HomeMy WebLinkAbout116 Wax Myrtle Dr - BR17-002698 - WINDOWS1 11
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: / / __ 5 e
Documented Construction Value: $ 13,870
Job Address: 116 WAX MYRTLE DR SANFORD, FL 32773 Historic District: Yes Nog
Parcel ID: 11-20-30-508-0000-0440 Residential 9 Commercial
Type of Work: New Addition Alteration Repair 9 Demo Change of Use Move
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone: 954-7924415x243 Fax: 407-4728380 Email: permits@fhaproducts.com
Name KEENEY DENISE Y
Street: 116 WAX MYRTLE DR
City, State Zip: SANFORD, FL 32773
Property Owner Information
Phone: q C51 • `' Ci Z - O ZZ
Resident of property? :
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC.
Street: 3044 SW 42 ST.
Phone: 954-7924415
Fax: 407-4728380
OWNER
City, State Zip: HOLLYWOOD, FL. 33312 State License No.: CGC061890
Architect/Engineer Information
Name: N/A
Street: N/A
City, St, Zip: N/A
Bonding Company: N/A
Address: N/A
Phone: N/A
Fax: N/A
E-mail: N/A
Mortgage Lender:
Address: N/A
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: 51h Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
OTI : 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 ofpermit submittal. A copy ofthe executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
In
Signature of Owner/Agent Date
ISig'
nnat or/Agent
t—
Date
e -
Q
Print Owner ent's N e PP\S\ae oo2a0g20 o
Print Con tar/A s Name
N o- G c L3 PSs i, e
Signature of No State of Florida Katy ayes` eS N°
y
Si tary-State ofFlorida
a J'•• N°
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a_ yC ea`4PP Pue'•, Notomtss o°.\ceSGec2;yP55
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Owner/Agent is \< Pers nown to Me or Contractor/Agent is '' ` °
rasa
own to Me or
Produced ID Type ID Produced ID
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use: Flood Zone:
Min. Occupancy Load:
New Construction: Electric - # of Amps,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
UTILITIES:
FIRE:
of Stories:
Plumbing - # of Fixtures.
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: fr Q. 7o • 1-7
Revised: June 30, 2015 Pem» t Application
8/28/2017 SCPA Parcel View: 11-20-30-508-0000-0440
Property Record Card
Parcel: 11-20-30-508-0000-0440
Owner: KEENEY DENISE Y
Property Address: 116 WAX MYRTLE DR SANFORD, FL 32773-5640
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Seminole County GIS
Legal Description
LOT 44
HIDDEN LAKE PH 3 UNIT 4
PB28PGS1&2
Taxes
Value Summary
M
2017 Working
Values
2016 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 75,569 66,223
Depreciated EXFT Value 8,602 8,769
Land Value (Market) 25,000 21,000
Land Value Ag
Just/Market Value " 109,171 95,992
Portability Adj
Save Our Homes Adj 36,903 25,210
Amendment 1 Adj
P&G Adj 0 0
Assessed Value 72,268 70,782
Tax Amount without SOH: $1,110.87
2016 Tax Bill Amount $658.19
Tax Estimator
Save Our Homes Savings: $452.68
TRIM Notice Help
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 72,268 47,268 25,000
Schools 72,268 25,000 47,268
City Sanford - 72,268 47,268 25,000
SJWM(Saint Johns Water Management) 72,268 47,268 25,000
County Bonds 72,268 47,268 25,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
SPECIAL WARRANTY DEED 10/1/1993 02659 0617 66,000 No Improved
CERTIFICATE OF TITLE 4/1/1993 02576 1147 100 No Improved
SPECIAL WARRANTY DEED 4/1/1993
5/1/1987
02585
01851
0040
0737
100
51,900
No
Yes
Improved
ImprovedWARRANTYDEED
WARRANTY DEED 1/1/1984 01518 1130 50,900 Yes Improved
Find Comparable Sales
Land - - --- --
Method Frontage Depth Units Units Price Land Value
LOT 0.00 0.00 I 1 I $25,000.00 1 $25,000
Building Information
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the entire wintract ofthe pard- It may not be chaWd but c*.bv a qpmd chapp order, or otter written amendment. Thee waiver by arty
party of a breads of any provistorr of this contract shag not aprer to or be construed as a vraw of any suhseGue nt breach try any gr
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THIS INSTRUMENT PREPARED BY: GRANT MALOYr SEMINOLE COUNTY
Name; BARBARA ESPARZA CLERK OF CIRCUIT COURT & COMPTROLLERAddress: FLORIDA HOME IMPROVEMENT ASSOC,
8034 SUNPORT DR. #401. ORLANDO. FL. 328 CLERK'SRK' S P3
017 1576
1
CLERY. S T 2017]9157b
RECORDED 09/07/2017 12:47:52 PM
NOTICE OF COMMENCEMENT RI_C(I;DING FEES $10.00
RECORDED BY hdevora
State of Florida
County of Seminole
Permit Number. Parcel to Number: 11-20-30-508-0000-0440
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information Is provided in this Notice of Commencement
DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available)
LOT 44 HIDDEN LAKE PH 3 UNIT 4 PB 28 PGS 1 &2
116 WAX MYRTLE DR SANFORD FL 32773
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS AND DOOR
OWNER INFORMATION:
Name: KEENEY DENISE Y
Address: 116 WAX MYRTLE DR SANFORD, FL 32773
Fee Simple Title Holder (if other than owner) Name: n/a
Address: n/a
CONTRACTOR:
Name: FLORIDA HOME IMPROVEMENT ASSOC.
Address: 3044 SW 42 ST. HOLLYWOOD, FL. 33312
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1xb), Florida Statutes.
Name: n/a
a.er4,nee- n/a
In addition to himself, Owner Designates
Section 713.13(1)(b), Florida Statutes.
n/a of
To receive a copy of the Uerofs Notice as Provided in
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury,) declare that 1 have read the foregoing and that the facts stated in It are true
to the l.best of my knowledg d belief.
Owners Signature
Florida Statute 713.13(1 xg): 'The omw must spry of catirnercennaM and no one else may be permhad to sign In his or her stead.'
State of County of ' 0
Tha fmmnninn Inatn,mant wait arknnwlarinad hafera mo thin
11 I I --,L X-C) 6XV
Owner's Printed Name
way of
Who is personally known to nee
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO r V j- (Alm '4 vm
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:
116 WAX MYRTLE DR SANFORD, FL 32773
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number: CGC061890
Signature of License
STATE OF FLORIDA
COUNTY OF ,ej AKY P
The foregoing instrument was acknowledged before me this I day o ,
200 j , by WAYNE T. BURNETT who is ersona ly known
to me or who has produced as
identification and who did (did not) take an oatK-
Notary Seal) tiro °i aa
P S GGO ti
SOS° i`eSpea°a
i eueuC 1, aeatr
Rev. 08.12)
Si t
G\(tJ
or type na e
r- /
otary Public - State of
Commission No.6(---I0L-jXS
My Commission Expires: II I a
Gf; C7jRECORD COPY
j
074,oCityfSanford
1 " 4)
d g and Fire Prevention
Product Approval Specification Form
0ILD/ 0
7 -,2 6 9 8 SANFORD
Permit # A
Project Location Address 116 WAX MYRTLE I?R-,SANFORD, FL 32773
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding CWS 8900 FL11103.1
Sectional REVI WED FOR
Roll U
Automatic PLANS EXAMINER
Other 1-7,071
2. Windows
Single Hung CWS 8100 FL4091.1/FL16177.1
Horizontal Slider SA FORD BUILDING DIVISION
Casement A PERMI" ISSUED SHALL BE CONSTRUED TO RE A
Double Hung LICENSE 10 PROCEED WITH THE WORK AND NOT AS
Fixed ASIDE AN OF THE PROVISIONS OF THE TECHNICAL
Awning CODES, NC R SHALL ISSUANCE OF A PERMIT PREVENT
Pass Through REQUIRIP IG A CORRECTION OF ERRORS IN PLANS,
Projected
Mullions CWS 1 x 3 FL9520.1
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory Manufacturer Product
Descri tion(including
Florida Approval #
decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll 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 Signatu
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
axsm-s,mmarwa MEASURE DATFriE «.:seta
8/29/2017
CUSTOMER NAME LEAD NUMBER TYPE OF PROPERTY FLOOR No I Roof Height MEASURE TECH
Im
SH 5GD
35 3/4 x 37 71 x 79 3/4
5o) FL4091.1 60) FL11103.1
is
SH
35 3/4 x 37
5o) FL4091.1
E
SH
35 5/8 x 54 1/4
50) FL4091.1
5H
35 5/8 x 61 3/4
50) FL4091.1
MULLION 1 x 3 NOA#
FL9520.1 (+/-80)
12'
l SH
53 x 49 3/4
So) FL4091.1
SH
25 1/4 x 37
im
0 ik
SH
35 5/8 x 541/4
50) FL4091.1
Florida Building Code Online Page 1 of 3
0i da 4vtni 'lyq BCIS Home Log In User Regi&tratlon Hat Taprcs I SubmitSuraharye stilts A Pacts h
S 1n
6,Psreo utt ApprowtJuser
SASSPegulatioriPS'E}
pf{ itaH{ww.aa.mm'fie ? } A=J.*.SS. s.R !.IA } Applicatiorw DatWl FL # FL4091-
R7 Application Type
Revision Code Version
2014 Application Status
Approved Comments Archived
Product
Manufacturer
Custom Window Systems Inc. Address/Phone/
Email 1900 SW 44th Avenue Ocala, FL
34474 352) 368-
6922 ekoss@cws.Cc
Authorized Signature
Koss Erin ekoss@cws.cc
Technical Representative
Erin Koss Address/Phone/
Email 1900 SW 44th Ave. Ocala, FL
34474 352) 368-
6922 Ext 291 ekoss@cws.cc
Quality Assurance
Representative ay Lathrop Address/Phone/
Email 1900 SW 44th Ave. Ocala, FL
34474 352) 366-
6922 Ext291 lathrop@cws.cc
Category Windows
Subcategory Single
Hung Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional
Engineer R 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. 07121/2020
Steven M.
Urich, PE 261 Validation
Checklist - Hardcopy Received IwGS.Qt....
iJ.....";C;%,?_....".`.=,s'{;%?_r:'.:':a'.::::x.i"'S;9-f?:1.a_____ z#andard
AAMA/ W
DMA/CSA/ 101/I.S.2/A440-05 AAMA/ W
DMA/CSA(101/I. S.2/A440-08 ASTM E1300-
04 PA TAS
202 Year 2005
2008
2004
1994
htip://
www.
floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXiQNvtDquz931%2b4g5 fa... 6/24/2015
Florida Building Cade Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
gam a 11,od"cts
Method 1 Option D
04/09/2015
04/21/2015
04/25/2015
06/22/2015
FL Model, Number or Name Description _.
4091.1 SH-8100 8100 Vinyl Flange/Fin Frame Single Hung
Limits of Use installation Instructions
Approved for use in HVHZ: No Fi_4091 R. 54E t H 1C?0 1a ad`
Approved for use outside HVHZ. Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure, +50/-50 Evaluation Reports
Other: SH-8100, Max. size 53,125" x 76". Class complies FL4' R7 AE Evakep CWS 154E fSH-8100, NF.
Created by Independent Third Party: YeswithASTME1300-04,
4091.2 SH- 100 Ski-8100 Vinyl Single Hung, Non -impact.
Limits of Use Installation Instructions
Approved for use in HVHZ., Yes fL4091 R7 11 C S4-85B (SII-6100, 52x71 Nl).odf
Verified By: Lucas A. Turner 58201ApprovedforuseoutsideHVHZ: Yes
Impact Resistant. No Created by independent Third Party. Yes
Design pressure: N/A Evaluation Reports
Other: Di-8100 Vinyl Single Hung, OX, Max. size 52" x
71.", see installation dw9s. for DP. Glass complies with ASTM
Fi_4091 R7 AE EvalRei CWS gBSH fSH-810ii 57
NDN! E1300-
04.E.AQ91R7 Al tigan x,(,,i,rclniil3Al2-1017 02.odf Created
by Independent Third Party; Yes 4091.
3 SH 8100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Continuous bead & Sill, Non - Impact
Limits
of Use Installation Instructions Approved
for use in HVHZ: No FL4091 R7 11 CVO -442B cH-8100 74x dS1. Nfl.
1idf ApprovedforuseoutsideHVHZ- Yes Impact
Resistant. No Verified By. Lucas A. Turner 56201 Design
Pras$orea N/A Created by Independent Third Party; Yes Othen
Sit-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 Evaluation Reports 3/
4" DP +67,51-70 Psf. Glass complies with ASTM E1300- I L4091. R7 AE 11, _C P5-442i3..,(t HiCtO, s4x53Conti
i Sl,,.. sdf 04. Created
by Independent Third Pasty: Yes W.
W._.,...,..,_........... ...... 4091.
