HomeMy WebLinkAbout103 LITTLE FOX 17-423; WINDOWSECEIVEn CITY OF SANFORD
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BUILDING & FIRE PREVENTIONFEB13P=RMIT APPLICATION
BY.
application No:
vocumentea construction value: s b,iub
Job Address: 103 LITTLE FOX AVE. SANFORD, FL 32773 Historic District: Yes No
Parcel ID: 12-20-30-511-0000-0950 Residential Commercial
Type of Work: New Addition Alteration Repair WDenl,o 0 Change of UseEl Move
Description of Work: REPLACE 4 WINDOWS W/NON-IMPACT AND 1 DOOR W/IMPACT. SIZE FOR,1;17F
Plan Review Contact Person: LINA Title: PERMIT MANAGER.
Phone 954`-7924415x243 Fax: 407-4728380 Email: "permits@fhaproducts.com
Property Owner Information
Name SIMPSON RICARDO A & ANTOINETTE Phone:
Street: 103 LITTLE FOX AVE Resident of property? OWNER
City, State Zip: SANFORD, FL 32773
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST- Fax: 407=4728380
City, State Zip-' HOLLYWOOD; FL. 33312 State License No.: CGC061890
Architect/Engineer Information
Name: N/A Phone: N/A
Street: N/A Fax:
City, St, Zip: N/A E-mail: N/A
Bonding Company: N/A Mortgage Lender: N/A
Address: N/A Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT- MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of 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: 5th Edition (2014) Florida Building Code 07
Revised: June 30, 2015 Pennit Application Ld
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found.in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating c traction and zoning.
Z' I' Z rd I-)
Signature of Owner/Agent 11V Date s Date
Print Owner/Agent's Nance Print Contr ctor/Agero s Xame
Owner/Agent is
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Permits Rewired: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Nfln. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: 13 G 2
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
I Lf - 17JTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: Z -1 c. • l 7
Revises June 30, 2015 Permit Application
r
SCPA Parcel View: 12-20-30-511-0000-0950 http://parceldetail.scpafl.org/ParcelDetailhifo.aspx?PID=1220305110...
Property Record Card
Adhr"'C
Parcel: 12-20-30-511-0000-0950
PAMOwner: SIMPSON RICARDO A& ANTOINETTE
Sr -M"= ooupoy. arm
Property Address: 103 LITTLE FOX AVE SANFORD, FL 32773
3
Parcel, Informationi Value Summary 1
I of 2
Parcel 12-20-30-511-0000-0950
Owner:' SIMPSON RICARDO A& ANTOINETTE
Property Address 103 LITTLE FOX AVE SANFORD, FL 32773
Mailing 103 LITTLE FOX AVE SANFORD, FL 32773
Subdivision Name MONROE MEADOWS
Tax District S1-SANFORD
DOR Use Code 01 -SINGLE FAMILY
Exemptions 00-HOMESTEAD(2016)
I
County GIS
Tax Amount without SOH: $755.00
2016 Tax Bill Amount $755.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
2/2/2017 11:47 AM
2017 Working 2016 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 63,194 60,719
Depreciated EXFT Value
Land Value (Market) 18,000 18,000
Land Value Ag
Just/Market Value ** 81,194 78,719
Portability Adj
Save Our Homes Adj
Amendment 1 Adj i
P&G Adj -- —-$0
822 I 0
0
Assessed Value 80,372 78,719
Tax Amount without SOH: $755.00
2016 Tax Bill Amount $755.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
2/2/2017 11:47 AM
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YES
THIS INSTRUMENT PREPARED BY. GI'MNT NAL0'tr SE111HOLE COUNT
Name: BARBARA ESPARZA CLERK OF CIRCUIT COURT h COCIPTROLLER
Address: FLORIDA HOME IMPROVEMENT ASSOC. BK 8361 F's 358 (1Pgs )
3044 SW 42 ST. HOLLYWOOD. FL. 33312 CLERK'S Y 2017015476
RECORDED 02/13/2017 03°ii3.''7 P11
NOTICE OF COMMENCEMENT RI: CORDING FEES $10.173171
RECORDED BY hraevore
State of Florida
County of Seminole
Permit Number: Parcel ID Number: 12-20-30-511-0000-0950
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 95 MONROE MEADOWS PB 46 PGS 16 & 17
103 LITTLE FOX AVE SANFORD FL 32773
GENERAL DESCRIPTION OF IMPROVEMENT:
WINDOWS AND DOORS
OWNER INFORMATION:
Name: SIMPSON RICARDO A & ANTOINETTE
Address: 103 LITTLE FOX AVE 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(1)(b), Florida Statutes.
Name: n/a
Address• n/a
In addition to himself, Owner Designates n/a
To receive a copy of the Lienot's Notice as Provided in
Section 713.13(1 Xb), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true
to the best of my knowledge and bellef.
1 CGt ( &) ZS1M 2
Owners Signature Oemer's Printed Name
Florida Statute 713.13(1 }(g):' The tmner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.'
syrI ,,
State of 1 — County of 1 Y\ 0 U "
The foregoing Instrument was acknowledged acknowledged before me this _ day of 2 C t
by 1 I [Ck( U i m 2 w n Who is personally known to mK
Name of person making Matement
OR who has produced Identification type of Identification produced:
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BY _ DEPUTY CLERK
LIMITED POWER OF ATTORNEY
Altamonte Springs,- Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter 'Springs
Date:
I hereby name and appoint: LUIS COLLAZO
an agent of. FLORIDA HOME IMPROVEMENT ASSOC.
