 'DATE: ACE
i 07/27/07 DWG
R: REV.: ITEMS
NOT SHOWN FOR CLARITY: C'
NS-160 E scuE:
SHEET 14, 16-17. 19-20, 25, 27, 32, 34, 37-38, 42. 44-45, 50 1:
2 3OF6
PARTS LIST
3118°~ FRAMEAND ' SASH
CORNER i
CONSTRUCTION I Q
QQ j 2) -
3/
16" =- 0s6
3111ts
4
716^
I
Iot/
ts" PVC
GLAZING BEAD LD S-
6064 CALL SIDE) ALLSIDES) 8PVC
FLANGE FRAME H-
6o306 2
sn6•— 3—--
58
I
71ts
T-j f
D-
6 . 46 I
o (R7l
1116 t6' 2114,
yl 9C01L, .062 X .656 COIL, .05 X:.437 1t116" P<I491 P-4050 o
L—
PVC
SASH H-
6008 r'
T— ails -
1 s^
tlts Sn
6" 5n6" I
SCREEN
RAILSIDEBTM SCREEN RAIL TOP/SIDE H-
1592 H-1593 1 —
3 i/8^ -j 3/4'—'— I_
I
11/
16" st
Q
5 1— - 8 SASH
REINF. S-
1505 4
vr' — 1/
ts' o
112•-----
3116'
H
3, Lt^
T - is
SCREW
SUPPORT PVC'
F6 FRAME P-3113 H-
6030A y(
WINDOW
SYSTEMS 1900Sw44THAVE.
OCALA.
FLORIDA 34474 WWW.
CwS.CC ITEM
PART # DESCRIPTION VENDOR MATERIAL 1
H-60308 FR., CASE.; MAIN, HEAD MIKRON PVC 2
H-6030B FR., CASE., MAIN, SILL MIKRON PVC 3
H-.6030E FR., CASE., MAIN, JB., RIGHT MIKRON PVC- 4
H-5030B FR., CASE., MAIN, JB., LEFT MIKRON PVC 5
H-6030A FR., CASE., W/ FIN MIKRON PVC 8400
PVC CASEMENT
NON -
IMPACT 6
H-6008 SASH, CASE„ TOP RAIL MIKRON PVC 7
H-6008 SASH, CASE., BOT. RAIL MIKRON PVC 8
H-6008 SASH, CASE., SIDE RAIL, HINGE MIKRON PVC 9
H-6058 SASH, CASE., SIDE RAIL, LOCK MIKRON PVC 10
H-1592 SCREEN RAIL, SIDE/BTM KEYMARK ALUM 11
H-1593 SCREEN RAIL, TOP/SIDE KEYMARK ALUM J z
w
9
Z
zOo
z
T
w
a
per,
D-
z
oT
JoaoZ
p z K~ z~ acn-
yp 3m Zw3zT _ z1-0L3< O O
t- p Z
a y 0 CL z
j z? r n p
Z p vn z o p v i- - , m O p - Z 3p - = p - y
U z oF } $ p p
o u o w vi w n.
p n cn W
w oa
GLASS
2 13
P- 028 SE12 E. BIKE 85 OUR., 1/8" X7/8" X2" LG. FRANK LOWE RUBBER 14
P-3029 SCREEN LIFT -OUT SUMMIT 15
P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER 16
P-3195 SCREEN SPRING, NO HOLE TENSION 17
P-3197 SCREEN CORNER KEY M&M NYLON 18
P-3217 WSTP., WHITE LEAF SEAL, FRAME. AMESBURY RUBBER 19
P-3228 SCREEN SPLINE, .155 DIA, BLK DAPA 20
P-3281 SPACER, DURASEAL, SEE SHEET 3 DURASEAL TRUSEAL' 21
P-3342 SEAM SEALER, SM-5504 SCHNEE SILICONE 22
P-3429 WSTP., .270 X.187 BACK; ULTRA FIN, BLACK, SASH ULTRAFAB 23
PURFECT GLAZE "H" , SIKAFLEX552 HENKEL, SIKA 24
P-3539 8 X 3/4" QUAD PH TEK; ZINC, SCREW JG
o`
yNOEEs r
No
58231 zb
c'= n
STATE of :tr 4: p(OR.
