HomeMy WebLinkAbout116 Bristol Forest TrlCEY `TE13
CITY OF SANFORD
BUILDING & FIRE PREVENTION
F D FEB 16 20% PERMIT APPLICATION
gy: Application No: Gj
Documented Construction Value: $
b Address: 114 /3z/S7-7)C- ge-tar m 1 w/G<o k 3Z77/ Historic District: Yes No
Y -rcel ID: M Do- 0/30 Residential Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
x
Description of Work: 7 601A_)o6cuS ,9k30 / ,0Od-c-
Ian Review Contact Person: L./ti/a Title: R:2i1-7
Phone: Sz1 Zyy/S- C'Zil3 Fax: L107- L/90-T3d0 Email: ri-71rf (3 1N4 D®yc J• God
Property Owner Information
Name 35//61
Street:-
City, State Zip:
Phone: C/D -7 `// S a & 6
Resident of property? :
Contractor Information
Name Phone: - 9tl_'79z tIV&—*- z(ye-3
Street: 110-7d 9 3 o a9 v Fax: Vb -7 — LIv%2 —e3y
City, State Zip: A /LI oc) p 333/Z State License No.: c 6-C 06 te? C)
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
Address: Address:
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 /a j
Revised: June 30, 2015 Permit Application '
A
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, i- r
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction valu .
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 My*`
be done in compliance with all applicable laws regulating construction and zoning. r,
Signature of Owner/Agent
Print Owner/Agent's Name
Date
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof
Construction Type: Occupancy Use: Flood Zone: _
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
COMMENTS:
Revised: June 30, 2015 Permit Application
MA
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.
ti
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.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR EWPROVEMENTS 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.
NOTICE: In addition to -the requirements of this permit, there may be additional restrictions applicable to this
property that may be found in the public records of this county, and there may be additional permits required
from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida
Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order
to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the
plan review fee based on past permit activity levels. Should calculated charges exceed the documented
construction value when the executed contract is submitted, credit will be applied to your permit fees when the
permit is released.
J
Signature of Owner/Agent " Date
C"A- nP=q ye-
Print Owner/Agent's Name
Signa of No F1 Date
CAFIOW ` N $EE829279
2p16
E)(P19ESePecUnderv+rllers
V'yr gonded'(tiN
Owner/Agent is P e or
Produced ID T of ID
APPROVALS: ZONING: 9-156- lei" ILITIES:
COMMENTS:
ENGINEERING:
1-h S;6c%C
FIRE:
igna Date
WAYNE T. BURNETT
Print Contractor/AmftName
of Florida Date
CAMO MMONEZyrvax., N 1f EE 829279
r, AiY C,OMMISS104ef 23, 2pt6
EXPIRES: Dece pubNcUnderwntersndedThNNotaY
Contracto y own to Me or
Produced Type of ID
WASTE WATER
BUILDING: 2-go
A..
Shall be inscribed with the date of application and the code in effect as of that date (Code 2010 FBC) 731.135(5)(6) Florida Statutes.
REV 07.14
REQUIRED INSPIEcCTION SEQUENCE
BP# &I I-Addeecc! /!G 1-f .-I
IBMI ,IlDINGIPE'9tly IT 111minIMax16trncrtupetinymUl)eeptninih n if
Footer / Setback
Stemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing — Walls
Sheathing —Roof
RoofDry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen,Enclosure
Mobile Home Building Final
Pre -'Demo
Final Demo
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Min Max Inspection IlDeselrn t-lon
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U:G.
Pre -Power Final -
Electric Final
Min Max ffns, ecbuon Deseni2tion =
Plumbing Underground
Plumbing Sewer
Plumbin Tub Set
Plumbing Final -
CH:?!` ICA`I -PIMD? , T
Min Max Ins, ection Il u®n
Mechanical,Rough
Mechanical Final
7-7
1M 1[IIIl Max Impection BeS2 1llo m
Gas Underground
Gas Rough
Gas Final
I Ililll iilll Ilili lllli illil lilil fill IlIITHISINSTRUMENTPREPAREDBY:
Name: BARBARA ESPARZA
Address: FLORIDA HOME IMPROVEMENT Ao . MARYANNE MORSE? SEMINOLE COUNTY 4070
SW 30 AVE_ HOLLYWOOD. FL. 3 312 CLERK OF CIRCUIT COURT & COMPTROLLER State
of Florida County
of Seminole BK
8633 F's 1911 (1 F'ys ) CLERK'
S 2016016688 RECORDED
02/16/2016 12:22::;4- P11 RECORDING
FEES $10.00 RECORDED
BY hdevore Permit
Number: _- - _ Parcel ID Number. 22-19-30-502-0000-0130 The
undersigned hereby gives notice that improvement wig 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
13 PRESERVE AT LAKE MONROE PB 62 PGS 12 -15 116
BRISTOL FOREST TRL SANFORD,
FL 32771 GENERAL
DESCRIPTION OF IMPROVEMENT: WINDOWS
AND DOORS OWNER
INFORMATION: LcRTIFIEDCOV CUITCOURT LERK
Name: $ROEKER CRAIG N 8r CHRISTINE OF
THEOvk LLER
Address:
116 BRISTOL FOREST TRL SANFORD, FL 32771 u1OLE000 Fee
Simple Title Holder (if other than owner) Name: n/a Arlrlracc•
n/a 9Y t CONTRACTOR:
Name:
FLORIDA HOME IMPROVEMENT ASSOC. Address:
4070 SW 30 AVE. HOLLYWOOD, FL. 33312 Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as
provided by Section 713.13(1)(b), Florida Statutes. Name:
n/a Address:
n/a In
addition to himself, Owner Designates n/a of To
receive a copy of the Lienor's Notice as Provided In Section
713.13(1xb), Florida Statutes. Expiration
Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a different
date is specified) WARNING
TO QW7VER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA
STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE
OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.
IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to
the best of my knowledge and belief. r
CV1 f i S Owner'
s Signature I Owner's Prim ed Name Florida
Siahrte 713.13(1 xg): ' The owner must sign the notice of commencement and no one else may be pemtitted to sign In his or her stead.' State
of _ County of 5-r-' • The
foregoing Instrument was acknowledged before me this day of by
Ch K i c2h LA b r QPk Who Is personally known to Name of
person making statement OR who
has produced identification type of identification produced: CAROM MAFMNQ
MY SSION
t P
RES ipecembe 23, 2016 Bonded Thor
I, taq PU Nc Iindelwaem 2016
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwoo , Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: LUIS COLLAZO
an agent of: FLORIDA HOME IMPROVEMENT ASSOC.
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
116 BRISTOL FOREST TRL. SANFORD, FL 32771
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number:
Signature of License H
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this day of,
200*, by WAYNE T. BURNETT who is personally known
to me or who has produced as
identification and who did (did not) tak e 4th'
Signa u re
n
Notary Seal 7 I
Print or type name
Notary Public - State of 411
Commission No. Lci Z
My Commission Expires:' NFL 9
Rev. 08.12)
LUM
a enft 074MOM
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Ltoeataa Ne cull oFRpO QB ittB Mianr OWN Tbi: 305446 4400
tHeet Li TM• list 241 WW
AM SW 30° An., FL 33312Y le Tr 15JedotorhAkTel; 004.70f•4415moor
N 'a Fcc G647a70
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fieplaoemant Windows Cotnrllot Sraaltnf M61F (APROOItC IIIAM
Name: l.Itn`t Amkg ti--Phony::LOI-4ls'2"V Bus.Phone: Address
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slope
zip Thls
amtract is made and entered into this ZR day of 20[ ! L_ by and beg m Oorlda It .-Itapravemant Aa.O tas, ft., e
Florida corporation ('Contractor or'FHA'}. and ownt*) earned above of the rildence located at the address listed above ('Owner'). The
Contractor Wm to pe4orm the work described below: tj
Reams, Olds a unita to be replaced. {WM Removed hems are MwIV to be damaged.) Dbecdom arsr'4-raad IMr the km*' 2)
Prepare openjW as noctisary to rem We Mplaoenift eatb. On WMft 0" imm Actm and road vrdak
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WXDON'S: RA Energy S1omr Safer _ %nor n VW bneufabd and dusk a *
w
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Aluminum IMAN116d,_ Akanknxn NoMMAIted On Ocubiwounch Cam the two 4) Aaors:
FfiAEner®t8loltnb rir_ AkaNrnastllnp/>awi _ NaevMNa [rwJ9*d aetivedoorMMeatlRad Impact { )
Honlmpcce: { }
Cblb, -VA Fteo Tan: luoraa: Grty: . Mill Fk shd Double Him
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Minus meswarmitysrrduponmrl 5) WorkNQitoberepiaced:
7NlilALHERH 6) HapplicaloK
renic-AM shutter penal% and/or sacurky bars, rNITIO to REa 7) Special6sstrued--.
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kyttta eventlhatCiantractOr k unablefar Whatever rgsonto abtaAt proPu parm)ts ghee to a0mmntcemerrtatarryvvoriS, Contractor Ad
rafend any pftylow payment and this psasactfos e)adl be automatically No finish
watApthertfnnnafmalkisW_latfontstobodome onleanope balowj .. A _ . . -" _ . n Cantractmrshallcommencetbewarkwkhlniii dayfattorammMonafdneCartratt(the`
eommentementDIM-)andSWendeavorto eompleteagWerkheravoclarwithksdaysaitartheiom+ntrKemtntDoe. CD(
MIctMe $ rt7
theTOTALPRICEfor altAborand MalerWxf %
Wch ganyappRcabitdiveount)Is S 9an3: m swT-L-Oppacableio $ luvmAaymant $ - •44 yftamraetprice $ I 8alarYst
Payable $ . Canaractor
will
provide
to Owner
a FM WOM and Release of teen and tsrMractor's Heal AMdr& to owner, rtlaRy slmliar ter thetorms ltrckufedfncararler 5tahresf2op51. on (yES Na
JgswserekcrsibapplyjorJ hanthryoftbeabovestah+
elumpsamo»+ounLffyatrdnirdsse inandrrpapreementrretlrttewoee+n.Irfasertisb,aa baraa.
adae.+ura.rw: a). oo eotAPttishwe iaproreamttatrenet!{ecWdlatwnand+
s loraoental lnbhhNr b).VouovaerndeNmemryNtlrceateattetlfrrbaeyoaelpr treghasFrateayaarkplApru. c).TM
fl,netW doaeearre
aaatl+ed to they Ibararwaa.unuxmsuaatwercentdna raarraaae ordfwadaetsaale r lien an yadrravewestytiratwdd fee ihraWdd ar Myoa do aotaer. A
sent you ruMtdatend s/wwr4lasKaFtdeoonsactand Mrardat doaeaena trebro voU*M Macellinamn; This contract contains the
entire contract of the garde. R otay )rot be changed onVy but only by a Agned change order or other written anxndment. The waiver by
any Putt' of a breach of any prmrislm of this contract shell rat operate or be cwMratd as a waiver of my subsequent broth by arty party.