Name 6f 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
103" LITTLE FOX AVE SANFORD FL 32773
Street Address) , F
Expiration Date for This Limited Power of Attorney:
License Holder Name: WAYNE T. BURNETT
State License Number: CGC061890.
Signature of License Holder:N
STATE OF. FLqRIDA
COUNTY OF
The foregoing instrument was acknowledged before me this 1?) day of
200I ,.by WAYNE T.•BURNETT who isq personally known.
to me or o who has produced; a
identification and who did (did not) take an batV
Notary Seal)-
Print or type name .
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firORD COPY
FHA'- DIAGRAM SHEET",
MEASURE DATE' . . x
E' .. 2/6/2017
CUSTOMER NAME ' ' :';LEAD NUMBER ' _ TYPE OF PROPERTY FLOOR Na -- R60flg Ea45UTiETECN
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Simpson 59880 Sin I6 Family 1 12'. Dan Franklin:
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REVIEWED POR CODE CiOMPLIAN:CE ' 3s 3/4 x 613/4 35 3/4 x 613/4
50) FL4091.1 50) FL4091.1
PLAN S EXAMINER
MULLION 1 x 3 NOA#
FL952O.1
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DATE
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ING
SANFORD QUILDINQ DIVINJIDN
saNFORD
BE : PERMIT'ISSUED SHALL BE CONSTRUEFDNOT R
L ENSE TO PROCEED WITH THE WORK AAS
UTHORITY TO VIOLATE, CANCEL, ALTEETZZIDETHEPROVISIONSOFTHETICAL14,2 JANYOF
Ci 5DES, NOR SHALL ISSUANCE,OF A PERM. r PREVENT
THE BUILDING OFFICIAL FROM THERE FTERE
EQUIRING A CORRECTION OF ERRORS 14 PLANS,
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CONSTRUCTION OR VIOLATIONS OF TH 3 CODE
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Florida Building Code Online Pagel of 3
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R bfW G a„pmerits ecIs Horne Login user RegistratiOn . HOt TO*'S E. Submit- Surcharge 9 Stats & Facts
RU°SIn e*
Productgrclaact Approval
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FL ffi FL4041 R7
I Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturerd Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474,
352)368-6922
ekoss@cws.cc ,
Authorized Signature Koss Erin
i ekoss@cws.cc
Technical Representative Erin Koss
Address/Phone/Email 1400 SW 44th Ave.
Ocala, FL 34474
352)366-6922. Ext 291
ekoss@cws.cc
Quality Assurance Representative Jay,Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,' FL 34474
352) 368-6922 Ext 291
I jlathrop@cws.cc
i
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Ii
10 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.
I• Quality Assurance. Contract Ekpiration Date 07/21/2020
Validated By Steven M, Urich, PE
Ii Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard) 5tanarr7 Year
AAMA/W DMA/CSA/ 101/I.S.2/A440-05 2005
AAMA/WDMA/CSA/101/LS.2/A440-08 2008
ASTM E1300-04 2004
PA TAS 202 1994,
Equivalence of Product Standards
Certified By
p
hill)://www.floridabuilding.org/pr/]Dr_api) dtl.aspx7param=wGEVXQwtliquz931%2b4g5fa... 6/24/2015
f
4091.3 SH -8100 Continuous Head & Sill
Florida Building Cede Online Page 2 of 3. '
Installation Instructions
Approved for use in HVHZ No
Approved for use outside HVHZ. Yes
Sections from the "Code
FIs
Product Approval Method Method 1 Option D,
Date Submitted 04/04/2015
Date Validated. 04/21/2015
Date Pending FBC Approval 04/25/2015, i
e Date Approved 06/22/2015
Summail of Products
Created by Independen''rhird Party: Yes
RL Model, Nurnber`or Name Description
4091.1 Sli-8100 9100 Vinyl Flange/lin Frarne Single, Hung
Limits of Use , Installation Instructions
Approved for use,in HVHZ- No
Ap rayed for use outside HVHZ: Yes Verified By: Lucas. A. Turner 58201 i
Impact Resistant: No... CreatcdAby Independent Third Party:. Yes
Design Pressure; +50/-50 Evaluation Reports
Other: SH -8100 Max: size 5:3,125" x 76". Glass complies FL4 8100 NIj 1 1f
with ASTM E*300-04 Created by Independent Third Party: Yes
I
4091 2 SH 1I100 SH -8100 Vinyl Single Hung,: cn-Impact,
Limits of Use Installation Instructions 4
Approved for usein HVHZ.- Yes 4091 F27 II . -4 SEi Sf 1- 1 x7.1 NI df
Approved for use outside MVHZ. Yes Verified By; i. seas A: Turner 58201
Impact. Resl nt No = Created by Independent Third Party: Yes
Design' Pressure,N/A Evaluation Reports
Other: SH 8100 Vinyl Single Flung, OX, Max: size 52" x 114081."R7 AE EvalReo CWS 48`,13 j,SH i11Q0 m5?x 72
71", see installation dwgs; for DP. Glass cornp!les with ASTM NT &jf
i E1.300-04:: FI 4091 R7 .AE Ouanex fi"1a51 ren N 7r1_J_ i7 02. df
Created by Independent Third Party: Yes
4091.3 SH -8100 Continuous Head & Sill SFi-81130 Vir:yl Singie Hung,, Continuous Head & Sill, Non-
3Impact. '
Limits of Use Installation Instructions
Approved for use in HVHZ No
Approved for use outside HVHZ. Yes
FL {i4 i R7 II C rS 44ifI H-810{7 74xf3 .onriid5l
FIs
Impact Resistant., No Verl9esl By;Lucas A, Turner 58201
Design Pressure. N/A
Cather; SH -8100 font. lid. S Sill, Max. size 72 7/8" x 61
Created by Independent Third Party: Yes
Evaluation Reports
3/4", DP +67.5/-70 psf. Glass Complies with ASTM E1300-: FL4091 R7 AE EvalRanCL4:5 44Z ?_ ^ -81 0 7x63
Cuntl I l " 04.