OR . , SS'
ONA `E F`i z
3/
2S/2017 25
P-3581 SCREEN CLOTH, 18 X 16 FIBERGLASS PHIFER 26
P-3587 8 X 1" PH FH TEK2, SS, SCREW FASTENAL SS 27
P-3613 CWS LBL. (LOGO) 28
P-3685 CS-8400 GOLD CERT. LABEL; NFRC TAB 29
P-3752 CAP PLUG, 1/2" HOLE M&M NYLON 30
P-3881 TEMPORARY LBL. (NFRCIOP) 31
P-3940 SNUBBER, SS, PVC 32
P 4003 TIE BAR GUIDE, ROTO. HDWE. ROTO 55 33
P-4004 8-32 X 1/2" PH PH, MS, SS (ROTO HDWE, LOCK) FASTENAL SS 34
P-4005 SUPPORT PLATE, LOCK, SS, ROTO HDWE. (Usew/ P-4006) ROTO SS 35
P-4008 LOCK, MULTI -POINT, ROTO HDWE., WHITE ROTO SS 36
P-4007 ROTO. OPERATORS (FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37
P-4009 TRACK & SLIDER ASSM., ROTO OPER., ROTO HDWE., (13") ROTO SS 38
P-4010 STUD BRKT., ROTO OPER,; LH., ROTO HDWE. ROTO SS 39
P 4012 SHIM, ROTO OPERATOR, ROTO HDWE. (4(8mm) ROTO NYLON 40
P-4014 HANDLE, STD, ROTO OPER, ROTO HDWE: (WHITE) ROTO' ZINC LUCAS
A. TURNER. P.E. FL
PE ft 58201 1239
JABARA AVE. NORTH
PORT, FL34288 PH.
941-380-1574 41
P-4018 HINGES (LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS 42
P-4020 SUPPORT WASHER, ROTO OPER, ROTO HDWE. (SS) ROTO SS 43
P 4021 8-32 x 3/4" Quad FH W/ 1/16" Lead, MS, SS, ROTO OP., ROT FASTENAL SS 44
P-4024 GASKET, ROTO OPER.. ROTO HDWE., 1/15" HOP 45
P-4031-P-4040 TIE -BARS, ROTO HDN1E. 1-5 LOCKPQINTS, SS (BY OA HGT.) ROTO SS SHEET DESCRIPTION: BOM
AND EXTRUSIONS j 46
P-4050 REINF, COIL -ALUMINUM, 5052-H32 (.050 X.437), HD PRECISION STEEL ALUM 47
P-4043 STKE MULTIPOINT RIM&M NYLON 48
P-4146 t48 x 3/4 PH FLAT TEK SS FASTENAL SS 49
P-4491 REINF. COIL -ALUMINUM, 5052-H32 (,062 X.656); HD PRECISION STEEL ALUM' DRAWN BY; AIDE
DATE:_
07127/
17 50
P 3641 6 x 5/8".PH.FLATTEK #7 HEAD, SS FASTENAL SS 51
S-1505 JKLINF. CASE: SASH KEYMARK ALUM I CWS-
160 I—:
E
52S46064GLZ. BD., 7/8" MIKRON PVC I
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE:
1:
2. SHEET
4
OF 6
12 518" MAX. 0.
6" MAX. (TYP.)
6" MAX (TYP,)
12'
MAX. O.C.
TYP.)
INSTALLATION
ANCHOR(TYP.)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD,
4•
4"
6-THRUFRAN
HINGE SIDE JP
C900'!
NOTE2 WINDOW SYSTEMS
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
wwvl.cws.cc
INSTALLATION 8400 PVC
ACNHOR(TYP.)
CASEMENT
NON -IMPACT
a z 3 4Z
I- Owo wwoo
O z0.Z>,0 X31m
1.1 la-. W Z:1- 3: 2 x
Z zrmaofWoo
U 001,-ZaF-0CL
O ZZI'-aN z (.
