201 Lakewood Dr - BR18-004470 - WINDOWSOTY ,
S,NFORD
FIRE DEPARTMENT
Building & Fire Prevention Division
PERMIT APPLICATION
Application No: / 3— Li L.J - D
Documented Construction Value: $ 6,808
Job Address: 201 LARKWOOD DR SANFORD, FL 32771 Historic District: Yes NoF
Parcel ID: 34-19-30-518-OE00-0010 Residential[—] Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use[] Move
Description of Work: REPLACE 1 DOOR W/IMPACT. SIZE FOR SIZE.
Plan Review Contact Person: LINA Title: PERMIT MANAGER
Phone: 954-7924415x243 Fax: 407-4728380 Email: orlaodnopinzits@fhaproducts.com
Property Owner Information
Name RANDALL, ANDREW A; RANDALL, MICHELE P Phone:yr,l}- &Z
Street: 201 LARKWOOD DR
City, State Zip: SANFORD, FL 32771
Resident of property? : OWNER
Contractor Information
Name FLORIDA HOME -IMPROVEMENT ASSOC. Phone: 954-7924415
Street: 3044 SW 42 ST.
City, State Zip:
Name: N/A
Street: N/A
HOLLYWOOD, FL. 33312
City, St, Zip: N/A
Bonding Company:
Address: N/A
N/A
Fax: 407-4728380
State License No.: CGC061890
Architect/Engineer Information
Phone: N/A
Fax: N/A
E-mail: N/A
Mortgage Lender: N/A
Address: N/A
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application 4(14,
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. CD
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.
r C> A U_
c
Signature of Owner/Agent Date ontractor/Agent Date § _C)
Print Owner/Age s Name Print Co or/Name Q
Se,
v
O [ /( `c
Signa a of to of Florida Date S , otary-State of Florida ate ao n
PaulPaulNorman
P
Notary Public P g tj& ` it .
AA State of Florida
Owner/Agent is $"er i 3/10/2620 Contractor/Agent is Verson l Me or
Produced ID Type o Produced ID ` 'Type'OfTO l;i, k'I` 970MI
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: Ski /• H-1 R
Revised: January 1, 2018 Permit Application
SEMINOLE COUNTY MULT/%UR/SD/CTIONAL
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint: Luis Collazo and Mawrys Rodriguez
an agent of: FL 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):
All permits and applications submitted by this contractor.
Or
The specific permit and application for work located at:
201 Larkwood Dr, 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 Holder:
STATE OF FLORIDA
COUNTY OF SCA& .4,\-e__
The foregoing instrument was ackno//wledged before me this day of A
20, by 4d""vi( JA21 f who isNIA personally known to me or
who h produced as identification
and 7d"id (did not) take an oath.
of Notary
Paul NormanNormyIiVan
PY VUe .?d 9't !' U
State of Flonda
OF g My Commission Expires 311011020
Commission No. FF 97043
al kw-""
Print or type Notary name
Notary Public - State of
Commission No.