4 SH-8100 Continuous Head & Sllf SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact. Limits
of Use Installation Instructions Approved
for use In HVHZ, No FI4091 R7 11 ON4-4g7fl SPE-BI Approved
for use outside HVHZ» Yes NIl.pdf Impact
Resistant. No Verified By. Lucas A. Turner 58201 Design
Pressures N/A Created by Independent Third Party, Yes Other.
SH-6100 Cont. lid. & Sill, Max. size 74 1/8" x 72", Evaluation Reports see
chart on Installation dwgs, for DP. Glass complies with FL4,0R7 AE EvalRe 'wC- 2B ASTM
E1300-04. QaWd2L Nit L §f Created
by Independent Third Party, Yes 4091.
5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet, Ral€ Limits
of Use installation Instructions Approved
for use In MVHZ. No L 4C171R7 II CWS-293C t H tafl Approved
for use outside HVHZ: Yes Verified By; Lucas A. Turner 58201 Impact
Resistant: No {treated by independent Third Party: Yes Resign
Pressure. +60/-50 Evaluation Reports Other:
SH-8100, Max. Size 52" x 96", Oriel. Glass compliesfL4091 27 AF val C y Cam- 9` C SH-810 2x9 with
ASIM E1300-04. N Created
by Independent Third Party: Yes iiig -
CQntact
t? ':.i'..,Pr'9..,. rtL:_T.Jaah pr P32±z><JPhntte' 7t50- r-a z4 littp://
www.floridabuilding,.org/prlpr_apt_dil.aspx?param=-wGEVXQwtDquz931 %2b4g5 fa.... 6/24/2015
Florida Building Code Online Page 3 of 3
The State. of Florida is an ANEEOemployer. CD=J 2bi brlva ST.'rew r ;: 55'i ?1LiY ^ kd.Sd¢tEllt Under
Florida law, amen[ addresses are pudic records. If you do not want your e-mail address released In response to a public -records request, do flat send electronicmailtothisentity. Instead, contact the office by phone or bytraditional mall. It youhave any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, affective Dctcoar 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if theyhaveone. The emalls provided may be used for officialcommunication with the licensee. However email addresses are pudic record, If youdo not wishto supplyapersonaladdrm, 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 LVM. Product
APla uW A Kte. tiL'
tiLE%"&tID ml 9 i'' s
http://
wNvvtr.floridabui ldin..orglpr/pr_app_dtl.aspx?param=wGEVXQwtDquz931%2b4g51:a... 6/24/2015
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1.574
FBPE C.O.A. #29779
Evaluation Report 154E
April 3, 2015
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 44h 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 5th Edition (2014) 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-154E, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3809-1 and -IA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/l.S.2/A440-08
4) Supplemental Calculations to support CWS- I 54E, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS-154E.
Limitations of Use: This product:
May be used in the configurations and sizes and with daylight openings as indicated in
CWS-154E
Achieves design pressures as indicated in comparative analysis table in CWS-1 54E
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-1 54E
Requires Quanex, (Mikron) white rigid PVC extrusions as shown in CWS- I 54E
Certification of.ndependence: 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.
tSWIS11941,T004QREVVgeA
4
No 58201
STATE OF00%
4/3/2015
N Lucas A. Turner, P.E.
FL PE #58201
Lucas A. Turner, P.E.
2015-04-03
10:00-04:00
SINGLE HUNG - NON -IMPACT
SHOWN w/DIFFERENT OPTIONS)
54 3'8'
MAXOVERALL
FLANGE WIDTH
se......... w Vw
MAX, UNIT WIDTH
GLA55 DLO
I -
i 33VIS'
L7OSSBd. B I
3s 1111EMAX.
SASH
HEIGHT
E3 5/161
MAX JjGVERALL.
FLANGEHEIGHT
2 rns'
MAXUNIT
HEIGHT 2MAX
3
1441 A I
I--- 46 S 16' ......._.-
IECtUAL SPLIT
MAXOVERALL
I FLANGE WIDTH
fI 53 1)8`
AX, illNi° IkiDT'H
GCA,^v,S DLO
465('V' _
GLASS DLO
60/40 SPLIT ORIEL
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS.....1
DP CHARTS & GLAZING DETAIL ........ 2
SECTION VIEWS & ALT. FRAME........3
EXTRUSIONS & B.O.M.........................4
ANCHOR SCHEDULE & NOTES..........5
INSTALLATION DETAILS. .................... 6
33
681/2` k
X (( OVERALLMA
FLANGEIEIGNT I
88 IleMAX
UNITHE!GHT ..€ 303A61
MAX
SASH
54318'
MAX OVERALL
FLANGE WIDTH
ss 1!8`
MAX. UNTWIOTH
481a16` --
GLASSDLO
x
a
Ir---... 465i16- -1
GLASS DLO
5 HI SASH ORIEL
aWAL _NOTE$.
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FSC}, CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: "Or,
4. DESIGN PRESSURE RATING (SEE SHEET2):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-i3CX3-64.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILT RAT ION TEST PRESSURE AND GLASS TABLES
ASTM E-1300-04.
13 618° 5. ANCHORAGE: THE 33113 h STRESS INCREASE HAS NOT BEEN USEDLASS
31.0 IN THE DESIGN OF THIS PRODUCT, SEE SHEET 6 FOR ANCHOR
DETAILS. WiNDLOAD DURATION FACTOR Cd=1.8 WAS USED FOR WOOD
ANCHOR CALCULATIONS..
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
267 „ SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
GLAflL0 7. ALL FRAMES AND VENTS FULLY WELDED. SMALLJOINT SEAM SEALANT
USED AT FIXER MEETING RAIL ANDJAMB,
8. SERIES / MODEL DESIGNATION SH-8100.
8. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: X - OPERABLE SASH, D - FIXED SASH
10. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL
ELEVATIONS IN A SIMILAR LOCATION.
11. EXTERNAL WEEP SLOT W 1 /'2" x 2-1/2" LOCATED 4' FROM BOTH ENDS.
LucasTurner
2015-04-03
09:55-04:00
CO
EQUAL
5 HI OR
E
53-1 /8" x 76"
x 68-1/4"
DESIGN PRESSURE RATING IMPACT RATING
1
SEE COMPARATIVE ANALYSIS
CHART, SHEET
NONE
NONE
60/40 ORIEL 53-1/8" x 62-1/16" NONE
1900 SW 44TH AVE
OCALA, FLORIDA 34474
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No 58201
STATE OF
4133112015
LUCAS A. TURNER, F.E.
FL PE * 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
IRK 941-380-1574
GENERAL NOTES AND
ELEVATIONS
AWN
SAT 04129/08
5#: ;REV, -
CWS-154 ; E
SHEET1;3 M j 1 OF 6
Design Pressures (PSFLwith Glass apes A) B, C, or D . .......
Unit Sash Unit Widths (in.
eghts(im) Heights(In.) 23 V2 27 1/2 29 1/2 31 1/2 35 1/2 39 1/2 41 112 43 1/2 47 1/2 51 1/2 53 1/8 WINDOW SYMMS
35 1/2 17 450/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +SO/- -75 - +50/-75 1900 SW 44TH AVE.
89 112 19 +50/-75 +501-75 4-50/-75 OCALA, FLORIDA3447450/-75 +5()/-75 -+50/-75 +SO/- /-75 +50/-75 wWW'CwS.cc
41 1/2 20 +501-75 +50/-75 +so / :is
11,150/ -75 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50/-75 -+50/-73,1 . ...... . ...
43 112 21 +50/-75 +501-75 +50/.75 +501-75 +50/-75 +50/-75 +501-75 +50/-75 +501-75 +50 / -714 +550/ -70.6 1 8100 Pvc471/2 23 +50/ -75 +501-75 +50/-75 +50/-75 +50/-75 +501-75 +50 / -75 +50/-75 +501-75 +50/-68,9 +50/-66.2 SINGLE HUNG511/2 25 +50/-75 +50/-75 +50/-75 +5121/45 +50/-75 +50/-75 +501-75 +501-75 +50/-72.7 +50/-65.2 +501-62.6
53 1/2 26 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 NON -IMPACTSDI -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/-69.5 /-59.5150/_62 1 + ±5
59 112 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 ±
10
50/-75 +50/-66.8 +50/-59.5 +50/-57 co for631/2 31 +50/-75 +501-72.9 +501-72 60/-71 6 +50/-71.6 +50/ 71,15 ..+50/ -71.6 +50/-7:L6 _±Tl -64,6 +50/-57,3 +50/-54,8 <
o651/2 32 +50/-73.2 +50/-69.1 +50/-68 +50/-67A +50 / -673 +50/-67.3 0 050 / -673 +50/-67.3 +50/-63,6 +50/-56.4 +501-519 cL Lu will671/2 33 +50/-69,8 +50/-r5.6 +50/-64.4 +50/-62.7 +50 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55,5 +50 _5S < < 63.4 +50/-63.4
50
75 +50
50 -75 +9
o -75 +aI
75gE5 _ (),/71
71 1/2 35 +50/-64 +50/-59.7 +50 -5&3 +50/-93 +5o/-s6.sT_+/-!;6.5 +50/-56.5 +50/-56.5 +50/ -56.5 +50/-53.9- +50/-51.5 +
50/;.5743/4 36 5/8 +50/-59,9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.8 1 + •51.7 ZSC)/-51.7 +56/-51.7 +50/-51.7 +50/-51.7 +
50 _50L637114 +50/-58,5 +50/-54.1 +50/-52,6 +50/-51,5 +So/- +50/-50 -50 E-5OiLL-20/ -50 ...+50/ +50/-50 +50/-So +50/-50 >
T E5 w ao Lu
4- 7!6' OVERALL US . ................ 1 -7a'OVERALL OVEPALL 718" OVIiRALL
UB"ANNEALED NIWANNEALEL VW TFMPERED 11IFTEMPERED
w 054" AIR SPACE olml< 0AAl'i SPACE tq' AIRSPACE z
ANNEALEC AWEA'_ED Va' TEMPERED TRIPERED "EADREW '4"
S)KAFk'Fx 562OR, SXA LEX F52 OR SlKARPX,55!OR
PUR P-"JPFr-",r CLAZI "H' S KAFLEY, 562 onIUVFGLAZE "H:' PURFrOrOLAM"W P 'CT GLAZE "H" 1 N. 592DI
av*.
64- 'F
8IJK'A
10 GLASS MTF I,,- SILA-, NTF V2' CLASS Brre 10 GLASS 9RE % STATE OF 444
P,E,
413/2015
LUCAS A. TURNER, Kr' -
GLASS TYPE A FL PE # 58201
GLASS TYPE B GLASS TYPE C GLASS TYPE D 1239 JABARA AVE,
NORTH PORT, FL 342ZB
PH. 941-383-1574
SHEET 0ES5T1P_TioM 7:
COMPARATIVE ANALYSIS;
AND GLAZING DETAILS I
57-- ZRrff--
BAT 04/29,108
NOTE: DwFj #-. Rom__._.....-
CWS-154 E
IFSIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE. cuE SHEET
2 OF 6
INTi:RIQR
SECTION A -A
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20, 23, 28-28, 31, 36, 37, 44, 51-52, 5 aS. 64< 67-68
5EQTION a-B
NOTE: LEFT SIDESHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
SECTION C;-C
ALTERNATE FIN FRAME
39DO SAN 447H AVE.
OCALA, F.-ORnA $4474
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T,,
i : Rdc 5829 1
a "s
41312015
LUCAS A. TURNER, P.E.
FL PE # 8&1
1239 jASAPA AVE,
NORTH P.71RT, FL 34288
PK 941-380-1574
I.±
1
SECTION VIEWSi
RAT t74 29fii9
OS-154 E
SHEET
1:2 30F6
7
37 Y-4638 #S x 2.112 PH MyJ, Fw" Type A. tek 2 Ajax Steel
36 P-3768 #8 x 0,625 Ph PH SMS Hub City I Stec[
39 P-4051W I96 x 1,250 Ph FHTEK, Wht, Huh City Stec[
40 1 P-4264 1t#8 x 3/4 FH PH w'#'& Bead "I"EIK. Wht I Hub City I Sinai
x
PVC FRAME FIN
H-6026
3118"--._._.
s1j3
PVC FRAME FLANGE
H•6C31
i... 18
1:fS°
PVC SCREEN SUPPORT
6014
SITILI
9
REIN F. SASH MTG. RAIL
H-1497
8 15fi S`
1
7 '
PVC SASH BTM. RAIL
H-6026
i Sf16"--i•+--
PVC SASH SIDE RAIL
H-6004
7 rte"
4F$ -
PVC SCREEN CATCH
S-6013
3,:16
REINF. SE3RISSR
S-1498
b1 r-jueu lzcruorl mo €aD bUnlMn I Akifn I'7
P-3033 Screen Sari SS FI, Screen u8 3i'F
69 H-6026 Main Fr., SH, w!Fin., PVC Mlkron Vinyl
70 P-3113 IScrew Support for PVC T. Plastics Nylon UZI
7E S-6t163 Fixed Rail Cc+tar Ml mn Vinyl
SCREW SUPPORT
P 3113
LINE ITEMS NOT USED:
5-7, 11, 21-23, a, 31, 41-43, 47, 49-50, 57-61 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
231r8"
I$
8 5If8'°
PVC SASH MTG. RAIL.
h1-6027
o-1,
FIXED MTG. RAIL
H-1836
13{16"
PVC SASH STOP
S-6029
114"-- F«-
7t8^ 75
i
PVC GLAZING; BEAD
S-6064
il16'
PVC FIXED RAIL COVER
S-6063
FRAME CORNER
CONSTRUCTION
Q&
CORNER WELD
IALL SIDES;
a
WIF
ES
FIXED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAIVE
1:8
WEN 7ENES
900 SW 44TH AVE.
OICALA, FLORIDA 34474
WwW.CWS.CC
w
11, i
o 58201 i;o
i3
1 L_ STATE OF ;&J
4J3/2015
LUCAS A. TURNER, RE,
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL34268
PH. 941.380-1574
i
BAT 04f29f08
F: REU,=
CS-1 54 E
SHEETA;.E:
1:6 4 d0F 6
1_ti" MAX. O.C. MP.}—jjj-.....--.--._.»ti A" MAX. ;TIP).