O O n U- Q
I-wmooo Z w
1
in 0 Xw
o w O w z w
o f n d ffW
w[I! 2. SHIM
AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE: SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.. WOOD SHIMS ARE NOT ALLOWED, 3. ANCHOR
TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE SPECIFIED IN THESE DRAWINGS. SEE TABLE 1, SHEET 6. 4. ALL
INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT. MATERIAL OR COATING. DISSIMILARMETALSOR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED
TO.PREVENT REACTION. 5. INSTALLATION ANCHORS
SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S :INSTALLATION INSTRUCTIONS, AND. ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED IN
TABLE 1, SHEET 6. 6. ANCHOR EMBEDMENT
TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU.OPENINGS,: EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IFUSED. INTO SUBSTRATE.- 1XBUCKS ARE OPTIONAL. 7. A
MINIMUM
CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. 8. WOOD OR
MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED. BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET
THE MINIMUM STRENGTH REQUIREMENTS AS. SHOWN IN TABLET, SHEET 6. 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), FMAAMDMA 250(BOX WINDOWS), FMA/AAMAI'NDMA 300(EXTERIOR DOORS) N0PptORE No 58201
STATE
OF z_
8/28/
2017
LUCAS A. TURNER,
P,E.. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
3,1288 PH. 941-380-
1574 SCHEDULE AND NOTES
ADE 1
07/
27/07 VG N: I
REV.: CWS-160 E
ALE: SHEET 1:
14,29
5 OF 6
NAIN. EMBEDMENT (o%%J.Cam m SEE TABLE I— SUBSTRATE
WINDOW SYSTEMSTYPICALHEADANCHORAGEjByOTHERS !
1/4" MAX, SHIM — SEE TABLE MIN. EDGE DIST. SUBSTRATES 1900 SW 44TH AVE. I
t SEE TABLE 1 BY OTHERS OCALA, FLORIDA 34474MIN. EDGE DIST. SEE TABLE 1
SEE TABLE 1 I 1/4" MAX, SHIM -- I - W WW.CWS.CC
SUBSTRATE BY OTHERS
SEE TABLE 1
1
SEE TABLE 1 U
8`+w ,t 0 PVC
MIN, EMBEDMENT (1-
1
PERIMETER SEALANT- SEE TABLET INSTALLATION ANCHOR-H-- _ CASEMENT
BY NSTALLER SEE TABLET U j
INSIDEAND OUT
I ( SEE TAB EMIN.DI NON -IMPACT
SEALANT BEHIND (^ }-
7
O
FLANGE BY INSTALLER O 1
114' MAX. SHIM. O a I I, ¢
IO f `-_-PERIMETER SEALANT Z Ow C1 a W O Ow
PERIMETER SEALANT
I BY INSTALLER w Z O Z IY - Z!=
INSIDE AND OUT D ¢ - w } O CC m
BYINSTALLER w 1- w Z I-..? 2INSIDEANDOUTINSTALLATIONANCHORZZ= 2 Q It 0 0
SEALANT BEHIND
SEE TABLE 1 O O
U O O a F V) a
FLANGE BY INSTALLER SEALANT BEHIND 0 Z - S 2 Z to
FIN BY INSTALLER Z 0 C9 D O -
HORIZONTAL.SECTION: / t,. HORIZONTAL SECTION a p Z, 2 Z O LL- UOZ_
INSTALLATION ANCHOR
i 6 TYPICAL JAMB ANCHORAGE B HEATYPICAL FIN ANCHORAGE Q
D AND SILL SIMILAR FOR FIN INSTALLATION Q X O} ? 0SEETABLEI }U3:LD
r w 0001 WcujV7w
SEALANT BEHIND -\ U ('
V4" MAX. SHIM
FLANGE BY INSTALLER
I'
PERIMETER SEALANT MIN. EMBEDMEN
BY INSTALLER SEE TABLET
INSIDE AND OUT
SUBSTRATE BY OTHERS- -
SEE TABLE 1 I - - MIN. EDGE DIST.