My Commission Expires:
11 SCPA Parcel View: 34-19-30-518-OE00-0010 Page 1 of 2
fPSMIR&
Property Record Card
Parcel: 34-19-30-518-OE00-0010
Sr:Mraou=coLWrv,monn, Property Address: 201 LARKWOOD DR SANFORD, FL 32771
Parcel Information Value Summa--ry
Parcel 34-19-30-518-0E00-0010
Owner(s) ANDALL, ANDREWA
ANDALL, MICHELE P
Property Address 201 LARKWOOD DR SANFORD, FL 32771
Mailing 201 LARKWOOD DR SANFORD, FL 32771-3642
Subdivision Name IDYLLWILDE OF LOCH ARBOR SECTION-4
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(1998)
MD
J
128.96
10`82 3D
I.ARMhr O D C•R
r
Legal Description
LOT 1 BILK E
IDYLLWILDE OF LOCH ARBOR
SEC 4
PB 16 PG 100
Taxes
O
2019
s
Working I2018 Certified
ValueValues Valuation
Method Cost/Market Cost/Market Number
of Buildings 1 1 Depreciated
Bldg Value , $133 062 $127,403 Depreciated
EXFT Value 1 $10,124 $9,437 Land
Value (Market) 1 $45,000 1 $45,000 Land
Value Ag 1 Just/
Market Value ** $188,186 $181,840 Portability
Adj - - - - - - - Save
Our Homes Adj $61,536 $57,795 Amendment
1 Ad/ $0 -- $0 P&
G Adj - - $0 - - - $0- Assessed
Value $126,650 1 $124,045 Tax
Amount without SOH: $2,632.37 2018
Tax Bill Amount $1,547.60 Tax
Estimator Save
Our Homes Savings: $1,084.77 Does
NOT INCLUDE Non Ad Valorem Assessments Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 126,650 50,000 76,650 Schools
126,650I 25,0001 101,6501 City
Sanford 126,650 I 50,000 { 76,650 SJWM(
Saint Johns Water Management) 126,650 50,000 1 76,650 County
Bonds 126,650 1 50,000 ! 76,650 jSales
Description
Date Book Page Amount Qualified Vac/Imp WARRANTY
DEED 5/1/1997 4
03234
0508 99,900 Yes Improved WARRANTY
DEED 1/1/1973 00977 0302 37,300 Yes Improved Find
Comparable Sales Land
Method
Frontage Depth Units Units Price Land Value LOT
0.00 0.00 ' 1 $45,000.00 $45,000 IBuilding
Information Is
Bed/Bath count incorrect? Click Here. Description
Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/Effective 1 (
SINGLE 1973 6 4 I 2_0 1,689 . 2,434 2,289 ! CONC $133,062 ' $177,416 1 Description Area FAMILY
BLOCK http://
parceldetail.scpafl.org/ParcelDetaillnfo.aspx?PID=3419305180E000OI O 10/22/2018
REQUMD MPECTION' SEQUEN.CF
31?ff- 4LA—tiz) AMirp-we!
15m.10E 73PAUT
Footer Sdthaek
Remwa-11
Ebund'atio3i/Form Board -Survey
SlablMmio Kab-Prepour
Lintel / Tie- Beam / Fill Down Cell
i Sheathing Walls'
Sheathing—,' Raof.
I Roof Dry In
Frame
insulation Rough In
Firewall S'er'ew Pattern
Drywall / Sheetrock
Lath insec'tiohIR
nalSolar Finar
Roof Final
Race& /,Siding Insulation
Emia Final
Utility; Building- FinalDoor
Final Wfncfo'
w FinalScreen.
Room Final.. Pool
Spreen Enclosure. Mobile Home
Building -Final Pre. -Demo
Final' Demo
Final Single
VamiT3, R-esfffence, Final.- guildin'
g (Other) E M.
1 Mn F
Eleatdic. Underground
Foofei /' Slab
Red Bond Electric Rough
T.U.
Q. Pre -Power
Final A Electric
Final M Mar.
Lai InspeWon
D(
Bscidpflon d Plumbing
U-Mergound PIUMWngSewer
Plumbing Tub.
Set.' Plumbing Final
Max Mug=
on D-eselrnje onI . Mechanical
RoughMechanical.Ffnal
max IICTmaRecaom'
Des-C a-oM* GrasUnderground -
Gras Rough
Gas. Fin!
al REVISED., Jbne
2Cf14
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst#20181y27092 Book:9245 Page:100; (1 PAGES) RCD: 11/7/2018 9:50:02 AM
REC FEE $10.00
THIS INSTRUMENT PREPARED BY:
Name: BARBARA ESPARZA
Address: FLORIDA HOME IMPROVEMENT ASSOC.