IN WITNESS WHOMCF, the Parties
hereto have executed thh contract, under seal, as of the day and year first abaft written. Youths fsuyw my carom lids
han"coon rat any um pow to ltrfdrdpht on the t M bunkum day ahoy OW d" 03 this ftrAUUaa4 Gee the srttaehsd stance, of
aanaallatfon fomt for an mgdenaf o of Oft filim Owner. ., Contractor. FHA BY: n
a of j (
Name &
Tltlel Sl$nMure of Own.) Date
HomeO nersAssociardw Noma. ptonem 4n'-
133-13SI J YES (/) NO ( ) BundinsName: t +lu
14d .
SCPA Parcel View: 22-19-30-502-0000-0130 http://www.scpafl.org/ParcelDetailInfo.aspx?PID=22193050200000130
David Johnson CFiA Property Record Card
PROPERTY Parcel: 22-19-30-502-0000-0130
A,PPRMSER Owner: BROEKER CRAIG N & CHRISTINE M
SWW40LE COUNTY, FLORIDA Property Address: 116 BRISTOL FOREST TRL SANFORD, FL 32771
r
Parcel: 22-19-30-502-0000-0130
Property Address: 116 BRISTOL FOREST TRL
Owner: BROEKER CRAIG N & CHRISTINE M
Mailing: 116 BRISTOL FOREST TRL
SANFORD, FL 32771
Subdivision Name: PRESERVE AT LAKE MONROE
Tax District: 53-SANFORD-WATERFRONT REDVDST
Exemptions: 00-HOMESTEAD (2015)
DOR Use Code: 01-SINGLE FAMILY
7w _
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VBtV
O•
eRiSrO
RFST
C`
Value Summary
2016 Working
Values
2015 Certified
Values
Valuation Method Cost/Market Cost/Market
Number of Buildings
Depreciated Bidg Value
1 1
141,958 136,816
Depreciated EXFT Value 2,301 — 2,401 —
Land Value (Market) 34,000 30,400
Land Value Ag
Just/Market Value
178,259 169,617
Portabty Adj
Save Our Homes Adj 7,455 0
Amendment 1 Adj
Assessed Value 170,804 169,617
Tax Amount vkhout SOH: $2,630.59
2015 Tax B7 Amount $2,630.59
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
1 of 2/1/2016 10:41 AM I
RECORD COPY
z ..D. City of Sanford
k
Building and Fire Preventi
FEB 16 2016
Product Ap roval Specification F WED MRCODE COMPUkNCE l
D NG PLANS EXAMINER s
5 2 2 SANFORD Permit #
DATE Project
Location Address, 5 -o 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
C:;> t 3 . Sectional
Roll
U Automatic
Other
2.
Windows Single
Hun C_L—) Horizontal
Slider Casement
Double
Hung Fixed
Awning
Pass
Through Projected
Mullions
Cat) S LO, Wind
Breaker Dual
Action Other
June
2014 LICENSE
TO PROCEED WITH THE WORK AND NOT AS AUTHORITY
TO VIOLATE, CANCEL, ALTER OR SET ASIDE
ANY OF THE PROVISIONS OF THE TECHNICAL CODES,
NOR SHALL ISSUANCE OF A PERMIT PREVENT THE
BUILDING OFFICIAL FROM THEREAFTER REQUIRING
A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION
OR VIOLATIONS OF THIS CODE
Mn
Category/ Subcategory Manufacturer Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category/Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name "c_p bJI(( if -
Please Print)
June 2014
E A-Dl AGRA M SHEET
F'Ior6aH o
A sooism 'os vmstforea MEASURE DATE
CUSTOMS NAME LEAD NUMBER TYpE OF PflOPERTY
2/8/2016
niHal ht MEASURETECH
SH
Broeker 311790 Sin le Fami
351/2 x
0
SH
Fx
36 3/4 FL4o91.
1 SGD
711/
2 x 791/2 60)
FL11103.1 P6
Q--c lAr-4- L'
th ev MULLION
1 x 3 NOA# FL9520.
1 (+/-80) SH
351/
2 x 611/2 So)
FL4091.1 SH
351/
2 x 611/2 So)
FL4091.1
Florida Building Code Online Pagel of 3
ap pggd BMSHeme ! login ! user Reghtation I Hot Topic I Subrnitsurcharge I
Busines,
Professi l '" 1f o
duct Approve[
USER: Public Uses
Regulation
VI"
sets & NCI Pubikatior. ! Fac SW ! sas Sta Haa 1 cons I sa3reh !
Product Aoorwal Menu > Product or Aoollcatron Seartlr > Anolkation List > Application Detail
Fl-# FL4091-117
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived p
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 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 Jay Lathrop
Address/Phone/Emall 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
6Z 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
FZ Validation Checklist - Hardcopy Received
FL4091 R7 COI EvaiReo CWS-iSaF tsH_stt00 NI) odf
Standard
AAMA/WDMA/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
http://www.floridabuilding.org/pr/pr_app dtl.aspx7param--wGEVXQwtDquz931%2b4g5fa... 6/24/2015
Florida Building Code Online Page 2 of 3
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/09/2015
Date Validated 04/21/2015
Date Pending FBC Approval 04/25/2015
Date Approved 06/22/2015
Sununary of Products
EFL # 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
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: YesDesignPressure: +50/-5D Evaluation Reports
Other: SH-8100, Max. size 53,125" x 76. Glass complies FL4091 R7 AE FvalR o CWS-f SaF rSH_Q nn w :a
with ASTM E1300-04. Created by Independent Third Party: Yes
4091.2 SH-8100 SH-8100 Vinyl Single Hung, Non -Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ.- Yes E? 4091 R7 It CWS-48 B (SH-8100 52x71 NI).PdfApprovedforuseoutsideHVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: No Created by Independent Third Party: YesDesignPressure: N/A Evaluation Reports
Other: SH-8100 Vinyl Single Hung, OX, Max. size 52" x EL4091 87 AE EvalReo CWS-485B (SH-8100, 5 x71
71', see Installation dwgs. for DP. Glass compiles with ASTM NI),pQf
E1300-04. FL4091 R7 AE Quanex(Mikron) NOA 12-1017 02 odf
Created by Independent Third Party: Yes
4091.3 iW-8110 Continuous Head & SIII SH-8100 Vinyl Single Hung, Continuous Head & Sill, Non -
Impact.
Limits of Use Instaltation Instructions
Approved for use In HVHZ: No FL4091 R7 II CW -4426 tSH_81 nn 74x63 ContHdSl.
Approved for use outside HVHZ: Yes r cl f
Impact Reslstenta No Verified By: Lucas A. Turner 58201
Design Pressure: N/A Created by Independent Third Party: YesOther: SH-8100 Cont. Hd. & Sill, Max. size 72 7/8" x 61 Evaluation Reports
3/4", DP +67.5/-70 psf. Glass complies with ASTM E1300- FL4091 R7 AE EvalReo CWS-442B ( H-81nn 74x63
04. ContHdSl, NI).odf
Created by Independent Third Party: Yes
4091.4 SH-B100 Continuous Head & Sill SH-8100 Vinyl Single Hung, Cont. Head & Sill, Non -Impact.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4091 R7 II CWS 4928 (SH-8100 74x72. ContHdSl-
Approved for use outside HVHZ: Yes Ni),pd
Impact Resistant: No Verified By: Lucas A. Turner 58201
Design Pressure: N/A Created by Independent Third Party: YesOther: SH-8100 Cont. Hd. & Sill, Max. size 74 1/8' x 72", Evaluation Reports
see chart on installation dwgs, for OP. Glass complies with FL4091 R7 AE EvalReo CWS-4gJR rSH_R1nn aY»
ASTM E1300-04. ContHdSl. NI).odf
Created by Independent Third Party: Yes
4091.5 SH-8100 Oriel 8100 Vinyl Single Hung Oriel w/ HD Meet. Rall
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL4091 R7 II CWS-293 ( H-8100 52x96. nn).p dfApprovedforuseoutsideHVHZ: Yes Verified By: Lucas A. Tumer 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: SH-8100, Max. size 52" x 96", Oriel. Glass complies FL4091 R7 AE Fv52x96, with
ASTM E1300-04. Ni),odf Created
by Independent Third Party: Yes NeKt
http://
www.floridabuilding.org/pr/pr_Opp_d#1.aspx?param=wGEVKQwtDquz931%2b4g5fa... 6/24/2015
Florida Building Code Online Page 3 of 3
The State of Florida is an AJEEO employer. Copyright 007-2013 State of .i:_ :: privacy Statom,.nt :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request. do not sendelectronicmailmthisentity. Instead, contact the office by phone or by traditional mail. If you have any questlon% please contact 850.487.1395. -Pursuant toSection455.275(1), Florida Statuses, of alve October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Deparbnent with an emall address Utheyhaveone. The emans provided may be used for official communication with the licensee. However emall addresses are public record. Ifyou do not wish to supplyapersonaladdress, please provide the Department with an email address which can be made available to the pubic. 7o determine it you are a licensee under Chapter455, F.S., please dick hiss., Product
Approval Accepts: go ®
E.R. creditSArFE
http://
www.floridabuilding.org/pr/Pr app_dtl.aspx?Param--vGEVXQwtDquz931%2b4g5fa... 6/24/2015
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
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 40 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 5`h 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 -lA, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08
4) Supplemental Calculations to support CWS-154E, 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-154E
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-154E
Requires Quanex (Mikron) white rigid PVC extrusions as shown in CWS-154E
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.
t*tt Ytt tiit I2REW i
zftE.TJe No 58201 t
n: :a:
STATE OF: :'u 4/3/2015
P, ;,*` t Lucas A. Turner, P.E.
NA
ll
FL PE #58201
0
I IF
Lucas A. Turner, P.E.
2015-04-03
10:00-04:00
UNIT
SINGLE HUNG - NON -IMPACT
SHOWN w/DIFFERENT OPTIONS) .
54 3/0-
MAXOVERALL
FLANGE WIDTH
53,A,' MAX. UNIT WIDTH
48 15116'
GLASS DLO
A
I 335116" 691/
O
2'
I GLASS MAX
B
DLO OVERALL
B FLANGEHEIGHT
fie }/4•
B MAX
16'
UNIT TC33wwHEIGHT
X I 6 GLASS MAX
IT A I DLO I CAM
8
AB Sry
J
I
EQUAL SPLIT
54 3Ar —
MAXOVERALL
RANGE WIDTH
531/5'
MAX UNIT WIDTH
4815/16'
GLASS DLO
C
X
I+-- 46SM(r --I
GLASS DLD
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 ._.......