SEALANT UNDER SCREIN
EE TABLE 1
HEAD BY INSTALLER /_.,P1 VERTICAL SECTION _
6 TYPICAL SILL ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST.
FLANGE CONCRETE (2.0 KSI MIN.) 3116" ITW TAPCON
FLANGE 1" 2"
CONCRETE (2.85 KSI MIN) 3116" ELCO ULTRACON 1"
FLANGE GROUT -FILL - 2-1/2"
FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42).
3/16"1TW TAPCON
OR ELCO ULTRACON
1-316" 7/8"
FLANGE 2XMIN. SPRUCE -PINE -FIR (G=0.42) 910 WOOD SCREW 1-318" 718"
FLANGE
16 GAUGE (0.06U) MIN. STEEL STUD
33 KSI YIELD MIN)
910-16 HILTI KWIK-FLEXOR ITW
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.060"
7116„
FLANGE
118" ALUM. (6063-T5 MIN.) OR
118" STEEL (33 KSI MIN.)
10 GRADE 5 SELF -TAPPING !
DRILLING SCREW
FULL THREAD
THRU 0.125"
7/16"
FIN 2XMIN. SPRUCE -PINE -FIR (G=0.42) 48 WOOD SCREW 1-112 7/16"
NOTE: ADDITIONAL THRU-FRAME ANCHORS r 0 coZ= a of p n
AS SHOWN IN DIET. B/6) REQ'D AT THE HINGE 0 w ~ 0 0. = >_ 2:
SIDE JAMB, SEE SHEET 5 ANCHOR LAYOUT. a a a
j; .``Pr'.ORE4V Jaii
41Gr cE N`!RGpi
J'
No 98201 :10
cr
9 STATE OF : LU+
O L \ AF
ONA
D 8/28/2017 t
LUCAS A. TURNER, P.E.
y FL PE # 58201
1239 JABARA AVE.
BYINSTPERIMETERSEALANT------LANI'--- NORTH PORT, FL 34288 INSIDE
AND OUT p"\
PH.
941-380-1574 HORIZONTAL
SECTION SHEET DESCRIPTION: BOX
FRAME INSTALLATION HEAD
AND SILL SIMILAR FOR: BOX INSTALLATION INSTALLATION DETAILS FLANGE
REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: UP
TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 07/27/07 MIN.
1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG
k: REV.: INSIDE
AND OUT, FULL PERIMETER, BY INSTALLER. CWS-160 E PRODUCT
ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET SHOWN -
FOR FLANGE WINDOWS. 12 6 OF 6
Florida Building Code Online Page I of 2
wllf Y ....:
fb X
9
BCIS Home Log In I User Registration Hot Topics ( Submit Surcharge ! Stats & Facts I Publications FBC Staff BCIS Site Map Links I Search
FiC I>3
st j Product Approvalbill a USER: Public User
Product Approval Menu > Product or Application Search > Application tiSt > Application Detail
1
FL # L16177-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived. C!
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 )ay 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.ca
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
Ri Validation Checklist - Hardcopy Received
FL16177 R2 COI EvalReoort812C.pdf
Standard
AAMA/W D MA/CSA/ 101/I. S.2/A440- 08
ASTM E1886-05
ASTM E1996-09
PA TAS 201/202/203
Year
2008
2005
2009
1994
http://www.floi-idabuilding.ora/pi-/pi- app_dtl.aspx?param=wGEV XQwtDdvyf4ngAXh 10... 12/14/2017
Florida Building Code Online Page 2 of 2
61,
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
77.1L SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limt 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 S8201
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.Ddf
Safety glazing required on outer lite above 30 ft. in HVHZ. Created by Independent Third Party: Yes
Glass complies to ASTM E1300-04.
Sack n-_-
Contact us :; 2601 Blair Stone Road Tallahasc efL 4 399 Rhone: 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
electronic mail to this entity, Instead, contact the office by phone or by traditional mail.: If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(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 emails provided may be used foe 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 Ir you are a licensee under
Chapter 455, F.S., please click here .
Product Approval. Accepts:
m Ul n rC R
Credit Card
Safe
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgNryf4ngAXh 10... 12/14/2017
T UNE ENGINEERING &
CONSULTING,
INC. 1239
Jabara Ave. North
Port, FL 34288 Ph.