6" MAX.;iYP.} 4` MAX.(fYP.)
0' MAX, (T'P.)--1 I r—SEE NOTE' 2
MAX O.C.
TY? ;
MAX. O.C,
dTYP,{ I :
W._ THRUPRAME ANCHORMEETINGPAILFIXEDMEETNATF€ E 'G RAI'.
4-
CE.NTERUNE
NSTAU.ATION
I ANCHORS TYP.
ANQ 0R LAYO ' -'FLANGE AN({iafl LAYIt1T • {FINi
TE2
INSTALLATION
ANCHORS TYR
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. VLL ANCHOR SPACING SAME AS HCAD.
2. SHIM AS BEG AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX. ALLOWABLE SHIM STACK TO BE i;4', 1ISE SHIMS WHERE SPACE BEATER THAN 1,'16' IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER, WOOD SHIMS ARE NOT ALLOWED.
3, ANCHOR TYPE: SIZE, SPACING AN EPdBEDRSENT SHALL BE. ASS#'EC €FEEia IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4, ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT VVITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION'.
S. INSTALLATION ANCHORS SHALL BE INACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEET 6.
B. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCREMiOMU OPENINGS: EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - IX BUCKS AREOPTIONAL.
7. A MINIMUM CiENTER-TG-CE ': -R SPACING SHALL BE MAINTAINED BETWEENALLFASTENERS. 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, SHEETS, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACITD,
9, SEALING AND FLASHING STRATEGIES „OROVERALL WATER RESISTANCE OF =.NSTAULATION SHALL BE DONE BYOTHERS FOLLOWING THE CURRENT VERSION OFTHEREFERENCE DOCUMENTS: FMA(AAMA 100(FIN WINDOWS), FMAfAAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX W INDOWS), FMAIAAMAIWDMA 3OC(EXTERIOR DOORS)
WINDOW SYPEMS IS
15O6 Soh' 44TH AVE.
OCALA, FLORIDA 34474
t+1WW.C'Ns'CC
STATE OF :-to
Z_;
4312015
LUCAS A. TURNER, P,E.
FL PE # 58Y61
1239 JASAAA AVE.
NORTH PORT, FL 34288
PH, 941.380-1574
TauaE;cRPraON:
ANCHOR SCHEDULE AND
NOTES
asvWra as •.
BAT 04I29108
CWS-154 E
SHEET1:25 5 OF 6
TYPICAL HEAD ANCHORAGE
SEE TABLE 1
SUBSTRATE BY OTHERS '-- $
SEE TABLE ' I
MIN. EM8EOME
PERIMETER SEALANT—. SEE TABLE I
BYINSTALLER (
INSIDE AND OUT s .._._. ..... .. i. _ ...._......_L
SEALANT SEHI40 .....
FLANGE BY INSTALLER 1/4° MAX. SHIM
INSTALLATION ANCHOR
SEE TABLE 1
I 1i4' MAX. SHIM
SEALANT BEHIND
FLANGE BY INSTALLER I
PERIMETER SEALANT.. 3 MIN, EIs1BEI.YrkFN° BY INSTALLER
INSIDE AND OUT SEE TABLE 1 }.
5 BSI RATE BY OTHERS
5E--£ TABLE I MIN. EDGE D':ST.
SEE TABLE 1
A _VERTICAL SECTION
6 TYPICAL SILL AN01H0RAGE
INSTALLATION
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
114" MA1C SHIM —
SUBSTRATE
BY OTHERS
SEE TABLE. 1
MIN.EDGE DIST,
SEE TABLE 1
PERIMETER SEALANT
BYINSTALLER
INSIDE AND O(j7
SEALANT BEiiINb
FLANGE BY INSTALLER
HOR€ZONTAL. SECTION
E TYPICAL JAMB ANCHORAGE
TABLE 1: APPROVED INSTALLATION FASTENS
FIRAP
ZLaLGE ICONCRETE (2.O KSI MIN.) 3116" TAPCON 1°
FLANGE u - 1" 2.
FLANGE ICONCRETE (2.85 KSI MIN.) IS' ELOO ULTRACON 1' 1..........._...
FLANGE GROUT -FILLED CMU (AST" C-BO) 3"16" ELCO ULT'RACO1V
FLANGE 2X MIN, SOUTHERNFIVE C=O.65) J48" 751 TAPCON OR
ELCO ULIPACXO 1-3/8" 71B" FLANGE
2)(MIN, SOUTHERN PINE (G4.55) 10 WOOD ECREW_._. T8" 7;B` FLANGE
16 GAUGE (0,060") MIN. STEEL STUD 33
KSI YIELD MIN) 10-
16 HILi1 MViK-FLEXOR TTW TEKS
SELF -DRILLING SCREW ttip
vRAGE 5BELF-TAPPING1 DRILLING
SCREW FULL
THREAD THRU
O.MO" FULL
THREAD THRU
0,125" WIS"
WIV
FLANGE1(S ALUIi, (61-T5 MIN-; (IFS 1/
W STEEL (33 KSI MIN) FIN
12XMIN. SOUTHERN PINE (G--0.55) 1CT WCX3i SCREYt 1.1`2 1r2^ MIN-
EDGE DlST. —SUBSTRATE SEE
TABLEI BY OTHERS IW+
MAX. S!M _ S
e SEE
TABLE ? I
I MIN. EMBEDMENT" SEE
TABLE 1. PERIMETER
SEALANT BYINSTALLER
INSIDE
AND OUT INSTALLATION
ANCHC SEE
TABLE 1 SEALANT
BEHIND FIN
BY INSTALLER 6C'!
HORIZONTAL SECTION TYPICAL
FIN ANCHORAGE HEAD
AND SILL SIMILAR FOR FIN INSTALLATION 190
SW 44TH AVE. w-
iri'll MAW
S
6TATE OF r"Ai, 4t3a2015 _
LUCAS
A. TURNER, P.E.. PERIMETER
SEALANT ----^-'-"'""" FL PE # 8201 582011239.
4ABARA AV; ININSTALLERANDINSIDEANaOUTNORTHPORT, FL 34288 D ,
HORIZONTAL SECTION PHi 941.380-1574 1.,
M6 BOX FRAME€N,eTAE.i.ATECiNit§wnttEaCRIIrTIcN''-^ SIMILARFORSILLANDJAMBSFORBOXINSTALLATIONi.^^m.
1NSTALLATIM
DETAILS FLANGE
REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP
TO AND INCLUDING A SOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED; Mft
1/4' FILL, ETOF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED] BAT Nwa
04129/
08 INSIDE
AND OUT, FULL PERIMETER, BY INSTALLER. t: REY.. PRODUCT
ANCHORAGE IS IINACCORDANCE WITH REOUIREMENTS AS CWS 154 E SHOWN
FOR FLANGE WINDOWS, LE 5€°"EET 1:2 6 OF 6
Florida Building Code Online Page 1 of 2
Mle
i(irl3// BCISHome tag In User Registration Hot Topics Submit Surcharge Stats & FactsH>,t;is..t,fr e. t I ;,t snag s s1t/^
es y'
ry'yWyk.;,[ Product Approval t
a f1i v User 3
34. .d iJ 4 Regulationi1 ) f!'
te_tA.PPI2Ys1!.t'4._€7k =• F!S? l r A .RI.0 T:9..5 C«h > Apollcadon t?etai7 a
FL # FL9520-R6 Application
Type Revision Code
Version 2014 Application
Status pproved Comments
Archived
Product
Manufacturer Custom Window Systems Inc. Address/
Phone/Email 1900 SW 44th Avenue Ocala,
FL 34474 352)
368-6922 ekoss@cws.
ec Authorized
Signature Technical
Representative Address/
Phone/Email Koss
Erin ekoss@cws.
cc Erin
Koss 1900
SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext291 ekoss@cws.
cc Quality
Assurance Representative ay Lathrop Address/
Phone/Email 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext291 jlathrop@cws.
cc Category
Windows Subcategory
Mullions 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-
56201 Ke
Certlfications, Inc. 7/
21/2020 Steven
M. Urich, PE 10
Validation Checklist - Hardcopy Received FL9520
R6 CCI EvalReo CVS-8-SA ; in MuH, IMr>). i' RMWWA
AAMA
450-06 ASTM
E1886-05 ASTM
E1996-09 PA
TAS201/2021203 Year
2006
2005
2009
1994
http://
www. floridabui lding. orglprlpr_app_dtl. aspx?param=wGE VXQwtDgvIHvinuJRW eZl... 5/6/2016
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/16/2016
Date Validated 02/16/2016
Date Pending FBC Approval 02117/2016 Date Approved04/12/2016
Soma of Products FL # Model, (
dumber or Name
Description 9520.1 3" Alum. Tube
Mullion 3" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications, (IMPACT) Limits of Use
Installation Instructions
Approved fur use in Ill
Yes FL2520 Rf II _CW5_A fA (3-in_P9 j% IMp} P.lf Approved for use outside HVHZ,
Yes Verified By: Lucas A. Turner 58201 Impact Resistants Yes Created by
Independent i hird Party: Yes Design Pressure: N/A Evaluation
Reports Other, Large Missile impact; See
installation Instructions Created by Independent Third Party:
Yes and Evaluation Report for tomplet€ list of Limitations and Conditions of Use. 9520.2
4" Alum, Tube
Mullion 4" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT) Limits of Use
installation Instructions
Approved for use in HVHZ:
Yes FL9520 R6 II CWS-837A (4 Ill IMP),ndf Approved for use outsides HVHZ;
Yes Verified By: Lucas A. Turner 58201 Impact Resist l l Yes
Created by Independent Third Party; Yes Design Pressure; N/A Evaluation
Reports Other: Large Missile impact; See
Installation Instructions FL9520 26 AE EvaIReD C S 837A 14 In Mull IMPI od€ Created by independent Third Party:
Yes and Evaluation Report for completelistofLimitationsandConditionsofUse. 95203 S
1/2" Alum.
Tube Mullion 5 1/2" Alum. Tube Mullion, Horizontal & Vertical, Fin & Flange applications. (IMPACT') Limits of
Use Installation Instructions
Approved for use in HVHZ;
Yes FL9520 R6 II CWS-838A f5.5 in Mull, IMPi ®df Approved for use outside HVHZ:
Yes. Verified By: Lucas A. Turner $8201 Impact Resistant: Yes Created by
Independent Third Party: Yes Design Pressure. N/A Evaluation
Reports Other. Larne Missile Impact; See
installation Instructions FI.9520 R6 AE EvatyC il llyyS' iflA 5. a€i MuIL IMfLrScil Created by independent Trill Party:
Yes and Evaluation Repo.t forcompletelistofLimitationsandConditionsofUse, aek feet
The State pf
Florida is
ar A vI :1 Makykr. ,s , ,... i ."`t 2s,i7 ai&' .3M'«r„"a'K''too«,ilY. a'uT1Tz'iS a`.. zx'ia'" tL Under Florida law, email addresses
are public recorcis. If you do not want your a -mall address released In response to a public-rexrds recioest, ego not semi wactronic mail to than entity.
Instead, contact the Ohm by phone or by tradltionsal magl if you have, any questions, pleasecontact 650,487,1395, *Punsuent to Section 455,275(1), Florida
Statutes, er ccth,e ot.-%,Lcv 1, 201, 7rs:ense:es Illu"da, chaptec-455, 1 must provide the Delwitt: an envii ad4i,ms if they hava one. The smallsprovidedmayiAusedforofficialcommunicatianwiththelidonea+l. Howe_ ., emeii ;Addresses am public recdrct. If you do not wish to supply a personal address, please
provide, the nepailhoent with an x.mail address which can Iimade availarr4e to the praitic. To detrarnine Jr you are a llcensee Lander Chapter 455, F.S., please
click hem_. pmouca AW111s1"€ ae. VpW http://
www.floridabuilding.org/pr/
lor_app dti.aspx;)-Faram=wGEVQwtDgvlHvmuJRWcZ1... 5/6/2016
05
Product Description: PVC 3" Mullion H-1758
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A.. #29779
Evaluation Report 836A
April 27, 2015
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 5th Edition (2014) 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-836A, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3833-1, 4A, -2,-2A, -3, and -3A, from National Certified
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203-94, ASTM E 1886-02/04/05, ASTM E
1996-04/06109, and AAMA 450-06
4) Supplemental Calcs. to support CWS-836A, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval document CWS-836A.