INSTALLATION DETAILS.....................B
54 3/8'
MAX OVERALL
FLANGE WIDTH
531Ar
MAX uNrTWrDTH
48 15/16' —
GLASS DLO
C
X
Imo- 46 5/16' --1
GLASS DLO
5 HI SASH ORIEL
GENERAL _NOTES;
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED
TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT
EDITION.
2. GLAZING OPTIONS: (SEE SHEET 2)
3. CONFIGURATIONS:'O/X'.
4. DESIGN PRESSURE RATING (SEE SHEET 2):
NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND
GLASS TABLES ASTM E-130D-04.
POSRTVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE AND GLASS TABLES
ASTM E-1300.04.
5. ANCHORAGE: THE 3315%STRESS INCREASE HAS NOT BEEN USED
IN THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR ANCHOR
DETAILS. W INDLOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD
ANCHOR CALCULATIONS.
6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE
SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT
USED AT FIXED MEETING RAIL AND JAMB.
8. SERIES / MODEL DESIGNATION SH-81 OD.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X - OPERABLE SASH, O - FIXED SASH
10. SECTION CALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL
ELEVATIONS IN A SIMILAR LOCATION.
11. EXTERNAL WEEP SLOT .1/2' x2-1 /2' LOCATED 4' FROM BOTH ENDS.
LucasTurner
2015-04-03
09:55-04:00
CO
QUAL
5 HI OR
E
53-1/8" x 76"
x 68-1/4"
DESIGN PRESSURE RATING IMPACT RATING
SEE COMPARATIVE ANALYSIS
CHART, SHEET 2
NONE
NONE
60/40 ORIEL 53-1/8" x 62-1/16" NONE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WW W .CWS.cC
8100 PVC
SINGLE HUNG
NON -IMPACT
No 58201
w
STATE OF
X.
4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1674
GENERAL NOTES AND
ELEVATIONS
DA
BAT 04/29/08
CWS-154 E
SHEET
1:33.33 1 OF 6
Unit Sash
UeSIgn Pressures (P5F) with Glass Types A, B, C, or D
UnitMdths In.
Helghts(in.) Heights(In.) 23 1/2 1 27 1/2 29 112 31 2 1 35 1/2 39 2 41 2 43 1/2 47 1/2 51 2 53 1/8351/2 17 50/-75 1 +50/-75 50/-75 50/-75 5D -75 50/-75 50/-75 50 -75 50/-75 50/-75 50/-75391/2 19 50/-75 1 +50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75411/2 20 50/-75 1 +50/-75 50/-75 50 -75 50 -75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-73.14322150 -75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50 -75 50 -73.4 50/-70.6471/2 23 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50 -75 50/-68,9 50 -66.2511/2 25 50/-75 50/-75 50/-75 50/-75 50/-75 50 -75 50/-75 50 -75 50/ -72.7 50 -65.2 50/-62.65322650/-75 50/-75 50/-75 50/-75 SD/-75 50 -75 50/-75 50/-75 50 -71 50/-63.6 50 -61551/2 27 SO/-75 50/-75 50/-75 50/-75 50/-75 50/-75 SD -75 50/-75 50 -69.5 50/-62.1 50 -59.5591/2 29 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-75 50/-66.8 50 -59.5 50/-57631/2 31 50/-75 50 -72.9 50/-72 50 -71.6 50 -7L6 50 -7L6 50/-716 1 +50 -7L6 50 -64.6 50/-57.3 1 50 -54.86523250 -73.2 50/-69.1 50 -68 50 -67.4 1 50/-67.3 50 -67.3 50/-67.3 50/-67.3 50 -63.6 50 -56.4 50 -53.9671/2 33 50/ -69.8 50/ -65.6 50 -64.4 50 / -63.7 50 -63.4 50 / -63.4 50/ -63.4 50 -63.4 50 -62.7 5o/ -55,5 50/-53711/2 35 50/ -64 50 -59.7 SO/ -58.3 50 -57.3 50/ -56.5 50 -56.5 50 -56.5 50/ -%S 50/-56.5 50 -53.9 50/-51.5744365/8 50/-59.9 50/-55.6 50/-54.1 50/-53 50/-518 50 -5L7 50/-51.7 50/-5L7 50 -51.7 SD/-51.776371/4 1 SD -58.5 1 50 -54.1 50/-52.6 50/-SL5 50/-50.2 SO/-50 50 -SO 50/-50 50/-SO 50/-50 50/-50
7/8' OVERALL
1/8' ANNEALED
W AIR SPACE
11B" ANNEALED
SIKAPLEX 552 OR
PURFECT GLAZE -W
1/2- GLASS SITE
TYPE A
GLASS TYPE B
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE
7Ai OVERALL
3116' ANNEALED
117 AIRSPACE
2116' ANNEALED
S0(AFLE( 662 OR
PURFECT GLAZE "W
1/2' GLASS SITE
TYPE
71W OVERALL
1/e' TEMPERED
5V AIR SPACE
1B"TEMPERED
B FLCT5-
W
1/2- GLASS SITE
GLASS TYPE D
i/S" OVERALL
1/16" TEMPERED
Ire AIRSPACE
1/16' TEMPERED
SIKAFLEX s52 OR
PURFECT GLAZE "H'
1/2" GLASS SITE
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.OWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
N R ( LL
No 58201
STATE OF
4Z3l201
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-38D-1574
guff-DE-s-dolow-
COMPARATIVE ANALYSIS
AND GLAZING DETAILS
BAT 04/29/08
mm r.
CWS-154 E
SHEET
1:1 20F6
INTERIORwmwwmnmmaomm
1900 SW 44TH AVE.
OCALA, FLORIDA$074
t 1
WWW.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
1 gm mLa1OO O
ww}
Q Q m
3 I 1 1 4
SECTION B-B ZQ
oLLF U yy CDZNOTE: LEFT SIDE SHOWS FIXED SECTION VIEW,
RIGHT SIDE SHOWS SASH SECTION VIEW. 0
1
N C Z
W a wQ
4
g
FoFOC
6 INTERIOR w e U m a 9 e
e MEW
g •P'GA
3i No 58201 g
6TATE OF-
40S4/3/2015yoLUCASA. TURNER, P.E.
FL PE # 68201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION C-C SHEET DESCFWr)ON;
ALTERNATE FIN FRAME
SECTION A -A SECTION VIEWS
NUFWWBT'.—
BAT 04/28/08
CWS 154 E
NOTE: ITEMS NOT SHOWN FOR CLARITY:
20, 23, 26-26, 31, 38, 37, 44, 51-62, 55-56, 64, 67-68
12
SHEET
3OF6
3
x5wx
PVC FRAME FIN
H-8026
Sr18"
1
PVC SCREEN SUPPORT
S-6014
1 15r18'
FE
1116'
PVC SASH BTM. RAIL
H-6028
1 3/18'
I E
1
T-
PVC SASH SIDE RAIL
H-M4
1 1/8•
Ire
1/18'
PVC SCREEN CATCH
S•BD13
3ns'I
1• 9
i
REINF- SASHMTG.RAIL REINF-SSR/SSR
H-1497 S-1498
1/z•
3/18'
1
SCREW SUPPORT
P-3113
Shea 3
d 3 Duraseal
A 3) Dumasel
criz- Allmetal Almon
Bit. Allmetal A
arler Key Asmetal Plastic
x 16 Flbetgiaas ottenm I s
55 Dia., Btk.Dapa Vinyl
Summit Alum
S FI. Screen SS
1n., PVC MR VI
PVC T. Pl6atica Nylon
ron I Vinyl
LINE ITEMS NOT USED:
6-7,11, 21-23. 29. 31, 41-43, 47, 49-50, 57-61 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED.
j+-23J16'
I
e
1/16'
PVC SASH MTG. RAIL
H-6027
t 12•
5
2 1/8'
1/r
FIXED MM. RAIL
H-1836
1
L
1l18•
PVC SASH STOP
S-6029
1/4' r
t
7- 1
1
t
PVC GLAZING BEAD
S•6064
9116,
1 6/16'
1118'
PVC FIXED RAIL COVER
S-6063
FRAME CORNER
CONSTRUCTION
CORNER W ELD
ALL SIDES)
IS
FD(ED MEETING RAIL
SCREWED TOGETHER WITH
OUTERFRAME
it
190D SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
VIWPVC
SINGLE HUNG
NON -IMPACT
S.p7
0 ,6 STATE OF
ON
4/=015
LUCAS A. TURNER, P,E.
FL PE A 58201
1239 JABARA AVE.
NORTH PORT, FL34288
PH. 941-3804574
BOM AND EXTRUSIONS
BAT 1 04/29/08
CWS-154 E
SHEET
1:8 40F6
4: MAX. O.C.
6• MAX (TYP.)
6• MAX (M.)
MAX. O.C. N ° TYP-) 1
4• (TYP) J I
4- (TYp) III X
n
2
INSTALLATION
ANCHORS TYP.
4• MAX (TYP)
4• MAX C".)
8•
MAX O.C.
Typ.)
THRU FRAME ANCHOR
AT FD(ED MEETING RAII
TYP.)
TE 2
INSTALLATION
ANCHORS TYP.
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/16' IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTEDOFHIQHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED.
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFED 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 W TTH PRESSURE TREATED WOOD MUSTBEPROTECTEDTOPREVENTREACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUMSPECIFIEDINTABLE1, SHEET 6.
S. ANCHOR EMBEDMENTTO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHAD- BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE - iX BUCKS AREOPTIONAL
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3' FOR MASONRY, 1• FOR WOOD AND METAL
B. WOOD OR MASONRY OPENINGS, BUCKS AND BLOCK 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. SHEET6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED.
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMA 1O0(FIN WIN)OWS), FMA/AAMA 2GG(FLAN(3E W INDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAAYDMA 3G0(EXTERIOR DOORS)
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8100 PVC
SINGLE HUNG
NON -IMPACT
3F tie 58201 'p
oz
STATE OF Fkl
L Fti OR1Dv• r gyp''•....,..• Q 4t
4/3/2015
LUCAS A. TURNER, P.E.
FL PE # 562G7
1239 JABARA AVE.
NORTH PORT, FL34288
PH.941-380-1574
ANCHOR SCHEDULE At
NOTES
BAT 04/29/08
w. .,
GWS-154 E
zxm1.25 SHEET
6OF6
TYPICAL HEAD ANCHORAGE
MIN. EDGE DIST.