941-3 80-1574 FBPE
C.O.A. #29779 Evaluation
Report 812C August
29, 2017 Product
Description: Series 8100 PVC Single Hung, Large Missile Impact, 51 7/8" x 61 3/4" unit size, 70
PSF, no anchors in sill Manufacturer:
Custom Window Systems, Inc. 1900 SW 44 h Ave, Ocala, FL 34474 Statement
of Compliance: This report evaluates the above -listed product per the requirements of FAC Product
Approval Rule Chapter 61 G20-3.005 (4). This product complies with the requirements of the 61h Edition (
2017) Florida Building Code including the High Velocity Hurricane Zone. The product testing standards
performed are outlined below. Technical
Documentation: 1)
This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2)
Approval drawing CWS-812C, signed and sealed by Lucas A. Turner, P.E. 3)
Test Report NCTL-21.0-3815-1A, -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 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA 101/I.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
a
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 (l/8Ann-.090PVB-1/8Ann) inboard lite Requires
Kuraray (Dupont) PVB Interlayer per Miami -Dade N.O.A. 1.6-1117.02t Requires
Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 17-0206.10t t
I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6t'
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. ISIf
jl Lucas
No 58'01 ' Turner
2017-
08-30 pO STATE OF ,W 16:
11 +20:00 0• P ;
w,:
8/29/2017 R ,.`'
N' Lucas
A. Turner, P.E. IONAI
frs FL PE 458201
SINGLE HUNG -
63' MAX.
OVERALL
FLANGEHEIGHT
B
I
61 3/4•
MAX.
UNITHEIGHT
I
30 3116" I
MAX.
SASHHEIGHT ^
I LJ
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
GLAZING DETAIL.................................2
SECTION VIEWS.................................3
EXTRUSIONS. & B.O.M........................4
ANCHOR SCHEDULE & NOTES
INSTALLATION DETAILS....................6
53118" MAX. OVERALL FLANGE WIDTH
51 7/8" MAX. UNIT WIDTH
47 71176" GLASS DA
L
A
45
1/16' — GLASS
DLO 48
3/8• MAX.
SASH WIDTH GENERAL
NOTES: f V,,,,r,ob CT1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS 15 TOCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND 19W SW 44TH AVE. IS
RATED FOR WIND ZONE 4 MISSILE LEVEL 0 IMPACT USE AS DEFINED OCALA, FLORIDA 34474 IN
ASTM E 1996 PER THE FBC. WWW.CWS.CC 2.
GLAZING OPTIONS: (SEE SHEET 2) 8100
PVC 3.
CONFIGURATIONS: "OfX°. SINGLE
HUNG 4.
DESIGN PRESSURE RATING: IMPACT NEGATIVE
DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-04e01/09. POSITIVE
DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION
TEST PRESSURE AND GLASS TABLES a o W- w 0 ASTM
E-1300-04e01/09. z W - o
5.-
ANCHORAGE: THE 33 113 % STRESS INCREASE HAS NOT BEEN USED uj
ZOZ Kk- 1-- d
rn E O W m z
i.i z w INTHEDESIGNOFTHISPRODUCT. SEE SHEET 6 FOR ANCHOR a 00 p DETAILS.
WINDLOAD. DURATION FACTOR Cd=1.6 WAS USED FOR WOOD O UO
O O I j a =_ ~- ANCHOR
CALCULATIONS. Z -. cn - Z F j N B
26.13116" 6. PRODUCT APPROVED FOR IMPACT RESISTANCE.. SHUTTERS ARE Z ' 2 OZ = az GLASSNOTREQUIRED. Q O l Z DLO7.
ALL FRAMES AND VENTS FULLYWELDED. SMALL JOINT SEAM SEALANT w LD KO >- :) w w w USED
AT FIXED MEETING RAIL AND JAMB. a z = a w 0 N 8.
SERIES / MODEL DESIGNATION SHA100. tr x I_0 ELM au, w aaS.
THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X =
OPERABLE SASH, 0 = FIXED SASH rpnurr.
p 4
PTSOREW 14 10,
SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN SIMILAR 5 •'
GEN OP: •J SF'•.Pv. GLASS
LOCATION.