Limitations of Use: This product:
May be used up to the sizes and design pressures as shown in CWS-836A, using clips as
shown in CWS-836A
Is Large Missile Impact Resistant and does not require the use of shutters
May be used in the High Velocity Hurricane Zone
May only be used with Custom Window System, Inc. windows, please see separate
individual window unit approvals for applicable design pressures and for more details.
The lower of the individual window design pressures and the mullion design pressures
shall apply to the entire assembly.
Requires 6063-T6 aluminum mullion and clip extrusions.
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.
04111111,q1t1l,
G E NS ;to
No 521
4/27/2015
15 -P STATE, OF Lucas A. Turner, P.E.
0 FL PE #58201
Lucas A. TurnerNM,
11111 10 2015-04-27 21:00-04:00
ANCHOR CLIP
EXAMPLE HORIZa,VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERALNOTES & ELEVATIONS...............1
OF CHARTS ............ _ ..............................- 2-3
BOM & EXTRUSIONS....................................4
EXTRUSIONS.... ............. 6
SECTION VIEWS.........................................0.7
CONFIGURATIONS & ANCHOR NOTES
INSTALLATION DETAILS- ....... ........ 9-10
ANCHOR CUP
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH Vy1Ni?4W S'rSTE94STHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION INCLUDING THE HIGH
VELOCITY HURRICANE ZONE (HVHZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL try 5W h4TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1296 PER THE FBC. FLORIDAOCALwvvU°t , DA 3a474 2.
CONFIGURATIONS (SEE SHEETS 2-3): VERTICAL OR HORIZONTAL S.
SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3" PVC REFERTOSHEETS2-
3) MULL BAR 4.
ANCHORAGE: THE 331194E STRESS INCREASE HAS NOT BEEN USED IN THE IMPACT DESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS, W INDLOAD DURATION
FACTOR Cd=,..B WAS USED FOR WOOD ANCHOR CALCULATIONS. 5.
PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERSARENUTIREQUIRED. 6.
DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER I j DESIGN
PRESSURE OFTHE MULLION OR THEINDIVIDUAL WINDOW UNITS. Ix: 7.
DFSIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT i w ID s APPLY
ONLY TOTHEMULLION. WINDOWS MUST BEAPPROVED UNDER SEPARATE APPROVAL.
ZO RESPONSIBILITY
OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE
LOCAL LAWS, BUILDING CODES, ORDINANCES i
v: Icr3 OR
OTHER SAFTEY REQUIREMENTS
RESTS SOLEY WITH THE i,fS ARCHITECT, ENGINEER OF RECORD, BUILDING
OWNER OR CONTRACTOR. a i 9.
SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM
WINDOW SYSTEMS, INC. AND MUST BE MADE OUTOFVINYL PVC OR EXTRUDED
ALUMINUM.` 10.
VERTICAL MULLED UNITSMAY HE MULLED INDEFINITELY AS LONG AS THE SINGLE UNIT
WIDTH ANDHEIGHT ARENOT EXCEEDED, AND MULLIONS ARE ANCHORED ASaaqaaa1% SHOWNHEREIN. 1111E+1'
ie
WErsrt4
GEtY I 8F •'+ 11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT, 0'; VERTICAL
MULLION IS USED TO MULL SIDE BY SIDE UNITS TOGETHER, W -; No 58201 `® M i
I EXAMPLE
VERTICAL MULLION FOR PVC
WINDOWS FOR SECTION VIEWS ONLY Lucas
A. Turner 2015-
04-27 21:
00-04:00 z
LUCAS
A. TURNER, P.C. FL
PE * SMI 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 GENERAL
NOTES AND ELEVATIONS
iBRRW
N0V: ADE
09/27/12 GWS-
83& A r 1:
26 1 T', F 10
Design Pressure Char: (PSF7 for NON -INTERSECTED Impact P C3• MuAIon H-1758, with 1522 Cilps using four (4) #1D Screws into WOOD or METAL or 3/18• IlW Tapcons orELCOU TRACONS in 'S 3 LI0 CONCRETE
orWOOD per each end ofm ullion. HOLLOWorGROUT -FILLED BLOCK require 1W ELCO ULTRACONS.
OPENING SIB n.
39 45 51 57 63 1 69 75 318 81 87 93 99 107 3/8 114 120 126 132 138 145 318
37 80.0 80.0 80.0 80.0 0.0 80.0 80.0 solo 80.0 s0:0 80.0 80.0 80.0 80.0 80.0 80.0 80.0423/4 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.D 80.0 80.0 80.0 80.0 80.0 80.04831480.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 Sao 80.0 80.0 solo solo solo solo 65.o
531! 80.0 so,0 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 8tl.0 80.6 80.0 80.0 65.0 650 65.0
W 7 8 . 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 So.0 80.0 65.0 65.0 65.0
1 63 80 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 76.6 74.8 72.5 65.0 65.0
65 5.0 65.0 55.0 65.tl s5.tl 65.0 65.0 65.0 65.0 65.0 65.0 65 0 6b.0
88 85.0 85.0 85.D 65.0 65.0 65.0 65.0 I 65.tl 65.0 85.0 65.0 83 5 x
72 65.0 65.0 65.0 65.0 85.0 65.tl 85.0 64.9 61.7 59.1 56.9 533 Ad a
DP CHART PS FOR:
NON -INTERSECTED IMPACTS' MULLION 1759, HORIZONTAL OR VER-171CAL , USING (PER END):
1522 CLIPS
4) 010SCREWS INTO WOOD or METAL
4) 3116" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) 114" ELCO ULTRACONS INTO FIOLLOW or GROUT-FIL ECi BLOCK
Design Pressure Chart (PSF; for NOW NTERSECTED Impact PVC 3" ulllon H-1758, with 1776 clips with six (6) #10 Screws into WOOD or METAL or3n 6" ITWTapcons or ELCO ULTRl ONS Into SOLID CONCRETE or
WOODper each end of mullion. HOLLOWor GROUT -FILLED BLOCK require 114" ELCO ULTRACONS.
OPENING SIZE (in.)
39 45 1 51 67 63 69 75 Sf8 81 87 93 99 107 318 114 120 126 132 138 145 318
37 80.0 80.0 90.0 80.0 80.0 80.0 80.0 solo I 80.0 80.0 80.0 solo 80.0 80.0 80.6 80.0 80.0 80.04231480.0 80.0 80.0 solo 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 80.0 80.0 80.0 80.0
48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 W. 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 65.0
x 53118 80.0 So.D 80.0 80.0 80.0 60.0 Bolo 0.0 solo 80.0 80.0 80.0 80.0 80.0 80.0 65.0 65.0 65.0
57 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8010 80.0 65.0 65.0
63 80.0 0.0 80.0 80.0 80.0 0.0 80A 80.0 80.0 80.0 80.0 80.0 66.0 65.0
g
65
68
65.0
85.D
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65.0
65:0
65.0
65.0
85.0
65.tl
65 0
85 0
65 0
65.0
65.tl
65.0
65 0
65.0
86.0
72 6&0 65.0 65.0 65.0 J 65.0 85.0 65.0 64.9 1 61.7 59.1 56.9 53.7
UP GHAH 1 hl rvii:
NON -INTERSEC'T°ED itaET'ACT 3° MULUON 1750, HORIZONTAL OR VERTICAL, USING (PER EIND)
1776 CLIPS
6) 410 SCREWS INTO WOOD or METAL
6) 3/16' ITV' TAPCONS or ELCt7 ULTRACONS INTO SOLIDCONCRETE orWOOD
6) t C ELOO ULTRACONIS INTO HOLLOW orGROUT -FILLED BLOCK
I
OPENING SIZE- -1
TRP E
CAL MUU*111
TRAN50M. OVER TWN
WRTICAL WAXIAON
j
SLR---
11 AW5C7k.9 L3L'ER IRIPLE
VEF7TtCAL EAUi1.K`ti
L.__'>_ .
ILL' w3
4
JFF3NING SIZE F---
TWN
H„` RMCINTAL 6±uUroN
iAt
muL! LENGTH
WtNi EMS IL
0 Soh 44TH AVE.
OCALA, FLORIDA 3447*4
4 ww,CWS.CC
f_............... __ _
PVC
MULL
IMPACT
n
U9.cc
1
w,0
q'o1,
C':0S
Z-'f No 5820!
STATE OF "40Pkl
NOTES: mow• "a°( M
1. THEMULL BAR IN FOCUS FORANYGNEtd ' , .O R•# C*,••"l g
GONFIGURATION IS SHOWN IN BOLD, s°ftpPVy
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BARB) ATTACHED TO IT (SHOWN IN BASHES)
THROUGH THE USE OF MULL BAD? CLIPS. AN 41127120'5IN'T'ERSECTE.DMULL BAR WILL ALWAYS 8E ATTACHED
TO THE SUBSTRATE ATBOTH ENDS, LUCAS A, TURNER, P.E. S.
NON-€NTERSF'CTEB MULL BARB CAN BE ATTACHED FL PE # 58201 TOTHESUBVIATEANDOTHERMU11BARS, 1239 JABARA AVE. NORTH
PORT, FL 34?88 1
IM,F_ PH.94-I-Suo-i574 i7RIL[11ii!'Al k1UEGM3i:w;zr3raTrs_eAll.i1iN,T€a".rw° DIP
CHARTS NON -
INTERSECTED csI
EtaING MULLS AIDE1
09127112 Imo.-
ktL LLEMGYH --»I C.t,L-- E: -. ruLi, t_Fn gTH L - --I SHEET 1:
9 2 OF 10
Design Pressure Chats (PSR forINTERSECTED Impact PVC3" WIIIon H-1758, with 1522 cups using tour (4) 910 Screws Into WWD or METALor3116' ITWTapcona into SOLID CONCRETE orWOOD, or 1776 dips
with six (6) #10 Screws Into WOOD or METAL or 3116" ITW Tapcons into SOLID CONCRETE orWOOD per each end of mullion. HOLLOW or GROUT -FILLED BLOCK require 1f4' ELCO ULTRACONS.
OPEMNG SIZE n.
33 1 45 51 57 3 Be 75 316 81 67 93 99 110 3f8 114 120 126 132 138 145 318
37 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0
42 3/4 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.D 50.0 50.0 50.0 50.0 SMO 50.0 50.0 50.0 50.0 50.0
48 314 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 56.0 50.0
531f6 50.0 50.0 50.0 50.D 50.0 5M0 50.D 50.0 50.0 50.0 50.0 50.0 50.0 5M0 50.0 50.0 50.0 50.0
57 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 48.1
J 63 50.0 50.0 50.0 50.0 50-0 60.0 50.0 50.0 50.0 50.0 50.0 50.0 1 50.0 50.0 49.4 47.3
68 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.8
72 50.0 5fl.0 50.0 50.0 50.D 56.0 Sao 50.0 50.0 Sox50. 0 45 .4 44.0
75.375 50.0 50.0 50.0 50.4 50.0 50.0 50.0 50.0 50.0 46.8 440 40.0
DP CHART- IS FOR:
INTERSECTED IMPACT 3" .MULLION 1758, HORIZONTAL OF, VERTICAL, USING EITHER (PER END);
1522 CLIPS
4) #10 SCREWS INTO WOOD or METAL
4) 3i18" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 1114)
114- ELGO ULTRACONS INTO HOLLOW or GROU` FILLED BLOCK 1767
CLIPS 6) #
10 SCREWS INTO WOOD or METAL 6)
3f16'ITW TAPOONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD i6)
114" ELCG ULTRAGON$ INTO HOLLOW or G ROUT -FILLED BLOCK y
IrUiPiPak VEI'
Mr,ALMULUON HORIZONTAL
MULLION T-
E
SINGLEk
TLNIN
OR
IlkTRIPLE( UNrrS
BELOW
39ULEP
TH-- OPENING SIZE --wl Vffv WINDOW
SMEMSIR,
1900 SW
44'R 34 AVE, OCALA, FLDRIDA
34474 t''AbRi,
1xVVS.GG ra PVC
MULL BAR
IMPACT LUCAS
A,
TURNER, PIE, VL PE
582201 1239 JARARA
AVE, NORTH PORT,
FL 34288 1 PH.