CcantHelSI::NI p_ff
Created by Independent Third Party: Yes
11 --------------
409 4 Sri-i310Ci Continuai s Ned & S€II409-4
w._.
SH -8100 Vinyl Single Hurig,:Cont. Head & Sill, Nan -lm' pact.
Liattlts o4 Use Installation Irastroctiszfaa
Approved for use in HVHZ: No 409Y R7 _Ti CAIS -492B Sti Son / t87 ; n 9s 1:.
Approved for use outside HVHZ: Yes Nzi.ndf
Impact Resistant. No Verified By: Lucas A. ruiner 58201.
Design pressure, N/A Created. by Independent Third,Party< Yes
Other-. SH -810C Cont. Hd. & Sill, Max. size 74 1/8" x 72', .. Evaluation Reports
see chart on installation dwgs. for DR, Glass complies with f -L iQI rt7 AE" EvaIR W. - 2E SP1- 1 7
CcantHelSI::NI p_ffASTME1301i-04.
Created by Independen''rhird Party: Yes
4091:5 SH -8100 Oriel '8100 Vinyl Slrlglo }lung Oriel w/ HD Meet. Rall
Limits of Use Installation Instructirans
Approved for use.in HVHZ: No FL -4091 RZ 7i CWS -2930 L9 £ IOCi 52x)f.-"Jf
ApprsaVeti for use outside HVHZ: Yes Verified 8y: Lucas A. Turner 58201
Impact Resistant. No Creeted by Independent Third party: Yes
Design Pressure; +60/-50 Evaluation Reports
Other SH -8100, Max. size 52" x 96', orial Glass complies =L4091 Af rv R Ia,(1 JSa 4" G 5N -BYO 1x9
with ASM E1300-04. Nilkdf
Created by Independent Third Party: Yes
FloridaBuilding Code' Online Page 3 of 3
te state of Florida e, an AMO employer: pgYl¢CLt..2 r.Q:1.:2 Frlvacv St st+sswnt .
i Undar,Fkarlda law, email addresses are public reeords, if you do' not want Your.e-mail address released in resporze to a public -records request, do not send
electronic mail to this entity. Instead, tartan the oflrce by phone or by„traditional mail. It you have any questions; please contact 850.487.1395. -'Pursuant toSection455.275(2), florlda Statutes, effective October -1, 2012, licensees licensed under Chapter 455,..F,S. must provide. the Department', with an am -€i address if
they have one. The emalls. protdded maybe used for official communication with line licensee. However email addresses are public record. If you de not wish to
Supply'a personal address, Please provide the Department with an email address whish can be made available to the public. To determine It you are a Hoonsee under
Chapter 455, F.S., please click kern .
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http://W vw.floridabuilding.org/l)r/pr app_ tl.aspa?param=wGF,,VXQ,vAtDquz931%2 4g5fa... 6/24/20.15
239 Jabara Ave.
Port, FL 34288
1.'941-380-1574
C.O.A.#29779
Product Description; Series 8100 PVC Single Hung Window, Non Impact, 53 1/8" x 76" unit
size, 54 3/8" x 77;1/4" flange size
Manufacturer: Custom Window Systems, Inc. 1900 SW 44'x' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above-Iisted product per the requirements
of FAC Product Approval Rule Chapter 61 G20-3.005 {4}: This product complies with the t
requirements of the 5t' Edition {2014} Florida Building Code outside the High Velocity
Hurricane Zone. The product testing standards performed are outlined below.
Technical Documentation:
2 Approval
i
drawrn rCWS 154E
A.
signed an
P:E., at 1239 Jabara Ave., North Port, FL Ppp3s
g s 8 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. Ferrera, P.E.
a. Testing Performed: AAMA/WD A/CSA 101/I.S.2/R440-08
Supplemental..Cal'culations 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:, jhis product:
May be used in the configurations and sizes and with daylight openings as indicated in
CWS-I54E a
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
o Requires glass as shown in CWS- I54E
Reqarras-Quanea (Mikron) white PVC extrusYonsas 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
s product.
Pi140 E tV
x,....`..®
s No 5820
tZ
STATE 4/3/2015
4a Lucas A. Turner, P.E.
FL PE #58201
Bf7
Lucas A. Turner, P.E.