No 59201 DLi
11. EXTERNAL WEEP SLOT = 1/4" z 1-114" LOCATED 4" FROM BOTH ENDS. C pro= :t B9 ; STATE OF J4): MAX.
UNIT SIZE DESIGN
PRESSURE IMPACT
RATING RATING
51-
7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT LucasTurne
r
2017-
09-22 Z 13:
36-04:00 9/22/2017 LUCAS
A. TURNER, P.E. FL
PE # 56201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 GENERAL
NOTES AND ELEVATIONS
BAT
06/18/12 DWG*.
REV.: CWS-
812 C SCALE:
SHEET 1:
15 1 OF 6
FIXED LITE
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
a Z 3 ¢Z3
r oWO OW06
w zOz K
7/8" OVERALL INSULATED GLASS 7/8" OVERALL INSULATED GLASS O' O X: 2 G Q W O O. d
1/6" ANNEALED OR TEMPERED 1/8" ANNEALED OR TEMPERED
U
O U U ti z IL r NZ6Lo—Zr tn
7/16" AIRSPACE 7116" AIRSPACE O
cn
p =O Z
U H5/16" LAMINATED GLASS 5116" LAMINATED GLASS Q N Z UjDW1/8".ANNEALED 1/8" ANNEALED w O (nn o wLo
090" PVB INTERLAYER BY DUPONT .11" PVB INTERLAYER BY DUPONT C) W L=., d K 3: W
118"..ANNEALED 1/8".ANNEALED d
OUANEX DURASEAL ('j OUANEX'DURASEAC
IG SPACER
ieun aq
IG SPACER I. I gOREW
PURFECT`GLAZE "H" OR SIKAFLEX 552 I I - 4 7 PURFECT GLAZE "H" OR 511(AFLEX 552 G G
P-..GENS;.
No 58201 :'i
1/2" GLASS BITE 14 1/2" GLAS5817E
48 ? 9 = STATE OF :J`
nn ' MO
ED 9 22120 7
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH, 941.380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
DRAW N BY: DATE:
BAT 06/18/12
OWG#: REV,:
CWS-812 c
SETTING BLOCKS PER FBC2411.3.3.1
SCALE: SHEET
1:1 2 OF 6
INTERIOR WINDOW SYSTEMS
1900 SW444TH AVE.
OCALA, FLORIDA 34474
4 3 63 1 38
131
3 4 4
NMNJ.CWS.CC
8'100 PVC
SINGLE HUNGDLl
IMPACT
0
as
a z Z ¢z3DD
w
QwozozW<kzw
14
32 I w z - 3oo Zm2<w.w. 316414666663194. SECTION
S-6 O
p
O
h O U C<' = F 0_. zz;
o''z z i5 64 NOTE:
LEFT SIDE SHOWS FIXED SECTION VIEW, z o
o
f-
z'
m p u- z RIGHT SIDE
SHOWS SASH SECTION VIEW. i 0 W = z — W 00
K> O W 0 W D0 0
co
Q. 0-
a:
r 1439w0 >- K w3:w0) to- 6
Nl'
µORE
w `'llo 1 5
INTERIOR QS GEtJ SF Gil .l48N.
58201 STATE OF !
41 10 fSS
OIVA
53 G``
14
65
10
66 62
32
y 3
3
9/
22/2017 1e 6
LUCAS
A. TURNER, P.E. 2 4
FL PE # 58201 3 1239
JASARA AVE. s0 NORTH
PORT, FL 34288 o PH.
941-380-1574 SNEET DESCRIPTION:
SECTION VIEWS
SECTION A -
A DRAWN BY:
DATE: BAT 06/
18/12 5WG.#1
REV.: NOTE: ITEMSNOTSHOWN
FOR CLARITY: CWS-812 C 20, 25-26,
36-37.44, 51-52, 55-56, 64, 67-68 SCALE! SHEET 1:2 30F6
3
x
X
2
7/5"
8t16"
3
1116"
REINF., IMPACT .HOOK -14112
1 5/16"--11
0
L
ills"
PVC SASH STOP-6025
3/4"
3116"
T
13
T l/t6"
REINF, S-B.RJS.S.R. - 1498
116"--{
10
1 518"
1/16"
PVC SASH BTM. RAIL-602B
1 311
1
1518"
ills"
PVC. SASH SIDE RAIL -6004
112"
T!