8034 SUNPORT DR. #401. ORLANDO, FL- 328
NOTICE OF COMMENCEMENT
State of Florida
County of Seminole
Permit Number: Parcel ID Number: 34-19-30-51 &OE00-0010
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 1 BLK E IDYLLWILDE OF LOCH ARBOR SEC 4 PB 16 PG 100 :
201 LARKWOOD DR SANFORD FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
DOOR
OWNER INFORMATION:
Name: RANDALL, ANDREW A; RANDALL, MICHELE P
Address: 201 LARKWOOD DR SANFORD, FL 32771
Fee Simple Title Holder Cif 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
N/A
In addition to himself, Owner Designates N/A of
To receive a copy of the Lienor•s Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date Is 1 year from date of recording unless a
different date is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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 ffmyknowledgeand b ief
zP•. Gil %.A.r AQA,..> t
Owners Signature Owners Printed Name
Florida Statute 713.13(1)(g):' The owner must sign the notice of commencement and no one else may be permitted to sign Inhis or herstead'
State of County of L•e
The foregoing instrument was acknowledged before me this _ day of 14"1 20
by a?. GJ %4 4 Who is personally known to meAf
p,,'N't Mmaking statement
OR who has prr6c nCitfrication type of identification produce .
PRY Poem Notm PUb IC
state of Fonda
a VC,ommissimB pires 311012020
r ,orf ,7(_.,. C Notary Signature
r C1omm .pion NO r
H._ tl
t 1r _
yFl .i
Florida Home linprovzraerisi ocdoTel.407-472-MBI FLORIDAD
9034Suftpor"rA401 - 0d4tn;!aH.32s,:iD F HOME -IMPROVEMENT ASSOCIATES 14127
11f Jobs- qhqiL— Replacen)ent
Windows COMM 6A0 I! Name:
HomePort; OJE t k Bits. Phone; —
Al h Address: 213,
li 3AlG5rA?AV
ftMde and entered Into Ih4-!PdzJY e-Wwl andom"M
naMeVabQveQfthe at the vddves5 l'b"
W46CbWMCt0r,s9ree$ to Perfolm the work derx.ribedbdoOw- na:Voasaia
evot tbo, n 1:AAf;
glans lowAV- aaW Fhnd 1) Ran=,, e*11119 Mniuto bergol&('ed, I WJTl.,-.Fiv,,rvved Ituns are?,Ulytv be damaged,, kbnxid-fett' 'D 2) an "Is A' ,,
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peavlota oWw, bao this ged j No Arm Workother than nomol
inutat!. islobe dosm witiIs noted M4m) TheTOM ealw=, Paratip u0a a '
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nib
you undwmAmWi P*,z".- offt so,niava"d financial dccumrxatabrrarx }mu elan. T1,16 M4?= (amtfd the smur coi:
c-A ur IlW;lWtI"- Itmay not be 01WONJaN1)'IA9..Iybya sJ-d ChOrnIC Wdllr WQtMrfuo04"llb1bath us -I, wv 1
1, 1 IN WrT?0SWHERE0r" the
parties hepstri hwe Inw,"W tN,'Wllrall, under taaltls of the dqwd year Arsl&um Written, VW the Buyer ilmf Camel this tra
nsactian at anV TIMP Prior IV MOM9 hl an the WrIl huuhes5 d 3y after zhe dote &t this transacton. S,e* thoolucludzeedte of caqwVadonkem 6o, an
explanetign01.bright. Owner; CQrtraaor FHA RY: IA iN Hon*
Owners Association
Product Approval
Permit # ## 1 8- 4 4 7 0
Specification Form
SUILp
61Fa'RDo
Project Location Address 201 Larkwood Dr, SANFORD, F 327 1
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
1. Exterior Doors
Swinging
Sliding CWS 8900 FL11103.1
Sectional
Roll U
Automatic
Other CE
2. Windows viEVllFVVM
Single Hun INER
Horizontal Slider
Casement DATE
Double Hun
Fixed SANFORD ION
Awning A PERMIT ISSUED SHALL BE C DNSTRUED TO BE A
Pass Through AUTHORITY TO VIOI ATE CANCEL
NOT—A-S,
Projected ASIDE ANY OF THE PROVISION OF THE TECHNICAL
Mullions THE BUILDING
EVENT
Wind Breaker REQUIRING A CORRECTION OF ERRORS IN PLANS,
Dual Action 1.16NISTRUCTION OR VIOLA! IONS OF I HIS DE
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
including decimal)
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
Underla ments
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofing slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
Other
June 2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal)
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name WAYNE T. BURNETT
Please Print)
June 2014
FHA - DIAGRAP, SHEET
MWURE DATE
0/27/2011
r4
I Randall 1 764855 1 _
Florida Building Code Online Page I of 2
01Ri!,eS6C%A.9;,'
a
110 Isom
BCIS Home Log.16 User Registration Hot Topics Submit Surcharge I Stats & Facts 1 Publications €BC Staff I SCIS Site Map Links Search •
ba rd r
m
USER: PubliaPprDYalProductcUser
Product Approval Menu > Product or Aoolication Search Application Lis f > Application Detail
v t FL # FL11103-R3e
ApplicationType Revision Code
Version 2017 Application.