SEE TABLE I
SUBSTRATE BY OTHERS
SEE TABLE 1
MN.EMBEDME
PERIMETER SEALANT SEE TABLE I
BYINSTALLER INSIDE
AND OUT SEALANT
BEHIND FLANGE
BY INSTALLER 1/4• MAX SHOA INSTALLATION
SEE
TABLE I i
14' MAX SHIM SEALANT
BEHIND FLANGE
BY INSTALLER PERIMETER
SEALANT BY
INSTALLER MIN, EMBEDMEN INSIDE
AND OUT SEE TABLE I SUBSTRATE
BYOTHERS SEE
TABLE 1 MIN,
EDGE DIST. 6EE
TABLE 1 MIN.
EMBEDMENT SEE
TABLE I SUBSTRATE BY
OTHERS 1/
4' MAX SHIM SEE TABLE 1 MIN. EDGE DIST. SUBSTRFATE SEE
TABLE 1 SY OTHERS 1900 SW 44TH AVE. 1/
4" MAX SHIM SEE
TABLE 1 OCALA. FLORIDA 34474 W
WW.CWS.CC MIN.
EDGE DIST. SEE
TABLE 1 INSTALLATION
ANCHOR 8100 PVC SEE
TABLE I / SINGLE HUNG MR
EMBEDMENT SEE
TABLE 1 NON -IMPACT PERIMETER
SEALANT BY
INSTALLER INSIDE
AND OUT SEALANT
BEHNb FLANGE
BY INSTALLER HGRIZONTALIS:
ECZTIO N TABLE
1: APPROVED INSTALLATION FASTENERS n8mL=
sum ANCH15111 ME CONCRETE (
2.0 KSI MN.) 3/16• RW TAPOON 1• NGEFLAE1' 2- FLANGE
CONCRETE (2-85 KSI MOM.) VlW ELCO ULTRACQN 1' 1 FLANGE
GROUT FILED CMU (ASTM C-90) Yl ELCO ULTRACON Ille 2-W FLANGE
2XMN. SOUTHERN PINE (G.0.69 18" ffW A OR
ELCO UL'IRACON 1-w 7/8' FLANGE
2XMIN. SOUTHERN PINE (G.0.55) 10 WOOD SCREW 1 3/8' 7/8' FLANGE
16 GAUGE (0.080") MN. STEEL STUD 33
KSI YIELD MIN) 10.
16 HIL.TI KWI -FLEXOR ITW TEKS
SELF -DRILLING SCREW FULL
THREAD THRU
0.080' 7/1T FLANGE
1l8" ALUM, (8D63-TS MN.) OR 1/
8" STEEL (33 KSI MIN.) 410
GRADE 5 SELF-TAPPND / DRLLNG
SCREW FULLTHREAD
THRU
0.125' 7/18' FN
2XMIN. SOUTHERN PINE (G.0.W 010 WOOD SCREW 1-1/2, 1/2 SEE
TABLE 1 SEALANT
BEHIND FIN
BY INSTALLER HORIZONTALSECTKN4
B
TYPICAL FIN ANCHORAGE HEAD
AND SILL SIMILAR FOR FIN INSTALLATION t
1 Z F
LL O 52
tad
p v :
No 58401 : A v:
9\
STATH OF •W' DA
4'OC 0" zz
4/
3/2015 LUCAS
A. TURNER, P.E. FL
PE # 58201 PERIMETER
SEALANT INSTALLER
1239.1ABARA AVE. IN
INSIDEAND OUT NORTH PORT, FL 34288 HORIZONTAL
SECTION PH. 941 380.1574 e
BOX FRAME INSTALLATION SHEET SItdILA9
FOR SILL AND JAMB8 FOR BOX INSTALLATION INSTALLATION
DETAILS FLANGE
REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UP
TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: MIN.
1/4- FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED BAT
e
r 04/
291013 INSIDE
AND OUT, FULL PERIMETER, BY INSTALLER PRODUCTANCHORAGE
IS IN ACCORDANCE WITH REQUIREMENTS AS CWS 154 E SHOWN
FOR FLANGE WINDOWS. SHEET 12
6OF6
Florida Building Code Online Page 1 of 2
Flora Departr.enta MS Huse I Lop In ; ther RMI-Maition j Hot Topl a Subrnit Sucharge Statb & Faris )
Busines .1"
QOUSER: 'PuWkllsffProfessilnal
Regulation
Product Aonrovel Menu > Hoduct or nolkathn arch A2Q atlon Lim > Applitatfon Detaa
FL # L9520-R5
Application Type Revision
Code Version 2014
Application Status pproved
Comments
Archived
PUI,Ec4l3d,0 I fMC" I 8=61taMap I LM13 I t5i ith !
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/Emall 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext291
ekoss@cws.cc
Quality Assurance Representative Jay Lathrop
Address/Phone/Emall 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
Wl 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)
Equlvalence of Product Standards
Certified By
Lucas A. Turner
PE-58201
Keystone Certifications, Inc.
04/10/2016
Steven M. Urlch, PE
F6 Validation Checklist - Hardcopy Received
Standard
AAMA 450-06
ASTM E1886-05
ASTM E1996-09
PA TAS 201/2021203
Year
2006
2005
2009
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIHvmuJRWcZ... 6/25/2015
WON h
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
04/28/2015
04/29/2015
05/06/2015
06/23/2015
PL # Model, Number 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 for use In HVHZ: Yes R-9520 R5 I1 CWS-836A (3 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 582D1
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-836A (3 in Mull. IMP).Ddf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
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 R5 II CWS-837A (4 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-837A (4 in Mull. IMP).pdf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
9520.3 5 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 R5 Il CWS-838A (5.5 in Mull. IMP).Ddf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure[ N/A Evaluation Reports
Other: Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-838A (5.5 In Mull, IMP).Ddf
and Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes
Conditions of Use.
amdt Nett
Contact Us:: 1940 North Monroe Street. Tallahassee FL 32399 Phone: aEh487-1824
The State of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: PrIvaLy Statement :: Accessibility Steneine :: Refund Statement
under nolda law, emaa addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send
electronic mail to this entity. Instead, rsrct the office by phone or by traditional mall. If you have any questions, please contact 850.487.1995. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees resnsed under Chapter455, F.S. must provide the Department with an emal address If they
have one. The emals provided may be used for oftklal communication with the tcensee. However anal 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 avarabie to the public. To determine if you are a licensee under chapter
455, F.S., please click IIC6' Product
Approval Aooeptsi DE
sacurimmi
imv% http://
www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvIHvmuJRW cZ... 6/25/2015 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 R5 II CWS-837A (4 in Mull. IMP).Ddf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure: N/A Evaluation Reports Other:
Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-837A (4 in Mull. IMP).pdf and
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions
of Use. 9520.
3 5 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 R5 Il CWS-838A (5.5 in Mull. IMP).Ddf Approved
for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact
Resistant: Yes Created by Independent Third Party: Yes Design
Pressure[ N/A Evaluation Reports Other:
Large Missile Impact; See Installation Instructions FL9520 R5 AE EvalRep CWS-838A (5.5 In Mull, IMP).Ddf and
Evaluation Report for complete list of Limitations and Created by Independent Third Party: Yes Conditions
of Use. amdt
Nett Contact
Us:: 1940 North Monroe Street. Tallahassee FL 32399 Phone: aEh487-1824 The
State of Florida Is an AA/EEO employer. copyright 2007-2013 State of Florida.:: PrIvaLy Statement :: Accessibility Steneine :: Refund Statement under
nolda law, emaa addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic
mail to this entity. Instead, rsrct the office by phone or by traditional mall. If you have any questions, please contact 850.487.1995. *Pursuant to Section 455.
275(1), Florida Statutes, effective October 1, 2012, licensees resnsed under Chapter455, F.S. must provide the Department with an emal address If they have
one. The emals provided may be used for oftklal communication with the tcensee. However anal 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 avarabie to the public. To determine if you are a licensee under chapter 455,
F.S., please click IIC6' Product Approval
Aooeptsi DE sacurimmi
imv%
http://www.
floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvIHvmuJRW cZ... 6/25/2015
URNER
ENGINEERING &
CONSULTING. INC.
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 h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 (4). This product complies with the
requirements of the 5"' 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, -1A, -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
1996-04/06/09, 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 fmancial interest in any other entity involved in the testing or approval process of this
product.
P 10RE4y' lGEfVs'•G's
No 58201 f-
4/27/2015
srA7 of : ;*
Lucas A. Turner, P.E.
S9-% O. FL PE #58201
0 /Or4 ' ' Lucas A. Turner
2015-04-27 21:00-04:00
W/DIFFERENT
EXAMPLE HORIZ/.VERT. MULLION
FOR SECTION VIEW ONLY
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS-..._..._...1
DP CHARTS.___ ........................ ..... ........... 2-3
BOM & EXTRUSIONS ..... _... __.................... A
EXTRUSIONS...._ ....................... _................ 5
SECTION VIEWS .............. _......................... 6.7
CONFIGURATIONS & ANCHOR NOTES
INSTALLATION DETAILS ..........................9-10
CLIP
ANCHOR
C4W
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE (FBC). CURRENT EDITION INCLUDING THE HIGH WINDC"SYSTEM
VELOCITY HURRICANE ZONE PWKZ) AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL 1900 SW 44TH AVE.
D IMPACT USE AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA. FLORIDA 34474
W W W.CWS.CC
2. CONFIGURATIONS (SEE SHEETS 2.3): VERTICAL OR HORIZONTAL
3_ SEE MULLION CHARTS FOR MAX DESIGN PRESSURES AND LENGTH. 3^ PVCREFERTOSHEETS2-3)
MULL BAR
4. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE IMPACTDESIGNOFTHISPRODUCT. SEE SHEETS 9-10 FOR ANCHOR DETAILS. WI NDLOAD
DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
5. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. a
S. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER
DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNITS.
y
7. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT u
APPLY ONLY TO THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE
APPROVAL
B. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY
APPLICABLE LOCAL LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY
REQUIREMENTS RESTS SOLEYWITH THE ARCHITECT, ENGINEER OF RECORD,
BUILDING OWNER OR CONTRACTOR. a
9. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS
C
a
DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY
CUSTOM WINDOW SYSTEMS, INC. AND MUST BE MADE OUT OF VINYL PVC OR
EXTRUDED ALUMINUM.
q
10. VERTICAL MULLED UNITS MAY BE MUTED INDEFINITELY AS LONG AS THE SINGLE
UNIT WIDTH AND HEIQHTARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS
SHOWN HER N. gfiSWOREw 1,G
11. HORIZONTAL MULLION SHALL EXTEND THE ENTIRE WIDTH OF THE MULLED UNIT j
VERTICAL MULLION IS USED TO MILL SIDE BY SIDE UNITS TOGETHER. z' No 58401
0
ri
EXAMPLE VERTICAL MULLION FOR
PVC WINDOWS FOR SECTION VIEWS ONLY
Lucas A. Tumer
2015-04-27
21:00-04:00
LUCAS A. TURNER, P.E.