941-280-1574 NOTES: OP
CB -WI 1- THE
MULL BAR IN F00.US FOR ANY GIVEN INTERSECTED MULL CONFIGURATION ISSHOWNINBOLD- 2. AN
INTERSECTED MULL BAR HAS OTHER MULL BAR(S)
ATTACHED TD IT (SHOW N IN DASHES) ADE ! 091271122 THROUGH THEUSEOFMULLBARCLIPS. AN INTERSECTED MULL
BAR WILL ALWAYS BE gy L g I RE4 r ATTACHED TO
THE SUBSTRATEAT BOTH ENDS. CWS-836 ! A 3. NON -
INTERSECTED MULL BARS CAN BE ATTACHED .`_ ................._......._SHEET TO THESUBSTRATEANDOTHERMULLBARS. SHEET 1 1
3 10
f7EM PART # DE.$CRIPTTON
1 H-1758 1 3P8" x 3' MULLION TUBE
2 I#Y0 OR #12 HEX WASHER HEAD TEK SCREW '(see note below)
3 1#10 x 1 1/2", PANHEAD PHILIPS ZNC
4 1#10 FLAT WASHER
7 5-1897 MULLION CLIP
8 SEALANT
9 S-1895 DRIP CAP
10 5-1896 FLAN45E ADAPTER
11 5-6016 MULLION INTERIOR COVER
13 P-3486 MULL BAR CAP
14 F-1522-013 3' SLOTTED NEW CONTRUCTION FIN MULL CUP
15 F-1522-m 3'SLOTiEDT-CUP
16 F-1767-001 i L-ANGLE 3" MULL CUP, STANDARD
17 F-1787-W4 L- LE 3" MULL CUP, FIN, LEFT
18 F-1767-004R I L-ANSLE 3- MULL CUP, FIN, ArdPff191#10 HEX WASHER HEAD TEK SCREW201910FHTEKSCREW
LINE ITEMS NOT USED:
5-8, 12
USE WOOD SCREW SIZE (#10 OR #12), SPECIFIED INWINDOW UNIT APPROVAL DOCUMENT
1 Wd"._..,...
VIC—
Ili
If15 i-" :f1€i
DRIF CAP S-1895,
ivi1 LUcN I"r -ii O
D VER B-MIS r A i£2FADAPTER, v 9
s TOPVIEW 2
L116-1 lie, 3,
i ?1i2116` 1 I ... ,
z 4
311fi" 3`
V..ULLBAP. H•1758 MULUtON
CUP S-1897A'
Sa ..---- t - 1 7me- LIL'
e_' CIyf") f
4
TMF-
1622 - 019 NEW
CONSTRUCM04. f FIN INSTALLATION A
SCOPE, BEN Li AND IkREAK TO
REMOVE FIN FOR FRA3RE' ATTAC.
HEMENT TO MULL BAR DETAIL
A TVA.
FIN FRAME 3:1 NOTE:
ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. FRAME
TYPE OPENING F•1522•XXX NEW
NEWF-1522-013 FLANGEF-
1522-013 NEW
F-1522-013 FINF-
1522-013 RETROBox
NEW NOTRECOMMENDED 2
SJw F1'
6" F-
1522-006 RETRO,
FLANGE CLIP AULLBAR
CLIP 1767•
XXX) t F-
1767.001 WINDOW SYSnMS i F-
1767-001 I M SW 44TH AVE, 767-
0D4(L&A) WALA, FLORIDA 34474 787-
004UR) mlvwCw
cC F-
1767 001 F-
1 M7401as WC MULLBAR
IMPACT
1
FL 3
mac:
i
Pe7 zdr-
G
L Uid.
ilt
LU:;
AS A, TURNER, PE, FL PE #
587DI 1239 JASARA
AVF, NORTH PORT,
FL -4228 PH. 941-
UO-1574 SKEET DESCROPFI(^d'`.__....
130M AND EXiRLIVONS
ADE oq/27/
1E 1 A SHEET
1:2
A £
F1D
L` ANGLE T MULL CUP, FIN (LEM F•1767-W4L
OUT6€:SF_
C ANGLE 3" MULL CUR RN (RIW i F_I 767.04P
L` ANGLE 0' STANDARD MULL CUP • E-1767-001
FRAME TYPE OPENING t" MULL6 CLIP L" PiiSL &is .CP
F-1522Pxxx) F-17GLY 29WIMFiNexENEWF-9 013 F-176;401
R_FiRO F-1 -006 F-1767-001. 19910 3W 44TH AVE.
FIN NEW F-1522-013 F-1767-004(L&R) OCALA,FLORDA34474
RE'TRO F•1522-013 F-1767-004(L&R) WYJU4:WS.CC
ROX REW NOT RECOMI&NDED F-1767-001
Rv=TRO F-1522-00 F-1767 OD; 3" E CPVC
E MULLBAR
IMPACT
u(S
g1 fl
lll
2tea• _.._ --- 2 1t4^ ..........., etaz
o Icra
ter .Q' 3
7718' THRU (''Yp)-----•-- N- — Fi4" THRU j1YPj .....
OUTSIDE ®ye;ys iiFtF r'
r
s'; No 5 71 .'7«
g
STATE OF ;W
LUCAS A. TURNER, P,E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PK 941-380-1574
EXTRUSION
ADE 091 7112
GWS-836 A
ECALE: SHEET
1;2 5 OF M
SEAL BEHIND FLA
PRIOR TO ATTAC'.
TO MULLION
A HdRI iJNTAL MULL €3AEt 15LECTIC9N
g, FLANGE FRAME WINDOW
SEX, BEHIND FLANGE (SEE DETAIL B)
PRICE TO ATYACHING
TO M!it.LION
EST6CAL r 1LL_6AEa 5E L N
SEAL BEH NO FLANGE
PP'wOR TO ATTACHING
TO MULLION
NMUST BE REMOVED ._-
t!i HORIZONTAL 9vSl3C L a SECTION
Firl FRA. WINDO
FIN PLUST SEREMOVED
WHERE. W€NfUVIS
CONNECT TO MULL
SEAL BEHIND FLAmB—}` 9 SEP 0--ma. RI
10MULLION
PRIOR TO A i, 7iiNCs :
MEF; ICAL MULL RAFt_SECTION
fi FIN FRAME WINDOW
APPLY SEAI.ANT ALONG FL
LENGTH OF WINEX)W € RA.
GROOVE PRIOR T4 ATTACHi
m
A IE[giA $ tORlztatVEITAl MULL BAR SECTION_ Ks. BOX FRAME WINDOW
APPLY SEALANT ALONB FULL ---- -
LENG7"H OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP
ADAPTOR
upp
p
i
ni r
DETAIL A
APPLY SEALANT ALOW FULL
LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING FLANGEADAPTOR
I I ML
DETAIL
ViNoovv Symms
I 9X SW 44TH AVE.
ALA, FLORIDA W74
1 Pvc
MULL BAR
IMPACT
I
i Z
7
ju
4t 7t2€s°i5
LUCAS A. TURNER, P.E.
FL. It w0i
1239 Jfi ARA AVE,
Mown I PORT, FL 24286
Phi. MI C-"I674
SECTION VIEWS
MULL$
A[)E 09127112
Ce 95 A
6 ti ili
SEE NOTE M
TOP VIEW
FIN FRAME
5' P4LXLSAR (',M760)
SEE sEr At3aTE APPiaCY'VAL PI
APRROPRIATE. DP GHARTa}
SEE N01
DISTANCE
Ue SEE NOTES s & 2IEAJCUP)
SEE NOTE 4 tJ)
Gam" 6" HORIA TO I VERT, MULd.F.§rhR SECTION
4 F'EAN",E FRAME-;f7 [J—" .........
HORI2, 703` VERT. MULLSAR SECTIONmm__....._
61mlTmwKwY7 1
1900 SW VTH AVE.
00ALA,FLORl 34&7A
iA"Y bar`-C`WS.GC
P4 Pvc
ALL BAR
IMPACT
Q s
I I
CS ice;
I jtu.:.
z0
ul
X.
f '
pp 3^ 4S . .......... A
d
SEE 7fC-i"ti 4 }—
L
1.1j€ E DISTANCE S' `a STATE Ctr an
71li SEE;DOTES t 9 2iATr
SEE NOTE 4. ?
xa12T134i
1, 3- HORIZ, TO 3' VERT. MULLHAR SECTION
l 7,IRt alp LUCAS A- FURNER, r _E_
FL PE.9 Sans
1239 JASARA AVE,
NOTES: NORTH PORT, rL 342SB
PI-L 941-369-1 `7A
Y. SLIDE CUP INTO LOCATION AND SECURE WITH ITEMS 99 (OTY 1) AND 20 (CITY 1), AS S_ S 6 Si'ATM F`„'Ri"_._-_.....__._.. SHOWN ABOVE.
SECT'ON VIEW2, PRE -DRILLED HOLES (THR'U H'VG.IP ISW), BYTHE INSTALLER, MULL INTERSELJL'IO?MSMAYBEDATEDASNEEDEDWHILEMAINTAININGAMINIMUMCLIPEDGEDISTANCE
OF£4W'AND A WNMUM CENTER TO CENTER SPACING OF DRAW 3,°. ...............:c i"_-_ _—_
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR-TO-MULLBAR CONNECTIONS, ACHE I 09/27112
REGARDLESS Or ORIENTATION (Le., HORIZONTAL OR VER NCAL). THE FULL LENGTH taut€ 4; `-___4_r'.Ey ".'—'- MULL, MUST SE THE SAME DEPTH, 09 GREATER, THAN THE INTERSECTING. MULL. CWS-833 ) A
4, INTEMOR MULL ANCHOR ATT'AORMENi BCREW T'HRU VERTICAL MULL INTO Will SHEETCLIP, PREDRILL PILOT HOVE THH.0ALL YATERIAL. 107
TWIN TR LE
STICAL MI LUO: VMRITICAL MIJ: LION
d
d
I
OPENING B':Zir OPENING SIZE --
TLWP
WJR170NTAL MULLION
rrr €
h.._.._ MfULL UENGTH --;
TI ANW,A OVER TWIN
VERTICAL MULLION
OPENING S12E
TR;PLE T45°3wMIPLE
HGR ZONTAL MU9.UON HORIZONTAL MUU..ION T
OPENING -
x
zSIZE
va
a.
TµI,.,-___xgULA, LBNGTN —4 MIJ LLENGTH —4+---------i
TRANSOM OVER iRIPLE
VERTICAL. MULLION
T_ ..,,.............
i7 11 3
i
L_ L _j....._._......._ ....
Ph'INJITRIPLE
WRTr.ALMUUIQN
I-.1Es; THE MULL BAR IN FI:ICiJSFORANY GIVEN
CONFIGURATION IS SHOWN IN 801 M
AN INTERSECTED MULL BAR HAS OTHER MULL WINDOW SYMM
BAR(S) ATTACHED TO IT (SHOWN IN DASHES) 1900 Sit 44TH AVE, THROUGH THE; USE OF MULL BAR CLIPS. AN OCALA, FLORIDA 34474
INTERSECTED MULL BAR WILL ALWAYS RE WWw,CWS.CC
ATTACHED TO THE SUBSTRATE AT BOTH ENDS,
3 NOi-iNTEASMC"6EDMULL BASS CAN BEATTACHED r TO THE
SUBSTRATE AND OTHER MULL BARS. Alt Pvc UL.L.
BAR IMPACT HORIZONTAL
MULLION
SINGLE1 TWIN
E
OR ITRIPLEEUNITS
BELOW )
MULL
LENGTH — -
i NOTES: I,
AT
MULLION LOCATION, ATTACH WINDOW UNIT(S) TO MULL8AR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUMATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW
TIHE ANCHOR SPACING AS INDICATED INTHE WINDOW APPROVAL. FOR A77ACHME NT TOWOOD SUBSTRATE, USING A HEXWASHER HEADTEK SCREWOF THE SAME SIZE (#10 OR 412) AS THE WOOD SCREW
INDICATED IN THE WINDOW APPROVAL, TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLSAR. 2. MULL
CLIP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 9. S. ALL.
MULL CLIP INSTALLATION ANCHORS N?UST BE MADE OF OR PROTECTED WITH A, CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS On MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST
BE PROTECTED TO PREVENT REACTION, 4. INSTALLATION
ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IIN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIED
IN TABLE I, SHEET 9. 5, ANGI
nR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO, FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD SUCKS, IF USED, INTO SUBSTRATE • IX BUCKS ARE OPTIONAL, A MINIMUM
CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED 13Y THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4.6, 7, WOOD
OR MASONRY OPENINGS, SUCKS AND SUCX FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND ]INSTALLED TO TRANSFER WIND -LOADS TO THE STRUCTURE - SUBSTRATES S14ALL
MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLED, SHEET 9, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 8. SEALING
AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHER, FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA,'AAMA1UC(
9NWINDOWS),FVA/AAMA200(FLANGEWINDOWS), OMA250(BtiXWiNDOWS),FMAAAMA.PWOMASOO(EXTERIORDOORS) N w
LUCAS
A.
TURNER, P-E, FL PE
9 58201 1239JABARAAVE. NCRTIM
PORT,
FL 8425E PH, 941.