Status Approved Comments
Archived
O Product
Manufacturer Custom Window Systems Inc. Address/
Phone/Email' 1900. SW 44th Avenue Ocala,
FL 34474 352)
368-6922 Ext245 kpine@cws.
cc Authorized
Signature Kevin Pine kpine@cws.
cc Technical
Representative Jay Lathrop Address/
Phone/Email 1900 SW 44th Ave Ocala,
FL 34474 352)
368-6922 Ext 291 jlathrop@cws.
cc Quality
Assurance Representative Arturo Monteverde Address/
Phone/Email 1900 SW 44th Ave Ocala,
FL 34474 352)
368-6922 'Ext221 amonteverde@cws.
cc Category
Exterior Doors Subcategory
Sliding Exterior Door Assemblies Compliance
Method, Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer R
Evaluation. Report,- Hardcopy Received Florida
Engineer or Architect Name who developed' the
Evaluation Report Florida
License Quality
Assurance Entity Quality
Assurance Contract Expiration Date Validated
By Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Lucas
A. Turner PE-
58201 Keystone
Certifications, Inc. 07/
21/2020 Steven
M. Urich, PE 2
Validation Checklist - Hardcopy Received FL11103-
R3 COI EvaiReoort298C.Ddf Standard
AAMA/
WDMA/CSA 101/1.S.2/A440r05 ASTM
E1886-05 ASTM
E1996-05 TAS
201/202/203 Year
2005
2005
200S
1994
http://
www.11oridabuilding.or(T/pr/pr_app dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 12/14/2017
Florida Building Code Online Page 2 of 2
B
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBG Approval
Date Approved
Summary of Products
Method 1 option D
09/28/2017
09/29/2017
10/02/2017
12/12/2017
FL # Model, Number or Name Description
11103.1 SGD-8900 PVC Sliding Glass Door. SGD-8900 PVC Sliding Glass Door.
Limits of Use Enstallation Instructions
Approved for use in HVHZ: Yes FLI IJO3 R3 11 CWS-298C.odf
Approved for use outside HVHZ:. Yes Verified: By: Lucas A. Turner 58201
Impact Resistant: Yes Created byIndependent Third Party: Yes
Design Pressure: +60/-60 Evaluation Reports
Other: Large Missile; DP = +/- 60 psf, Max. panel size 4' x FL11103 R3 AE EvalReport298C.odf
8'. Config. include OXXO, OXO, OX, XO. Glass complies to Created by Independent Third Party: Yes
ASTM E1300-04.
Back Ne-
Contact. Us:i 2601 Blair Stone Road?allanassee Fl- 32399 Phone: 850-487-1624
The State of Florida is an AA/EEO, employer. Conyriaht 2007-2013•State ofFlorida i:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under. Florida law, email addresses arepublic records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditionalMail.If youhave. any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an. email address if they
have one. The emails provided may be used for official communication with the licensee.. However email addresses are public record. It you d0 not wish to supply
a personal address,please provide theDepartment with an email address which can`be made available to the public. To determine if youare a licensee under Chapter'
455, F.S., please click'. here.: Product:
Approval Accepts: Imo)
RR --a: Credit
Card Safe
http://
www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgttaGsIp3Gvut... 12/1.4/2017
UNE ENGINEERING &
CONSULTING,
INC. 1239
Jabara Ave. North
Port, FL 34288 Ph.