FL PE # 58=1
1239.IABARA AVE.
NORTH PORT, FL 34288
PH.941-380-1574
NIO
z
GENERAL NOTES AND
ELEVATIONS
AWNft bxw..—
ADE 09/27/12
CW S-836 A
ALE SHEET
125 1 OF10
or
Ka,F
e 42 314 W.0E183O. 8D.0 80.0 80.0 8D.0 60.0 80.0
48 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0
g
63118 80.0 80.0 80.0 80.0 80.0 80.0 80.0
80.0 80.0 80.0 80.0 80.0 80.0
63 8D.080.0 80.0 80.0 80.0 80.0 80.0
65.0 65.0 65.0 65.0 65.0 65.0
65. 65.0 65.0 65.0 65.0 65.0 65.0
72 65.0 1 65.0 65.0 1 65.0 65.0 65.0 65.0 64.9
DP CHART IS FOR:
NON -INTERSECTED IMPACT 3" MULLION 1758, HORIZONTAL OR VERTICAL, USING (PER END):
1522 CUPS
4) #10 SCREWS INTO WOOD or METAL
4) 3116' ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) IW ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK
ULTRACONS,
pact PVC 3" Mullion H-1758, with 1776 clps wfth six (6) #tD Screws Into WOOD or METAL or 3r16" rTW Tapcons or ELCOULTRACONS Into SOLID CO C ETE ar WOOD
per each end of mullion. HOLLOW or GROUT-FII I BLOCK r"uiro 1/4' ELCO ULTRACONS. OPEMgp
SIZE (In.) 63
69 76318 81 87 93 1 99 1 1073/8 1 114 1 19p I 1gn I ia- I iaa I,we ero c
42 314 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 48
314 80.0 00.0 80.0 90.0 80.0 80.0 00.0 80.0 631/
8 80.0 80.0 80.0 BD.0 80.0 80.0 80.0 80.0 57
SD.0 60.0 80.0 80.0 80.0 80.0 00.0 80.0 63
80.0 00.0 8D.0 8D.0 8D.0 8D.0 8D.0 80.0 j
66 65.0 65.0 65.0 B5.0 65.0 65.0 85.0 65.0 Z
68 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 72
65.0 65.0 1 65.0 1 65.0 65.0 65.0 85.0 64.9 DP
CHART IS FOR: NON -
INTERSECTED IMPACT 3" MULLON 1758, HORIZONTAL OR VERTICAL, USING (PER END): 1776
CLIPS 6) #
10 SCREWS INTO WOOD or METAL 6)
3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD 6)
1/4' ELCO ULTRACONS INTO HOLLOW or GROUT FILLED BLOCK OPENING
TRIPLE
VERTICAL
MULLION z
3
I
LI
II I
OPENING SIZE F - TRANSOM
OVER TRIPLE VERTICAL
MULLION NOTES:
1.
THE MULLBAR IN FOCUS FOR ANY GNEN CONFIGURATION IS
SHOWN IN BOLD, 2. AN
INTERSECTED MULL BAR HAS OTHER MULL BAR(S)
ATTACHED TO IT (SHOWN IN DASHES) THROUGH THE
USE OF MULL BAR CLIPS. AN INTERSECTED MULL
BAR WILL ALWAYS BE ATTACHED TO
THE SUBSTRATE AT BOTH ENDS. 3. NON -
INTERSECTED MULL BARS CAN BE ATTACHED TO THE
SUBSTRATE AND OTHER MULL BARS. TWIN TRIPLE
TwDMPLE HOROMMALANU.IDNHOREMWALMLumHORIZONTALIAKLIONdOPENING
rn SIZEL
z
ki
0
muLL LENGTH -
4 7 -MULLLENGTH -Z1 MULL LENGTH 4. WINDO"MnM IWDSW
44TH AVE.
OCALA, FLORIDA3"74
W W W.
CWS.CC 3" PVC MULL
BAR IMPACT
No 58401
STATE
OR LUCASA
TURNER,P.
E FL PEN 50201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH. 941-380-
1574 SHEET DEaCAIPTION: DP
CHARTS NON -
INTERSECTED ADE
09/27/
12 CWS-836 p
SHEET 1:1
2
OF 10
Pressure Chart (PSF) for INTERSECTED bpact PVC 3' Ilion H-1758, with 1522 dips using tour (4) B10 Screws Into V40OD or METAL or 16' apcona Into SOLID CONCRETE or WOOD, or 17
with six (6) I10 Screws Into WOOD or METAL or 311 6"ITW Tapcons Into SOLID CONCRETE or WOOD per each end of mullion. HOLLOW arGROUT-FILLED BLOCK rowire 1 /4" ELCO ULTRACONS.
37 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0
I"
1 50.0
ioo
50.0
I 1w V*
50.0
1900 SW 44TH AVE.
OCALA, FLORIDAS447424231450.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 5D.0 50.0 50.0 50.0 50.0 50,0 50.0 WWW.CWS.CC
48 314 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 60.0 50.0 50.0 50.0 50.0 60.0 50.0 60.0
531/8 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.6 50.0 60.0 50.0 60.0 50.0 60.0 50.0 50.0 50.0 50.0 PVC5750.0 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
3"
W7 MULL BAR6350.0 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 49.4 47.3
IMPACT6650.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 50.0 49.8 47.6 a e t -
72 50.0 50.0 50.0 Sa.O 50.0 50.0 56.0 50.0 50.0 50.0 5o.a 46.4. 44.n r _ •<
a
DP CHART IS FOR:
INTERSECTED IMPACT 3" MULLION 1758. HORIZONTAL OR VERTICAL, US)NG EITHER (PER END):
1522 CUPS
p
Y
m4) 410 SCREWS INTO WOOD or METAL
4) 3/16" ITW TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD
4) 1/4- ELCO ULTRACONS INTO HOLLOW of GROUT -FILLED BLOCK
1767 CUPS
a
6) #10 SCREWS INTO WOOD or METAL
6) 3/16" n1N TAPCONS or ELCO ULTRACONS INTO SOLID CONCRETE or WOOD a F
6) 1/4' ELCO ULTRACONS INTO HOLLOW or GROUT -FILLED BLOCK o
o
nywRr`LE HORIZONTALMULLK84
VERTICALMULLION T-
ISINGLEI
w
TWIN
OR I
ITRIPLEI
UNITS
I II (
BELOW(
OPENM SIZE -+1 Fes- MULL LENGTH ---
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION ISS14OWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO IT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CUPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT aOTH ENDS.
3. NON -INTERSECTED MULL BARS CAN BE ATTACHED
TOTHE SUBSTRATE AND OTHER MULL BARS,
LUCAS A. TURNER. P.E.
FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
DP CHART
INTERSECTED MULLS
N N .
ADE 09/27/12
Vol: .
CWS-836 A
SHEET
1:1 3 OF 10
PART 0 DESCRIPTION
LINE ITEMS NOT USED:
5.6, 12
FRAMETYPE
FLANGE
FIN
BOX
OPENINQ
NEW
RETRO
RETRO RETRO
NEW
RETRO
r MULLBAR CLIP
162Z-X
F-1522-013
F-1522 006
F-1522.013
F-1522-013
NOTRECOMMENDED
F-1522-008
U' MLILLEAR CUP
F17B7-"m
F 1767-001
F 1767-001
F-1767-004(LAR)
F-1767.004(LAR)
F-1767-M
F-1767.OM
WINK SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW'CWS'cC.
H-1758 1 3/8" x T MULLION TUBE
410 OR #12 HEX WASHER HEAD TEK SCREW •Soo note
10 x 1 1/2', PANHEAD PHILIPS 2INC
10 FIAT WAS
5-1897 MULLION CUP
SEALANT
SAM DRIP CAP
T, PVC.
MULL BAR
IMPACT
S-1898 FLANGE ADAPTER
018 MULLION INTERIOR ER
P-3488 MULL BAR CAP
15M-013 3- SLOTTED NEW CONTRUCTION FIN MULL CUP:9
USE WOOD SCREW SRP (e10 OR 312), SPECIFIED IN WINDOW UNITAPPROVAL DOCU4ENi
13/4"--"j
1
11/18' Edi~ I-17/16'17/IG+{
7/18" I I 1/Y I I
11
1 1 1 9 7!1 G
1118-
MULLION INTERIOR
1l18"
DRIP CAP 8.1895 113V16
1..
f11b/141 113/16" y8•
COVER S•6018 FLANGE ADAPTER S-1896 I 11 3/16" I Q
1 3/8"
13i18• I II
I
TOP VIEWLo213/16"1/8-
O
13116,
1Ai3"MULLBAR H•1758 .ILL
MULLION Cup 8-1897
1JI
A /
SCORE, BEND AND BREAK
TO REMOVE FIN FOR FRAME
ATTACHEMENT TO MULL BAR
DETAIL A
TYP. FIN FRAME 3:1
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-To UNLESS OTHERWISE NOTED.
0 114
1
2
1L
4"
1/8"
4 71W
F 1522- 013
NEW CONSTRUCTION / FIN INSTALLATION
1
2,Mr
L 1f8I'
F-1522.008
RETRO / FLANGE CUP
LUCAS A. TURNER, P.E.
FL P E 4 58201
1239 JABARA AV E.
NORTH PORT, FL 34288
PH. 941-380-1 S74
BOM AND EXTRUSIONS
ADE 1 09/27/12
CWS-836 A
SHEET
1:2 4 OF 10
FRAME TYPE OPEPBNR "T" MULL9AR CLIP L" NU ) CLIP
1522-XXX 1787-X67-XXX) mm-mmmmFLANGE
IOW F-1522-013 F-1767-001 WE
RETRO F-1522-OOS F-1767-001 19M SW 44TH AVE,
F-1522-013
FIN F-1767.004(L$R) OCALA, FLORIDA 34474
RETRO RETRO F-1522-013 F-1767.0040H)
VMW.OWS.CC
BOX
NEW NOTRECOMMENDED F-1787-001
REMO F4522-OD6 F-1767-M T, Pvc
MULL BAR
IMPACT
1
e
a
o
Y
Ili m
2 3/4' 2 114• tDZ
Q
16I6" 123(4") 27/16' g 0 cr
o a
5c5c
Inc THRu trvPl 1/a" THRU (1YP)
11T g
OUT6IDE
1/4 (IYP) VIG' (TYP) 3`
ttttgtnufffyf
GEN 1ti4 OY aw
CD JGPr•
v : NO 511201 L
1 123/49 15t0'
901 STATE OF 1,4U
hifhkAiti filt/8°
12• if2'
I 67fB" 4272015
LUCAS A. TURNER, P.E.