8"
16
tt16"
PVC SCREEN CATCH.- 6013
3!4"
3
15/16" ills"
1_
REINF.STM RAIL-1699
71 H-1836 Alum. Fixed Rail Keymark- Alum 0.3116^ -
72 5-6063 Corer, Fixed Rail Mikron Vinyl
73 S-11.12 Reinlarcement,.Impact Hoak Keymark A(um
74 P-3541 1#8 x 1/27, Pan Head, TEK Fastenal Steel
LINEITEMS NOT USED:
5,7, 11, 15-17. 21-22, 29, 31, 33-36, 41-43,46, 49-50, 55, 57-61, 69 G7/8"ills.
IMPACT HOOK
S-1577
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
2 3H6"
B
1 5J8"
ills"
PVC:SASH TOP RAIL-6027
1 tl2"
1
2 1/8° ills"
FIXEDRAIL- 1836
9/16"
2
1 5l16"
045"
PVC FIXED RAIL COVER- 6063
ills"
REINF, TOP RAIL-1497
FRAME CORNER
CONSTRUCTION
q
J7/7((qb)• -EdWINDOWSYSTEMSI/( II
19M SW 44TH AVE.
Or -ALA, FLORIDA34474
WWW.cwS.CC
8100 PVCCORNERWELD
ALL SIDES) SINGLE HUNG
1:8
IMPACT
G
f-
Z Z-- Q
OWO WWZ Op 3 WZCr
OI-0 ZKZ1-w/-
3gx Z O
Z'S24 w00 U Or0
Uv Z1--:3n FIXED MEETINGRAILO0Z — Z.H O cn C4 8SCREWEDTOGETHERWITHOUTERFRAMEZ
Q Ouj U— 1 Z
Q E g u- Z 1:8Q
QO 1H1F0_ OH of-rO.
O w0Wow 0HtonWO-i wI- n° D
wIz-O 1 118"
y 5116"1
19 T
ills"
PVCCSCREEN. SUPPORT -
6014 1/4
F Kto 7/
8" PVC GLAZING
BEAD-6054 vz"—i-
y 3116" j3 -{
SCREW
SUPPORT-3113
n Ww w
Y 9/22/
2017
LUCAS A. TURNER,
P-E. FL PE # 58201
1239 JAHARA AVE.
NORTH PORT, FL
34288 PH. 941-380-
1574 BOMAND EXTRUSIONS BAT
06/18/
12 VG #; REV.:. CWS-
812 C
ALE: SHEET 1.
2 4
OF 6
6" MAX (TYP.) 1 17" MAX. O,C. (TYP.)
6" MAX. (TYP,)-I
lolollom
WINDOW SYSTEMSffl
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WW W.CWS.CC
SEE NOTE 2
8100 PVC
Mnz:lo.c.
I I
SINGLE HUNG
TYP.)
IMPACTLOINSTALLATION
ANCHOR (f`/P.)
4" (TYP.) J l lill n T. "L
x101!2"
MAX. O.C.
TYP:)
I A
4 (fYP.)
4" (TYP,) NO ANCHORS REQUIRED IN SILL
ANCHOR LAYOUT - (FLANGE)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. NO ANCHORS REQUIRED IN SILL.
2. SHIM AS RED AT EACH INSTALLATION ANCHORUSINGLOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK. TO BE IM". USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT, LOAD BEARING SHIMS SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3.
ANCHOR TYPE, SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE I., SHEET 6. 4.
ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE
PROTECTED TO PREVENT REACTION. 5.
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED
IN TABLE 1, SHEET 6. 5.
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
TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT ANDTHESUBSTRATE. 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 FASTENERSSHALLBE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET
THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6. CONCRETE AND MASONRY 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), FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWDMA 300(EXTERIOR DOORS) lxz 9/22/
2017
LUCAS A. TURNER,
P.E. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH. 941-380-
1574 ANCHOR SCHEDULE AND
NOTES BAT 06/
18/
12 IG#: REV.: CWS-
812 C
ALE: SHEET 1:
15 5
OF 6
TYPICAL HEAD ANCHORAGE.