3904 5a74 iit'k
Ef§IPY€CNQi CONIFIGURATIONS AND
ANCHORAGE NOTES
affKWff — DAFT _ ___
ADE OW7d12
CddC-93Fx
A SFiEE'i"
B OF
10
2
PETRO PIT
MULL BAR CLIP
MULL BAR
INSTALLATION ANCHOR
SEETABLE
SEALANT ALONG ADD STRUCTURAL ELEMENTS
AS REGD TO MAKE LEVEL FOROUTSIDEEXs£:k'aED MULL BAREDGEBYINSTALLER
PERIMETER SEALAR't------a
BY INSTALLER 14 MIN. EMBEDMENTINSIDEANDOUTgSEETABLET
SUBSTRATE SY OTHERS
SEE TABLE
MIN. EDRE DIST. .__ L»_
SEE TABLE t
VERTICAL. SECTION
iRETR6 KIT} ANCHORAGE
HEAD AND JAMaS SIMILAR FOR FLANGE INSTALLATION
L" ANGLE MULL BAR CUP
TWO REC'D PER EACH END OF MOLL
MULL SAFI
INSTALLATION ANCHOR.
i SEE TAB;,E 1
SE'ALAW NIONG -_... ADD STRUCTURAL ELEMENTS
OUTSIDE EI(POSED AS REM TO MAKE LEVEL FOR
EDGE BY INSTALLER MULL BAR
PERIMETER SEALANT
UYINSTALLER
INN$IDE AND OL;T i E MIN. EMBEDMENT
SEE TABLE 1
SLB£3Si"RA'E BY OTHERS _.._._._
SEE TABLE 5 I
h----'-+ -- MIN. EDGE DIST,
SEE. TABLE 1
E ' VERTICAL SECTIONIr, 8-:, AL FLANGE ("L' ANGLE) ANCHORAGE
HEAD AND JAMES FIBULAR M. R FLANGE INSTALLATION
TABLE 1: APPROVED MULL CLIP INSTALLATION FASTENERS
SUBSTRATETYPfi ANCHOR TYPE MIN. EMBEDMENT MIN. MOE DIST.
CONCRETE 12.0 KSI
BETE (2.85 KSI MIN.) 3116' ELCQ UL7RACON 1-314" 1'
HO.S 2-112"
2Xf IiN. 6GI.RFiERN PINE (G=0.56) 3116" ITW T'APCONOR1-318" 7f8" ELCO ULTRACON
2XMIN. SOLPFHERN PINE (G=(L55) 10 WOOD SCREW 1 3tS" 7"S"
16 GAUGE (O. t") MIN. STEEL STUD 10-16 HILnKWIK-FLEXOR ITW FULL THREAD Pf'S33KSIYIELDMEN) TEKS SELF -DRILLING SCREW THRU O.06fl
1f 'ALUM. (6463-75 MIN.) -OR 10 GRADE 5 SELF -TAPPING f FULL THREAD 7116116" STEEL (33 KSI MIN.) DRILLING SCREW THRU 4.12Y
NOTE&
1. SOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME.
2. SILL STOOL MUST BE FLUSH AGAINST" INSIDE OF MULLED WINDOWS
AFTER INSTALLATION,
3, RECESS RETRO MULLION CLIP 3M' MAX. FOR CLEARANCE OF WINDOW
UNIT AS NEEDED,
4. FOUR(4) ANCHORS REQUIRED PER -r MULL CLIP, SEE SHEETS 2.3,
THREE (3) ANCHORS REQUIRED PER "L" MULL. CLIP, SEE SHEETS 2.3,
E. SEAT MULUON TIGHT TO MULL CLIP,
6, FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS.
tj SW 44'€€1 AVE,
CALA, FLORIDAV,17t.
4VW W.CWS.CC
F PVC
MULL BAR
IMPACT
I
E
n
a A3slk y.n_
12712015 _
LUC:AS A. TURNWR, P.A,
FL PE 0 56201
1239 JABASIA AVE.
NORTH POST, FL 34255
PH.941 -1574
saaE taFsc€ctriEi a, "`_.__
INSTALIAVON DETAILS
TPADEGE127112
O S-636 A
scar E: SHEET
1 S OF 10
RETRO FTf
MULL BAR CLIP
MULL BAR
INSTALLATIONANCHOR
SEE T"ABLE I, SHT0
SEALANT ALONGE
OUTSIDE EXPOSED
EDGEBY INSTALLER
EXTERIOR FiN'S i r'.. : MEN. EMBEDMENT
BY OTHERS I - I I SEE TABLE 1, SHT 9
PERIMETER SEALANTBYINALLERINSIDEANDOUT t
SUaSTRATE BY OTHERS °
SEE TABLE 1. SHT9
MIN, EDGE DIST.
fFF 1i VERTICAL SECTION SE..E TABLE 1, SHT 9
k iC,,' TYPICAL FIN (RETROFIT`ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
TWO REO'D PEREACH END OF MULL
MULLBAR
INSTALLATION ANCHOR
SEE TABLE 1: SHT 9
SEALANTALONGE ............
OUTSDE EXPOSED
EDGE BY INSTALLER ro ,c• i i
EXTERIOR>iNiSH MIN, EMBEDMENTBYOTHERSSEETABLEI, SHT9 PERIMETER
SEALANT..—_ e- BY
INSTALLER INSIDE
AND OUT SUBSTRATE
BY OTHERS SEE
TABLE 1, SHT 9 MIN.
EDGE DIST. f
VERTICAL 5EOTICN SEE TABLE i, SHT 9 TYPICAL
FIN ANCHORAGE L-ANGLE) HEAD
AND JAMBS SIMILAR FOR FIN INSTALLATION NOTES:
1.
SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS AFTER
INSTALLATION. 2_
RECESS RETRO MUUIJON CLIP SIT MAX. FOR CLEARANCEOF WINDOW UNIT
AS NEEDED. S.
FOUR (4) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-1. THREE (
3) ANCHORS REQUIRED PER MULL CLIP, SEE SHEETS 2-3. 4.
SEAT MULLION TIGHT TO MULL CLIP. 5.
FOR ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THEWINDOW SPECIFIC
INSTALLATION DETAILS. INWIN
SYSTEMS 1900
SW 44TH AVE OCALA,
FLORIDA 34474 www.
CWS.CC 3"
FNC BULL
BAR IMPACT
w
1
F cW ;
CJ
I !
eC Q i
11i11S4tf1atY ..
ftTNo
58201 STATE
OF ,c d _-
7^ 4i2712Q16
LU
CASA. TURNER, P.E. FL
PE R 58201 1239
JABARA AVE. NORTH
POST, FL 34288 PH,
941-980-1574 SI9:
ET D= '1'iIiTTSijt4: ._. INSTALLATION
DETAILS FIN
ADE
09f27f12 Si1sB €: ..
OWS-
836 n
A
t;.
ua: SNEI*T 1:
2 IG OF 10
Florida Building Code Online Page 1 of 2
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emait 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss@cws.cc
Authorized Signature Koss Erin
ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
jlathrop@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
R Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
07/21/2020
Steven M. Urich, PE
R, Validation Checklist - Hardcopy Received
Year
AAMA/ WDMA/CSA/ 101/I. S.2/A440-08 2008
ASTM E1300-04 2004
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
htip:llwww. floridabuilding. org/prlpr_app_dtl.aspx`?paraln=wGEVXQwtDgwf4ngAXh 1.Oy... 6/24/2015
Florida Building Code Online Page 2 of 2
C
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/14/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Summary of Products
FL # _._.____.__ Model, Number or Name Description
77,11 [ SH-8100 PVC Single Hung SH-8100 PVC Single Hung Impact Resistant window.
Limits of Use Installation Instructions
Approved for use in HVHZ.- Yes Ft.I. 1 II `W "- 2i3. SH-81Q0, IMP, N SillAnchj. df
Approved for use outside HV Z: Yes Verifies( By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure., I-70/-70 Evaluation Reports
Other., SH-8100 PVC Impact, no Siff anchors required. F,(_1fi177 Ri AE DuPont PyANt?A 13-0129 27.Ddf
FL16177 R1 EvaiRep 4WS-8.12B (SH-8100. IMP, Safety glazing required on outer file above 30 ft. in HVHZ. Ar-
No fllAn h} gQfMasscompliestoASTME1300-04.
f L1,6177 R1 Ai_ Qanex NOA 12-1017 02 Ddf MikronlCreated
by Independent Third Party: Yes Sack
E2 Ci=
il i Us :: 850- The
State of Florida is an AA/EEO employer. Cogyrlght 2007-2013 State of Florida. ;: Privacy „statteirimtt :: e.-rmc. ,r+ 4rar n,mrn, :: 13E and c+atam n Under
Florida law, email addresses are public records. It you do not want Vow a -mall 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 contad 850.487.1395. "Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they
have one. The emalls provided may be used for ofnclal 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 bla. Product
Appi owilAt.rW*: vsv,
tN..
xe
racu'h htip://
www.floridabuilding.org/pr/nr_app dtl.aspx?parafn=wGEVXQwtDgvyf4ngAXhlOy... 6/24/2015
TURNERENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.A. #29 779
Evaluation Report 812E
April 18, 2015
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. 1.900 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 ofthe 5u'
Edition (2014) 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-81213, signed and sealed by Lucas A. Turner, P.L.
3) Test Report NCTL-210-3815-1 A, -2, and -2A, by National Certified Testing Laboratories,
Orlando, FL, signed and sealed by Gerard J. Ferrara, with testing performed: TAS 201/202/203-
94, ASTM E 1886-02/04/05, 1996-02/04/06/09, and AAMA/WDMA/CSA I Ol/I.S.2/A440-08
4) Supplemental Calculations to support CWS-812B, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installed according to approval 'document CWS-812B.
Limitations of Use: This product:
May be used in O/X configuration in sizes and with max. glass DLO heights as shown in CWS-
812B
o Is impact resistant and does not require the use of shutters
m May be used in the High Velocity Hurricane Zone
Requires 7/8" Insulating Glass consisting of 1/8 Annealed or Tempered outboard lite (Tempered
required above 30 ft in HVHZ) — Air— 5/16 Laminated (1/8Ann-.090PVB-1/8Ann) inboard lite
Requires Dupont PVB Interlayer per Miami -Dade N.O.A. 13-0129.27,
o Requires Quanex (Mikron) white rigid PVC framing per Miami -Dade N.O.A. 12-1017.02'
11 have evaluated the i.nterlayer and framing materials in these Dupont and Quanex NOAs and find
that they comply with the requirements of the 5"' Ed. (2014) 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.
wilII6$1,tr fDREy °+mom
4,
w a•s li', . t+d ,e•,,
No 5 201 • 1
y
w 4/18/2015
cr Lucas A. Turner, P.E.
FL PE #58201,
Lucas A. Turner
2015-04-18
22:20-04:00
T_ MAX.
OVERALL
FLANGEHEIOH_
1
MAX. 1
UNITHEIGHT ............. ..i•
i
3fl 3.'46" I
MAX.
SASHHEIGHT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS...,.I
GLAZING DETAIL................................2
SECTION VIEWS._ .......................__3
EXTRUSIONS & B-O.M........................4
ANCHOR SCHEDULE & NOTES.... _.5
INSTALLATION DETAILS.,._............._6
53 110" MAIL OVERALL FLANGE
51 718' MAX. UNITWI;-,'?H.
471:1ffe" GLASS DLO....
A-
C
0
A
461lts" GLASSOLO
MAX. SASH WIDTH
E 2& AS $" a Cd..nS
DLOGLASS
GENERAL NOTES
f` 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TOCOMPLYWITH THE FLOROA BUILDING CODE (FBC), CURRENT j SY5TEt1S
EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ' 1900 SW 44TH AVE.
IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS DEFINED OCALAA, FLORIDA 3.1474
IN ASTM E 1996 PER THE F$C, WWW.CWS.CC
P. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS: •ax.
SINGLE HUNG00PVC
4. DESIGN PRESSURE RATING: SINIMPACT-NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-13DO-04.
POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER NINFILTRATIONTESTPRESSUREANDGLASSTABLES
ASTM E-1300414.
S. ANCHORAGE: THE 33 V39A STRESS INCREASE HAS NOT BEEN USED L
IN THE DESIGN OF THIS PRODUCT. SEE SHEET6 FOR ANCHOR
DwTAILS. WINDLOAD DURATION FACTOR Cd=1.e WAS USED FOR WOOD
ANCHOR CALCULATIONS.
I
8. PRO DUCT APPROVED FOR IMPACT RESISTANCE.. SHUT ERS ARE
NOT REQUIRED.
IC7. ALL. FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT cc 3 "°'.zIOUSEDAT -FIXED MEETING RAIL AND .JAMB. I-
8. SERIES ! MODEL, DESIGNATION SH-8100, f rcz v
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING: i qX = OPERABLE SASH, 0 - FIXED SASH
In¢Q
10, SECTION CALLOUTS APPLY TOALL ELEVATIONS IN A SIMILARLOCATION. t4a°aaEaraarka
11, EXTERNAL WEEP SLOT = 1!4" x 1.14' LOCATED 4" FROM BOTH ENDS.