2015-04-03-
10:00-04:00
I
QENEBLL N TE
SINGNON-IMPACTSFiERNTfPTISNS1T{EFii}CCTsI"tOhtIERElM3SDESIGNED teNDfhJFriCTURED iS°Sfd s"Y3' TO COMPLY WITHH TETE FLORIDA BUILDING CODE [FDC), CURRENT .
3 5G tg^ EDIT! N, 1900 SW 44TH AVE.
f MAXOVERALW OsLAa FLORIDA 34474 I -
RANGE W3DTF 5 8815 .
MAX OVERAL, 2. GLAZING OPTIONS: SEE SKEET 2
53119" -- _
ELAMnEi W9•
IDTH- ......: ....
MAX. UNIT WIDTH 3. CCNFIGlRATI£S:"OR.
48 lw" 63 8100GIASSDLG "- j -
MAX f ,€- <<JIG71d
4. DESIGN PRESSURE RATING (SEE SHEET2). - vc -
t? EPAL.L I 3 335rYG - 56 372•
G A raB 1CGLC
iTESTEDPRESSURE .... ss ANDassssEasrcPRESSURE, WATER NON-IMPACT
INFILTRATo$ E AND eL4ucTABLES
ASTM -1300-04,
MAXGLASzARuE0DLC% i1VFRALI. 3;#a°°'9i" ` aSTRESSt?afvHT ( - F..A.riiGE GLASS
A'CriCAGE THE 8". 11s fo S TiESS IIvCREA E HAS Ni.)1' BEEN USED
7_
OAI
I
Y.EiGiii
La 5 IN THE DESIGN OF THIS PRODUCT SEE SHEET 6 FOR ANCHOR r3 cs € c 5 ' 1 MAX DLO DETAILS, W INDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOODUHTjX61%d" '
THEIGM_ ( ANCHOR CALCULATIONS- x u3 i w
38 V!6 , . E.
IGHTMAX
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Uri,._
SNOT APPP{1VED 'tiR IEkPA T HE66`s'E"AN[;E Pi mr1CT PRO"CE 71VEAJAX.G & 33 i1&" ! SYS TEM iS REQUIRED IMWIND BORNE DEBRIS REGICPi.
eSAWi 6; GLASS MAX 26 PRi
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D:% 7 FRAMES AND VEN7,z PUi.LY iEE.LYELP: ^xRa9AL@_JQVTSEA?' SEAi%P3T u. ..
8, SER
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ava...... J MODEL DESIGNATION 5/'8100. CL a' '
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GLASS DLC X - OPERABLE SASH, 0' FIXED SASH
5 Ill SASH ORIELl .. ..10SECTION :ALLOUTS FROM EQUAL SPLIT ELEVATION APPLY TO ALL - - (- ,
ELEVATIONS IN A SIMILAR LOCATION. w r°s y . m! < 0 -
M r E WIDTH. DTH
11, EXTERNdaL W EEP-SLQT W 1/2" x 2-912" LOCATED 4" FAO / BC i"Ei ENGB. *$ ,Ct g%)ok
4.
E .. MAX, UPRY"MTN
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SATH s . <A3SLUCAS A. TIiRNE T, P.E. IfI' HEIGN . DL® FLPE##582CI
2
12391ABARA AVE, j
v NORTH PORT, FL 34269
GLASS DLLs PH: 941-380-1874
i 6040 SPLIT ORIEL
SkEETDCSCFIP7NJN: - ..._...._
GENERAL NOTES AND
y TABLE OF CONTENTS
E GENERAL NOTES B ELEVATIONS.....I
DP CHARTS & GLAZING DETAIL.... 2
14
SECTION VIEWS & ALT. FRAME. 3
B 0 M.,.., 4 - EXTRUSIONS
ANCHOR SCHEDULE &NOTES 5
INSTALLATION DETAILS. 6
ELEVATIONS
ae Aw v a3AT6 """""'
E3AT 04,/29/08
wd
CWS -154'
SHEET
Design Pressures (PSF) with Glass Types A, B, C, or D
Unit Sash Unit Widths in.
Heights (In,) Heights in.) 23 1/2 27 1/2 29 1/2 31 1/2 - 35 1/2 39 1/2 41 1/2 43 1/2 . 47 1/2 51 1/2 S3 1/8
35 1/2 17 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75, 1+50/-75 +501-'75 +50/-75 +50 / -75
39 1/2 19 150/-75 +50 -75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/.75
41 1/2 20 +SO / -75 +50/-75 +50/-75 +50/-75 +50/-75 -+50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73.1
43 1/2 21 +50/-75 +50/-75
1 +
50/-75 +50/-75 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-73,4 +50/-70,6
47 1/2 23 +50/-75 +50/-7S +501-75 +50/-75 +50/-75 +50/ -75 +50/-75 +50/-75 +501-75 +50/-68.9 +50/-66.2
51 1/2 25 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +501-75 +5o/-75 +50/-75 +50/-72,7 +50/-65.2 +SO/ -62.6
53 1/2 26 +50/-75 +50/-75 +.y0/-75 +SD -75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-71 +50/-63,6 +SD/ -61
55 1/2 27 +501-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50 / -75 +50/-75 +50/ -%5 +50/-52.1- +50/-59,s
59 1/2 29 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-75 +50/-66.8 +50/-59.5 +50/-57
63 1/2 31 +50/-75 +501-72.9 +50/-72 +50/-71.6 +50 -716 +50/-71.6 +50 / -71.6 +50 / -716 +50/-64,6 +50/-57.3 +50/-54.8
65 1/2 32 +50/-71,2 +50/-69.1 +50/-68 +50/-67.4 +50/-67.3 +50/-67.3 +50/-67.3 +50/-67.3 +50/-63.6 +50/-56.4 +50/-53,9
67 1/2 33 +50/-69,8 +50/-65.6 +50/-64.4 +50 / -617 +50/-63.4 +50/-63.4 +50/-63.4 +50/-63.4 +50/-62.7 +50/-55.5 +50/-53
71 1/2 35 +SO%64 +501-59.7 +50/-593 +50/-57.3 +5()/-56. / -56.5 +50/-56.5 +50 / -56.5 +50/ -55.5 +50/-53.9 +501-51.5
74 3/4 36 5/8 +50J-59,9 +50/-55.6 +50/-54.1 +50/-53 +50/-51.$ +50/-51.7 +5o/-51:7 +50/-51.7 +50/-51.7 +50/-51.7 +.