MIN: EMBEDMENT
SEE TABLET SUBSTRATE
MIN; EDGEDISL BY OTHERS
SEE TABLE 1- 1/4" MAX. SHIM--{ SEE TABLE 1
VVV
SUBSTRATE BY OTHERS - SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE I. MIN, EDGE DIST
PERIMETER SEALANT SEE TABLE1
BYINSTALLER
INSIDE BOUT INSTALLATION ANCHOR
p
SEALANT BEHIND
SEE TABLE 1
T
FLANGE BY INSTALLER 114" MAX, SHIM -
INSTALLATION ANCHOR
SEE TABLE 1
CONTINUOUS DOUBLE 3116" BEADS OF
TREMGLAZE U1600 SEALANT AROUND
PERIMETER AT ALL INDICATED POINTS
BETWEEN FRAME AND BUCK BY INSTALLER.
1/4" MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER
PERIMETER SEALANT MIN. EMBEDMENT
BYINSTALLER SEE TABLE
INSIDE AND.OUT
SUBSTRATE. BY OTHERS
SEE TABLE MIN. .EDGE -DIST.
ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENERS
SUBSTRATE TYPE ANCHOR TYPE MIN, EMBEDMENT MIN. EDGE DIST.
CONCR 1-1/8'
OR GROUT -FILLED CMU (117 PCF MIN.) 3/16- ITW TAPCON V T
CONCRETE (2,85 KSI MIN.)
GROUT -FILLED CMU (ASTM C-90) 3116" ELCO ULTRACON. - 1-1/4' 2-1/2"
2XMIN.. SOUTHERN PINE (G=0.55)
3116" 1TW TAPGON
OR ELCO-ULTRACON 1-3/8' 7/8'
2XMIN. SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8- 7/8'
16GAUGE (0.060") MIN. 'STEEL STUD
33 KSI YIELD MIN) .
10-16 HILTI KWIK-FLEX ORIN1.
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU0,060"
7/16'
1/8" ALUM. (6063-TS MIN.) OR
1/8- STEEL (33 KSI MIN.)
10 GRADE 5 SELF -TAPPING I
DRILLING SCREW
FULL THREAD
THRU 0.125"
7116'
J
PERIMETER SEALANT
BYINSIDE ANDOUT
SEALANT BEHIND
FLANGE BY INSTALLE'.
21 HORIZONTAL SECTION
6 TYAICALDAMB-ANCHORAGE
gym.
WINDOW SYSTEMS
1900SW 44THAVE.
OCALA, FLORIDA34474
WWW.CWS.CC
8100 PVC
SINGLE HUNG
IMPACT
Q Z S Z:'}
DWC' -woo.
IllO ZO,Z =D Zm
Z Z W,,Q K W c p
nZ I -maO
g
ZOZU,
6NO
V
O g OOYQyp
09: W
L
zwonwom
w
iCo
Eo Lw
fZ1/-
j
W
a
1= d a p
ttl Hiryr tPp10RE
W rr,r'i
gLJ'
No
58201 912212017
LUCAS A. TURNER, P.
E. FL PE # 58201 PERIMETER
SEALANT 1239 JABARA
AVE. BY INSTALLER NORTH PORT,
FL 34288 INSIDE AND OUT r\
PH, 941-380-
1574 HORIZONTAL SECTION 6 BOX
FRAME SHEET
DESCRIPTION: INSTALLATION HEAD AND SLL
SIMILARFORBOXINSTALLATIONINSTALLATIONDETAILS FLANGE REMOVAL
NOTE: PARTIALLY
OR FULLY REMOVING THE FLANGE, UP TO AND INCLUDING
A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY: DATE: BAT 06/18/12
MIN. 1/4" FILLET'
OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED Gt: R v,: INSIDE AND OUT, FULL
PERIMETER; BY INSTALLER. CWS-812 C PRODUCT ANCHORAGE IS IN
ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS,
SCALE: SHEET 11.2 6' OF
6