MAX. UNIT SIZE DESIGN PRESSURE
IMPACT RATINGRATING
51-7/8" x 61-3/4" 70 PSF LARGE MISSILE IMPACT
7: No ES201
Lucas A. Z'9 : STATE OFTurner " %0,
2015-04-11
15:15-04:00 0N ; Atv
Z::7-1,
4111/2015
LUC:AS A. TURNER, P.E.
FL PE # 58201
1239 JABARAAVE_
NORTH PORT, FL 34288
PH.941-384-1574
IEE DDESGRIP'ilf %
GENERAL NOTES AND
ELEVATIONS
WINN.B
HAT j 06/18/12
YG A: REV,
CWS•B12 E
SHEET1:15 i 1 Cif 6
7f3" OVERALL INVJIATE D GLASS S'
ANN' A6EV OR MkWERr,' 7AF'
AIRSPACE I
q` LAM€NATEOCiAS,4 fib"
ANNEALED 0%'
PVS 1Ni'ERI AYER Sy DUPONT 1 &"
ANNEALED 3URASEAL--
Y TRU5EALPURFFCT ^>.
AZF'.";" OR SKAFLEk 542 MIXED
LITE 7F8"
ttYERALL INSULATED GLASS W
ANNEALED OR TEMPERED 7116"
AIRSPACE 6110
LAPVNATcDGLASS 118"
A NEAL.ED PYS
I TERLAYER 3Y DUPC T tiff"
ANNEAl.F€.) DURASEALBYi'
R:,SFAL PURFECIT
GLAZE "IT' OR .n,IKAArLEXM2 I"
W ASS STE t
a!X1 SW 44TH AVE. OCALA.
n.ORIOA34474 wW
W,OWS.CC San No
561D1 '
tom A' STATEOF
r.w_ 41111201 L
UCAS
A. TURNER, P.E, FL PE #
58M 1238 JABARA
AVE, NORTH PORT,
PL 34M PH. 941-
380.1574 GLAZING DETAILS
BAT 06/
18/12 I..... ...._... fShiEewT
t:i
j 2OF6
INTERIOR
SECTION A -A
NOTE. ITEMS NOT SHOWN FOR CLARITY:
20, 2rr26, 36-37, 44, 51-52, 55-56, 64, 67-68
INTERtOR
SECTION H-B
NOTE: LEFT- SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW.
1900 SW 44TH AVE,
OCALA, FLORIDA W.74
WW W .CW S.CC
7z No 58201
bf
o
STATE. OF
4/1112015
LUCAS A, TURNER, P.E.
FL PE * 53M
1239 JA9ARA AVE,
NORTH PORT, FL 34288
PH. 941.380-1574
SECTION VIEWS
BA"" f16i18.'12 ;
GWS-612 I B
2
1H
Lu
x
LINE ITEMS NOT USED:
p5, 7, 11, 15 17, 21-22, 29, 31, 33.36, 41-43, 46, 49-50, 55, 57-81, 69
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED,
PVC FRAME FLANGE-603,
718"--,=---•
W
9l16"
g'
REINF., IMPACT HOOK -1112
7T—ll V
PVC SASH STOP - 8025
W4..........).,,—...i
3t76"-
L
REINF. S.B.RJS,S.R. - 1498
H•-1 _ 7H718'
1
PVC SASH ML RAIL-6028
1 N{(IS" '
t
1
1
1ltfi^
PVC SASH SIDE RAIL - 6004
PVC SCREEN CATCH - 6013
3f4'
REINF. 8TM RAIL-1699
0 3/16"
O
an6"
7fg' - fi16"
IMPACT HOOK
S-1577
Fes— 2 3116
PVC SASH TOP RAIL-6027
2 1!6' 1t18"
FIXED RAIL- 1836
PVC FIXED RAIL COVER - 8063
5!8"
1l16"
REINF. TOPRAIL-1497
FRAME CORNER
CONSTRUCTION
i
CORNER WELD
ALL SIDES)
1:8
i
i
FIXED MEETINGiG RAIL
SCREWED TOGETHER WITH
OUTERFRAME
1:6
PVC SCREEN SUPPORT-69,4
w- if
4
7?8'
PVC GLAZING BEAD-6064
112 - t-1
SCREW SUPPORT-3113
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
www.cws.cc
8100 PVC
SINGLE HUNG
IMPACT
Nn 58201
S
Y1
t- STATE OF
L_-:r_
411112015
LUCAS A. TURNER, P.E.
FL PE 11158201
12-49 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS
BAT 06118112
DWQA:... Rt .:
OWS-812 B
scnLE: SHEET
1:2 40=6
V
RN HOR LAYOUT- IFLANM
NOTES:
1, INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION, NO ANCHORS REQUIRED IN SILL.
2. SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD SEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4", USE SHIMS WHERE SPACE GREATER TITAN 1115' 15 PRESENT, LOAD SEARING SHIMS SHALL. 0ECONSTRUCTEDOFHIGHDENS{TY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET 6.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION,
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEETS.
S. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSINGOR STUCCO, FOR CONCRETEICMU 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 1 X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE,
7, A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINITAINED BETWEEN ALL FASTENERS:3' FOR MASONRY, .' FOR WOOD AND METAL.
S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL. BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REOUIREMENTS AS SHOWN IN TABLET, SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BYOTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FNIAIAAMA IOO(FIN IN NDOWS), FMA/AAthA 200(FLANC+E W9NDOWS), FMkWDMA 2G5(BOX WINDOWS), FMAIAAMA,INDMA 300(EX TERIOR DCCRSI
WINDaW SYSTEMS N
1900 SW 44TH AVE,
OCALA, FLORIDA 34474
WWW .CWS,CC
C#
T > No 58201 :`A S
q
t STATE OF 140
eilc ;,Q t41;?r'dNe
4111t2Q15
LUCAS A. TURNER, P,E,
FL RE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH.941 W-1574
911KET -DE 9CIiEPTfO:'i:.....-
ANCHOR SCHEDULE AND
NOTES
BAT 06118/12
GWS-812 g
SHEET1:15 5OF8
SUBSTRATE BY OTHERS
SEE TABLE 1
PERIMETER S£ALANT—
BYINSTALLER
INSIDE AND OUT
SEALANT BEHIND -
FLANGE BY INSTALLER
INSTALLATION
SEE TABLE 1
SEALANT BEHIND -
ALANGE BY INSTALLER
PERIMETER SEALANT—
BYINSTALLER
INSIDE AND OLT
SUBSTRATE BY OTHERS
SEE TABLE 1
TYPICAL HEAD ANCHORAGE
VERTICAL SE
TYPICAL SILL
MIN. EDGE DtST.
SEE TABLE 1
MIN. EMBEDMENT
SEE TABLE 1
114' MAX SHIM
CCtJT':Nt,1CtUS DOUBLE 3116" BEADS OT-
TREMEAZE U1600 SEALANT AROUND
PERIMETER A"TALL INDICATED' POINTSBETWEENPRAMSANDBUCKBYINSTALLER,
14' MAY SHIM
MIN. EMBED?
SEE TABLE 1
MIN. EDGE DIST.
SEE TABLE I
TABLE 1: APPROVED INSTALLATION FASTENERS
SU
ONCRETE (20 KSI MIN.)
ANCNORTYPE MIN.EMBEDM
3/16" I7W TAPCON 1-1/2' f•t
ROLL 2.
CONCRETE (2.85 KSI MIN.) 3/16" ELCO ULTRACON
GROUT -FILLED CMU (AS7M C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2"
2XMIN. SOUTHERN PINE (G-0.55) 3/16' ITW TAPCON
OR ELCO ULTRACON f-3/8' 7/8"
2XMNL SOUTHERN PINE (G=0.55) 10 WOOD SCREW 1-3/8" 718"
16 GAUGE (0.060") MIN. STEEL STUD
33 KSI YIELD MIN)
10.16 HILTI KWIK-FLEXOR f1tN
TEKS SELF -DRILLING SCREW
FULL THREAD
THRU 0.06tP 7/16„
ti8` ALUM. (6063-TS MIN.) OR
1/8' STEEL (33 KSI MIN.)
10 GRADE 5 SELF -TAPPING i
DRILLING SCREW
FULL THREAD
THRU 0.126' 7/18"
I
MIN. EMBEDMENT
SEE TABLET
1W MAXSHIM—
INSTALLATION
SEE TABLE 1
SECTION
SUBSTRATE
BY OTHERS
SEE TABLE 1
MIR EDGE DIET
SEE TABLE I
PERIMETER SEALANT
BY INSTALLER
INSIDE AND OUT
SEALANTEFRiND
li b GE BY INSTALLER
PERIMETER SEALANT-----"""- ' /
BYINSTALLEA L
INSIDE AND OUT
C HORIZONTAL SECTION
6 BOXFRAME INSTALLATION
HEAD AND SILL SIMILARFORBOX INSTALLATION
FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE,
UP TOAND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED:
MIN. 1/4' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED
INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS ASSHOWNFORFLANGEWINDOWS,
190D SW 44TH AVE,
OCALA, FLORIDA 34474
wwW.CWS.00
I
r U
No 59201
A
STATE OF
Fm
411112015
LUCAS A. TURNER, P_E.
FL PE # 58201
1239 JABARA AVE - INORTHPORT, FL 34288
PH. 941380-1574 HEC=TpESCRipTibN—.........._`
INSTALLAnON DETAILS 7HAYlN
B ...... AT
06/1&
12 CWS-812 B
cuE SHEET 1:
2
Florida Building Code Online Pagel of 2
w
sit"m
c pia r kp jd Bas Hanle j Log in User RegistraUon HotTapirs Submit Surcharge Stats Facts
3usil es
i
j
j
Approvaly ; VIER: r: vse: w .rvim' Regulation
PC.
4.4. , .i.._A.Rkr4wD!? O > fi`g3i:[CC..4C800[i,"atlan Sean.:ha tSB.OfaLionList > ApPilcaUan Deta12 FL #
FL11103-R2 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archlved
Product
Manufacturer Custom Window Systems Inc. Address/
Phone/Email 1900 SW 44th Avenue Ocala,
FL 34474 352)
368-6922 ekoss@cws.
cc Authorized
Signature Koss Erin ekoss®
cws.cc Technical
Representative Erin Koss Address/
Phone/Email 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext291 ekoss@cws.
cc Quality
Assurance Representative )ay Lathrop Address/
Phone/Email 1900 SW 44th Ave. Ocala,
FL 34474 352)
368-6922 Ext291 jlathrop@cws.
cc Category
Exterior Doors Subcategory
Sliding Exterior poor Assemblies Compliance
Method Evaluation Report from a Florida Registered Architect or is Licensed Florida
Professional Engineer Ri
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 Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Standard
AAMAJWDMA/
CSA 101/I.S.2/A440-05 ASTM
E1300-04 ASTM
E1886-02 ASTM
E1996-02 TAS
201/202/203 Y.+
r 2005
2004
2002
2002
1994
http://
Www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgttaGslp3 GvutO... 6/24/2015
Florida Building Code Online Page 2 of 2
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/20/2015
04/23/2015
04/25/2015
06/23/2015
FI Model, Number or Name Description
11103.1 SGD 8400 PVC Siiding Glass Door. SGD-6900 PVC Silding Class Door.
Limits of Use Installation Instructions
Approved for use in HVHZ. Yes E1.,.11.103 R2 II WS-298B (SGD-890(3. IMP),udf
Verified By: Lucas A. Turner 58201ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes Created by Independent Third Party: Yee
Design Pressures +60/-60 Evaluation Reports
Other: Large Missile, DP = +/- 60 psf, Max. panel size 4' x py1110 R2 AE Dupont SGP NOA 1 t-0624 02 ndf
8'. Config. include OXXO, OXO, OX, XO. Glass Complies to FL11103 R2 AE EvalRep CWS-298B {SGD-8900. IMP}.nsif
FL11103 R2 AE Ouanex Mikronj NOA 12-1017 02.pdfASTME1300-04,
Created by independent 7 hrd Party: Yes
Sack fiie t
Cantata its :c
The. State of Florida is an AP, EEO employer. Calrydait 2007-2013 State of Florida.:: Pr€yacv SLtemam :: A=ssibpity s a_, temept :: gg(unai *statement
Under Florida law, email addresses are public records. Ifyou 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 toSecilon455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email addresswhich Can be made available to the public. To determine It you are a licensee under
chapter 455, F.S., pleasecliachere
kod.ct Arpm Nal #CC4WN
4 &:1:.. MCI
Wm
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF.,VXQwtDgttaGslp3GvutO... 6/24/201 S
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.Q.A. #29779
Evaluation Report 298B
April 18, 2015
Product Description: Series 8900 PVC Sliding Glass Door, LM Impact, 4'x8' nominal panel
size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, F.T., 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 51" Edition (2014) 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 Poet, FL
2) Approval drawing CWS-298B, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3506-1 and -lA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA
101/1.S.2/A440-2005, and ASTM E 1886/1996 2002
4) Supplemental. Calcs. to support CWS-298B, signed and sealed by Lucas A. Turner, P.E.