76 37 1/4 +50/-58.5 +SEI/ -54.1 +50/-52,6 +50/-51.5 +50/-50.2 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50 +50/-50
7/8" OVERALL _®e_...._..._ 70 OVERALL -
7C3VHP.ALLOVERALL8"
i...... 110` ANNEALED .. r---2Vi6" ANNEALED ... VW TEMPERED - _ aiG TEMP RED
I.,. ...Sti' AIRSPACE ------112' AIRSPACE ;.._ ... -..---8:`8 AIR SPACE - V2"1Atf-{- <
tet «---t,'8" ANNEALED -« ....3110" ANNr•A.LED r« -.-i;8 TEMPERED -N1&
AIRSPACE
p
S E
t 1 '
TEMPERED11
a SKKAFLEX 552 OR SlKAFLEX 552 OR SKAFLEX 552 OR
ra SIMVsFLEXG ORPUR.FECT GLAZE "H„ 40 *
iPURFECTGLAZE "H" ; / %..i PURFECT 13LAZE't€' s PURFECT LAZE "H"
I
1/2" GLASS BETE V2' GLASS HtTE ft2" GLASS &ITE tte -GLASS 61'7F..
gi
E A
GLASS TYPE B
NOTE:
IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE.
GLASS TYPE D
ND®W SY -mms Ili I
I %o Sw 44TH AVE.
OCALA, FLORIDA 34474
WW W.CwS.CC
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SINGLE HUNG
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413/2
LUCAS A, TURNER, P,E,
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH. 941-380.1574
ilar o rTl
OMPARATIVE ANALYSIS
AND GLAZING DETAILS
1AwN S
BAT 04129/08
VQ R: REV- .........._
CWS -154 E
ATE: SHEET
1:1 2OF6
i 6 SECTION B -B r ¢ o
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3 LUCAS A. TURNER, P.E.
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r i 1238 JABARA AVE.
NORTH PORT, FL 94 98 ,
PK 941-38c-,, 574
SECTION C -CI
ALTERNATE PIN FRAME
Hu DE'%it'VTFw4—
SECTION A -A SECTION VIEWS
rM; WN B77
BAT 04129108
NOTE: ITEMS NOT SHOWN FOR CLARITY: WS-154 E
T
SHEET
i :2 3 OF 6, `
a
I
3
t 15t1g° zy16'
i
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Ill 6
PVC SASH BTM_ FLAIL PVC SASH MTG. RAIL
H-6028 H-6027
15 1 5-6064 JUIZ, Sd„ 7/8',Fxd., Vert.Mlkron Vinyl PVC FRAME FIN
16 S-6064 Glz. Ed, 718',Sash, Horiz. Mlkron Vinyl H-6026
17 S-6064 JGIZ. Bd., 7/8",Sash, Vert. Mfkmn Vinyl ..
18 S-6013 Scrn, Adapt.; w1Nib. PVC; Horix. Mlkron Vinyl
1r2"
19 , S-6014 Scrn. Adept.. PVC, Vert. Mikton Vinyl ; 3 i?s — •{ t S/tg
j+— f
20 S-6029 Sash St / Filler, PVC, Yen.Mlkron Vinyl
I
24 P-2190 Balance BSI
z
25 P-3059 Sash Cam, PVC BSI Plastic
26 - P-3046 Take Otn Clip 851 SS .. - "
3 2 tie"
4
27 P-3783 Lock, Impact, PVC lnt®nock 21>ns"
1115"
28 P•4069 Keeper, Impact, PVC interlock 2a.116'mac.
t ,nu t.........