FL PE # 58201
23l4' 2 3/4• •L" ANGLE 3" STANDARD MULL CLIP - F-1767-001
1239 JABARA AVE.
L- ANGLE 3" MULLCUP, FAY (LEFT) F-1767.004L 'L" ANGLE 3• MULL CUP, FIN (RMT) N1767-004R
I
NORTH PORT, FL34288
PH. 941-380-1574
OU761DE 6HEET DEBCRIPTIDH:
EXTRUSIONS
UPAWN BY.
ADE
DATE:
0927/12
vivo$: mv.:
GWS-836 A
SHEET
12 5 OF 10
1 HORIZONTAL MULL BAR SECTION
U FLANGE FRAME WINDOW
SEAL BEHIND FLANGE--v 1® (SEE DETAIL B)
PRIOR TO ATTACHING
TO MULLION
1VERTICAL_MULL BAR SECTION
JFLANGE FRAME WINDOW
SEAL BEHIND FLANGE
PRIOR TO ATTACHING
TOMULLION FIN
MUST BE REMOVED WHERE
WINDOWS CONNECT
TO MULL ai
HORIZONTAL MULL BAR SECTION 6
F1N FRAME WINDOW RN
MUST BE REMOVED WHERE
WINDOWS CONNECT
TO MULL APPLY
SEALANT ALONG R. LENGTH
OF WINDOW FRAM GROOVE
PRIOR TO ATTACHII GO%
A
VERTICALIHOR ZONTAL MULL BAR SECTION e
BOX FRAME WINDOW APPLY
SEALANT LENGTHNGRILL GROOVEPRIOR
4n
r-- ADAPTOR
I
EIS r1 1 0 1
1
DWAILA SEAL
BEHIND RANGE—v (SEE
DETAIL B) PRIORTOATTACHINGTO
MULLION ZVERTICAL
MULL BAR SECTION 6QFIN
FRAME WINDOW I
I
APPLY SEALANT ALONG FULL I
LENGTH OF MLILLBAR GROOVE PRIOR
TO ATTACHING FLANGE ADAPTOR
I
N I 1
d
L DETAIL
B wltvoc
NrsrsrEMI LL 1900
SW 44TH AVE. OCALA,
FLORIDA 34474 WWW.
CWS.CC 3"
PVC MULL
BAR IMPACT
4/
27/2015 LUCASA.
TURNER, P.E. FL
PE #i 58201 1239
JABARA AVE NORTH
PORT, FL 34288 PH.
941-380.1574 EET :
SECTION
VIEWS MULLS
AWN
BY. A E: ADE
D9/27/12 Q
4. .. CWS-
B38 A SHEET
1 :
2 6 OF 10
TOP VIEW
FIN FRAME
5' MULLBAR (Ft 176M
SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
4' MULLBAR (H•1759)
SEE SEPARATE APPROVAL FOR
PROPRIATE DP CHARTS)
SEE NOTE 1 7 1III MAX EDGE DISTANCE
SEE NOTE 1 7 11116- MAX EDGE DISTANCE t
t
1
1 1 SEE NOTES 1 A 2
19 SEE NOTES 1 S 2
SEE NOTE 4 (1 EAJCLIP)
SEE NOTE 4 (
1 FA/CLIP)
5';EM TO 3- VERT. NIULLBAR SECTION C 4' HORIL TO 3' VERT. MU LBAR SECTION
7 E FRAM 7
SEE NOTE 1
SECTION VIEW A -A
11118_ MAX EpGE DISTANCE
190D SW 44TH AVE.
OCALA. FLORIDA 34474
W W W.CWS.CC
3" PVC
MULL BAR
IMPACT
v l 11 I I I U 19 SEE NOTES 1 8 21EAJCLW) zr SEE NOTE 4
4/27/2015
LUCAS A. TURNER, P.E. c 3• NORM TO 3' VERT. MULLBAR SECTION
7
FL PE # 58201
1239 JABARA AVE
NOjgS: NORTH PORT, FL 34288
PH. 941-380.1574
1. SLIDE CUP INTO LOCATION AND SECURE WITH 1T19dS 19 (OTY 1) AND 20 (OTY 1). AS
SHOWN ABOVE.
2. PREDRILLED HOLES(MW W CLIP 1897). BY THE INSTALLER,
MAYBE LOCATED AS NEEDED WHILE MA1NTMNING A MINMUM CUP EDGE DISTANCE
SECTION VIEWS
MULL INTERSECTIONS
OF OW AND A MINIMUM CENTER TO CENTER SPACING OF I tr.
3. THE ABOVE SECTIONS APPLY TO ALL MULLBAR TO•MULLBAR CONNECTIONS, AOE 09/27/12
REGARDLESS OF ORIENTATION (I.e., HORIZONTAL OR VERTICAL). THE FULL LENGTH v.
CWS-838
v..
A
MULL MUST BE THE SAME DEPTH, OR GREATER, THAN THE INTERSECTING MULL
4. INTERIOR MULL ANCHOR ATTACHMENT SCREW THRU VERTICAL MULL INTO MULL Z5 LF- SHEETSHEETCLIP. PRE -DRILL PILOT HOLE THRU ALL MATERIAL 1,2 7
f
Ed
O
TWIN
VERTICAL MULLION
c7
TRIPLE TRANSOM OVER TWIN
VERTICALMULLION VERTICALMULLION
OPENING SIZE--- —. OPENINGSIZE F F---
TWIN TRIPLE TMNRRIPLE
HORIZONTAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION
y
m
MULL LENGTH —.4 f --MULL LENGTH
OPENING SOE--
TRANSOM OVER TRIPLE
VERTICAL MULLION
oPSNwn cvc
NOTES:
1. THE MULL BAR IN FOCUS FOR ANY GIVEN
CONFIGURATION IS SHOWN IN BOLD.
2. AN INTERSECTED MULL BAR HAS OTHER MULL
BAR(S) ATTACHED TO TT (SHOWN IN DASHES)
THROUGH THE USE OF MULL BAR CUPS. AN
INTERSECTED MULL BAR WILL ALWAYS BE
ATTACHED TO THE SUBSTRATE AT BOTH ENDS,
3. NON44TEMECTED MULL BARS CAN BE ATTACHED
TO THE SUBSTRATE AND OTHER MULL BARS.
TWIN/TRIPLE HORIZONTAL MULLION
VERTICAL MULLION
T w
m
I51
Z I TWIN
I ]
I I
LBELOW OPNINGSZ"
MULLLENG TH— NOTES:
1.
AT MULLION LOCATION, ATTACH WINDOW UNITS) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE (#10 OR #12) AS THE WOODSCREWINDICATEDINTHEWINDOWAPPR(VAL. TEK SCREWS SHALL BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR. 2.
MULL CUP INSTALLATION ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS. SEE TABLE 1. SHEET 9. 3.
ALL MULL CLIP INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOODMUSTBEPROTECTEDTOPREVENTREACTION_ 4.
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, SHEET 9. 5.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE -1X BUCKS AREOPTIONALS.
A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED AS INDICATED BY THE PRE -DRILLED HOLES AS SHOWN IN THE CLIP LAYOUTS ON SHEETS 4.5. 7.
WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BYTHE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SUBSTRATESSHALLMEETTHEMINIMUMSTRENGTHREQUIREMENTSASSHOWNINTABLET, SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. S.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMA/AAMAIOO(FINWINDOWS),FMA/AAMA2D0(FLANGEWINDOWS), FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA30o(EXTERIORDOORS) 1900
SW 44TH AVE. OCALA.
FLORIDA 34474 W
WW.CWS.CC T,
PVC MULL
BAR IMPACT
LUCAS
A. TURNER, P.E. FL
PE $ 582DT 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 CONFIGURATIONS
AND ANCHORAGE
NOTES ADE
I OB/27/12 DWG
9: CWS-
636 A SHEET
1:
1 8 OF 10 t
BAR CUP L' ANGLE MULL BAR CLIP
TWO REOfl PER EACH END OFMU.L
MULL BAR
wn3ow "mTea
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W WW.CWS.CC
3" PVC
MULL BAR
IMPACT
ANCHOR
t -: j—
w,7r!—
ANCHORSEETABLE
1SEALANTALONGSEETINSTABLEALLATION
ADOMUCTURALELEMENTS
AS REO'D TO MAKE LEVEL FOR SEALANT ALONG I ADD STRUCTURALELELTNTS
OUTSIDE EXPOSED
MULL BAR OUTSIDE EXP09ED AS READ TO MAKE LEVEL FDR
EDGE BY IN3TALLER EDGE BY INSTALLER MULL BARPERIMETERINSTALLATIONSEALANTPERIMETER8EALANT
BY INSTALLER
INSIDE AND OUT Mt:7J78EE BY INSTALLER
INSIDE AND OUT MR EMBEDMENT cTAABBLESEETABLE1
AEIBYOTHERB SUBSTRATE BY OTHERSSEEBTSEETABLE1
QMIN. EDGE DIST. MRJ. EDGE DIST.
SEE TABLE 1 SEE TABLE 1
VERTICAL E VERTICALSECTION
0 TYPICAL FLANGE (RETRO FIT) ANCHORAGE B TYPICAL F('LRANGE ' ANGLE) ANCHORAGE pna gptiOREIyHEADANDJAMBSSIMILARFORFLANGEINSTALLATIONHEADANDJAMBSSMIILARFORFLANGEINSTALLATIONTGi
TABLE 1: APPROVED MULL CUP INSTALLATION FASTENERS
UBSTRATETYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE MST.
CONCRETE (20 KSI MIN.) 3/16' RW TAPCON 1• 31
CONCRETE (ZSS KSI MIN.) 3/16' ELOO ULTRAOON 1-3W 1'
HOLLOW or GROUT -FILLED CMU (ASTM C-90) 1/4" ELCO ULTRACON 1-1/4' 2.1/2'
2XMIN. SOUTHERN PINE (G 0.55) 3116" RW TAPCON
OR ELOO LILTRACON
1 g• 7/8"
2XMIN. SOUTHERN PINE (G-0.55) 810 WOOD SCREW 1-16' 7/6'
16GALIGE(0.060')MIN.STEEL STUD
33 KSIYIELD MM
10-16HTLTIKWK-FLEX ORITW
TEKS SELF-DRI UN(3 SCREW
FULL THREAD
THRU 0.060' 7n6'
1/8" ALUM. P63-TS MR) OR
1/8" STEEL (33 KSI MIN.)