Installation: Units must be installedaccording to approval document CWS-298B. Limitations
of Use: This product: May
be used in up to 48 7/8" x 93 1/2" panel sizes (96" max, door height), with glass types
and max. glass daylight sizes as shown in CWS-298B Achieves
design pressures of +/-60 psf Is
Large Missile Impact Resistant and does not require the use of shutters o
May be used in the High. Velocity Hurricane Zone Requires
Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11.-0624.02' o
Requires Quanex (Mikron) white rigid PVC extrusions per NOA #12-101.7.021 t
I have evaluated the interlayer and framing materials in these Dupont and Quanex NOAs and
find that they comply with the requirements of the 5 h Ed. (2014) 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.
4g ss®eayap 8q
No
58201 4/
18/2015 t
cr :d Lucas A. Turner, P.E. rC3 .
fir» FL PE #58201 Lucas
A. Turner eO / °'' ' 2 15-04-20 12 28-ii4:00
SLIDING GLASS DOOR - IMPAC"
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS....____ -I
SECTION VIEWS OXXO & GLAZING DETAIL-2
SECTION VIEWS OXOA XO_ ..... ..................... 3
EXTRUSIONS & 6.O M.._..___..................._......A
ANCHOR SCHEDULE 6 NOTES........._ ........... "S
INSTALLATION DETAILS....._ ..........
GENERAL NOTES:
1, THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION AN,
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY y00 SW H AVE -
HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM Ell 996 PER THE MC. A. FLORIDA 34471www'Qv8'S'C6
2. GLAZING DETAIL: (SEE SHEET 2)
3. APPROVED CONFIGURATIONS: "OMO","OXD".'X4D",'Or M PVC
4. DESIGN PRESSURES: SUDING
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACTTABLESASTME-1300-04,
POSITIVE DESIGN LOADSBASED ON TESTED PRESSURE. WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-1300-04.
5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT. SEE SHEET a FOR INSTALLATION DETAIL
WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR
CALCULATIONS.
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED.
7, ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY
WELDED.
8—SERIES /MODEL DESIGNATION: SGD-BWO, i
9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING.
XxOPERABLE SASH, C-FIXED SASH,
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
1. EXTERNAL WEEP SLOT =1/4 x 1' LOCATED 4' FROM BOTH ENDS.
4 IS NZ
Lucas A
Turner
P
x
2015-04-20E12:30-04:00
STATE OF 1W0 . V.:'
41W201 5
LUCAS A. TURNER, 1,E,
IL PE # 582,01
AVE.
NORTH PORT I-[ jil Sa
NFIG. O MAX. UNIT SIZE MAX. PANEL
SIZE
DESIGN PRESSURE
RATING IMPACT RATING
X0 96" x 96"
48-7/8" x 93-1/2"
1
60 PSF LARGE MISSILE IMPACT
OXO 145-13/16" x 96" 60 PSF LARGE MISSILE IMPACT
oxxo 1 191-1/8" x 96" 1 +/-60 PSF LARGE MISSILE IMPACT
NE9ALNOTES AND ELEVATIONS
I
MAWK3Y AD
SHEET
101
SECTION B-B
PAIR OF ANCHORS AT EACH CLIP.
SEE SHT G FOR SPACING
SECTION C-C
FIXED PANEL ATTACHMENT
NOTE:
INSTALLATION W:TH NO JL.L. RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE 19 N9T,REOU IRED.
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
i" OVERALL
sits" TEMPERED
8" AIRSPACE
711B" LAMINA'iEDGLASS
3+16" ANNEALED GLASS
000 SENTRY GLA^,,.S IONOPLAS- IN'TERLAYER
3/18" ANNEALEDGLASS
PURFECT GLAZE"H"
SIKAFLEX 552
t3ii6'GLIASS ATE xz
LL AS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
i NORTH PORT, FL 3 88
PH. 941-880-157d
SECTION VIEWS - OXXO
AND GLAZING DETAIL
I
t:t.ss
ADE OCxi1S108
0_.._.._..
C iJS-298
REY.-__..__
B
aCALC. SHEET1:2.63 2OC6
SECTION D-D
SECTION E-E
NOTES;
1. ITEMS NOT SHOWN FOR CLARITY: 10, 26-32
2. VERTICAL SECTION CAN BE SEEN ON SHEET 2.
WINDc7W SYSTEM L
19DOSW 44TH AVE.
OCALA, FLORI.OA 34474
WWW,CWS.CC
II I
I,, a IA1: 73:
ONO
Nofl1
STATE. OF
418i2a15
LUCAS A. TURNER. P.E.
FL PE 468201
1239 JARARA AVE.
NOFlTfi VCRT, FI..:3V88
PH. 944-380.1574
SECTION V EWS - Oxo
AND X"X
FAV ---
ADE WOMB
CWS-298 E
Air, _ SHEET
1:2.833 OF n
2,
PVC ASTRAGAL - 6043
5 15/i 61
1 Wr
17W 21
PVC OUTER FRAME - 6042 REINF, - 1993
3 3
PVC PNL INTERLOCK - 6060 PVC PNL LOCKS11LE - 6059 PVC PNL INTERLOCK - 6033
FRAME CONSTRUCTIOC
k
FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
VENTS FULLY WELDED
1:10
I ale"
21
3 S!Iv —Ills. 31116, 'nt;
VIC,*
Ills*
L
PVC INTERLOCK SNAP - 6061 FIXED PNL CLIP 4295 FIXED PNL COVER - 1597 REINF. - 1775 HIGHRISE - 1737
PVC
Ilia,
wv, 1wis" tSULLIVAN
Ills,
ROLLER TRACK - 193o
SILL THRESH COVER -1764PVCSCREENADAPTOR - 6045
718, 1
T lie,
PVC SCREEN CHANNEL, 60414 PVC TRACK FILLER - 6040 FIXED PNL SUPPORT - 1722
REINF. - 1726NOTE:FRU ONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED.
A
PVC WELD SUPPORT - 6046
PVC GLAZING BEAD - 6037
PVC SCREEN TRACK - 6041
VANDOW rtSTEMS
1900 SW 44TH AVE.
OCALA FLORIDA34474
www,cws.oc
UT
LU
osa
413/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
BOM AND EXTRUSIONS I
ADE 06/03106
CWS-298
SHEET1:2 40F6I
6" MAX.
Typ)
T
a- MAX. __.J [
P) 16' MAX, 0.&5,
TYF)
NOTES:
v
E
ANCHQRIAYOUT
1. INS!. ALL TWO ANCHORS AT EACH LOCATION, SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE StIIM STACK TOBE 1/4'. USE SHIMS WHERE SPACE GREATER THAN VIT' IS PRESENT_ LOADBEARING SHIMS SHALT. BE CONSTRUCTEDO- H'GH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARENOT ALLOWED.
3, ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS: SEE -TABLE 1, SHEET 6-
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITN PRESSURE TREATED WOOD MUST BEPROTECTEDTOPREVENTREACTION.
5. INSTALLATION ANC14ORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEET 6,
6, ANCHOR EMBEDMENT TO SUBST'RA,r" : SHALT. BE BEYOND WALL 09ESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS: E.MBEDMEN'f SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONSTOSOLIDCONCRETEORGROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE IX WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USEOF 1X BUCKSBETWEENTHEPRODUCTANDSUBSTRATE.
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL. SE MAINTAINED BETWEEN ALL FASTENERS: 2' FOR MASONRY. V FOR WOOD AND METAL.
S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOX; OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA!AAMA 100(FIN WINDOWS), FMAtAAMA 200,-FLANGE WINDOWS), FMAW0MA 250(BOX WINDOWS), FMAIAAMA(WDMA 300(EXTERIOR DOORS),
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
1
r.•,cExs
No 582GI
o
STATE OF
413=15
LUCAS A. TURNER, P.E-
FL PE # 58201
1239 JIABARA AVE.
NORTH PORT, FL 34288
PH, 941-380-1574
ANCHOR SCHEDULE AND
NOTES
AIDE 1 06/03/08
CWS-298 8
SHEET1:24 50176
SUBSTRATE BY OTHERS
SEE TABLE. I
PERIMETER SEALANT —
BY ll' ALLER
INSIDE AND OUT
INSTALLATION
SEE TABLE i
PER!METEP. SEALANT ----
BY INSTALLER
INSIDE AND OUT
DO NOT COVER
WEEP HOLES
SUE", ATESYOTHERS—
SEE TABLE 1
SEALAN' UNDER SCREW
HEAD BY INSTALLER
TYPICAL HEAD ANCHORAGE
T115' III"L-.....,....... -------------- ........... MIN_ EDGE DIST.
SEE TABLE i
MIN. E! M4,E.N'
SEE TABLE i
1r4" MAX. SHIM
INTERIOR
SEALANT BETWEEN
SIL! RISER AND FRAME
BYINSTALLER
MAX. SHIM
MIN, EMBEDMEN"d"
SEE TABLE 1
PERIMETER SEALANT 6Y INSTALLER -----
INSIDE AND OUT
SEE TABLTc BY ®THEREI- SEE TABLE i
9
B HORIZONTAL SEC'110N
MIN, EMBEDMENT '+.,, 6 TYPICA€, JAMB ANCHORAGE
SEE TABLE 1
v I-27119'—...f.._......................ti--MKEDGE D': T. SEE
TABLE 1 A
VERTICAL 5ECT€QN 6 '€'
YPIpAL SILL. ANCHORAGE TABLE
1: APPROVED INSTALLATION FASTENERS SUBSTRATE
GRETE (
2.O KSI MIN.) 13116" RW TAPCON V. E
GIST. 3"
CON
q . ,. , . r 1, HOLLOW
OR GROUT -FILLED CMU (117 PCP MIN.) 3116" iTW TAPCON 1" 3' HOLLOW
OR GROUT -FILLED CMU (AST'MG-90) 3/16" ELGO UILTRACON 1-1l4' 2-1t2" 2X
M.N. SOUTHERN PINE (G=a,55) 3/15" !'TIRO TAPOON 1-3l6" 1" 2X
MIN_ SOUTHERN PINE (G=0.55) 10 WOOD SCREW i &W 1' 16
GAUGE M.05W) MIN, STEEL STUD 33
KSI YIELD MIN) 10-
16 HL11 KW €K-FLEX OR RW TEKS
SELF -DRILLING SCREW FULL
THREAD THRU
0.460" Tt16" 1i6"
ALUM. (5063-T5 MIN.) OR 116"
STEEL (33 KSI MIN.) i/
10 GRADE 5 SELF -TAPPING t DRILLING
SCREW FULL
THREAD THRU
O,125" Tti6 FIXED
PANEL CLIP ANCHORS INTO: CONCRETE (
2.0 KSI MIN.) OR HOLLOW
O€iGROUT-FILLED CMU 117 PCF MIN.) 3116'
ITW TAPCON 1," 3„ F€
FD PANEL CLIP ANCHORS INTX, OONCRSTE
12 85 KS1 MIN.) OR IiCLLCY`
J CR GROUT•FiLLED GMU (ASTM G9f1) WIT
ELCO ULTRACON P7f16'
MIN. MIN.
EDGE DIST. SEE
TABLE + INSTALLATIONANCHOR
SEE TABLE
1 TWO ANCHORS
PEP, FIXED CLIP
THROUGH PRE -DRILLED
HOLES M' MAX.
SHIM FIXED RANEL
MIN. EMBEDMENT
S£E
TABLE i f FIXED
PANEL
02".......I _.
EDGE DIST, s..........„,„. I
SEE TABLE 1 11 JZZI9.
iL"
MA)L
O.C. FIXEDPHORSIR
C;i.lr
ANCHORSMUST BE LOCATED MINIMUM €
i DISTANCE OF TAWAYIANCANY ^BANE ANCHOR. OCrR. TNBTALLAT€
CYd _._...._.___...__ «._ ._v--- ..............
ANCHOR (TYP) -- C
HORIZONTAL SECTION FIXED PANEL CLIP
DETAIL 6 F')Z FANEL ANCHORAGE NOTE; FIXED PANEL
CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYKE, MIN, EMBEDMENT AND MIN, EDGE DISTANCE LISTED IN TABLE 1. t VVINDOW SYSTEM
12W
SW 44TH
AVE. OCALA, FLORIDA 34474
WWW.CW'S.
CC aroma 15 LUCAS
kTURNER,
P.E. FL RE # 58201
1239 JABARA AVE.
NORTH POST, FL
34288 PH. 941-380-
1574 GENERAL NOTES AND
ELEVATIONS iAh N
SY:
43A, E: ACE OCu`13"=
8 YPz N: e;
9'.' CWS-298S
SHEET 1:2.
67
8C)F6
REQUIRED INSPECTION SEQUENCE
Bp# 1,1 - Z6gg Address: i It, cox
BuILIDING PERMIT
Min Max .. Inspection Description
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Prepour
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
p Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
r_ T
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Min Max Ins ection Descri flon
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
Plumbing Final
MECHA' CAL.IPERMIT,1.
Min Max Ins ection Descril2flon
Mechanical Rough
Mechanical Final
Min 1Max
Gas Unde
Gas Roug
Gas Final
REVISED: June 2014