30 P-4479 eep Cover ori Flap ' - Gaer
PlasticL32P-3429 Wstp., 0270 x .187 back F1nSaal, Gray Uftra`ab PVC SASH SIDE RAIL - FIXED MTG. RAIL
33 P3429 W21,., 0.270 x 87 back FirISeai, Gray Ullratab H-66004 H-1836
34 -P-3429 WStP., 0,270 .187 back FinSeai, Gray Uiratab FVC FRAME FLANGEH-603135P-3429 Wst , 0.270 x .187 back PinSeel, Ora ' Ultrafab ""
36. P-3429 Wstp., 0,270 x.187 back FlnSeaf, GraZ Ultrafab
37 PA638 #8 x 2.112 PH Mod. Truss Type A, Tek 2 Ajax Steel Ills, - i lis •---- 1 era••
38 P-3768 #8 x 0.625 Ph PH SMS Hub City Steel 5?t6"
39 P-4051 W #6 x 1,250 Ph FH TEK, Wht. Hub City Steel } '
e0 P-4264 1#8 x 314 FH -PH wi96 Head, TEK, Whit Hub City Steel-
18`
44 P-33112 ISeam, Sealer, SM -55041116* Schnee _ I'll s^
45 P-3752 JCap Plu ; 112° Hola M&M Nylon PVC SCREEN SUPPORT PVC SCREEN CATCH PVC SASH STOP46P-3438 Skatlex.552 or Purtect Glare "H" Sika/Henkel S-6014 S-6013 - - S-6029
48 .P-3352 Set, 8Ik., 85 Our., 118"x 518" x 2" Lg. F. Lowe Rubber
511_ _ P-3881 Temporary 01. €NFRCIDP
52 P-3613 GWS Lbf, (!ago) Pro Label
66„ 3453Glass, Fixed{ See Stteat 3)
ytg54 . Glass, Sash {Sae Shaei 3} ( f
55 P3281 Spacer (see. sheet 3) Duraseai
56 P-3281 Spacer (see sheen 3) Ouraseal _(-- --1n6" - -itts«
718^ is
62 P•3218 Screen Frame, Horiz. Alimefai" Aium f
63 P-3218 Screen Frame, Vert. Ailmetal Alum REIN F- SASI i MTG. RAIL REINF. SBPJSSR t
64 P-3321 Green"Fmrae Lamar Ke H-1497 S-1498Aitmeta€ Plastic PVC GLAZING BEAD
65 P-3581 Screen Cloth, 18 x 16 F'lbergtass Betterwe Fiberglass S-6064
66 P-3228 Screen Spline, A55 Dia., Blk. Dapa Vinyl
67 P-3029 Scmen Pull Tab Summit Alum -
68 P3033 Screen Spring, SS I Fl, Screen I SS
69 H-6026 Man Fr., SH, w/Fin., PVC Mlkron Yinyf
70 P-311 Screw Suo n for PVC - T. Plastics Nylon i
t 51g"
78 5-6063 Fixed Rail Cover Mlkron Vinyl
SCREW SUPPORT
ills•
P-3113
PVC FIXED RAIL COVERLINESTEMSNOTUSED:
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NO, ED. 560636-7, 11, 21-23, 29, 31, 41-43, 47.49-50, 57-61
FRAME CORNER
CONSTRUCTION
Wtp40gW S'y57 j1900SW44THAVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8100 PVC _ CORNSP W ELD
ALLs,Des} SINGLE HUNGI:a
NON -IMPACT
on
tL
FIXED MEETING RAIL I
SCREWED TOGETHER WITH
OUTERFRAME
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4.2015
LUCAS A. TURNER, P, E.
FL PE # 58201
1239 JABARA AVE,
NORTH PORT, FL 34288
PH. 941.380-1574
HEFT €)$CRIRTION:
r
BUM AND EXTRUSIONS
2fiWAtTGAIE_'........__—.'--.
BAT 0429108
ems` t: REV„ -
CWS -154 E
ALE: ..._. ........
SHEET
1:8 4OF6
I-V MAX. 0.(
6" MAX. (TYI
6" MAX. CTYI
1—T
MAX. D.C.
TYP.)
4" (TYP)
4" (TYP)
Aiv RLAYO T- FLANGE
4" MAK ('T'YP)-
4• MAX. (TYR) — ...
T'
s J
MAIL 0.C"
TYP-
ll
THRU FRAME ANCHOR —.•-
PAIL AT FIXED MEETING RAIL
JNE (TYP.)
riON
TYR
MAX., O,G, CTYPJ I .1900 SW 44TH AVE.
OCALA FLORIDA 34474
SEENOTE2 1t WWW CWSAG
8100 PVC
70i SINGLE HUNG
NON -IMPACT
INSTALLATION
ANCHORS TYP,
I c7j
4
Im
W U W y ii
w Q W iC%w ttfYt
j< 6 W QIJI
ANCHOR LAYOUT - FIN)
T= Me 58201 :• ;:
NOTES: ,'p.•. STATE OF j'W I
1. INSTALL ONE ANCHORAT EACH INSTALLATION LOCATION. SILL ANCHOR SPACINGSAME AS HEAD. ir'44°•;,4 R•1;?.• ®a
irrr aaiVA„ta`
f2. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS, MAX ALLOWABLE SHIM STACK TO BE `A*, USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. LOAD BEARING $RIMS SHALL BECONSTRUCTEDOFHIGHDENSITYPLASTICORBETTER, WOOD SHIMS ARE NOT ALLOWED. -
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL.. BE AS SPECIFIED IN THESE. DRAWINGS, SEE TABLE 1, SHEET 8. _2/312015
m......"
LUCAS A. TURNER, P.E. 4, At L
PROTECTED T PREANCHORSENT MUST BE MADE OF LIR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING,. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE id 58 GtByPROTECTEDTOPREVENTREACTION,
1289 JABARA AVE.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL 34268
SPECIFIED IN TABLE 1, SHEET 6. _ - PH. 941-980-1574
SF.......__......._I9. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WAIL DRESSING OR STUCCO. FOR CONCTiETEPCh',U OPENINGS. EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED. INTO SUBSTRATE - IX BUCKS ARE
iEEi DESC..RIPTiON:
ANCHOR SCHEDULE ANDOPTIONAL.