10 GRADE 5 SELF TAPPNG /
DRILLNG SCREW
FULL THREAD
THRU 0.125' 7/1B
z z
4/27/2015
NOTES:
LUCAS A. TURNER, P.E.
I. BOX FRAME MULL INSTALLATION SIMILAR TO FLANGE FRAME, FL PE N 58201
1239 JABARA AVE.
2. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS NORTH PORT, FL 34288
AFTER INSTALLATION. PH. 941-380-1574
3. RECESS RETRO MULLION CUP 3B" MAX. FOR CLEARANCE OF WINDOW
SHEET o
UNITAS NEEDED. INSTALLATION DETAILS
FLANGE
4. FOUR (4) ANCHORS REQUIRED PER T MULLCLIP, SEE SHEETS 23.
DRAWN UY. DA-[F-' THREE (3) ANCHORS REQUIRED PER -L' MULL CLIP, SEE SHEETS 2.3.
ADE 09/27/12
5 SEAT MULLION TIGHT TO MULL CUP.
DWG#: NEV.--
6. FOR ANCHORAGE DETAILS FOR THE WINDOW. REFER TO THE WINDOW CWS-836 A
SPECIFIC INSTALLATION DETAILS.
SHEET
1:2 9 OF 10
RETRO FIT
MULL BAR CUP
i
MULL BAR
TINSTALLATION
ANCHOR
SEE TABLE 1, BHT 9
BEALANTALONGE
OUTSIDE EXPOSED
ed4EDGEBYINSTALLER
EXTERIOR FINISH o• MIN. EMBEDMENT
BY OTHERS L$i = - = SEETASLEI.SHT9
PERIMETER SEALANT
BY INSTALL6I
INSIDE AND OUT
SUBSTRATE BY OTHERS
SEE TABLE 1, BHT 9
MIN. EDGE DIST.
1 VERTICAL SECTION SEE TABLE 1, BHT 9
10 TYPICAL FIN (RETRO FIT) ANCHORAGE
HEAD AND JAMBS SIMILAR FOR FIN INSTALLATION
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
3" PVC
MULL BAR
IMPACT
V ANGLE CUP
TWO REO'D PER EACH END OF MULL
f(1 MULL BAR Y
INSTALLATION ANCHOR
SEE TABLE 1, SHT B aa
SEALANTALONGE
OUTSIDE EXPOSED 4; EDGE BY INSTALLER e••
w
EXTERIOR FINISH MIN. EMBEDMENT aBYOTHERS44SEETABLE1, BHT 9
PERIMETER SEALANT SQ
BY INSTALLER ° ti
INSIDE AND OUT d
SUBSTRATE BY OTHERS
ttttttlJgJJtSEETABLE1, BHT 9
MIN. EDGE DIST. Pp°r.•"oEiv rGF' rG-1 VERTICAL SECTION SEE TABLE 1, BHT p f•
20J TYPICAL FIN (•L' ANGLE) ANCHORAGE Ji : No 582D1 '
HEAD AND JAMBS SIMILAR FOR RN INSTALLATION
NOTES:
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE OF MULLED WINDOWS
AFTER INSTALLATION.
P- RECESS RETRO MULLION CLIP 3/8' MAX FOR CLEARANCE OF WINDOW
UNITAS NEEDED.
3. FOUR (4) ANCHORS REQUIRED PER MULL CUP, SEE SHEETS 2-3.
THREE (3) ANCHORS REQUIRED PER -V MULL CLIP, SEE SHEETS 2-3.
4. SEAT MULLION TIGHT TO MULL CUP.
S. FOR'ANCHORAGE DETAILS FOR THE WINDOW, REFER TO THE WINDOW
SPECIFIC INSTALLATION DETAILS.
4127/2015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 JASARA AVE
NORTH PORT, FL 34288
PH. 841 380-1574
Pffer .
INSTALLATION DETAILS
FIN
ADE 09/E7/12
V.:
CWS-836 A
SHEET
1:2 10OF10
1
Florida Building Code Online Page 1 of 2
I - TAMMG
Fbfida Dzpartlrlerltq aclS Home I Lop In 1 User Registration i Hot Topla
Businesf]{j
j(?
4=1k;
Product ApprovalProfessiVC1IPublicUser
Regulation
4110 E
y vF 1.
Subntt Surcharge I stats @ Facts I PUNrAtiom I MC S1311? I eta SM Map I Link I Sorch j
Product Anaoval Menu > Prod uY a AnolltaUon ti > Amfflotbn List > Application D®tall
r3 FL # FL11103-R2
Application Type
Code Version
Application Status UApproved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Emall 1900 SW 44th Avenue
Ocala, FL 34474
352) 368-6922
ekoss0cws.cc
Authorized Signature Koss Erin
ekoss0cws.cc
Technical Representative Erin Koss
Address/Phone/Emall 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext 291
ekoss@cws.cc
Quality Assurance Representative ay Lathrop
Address/Phone/Emall 1900 SW 44th Ave.
Ocala, FL 34474
352) 368-6922 Ext291
jlathropocws.cc
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or'M Licensed
Florida Professional Engineer
66 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
244, 1 1r . L . •cr ..
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-05
ASTM E1300-04
ASTM E1886-02
ASTM E1996-02
TAS 201/202/203
Year
2005
2004
2002
2002
1994
http://www.floridabuilding.org/car/pr app_dt].aspx?param=wGEVXQwtDgttaGsIp3GvutO... 6/24/2015
Florida Building Code Online
w
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
FL # Model, Number or Name Description
11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Installation Ird*uctlons
Approved for use In HVHZ: Yes FL11103 R2 I1 CWS-298B (SGD-8900, IMP),odf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile, DP - +/- 60 psf, Max. panel size 4' x Fj,11103 R2 AE DuPont SGP NOA 11-0624 02.odf
FL11103 R2 AE EvalReD CWS-298B (SGD-8900. IMP).vdf8'. ConfIg. Include OXXO, OXO, OX, XO. Glass compiles to
ASTM E3300-04, FL11103 R2 AE Ouanex (Mikron) NOA 12-1017 02,odf
Created by Independent Third Party: Yes
back Nee
Contact Us :: 1910 North Monroe Street. Tallehascee FL 32399 Phone: B50.487-1824
The state of Florida Is an AMEED employer. Coovrtoht 2007-2013 Slate of Florida.:: Privacy Stateme :: A=sfbftty Statprrignt :: gj6,lpd
Under Florida kw, email addresses are putdk records. it you do not want your e-mail address released In response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by tradMoml mail. If you have any, questions, please contact 850.4117.1395. *Pursuant to
Section 455.275(i), Florida statutes, effective October 1, 2012, kensees licensed under chapter 455, F.S. must provide the Department with an email address B
they have one. The emells provided may be used for ofnclad communication with the licensee. However email addresses are pubes record. If you do not wish to
supply a personal address, please provide the Department with an email address which an be made available to the public To determine If you are a Ikensee under
CTapter455, F.S., please didchaL.
Product Approval Accepts
secvritvslt rrttm-
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttaGslp3GvutO... 6/24/2015
URNER
ENGINEERING &
CONSULTING, INC.
1239 Jabara Ave.
North Port, FL 34288
Ph. 941-380-1574
FBPE C.O.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'h 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 5t` 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-298B, signed and sealed by Lucas A. Turner, P.E.
3) Test Reports NCTL-210-3506-1 and -1A, 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
I Ol/I.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 installed according 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
May be used in the High Velocity Hurricane Zone
Requires Dupont SentryGlas (SGP) Interlayer per Miami -Dade NOA #11-0624.021
Requires Quanex (Mikron) white rigid PVC extrusions per NOA 012-1017.02t
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'r
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.
DREIV A* r .,
No 58201LQ ;.
4/18/2015
s ¢:
06.. STATE 0,
Lucas A. Turner, P.E.
4,
IFS •.0 o Ft 9.•O,
FL PE #58201
Lucas A. Turner
T-
MAX
SITIGHT
MAX B
PANEL
HEIGHT
487/8•
IV] I/H
MAX UNIT WIDTH
MAX
PANEL WIDTH A
41314' GLASS
DLO
XO9s3ff0
GLASSLLilo I
145 13116"
MAX UNIT WIDTH
48 7/8-
MAX
PANEL WIDTH
41
E CLASS
g• DLO
JNrr
EIGHT
D G 0 X 0MM3n'x"r
PANEL DLO
HEIGHT
bLL.1 c
TABLE OF CONTENTS
GENERAL NOTES & ELEVATION.'3..-._....._...-1
SECTION VIEWS OXXO & GLAZING DETAIL_2
SECTION VIEWS OXO & x0_.-,,,,-,3
EXTRUSIONS & ELOJL_..................--..--4
ANCHOR SCHEDULE IS NOTES-..................-,--.5
INSTALLATION DETAILS--- 6
I
9
e
C
6
A A
6
96'
MAX UNIT WIDTH
48 7/9MAX
PANEL WIDTH
41 314'
GLASS
AAXINIT
DLO
1I
GHT
mAx E
PANEL 01 X
HEIGHT
GLASS a
DLO
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TOVVIE 9COMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION AND
IS RATED FOR IMPACT USE IN W 04D ZONE 4 AND HIGH VELOCITY 1900 SW 44TH AVE.
HURRICANE ZONE NVHZ) AREAS AS DEFINED IN ASTM E 1998 PER THE FBC. OCALA, FLORIDA 34474
W W W.CWS.CC
2 GLAZING DETAIL- (SEE SHEET 2)
3. APPROVED GONFIGURATIONS:'OXXO", -OXO', "XO', "OX'
4. DESIGN PRESSURES:
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS
TABLES ASTM E-1300-04.
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE, AND GLASS TABLES ASTM E-130D-04.
5. ANCHORAGE: THE 33113% 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.
S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT
REQUIRED.
7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY
WELDED.
8. SERIES / MODEL DESIGNATION: SGO-8900.
9. THE DESIGNATION X AND O STAND FOR THE FOLLOWING:
X-OPERABLE SASH, O-FIXED SASH.
10. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
1. EXTERNAL WEEP SLOT- 114 x 1' LOCATED 4' FROM BOTH ENDS.
1 Lucas A.
tTumer
E
2015-04-20
12:30-04:00
NFIG. MAX. UNIT SIZE
MAX PANEL
SIZE
DESIGN PRESSURE
RATING IMPACT RATING
XO 96" x 96"
48-7/8" x 93-1 /2"
60 PSF LARGE MISSILE IMPACT
OXO 145-13/16" x 96" 60 PSF LARGE MISSILE IMPACT
OXXO 191-1/8" x 96" 60 PSF LARGE MISSILE IMPACT
8900 PVC
SLIDING GLASS
DOOR - IMPACT
No 58201 . P'
YI' 3
a
STATE OF
4IW2015
LUCAS A. TURNER, P.E.
FL PE N 58201
1239 JABARA AVE.
NORTH PORT, FL 342BB
PH. 941-380-1574
GENERAL NOTES AND
ELEVATIONS
ADE 1 08/03/08
CWS-298 B
SHEET
1 :33.33 1 OF 6
SECTION B-B
PAIR OFANCHORS AT EACH CUP.
SEE SHT 6 FOR SPACING
SECTION C-C
FDCED PANEL ATTACHMENT
NOTE:
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE I9 t=REOIRRED.
am
1' OVERALL
W16' TEMPERED
3/8' AIRSPACE
7M(r LAMMATEDGLASS
3/1W ANNEALED GLASS
090 SENTRY GLASS IONOPLAST INTERLAYER
3116" ANNEALED GLASS
PURFECT GLAZE'I-r
SIKAFLEX552
13116' GLASS BITE
vllNww s rsrEm
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
W W W.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
No 58201
STATE OF
zz
41312015
LUCAS A. TURNER, P.E.
FL PE # 58201
1239 ,IABARA AV E.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS -OXXO
AND GLAZING DETAIL
ADE 06/03/08
voA ..
CWS-298 B
SHEET
1.2.63 2 OF 6
SECTION D-D
SECTION E-E
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
Www.OWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
No 50201
STATE OF
4/3/2015
LUCAS A. TURNER, P.E.
FL PE S 68201
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
SECTION VIEWS - OXO
AND X01OX
NOTES; ADE 08/03/08
I. ITEMS NOT SHOWN FOR CLARITY.10, 28 2 r.
2. VERTICAL SECTION CAN BE SEEN ON SHEET 2. 1 CWS-298 I B
1 :2•83 1 3 OF 6
5
PVC ASTRAGAL - 6o43
3
5 15/16•-{
O 1
1/8•
2 11n6•
min0110j] L - j m
PVC OUTER FRAME - 6042 REINF. -1993
3 3
PVC PNL INTERLOCK - 606o PVC PNL LOCKSTILE - 6o59 PVC PNL INTERLOCK - 6033
FRAME CONSTRUCTION
WI(SYSTE S
1000 SW 44TH AVE.
OCALA. FLORIDA34474
W WW.CWS.CC
8900 PVC
SLIDING GLASSFRAMECORNERS
SCREWED TOGETHER DOOR - IMPACT
1:10
VENT CONSTRUCTION a
yaw
VI°i mti
a
VENTS FULLY WELDED
a a
I+--- 2 U16•
WIWI.
I
2 MW
9 3/78• 1l16' 3 1l16• 25/3" 1 18/
1118'
1/8•
7/3•
V 18•
PVC INTERLOCK SNAP - 6o61 FIXED PNL CLIP - 4295 FIXED PNL COVER -1597 REINF. - 1775 HIGHRISE - 1737
I3AVK FIN I ULTFIAFAB I I 211/16•
Sl1LWAN PVC 21/B`
lh8•
I----f-5/0• 1/2 1
13 fE — — — I I !
1/18' L 1 3 d•
s/a ,na
ROLLER TRACK -1930 Ina-
PVC SCREEN ADAPTOR - 6045 SILL THRESH COVER -1764
7PVC
WELD SUPPORT - 6046 3'
23'
16' 121111r431a'
7/V
1 1
1 ;i1/4• 0 911 1hG
1h6• 1 1l8' IL
1ns- PVC
SCREEN CHANNEL - 8044 PVC TRACK FILLER - 8040 FIXED PNL SUPPORT -1722L— ,ns• PVC
SCREEN TRACK - 6041 REINF. -
1726 SPECIFIED. NOTE: ALL EXTRUSIONS ARE ALUMINUM 6D63-T6 UNLESS OTHERWISE PVC GLAZING BEAD - 6037 4/
312015 LUCAS
A. TURNER, P.E. FL
PE 9 58201 1239
JABARA AVE. NORTH
PORT, FL34266 PH.
941-3W-1574 BOM
AND EXTRUSIONS ADE
D6mos o . ..
CWS-
298 B SHEET
1:
2 40F6
r MAX—
TYP)
I---t -6• mpl
ITYPp-j
I MAX O.C.
TYPE
r---]r MAxO.C. YP)
I 4. (Typ) I
I
I
MICHOR
uYour NOTES:
1.
INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2.
SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD REARM SHIMS. MAX ALLOWABLE SHIM STACK TORE 1/4'. USE SHIMS WHERE SPACE GREATER THAN 1/18" IS PRESENT. LOAD BEARING SHIMS 614ALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER. WOOD SHIMS ARE NOT ALLOWED. 3.
ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1, SHEET S. 4.
ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIALOR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTEDTOPREVENTREACTION. 5.
INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM SPECIFIEDINTABLE1, SHEET6. 5.
ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE. INSTALLATIONS TOSOLIDCONCRETEORGROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF IX BUCKS BETWEENTHEPRODUCTANDSUBSTRATE. 7.
A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: r 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. SUBSTRATESSHALLMEETTHEMIMMUMSTRENGTHREQUIREMENTSASSHOWNINTABLE1, SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. 9.
SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: FMAIAAMA100(FIN WINDOWS), FMA/AAMA 2DO(FLANpE WINDOWS), FMAAVDMA 250(BOX WINDOWS), FMA/AAMAAVDMA 300(EXTERIOR DOORS). 1
DDO SW 44TH AVE. OCALA,
FLORIDA 34474 WWW.
CWS.CC 8900
PVC SLIDING
GLASS DOOR -
IMPACT Me
b6201 w
STATE
OF z
4/
3/2015 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-480.1574 ANCHOR
SCHEDULE AND NOTES
ADE
O8/03/08 V.
r. a W.. CWS-
298 B SHEET
1:
20 5 OF 6
TYPICAL HEAD ANCHORAGE
v
2 7/1 r MIN. MIN. EDGE DIST.
SEE TABLE t 1/4 MAX SHIM.
INTERbR MIN. EMBEDMENT
SEE TABLE 1
SUBSTRATE BY OTHERS MIN. EMBEDMENT
SEE TABLE 1 SEE TABLE 1
PERIMETER SEALANT- EALANT 1/4" MAX. SHIMBYINSTALLER
INSIDE AND OUT
27ne• MIN.
INT'EAIOR
INSTALLATION ANCHOR
SEE TABLE 1
MN. EDGE DIST.
SEAL NT BETWEEN
SILL RISER AND FRAME
SEE TABLE t
1111 ILNI
BY INSTALLER
PERIMETER SEALANT BY INSTALLER
PERIMETER SEALANT O
INSIDE AND OLIT
SUBSTRATEBYINSTALLER
INSIDE AND OUT
BY OTHERS
SEE TABLE 1
DO NOT COVER
WEEP HOLES B HORIDDNTAL SECTION
MIN. EMBEDMENT 6 TYPICAL JAMS ANCHORAGE
SEE TABLE 1
SUBSTRATE BY OTHERS
SEE TABLE 1
SEALANT UNDER SCREW 27/78- MIN. EDGE DIST.
HEAD BY INSTALLER SEE TABLE 1
A1 VERTICAL SECTION
8 TYPICAL SILL ANCHORAGE2
TABLE 1: APPROVED INSTALLATION FASTENERS
SUB9TRATE E DIST.
20 KSI MN.) TAPCON 1"
CONHOLLOW OR GROUr+I. ED CMU (117 PCF MPL) F31111.
ITW
TRW TAPCON1"
HOLLOW 7ORGROUT -FILLED CMU (ASTM C-80) ELCO ULTRACON 1-1/4" 2-1/22XMIN. SOUTHERN PNE (G=D.55) RW TAPCON t 31T2XMN. SOUTHERN PNE (G-0.55) OOD SCREW
16 GAUGE (0.0W) MIN, STEEL STUD A10-16 HLTI KW 84FLEX OR ITW FULL THREAD
33 KSI YIELD MN) TEKS SELF-DRAIM SCREW THRU 0,06 7/18'
11W ALA1M. (6083-15 MIN.) OR 10 GRADE 5 SELF TAPPING / FULLTHREAD 118"
STEEL (33 KSI MIN.) DRtU_M SCREW THRU 0.125' 7/16 FDED
AN ANCHORS INTO: CONCRETE (
2.0 KSI MIN) OR 3/1(" ITW TAPCON 1" 3" HOLLOW
OR GROUT+ILLED CMU 117 PCF MN.) FIXED
PANEL CUP ANCHORS INTO: CONCRETE (
2.85 KSI MIN.) OR r3/16- ELOO ULTRACON 1-1/4' 2-3/2" HOLLOW
OR GROUT -FILLED CMU ASTM 0-90 INSTALLATION
ANCHOR SEE
TABLE 1 TWO
ANCHORS PER FIXED
CUP THROUGH PRE -
DRILLED HOLES 1/
4" MAX SHIM FIXEDPANEL
MIN. EMBEDMENT
SEE TABLE
1 1r 7
7/
Ir a MAX
O.
C. FIXED PANEL
CLIP CLIP ANCHORS
MUST BE LOCATED
A MIN r&A NDISTANCE OF3"
AWAY FROM ANY
MAINFRAME ANCHOR. INSTALLATION
ANCHOR
OYP)
LC. , HORIZONTAL
SECTION FIXED PANEL
CUP DETAIL 8 FIXED PANEL ANCHORAGE NOTE: FIXED
PANEL CLIP ANCHORS INTO WOOD OR METAL SHALL FOLLOW THE ANCHOR TYPE, MIN, EMBEDMENT AND MIN. EDGE DISTANCE LISTED IN TABLE 1. L r
1000
SW
44TH AVE. OCALA. FLORIDA
34474 WwW.CwS,
CC 8900 PVC
SLIDING GLASS
DOOR - IMPACT
4/3/
2015 LUCAS A.
TURNER, P.E. FL PE
A 58201 1239 JABARA
AVE. NORTH FORT,
FL 3426E PH. 941-
380-1574 GENERAL NOTES
AND ELEVATIONS ADE
08/
03/0S a: v.:
CWS-298
8 SHEET 1:
2.
67 S OF S