NOTES7. A MINIMUM CENTERJO-CEN"ER SPACING SHALL.. BE MAINTAINED BETWEEN ALL FASTENERS: 3` FOR MASONRY, I- FOR WOOD AND METAL.
QRAM}'fd R
8. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF REOORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. BAT 04/29/0$ SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET, SHEET 6, CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. # ..........
qev:;
9. SEALING AND FLASHING STRATEGIES FOR OVERALL. WATER RESISTANCE OFINSTALLATION SHALL BE DONE 8Y OTHERS FOLLOWING THE CURRENT VERSION OF THGINS-154EREFERENCEDOCUMENTS: E_
FMAJAAMA100(FINW:N=VNIS),FMAIAAMA200(FLRNGEW€NDOWS), FMAWDMA250(BOXWINDOWS),FMA,AAMAWDMA300{EXTERIOR DOORS} jg —
SHEET
1:25 50F6
9
TYPICAL WEAR ANCHORAGE
MIN. EMBEDMENT —T'' ..........
SEE TABLE 1 I SUBSTRATE
m.-- —+----MIN, EDGE DIST.
SEE. TABLE 1
114^ MAX 8NIU
BY OTHERS
BEE TABLE 1 MIN. EDGE DIST. -SUBSTRATE
SEE TABLE 1 ! BY OTHERS
SYSTEMS •.'
1900 SW 44TH AVE.
SEE TABLE 1 OCALA, FLORIDA 34474
SUBSTRATE BY OTHERS 114" MAIC SHIM --o^. '
j M1WW W S,CC
SEE TABLE t .
WN. EMBEDMENT TMIN. EDGE DIS I
SEE TABLE 1
PERIMETER SEALANT
BY INSTALLER
SEE TABLE 1
t `...... .......i. B1 00 PVC
INSIDE AND OUT i .._._. .. .................—'
i
9EETABLEION ANCWOR......._._ I SINGLE NiJG
SEALANT BEHIND.....
FLANGE BY INSTALLER MAX.
MIR £MBE II/ - SEP
r NON -IMPACT
i
1/4' SHIM
r
IT
i
PERIMETER SEALANT
PERIMETER SEALANT - BY INSTALLER
BY INSTALLER INSIDE AND OUT
INSIDE AND OUT
o a
INSTALLATION ANCHOR
SEALANT BEHIND SEE TABLE 1
i Y
uu$ I :Q iWi ILWI - uj . wqGINSTALLATIONANCHOR --------._ ----'"'--ii
SEE TABLE iSEE FLANGE BY INSTALLER - ....... SEALANT BEHIND
FIN BY INSTALLER
B HORIZONTAL. SECTION HORIZC+NTAL SECTION
6 TYPICAL JAMB AkCHORAGE TYPICAL FIN ANCHORAGE
HEAD AND SILL SIMILAR FOR FIN INSTALLATION
I
WI'
4
w
n' C3I
S Wi3t
114• MAX. SHIM O ~ i .
11 SEALANT BEHIND
FLANGE BY INSTALLER — I If
411
PERIMETER SEALANT------- ;!
f
MIN. EMBEDMENT
i...
TsjrfBSEETABLEtI' S!DETAALLERNDOUT ! - e s4OIDREty
SUBSTRATE BY OTHERS—_ /
4ty
N6 52201 %" -,13 I
SEE TABLE 1 ;..._.......__.—„r— MIN. EDGE DIST. z„
A'• VERTICAL SECTIONQ;
SEE TABLE 9, zy- •.
STATE, OF " 40
B% TYPICAL SILL
ANCHORAGEW
S'{
X, TABLE 1: APPROVED INSTALLATIONFAST€NER3 U "; 413f2p15
LUCAS A. TURNER; P.E.
NGE CONCRETE {2;0 KSI MIN) 3(16" ITW TAPCON1' FL PE # 58201
FLANGE PERIMETER SEALANT
2' INSTALLER 9239 JABARA AVE
FLANGE — CONCRETE {2.65 KSI M!N,)
FLANGE GROUT•F1L Ei1CMU (ASTM G80?
3116" EL;>O ULTRACON
3196" EL^CO ULTRACON
y•
1-114'
1• INSIDE AND OUT
0 HORIZONTAL SECTION
2-1!2' 6
NORTH PORT, FL 34288
PH. 341^3801574
FLANGE ZX MIN. SOUTHERN PINE (G-0.65) 3118" ITW TAPCON
1 3 S
BOX FRAMG INSTALCATEC}N
7Ar SIMILAR FOR SILL AND JAMBS FOR BOX INSTALLATION
3ME:EY 6EBCRIDTICN:
OR ELCO ULTRACON INSTALLATION DETAILS
FLANGE 2)(M IN. SOUTHERN PINE (G-0.55) 10 WOOD SCREW 1.378" 718" FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE
18 GAUGE (0,060") MIN, STEEL STUD
FLANGE 10.16 HILT1 KWIK-FLEX OR RW FULL THREAD UP TO AND INCLUDING A BOX -FRAME APP( -(CATION IS ACCEPTABLE PROVIDED: 0Rr WN
33 KSI YIELD MIN) TEK6 SELF -DRILLING SCREW THRU 0.060" 7118"
8AT 04129(08
f FLANr,E 118` ALUM, (63 MIN,} OR SSELF-TAPPING / FULL THREAD MIN. 114' FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED wB s: Eby::
KSI1(8 5TEEL (33 KSI MIN.) DR LING SCREWLINGSDRILLING THRU 0"125'
7(16„ INSIDE AND OUT, FULL PERIMETER, BY INSTALLER.
PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REOUIREMENTS AS CWS -154 E
FIN 2X MIN, SOUTHERN PINE (G=0,55) 10 WOOD SCREW 1-112" i!2 SHOWN FOR FLANGE WINDOWS. LE SHEET
1:2 6OF6
Comments
yearr
Archived C..
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
PA TAS 201/202/203
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 Ext 291
ekoss@cws.cc .
Quality Assurance Representative lay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
352)368-6922 Ext 291
jiathrop@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 Lucas A. Turner
the Evaluation Report
Florida' License PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 7/21/2020
Validated By Steven M. Urich, PE
10 Validation Checklist - Hardcopy Received
Certificate of Independence FL952J R6 CGS Ev si e 3 C NS- .6A r3 in M ;i;, IM?'.odf
Referenced Standard and Year (of Standard) Wandard. yearr
AAMA 450-06 2006
ASTM E1886-05 2005
ASTM E1996-09 2009
PA TAS 201/202/203 1994
Equivalence of Product Standards
Certified By
htip://www.floridabuilding.or};Ipr/pr_app_dtl.aspx`?param=wGEVXQwtLigvIl.4.vinuJRWcZ1... 5/6/2016
Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
FL # M
Method I Option D
02/16/2016
02/16/2016
02/17/2016
04/12/2016
Page 2 of 2
Back fQnYt
hit -4 4
The State of FiWnda'S an AMME errpky0t. Z
Under Florida taw, email addresses are public records. If you do not warm your a -mal address released in response to a public -records request, do not send
alearonic mail to this entity. Instead, contact the office by phone or by traditional rnall. if you have any civestrons, please contact 850.487.1395. -Pursuant to
Section 455.275N.), Florida statutes, effective October 1. 2012, kcensee5 licensed underChapter 455, F.S. must provide the Department WO an email address it
they have one. The arnails provided may be used for official communication with the limlisse. However email addresses are public record. If you do not wish to
supply a personal address, please provide he Department With an email address which can be made available to the public. To determine It you are a licensee, under
chap*er 455, F.S, please click hem .
P,*o uct Apprrvai
aj W--- -ii 01,
uritv'8o
http://www.floridabuilding.org/Pr/loT__appjtl.aspx?param=wGEVXQwtDqvlHvmuJRWcZl... 5/6/2016
odel, Number or Name Description
952011 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 FL9520. R6 11 CWS -8- Q in Mull, IMP).r)df
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 EU529 R6 6L Lv!'2lEej2 LW5-8.368 (3 is Mull. IME),pd
Created by Independent Third Party: YesandEvaitiationReportforcompletelistofLimitationsand
Conditions of Use.
9520.2 14' 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 11 CWS -837A (4 in -Moll, IMP),ndf
Approved for use outside HVNZ! 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 FL95Z R6 AE EvalRerl CYTS 837A t4 in Mull IMP} od€
Created by Independent Third Party! YesandEvaluationReportforcompletelistofLimitationsand
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 R6 II CWS -838A (5.5 in Mull, IMP).yd
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
Created by Independent "Third Party: YesandEvaluationReportforcompletelistofLimitationsand
Conditions of Use,
Back fQnYt
hit -4 4
The State of FiWnda'S an AMME errpky0t. Z
Under Florida taw, email addresses are public records. If you do not warm your a -mal address released in response to a public -records request, do not send
alearonic mail to this entity. Instead, contact the office by phone or by traditional rnall. if you have any civestrons, please contact 850.487.1395. -Pursuant to
Section 455.275N.), Florida statutes, effective October 1. 2012, kcensee5 licensed underChapter 455, F.S. must provide the Department WO an email address it
they have one. The arnails provided may be used for official communication with the limlisse. However email addresses are public record. If you do not wish to
supply a personal address, please provide he Department With an email address which can be made available to the public. To determine It you are a licensee, under
chap*er 455, F.S, please click hem .
P,*o uct Apprrvai
aj W--- -ii 01,
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http://www.floridabuilding.org/Pr/loT__appjtl.aspx?param=wGEVXQwtDqvlHvmuJRWcZl... 5/6/2016
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
Apri1'27, 2015
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: 'Phis 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, -IA, -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:
o 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
o 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.
WREmt1!
No 58201 %
t 4/27/2015
P'.' STATE OF
Lucas A. Turner P.E.
Via+
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FL PE #58201
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F (110t4it;
Lucas A. Tumer
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2015-04-27 21:00-041 0
REQUIRED INSPECTION SEQUENCE
B P# - -krLl> Address:
gUILdDdNG PERMIT= _ LE,CTRICAd. t."' M
Min Max Ins ection 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)
REVISED: June 2014
Min I Max
Electric Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
i i
Mechanical Roug
Mechanical Final
Gas Unde
Gas Roug
Gas Final