941-380-1574 FBPE
C.O.A. #29779 Evaluation
Report 298C August
28, 2017 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 61 G20-3.005 (4). This product complies with the requirements of the 6 h Edition (
2017) Florida Building Code including, the High Velocity Hurricane Zone. The product testing standards
performed are outlined below. Technical
Documentation: 1)
This report, prepared by Lucas A. Turner, P.E., at 1239 Jabara Ave., North Port, FL 2)
Approval drawing CWS-298C, signed and sealed by Lucas A. Turner, P.E. 3)
Test Reports NCTL-210-3956-1 and -IA, from National Certified Testing Laboratories, Orlando,. FL
signed and sealed by Gerard J. Ferrara, P.E. a.
Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2/A440- 2008,
and ASTM E 1886/1996 2005 4)
Supplemental Calcs. to support CWS-298C, signed and sealed by Lucas A. Turner, P.E. Installation:
Units must be installed according to approval document CWS-298C. 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 inCWS'-298C 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
Kuraray (Dupont) SentryGlas Interlayer per Miami -Dade NOA # 14-0916.11 t Requires
Quanex (Mikron) white rigid PVC framing per NOA #17-0206.1 Ot t
I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`
h Ed. (2017) Florida Building Code for use in this product. Certification
of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in Custom Window Systems or in any company manufacturing or distributing products for which this
report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest in
any other entity involved in the testing or approval process of this product. F
JJ Lucas
No 582DI Turner
2017-
08-30 53 STATE OF 1 8/28/2017 16:
05+20:00 T•.t P; `e'• Lucas A. Turner, P.E. Fs• ,
o R • ' FL PE 458201
96" MAX
UNIT
SLIDING GLASS DOOR - IMPACT
191 1/8"
467/8" MAX UNITWIDTH
MAX
PANEL WIDTH A
T41314" nAxoLo
JNIT4EIGHT
X y O
MAX2" B 863/8"
GLASS
PANEL DLO
HEIGHT
eL= 1,Lt 6
I C
6 .
145 13116'
MAX UNIT WIDTH
86
41 3/4"
GLASSDLO
X 0318" O
GLASSDLO
C
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... .........1
SECTION VIEWS OXXO & GLAZING DETAIL..,..2
SECTION VIEWS OXO & XO................................
EXTRUSIONS & B.O.M......................................._4
ANCHOR SCHEDULE & NOTES ............................5
INSTALLATION DETAILS ............... __6
A ^m
s
96"
MAX UNITWIDTH
48718.
MAX
PANEL WIDTH
41314"-
GLASSDLO
nAXNIT
EIGHT
9MAX E O XPANEL
HEIGHT
86 3/8"
GUSSDLo
i
GENERAL NOTES: cwsgogffl• 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO WINDOW SYSTEMS fflCOMPLYWITHTHEFLORIDABUILDINGCODE (FBC), CURRENT EDITION AND
IS RATED FOR IMPACT USE IN WIND ZONE 4 AND HIGH VELOCITY 1900SW 44THAVE.
HURRICANE ZONE (HVHZ) AREAS AS DEFINED IN ASTM E 1996 PER THE FBC. OCALA, FLORIDA 34474WWW.CWS.CC.
2. GLAZING DETAIL: (SEE SHEET 2)
3. APPROVED CONFIGURATIONS: "DXXO", 'OXO", %0", "OX" 8900 PVC
4. DESIGN PRESSURES: SLIDING GLASS
NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS DOOR - IMPACTTABLESASTME-1300-04e01109.
POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER
INFILTRATION TEST PRESSURE,AND GLASS TABLES - 30 0ASTME-1300-04eD1/09:. H w y W 0
woo <zw5. ANCHORAGE: THE 33 1/3% STRESSINCREASE HAS NOT BEEN USED IN. THE w z_:O Z K - - - Om DESIGNOFTHISPRODUCT. SEE. SHEET 6 FOR INSTALLATION DETAIL N 3* 2 IIIWIND
LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR Z z m o~ Lu _ CALCULATIONS.
00 OFOO Lj p F . Z6
APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT Z I- O'
1 U w D U - REQUIRED.
Y F.Zu.zou_o a¢
g.¢ 0wF,FZ.- 7. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS FULLY H O,o j p 2 WELDED.. Z w (n a V.w a0
j
8.
SERIESi MODEL DESIGNATION: SGD-8900, w 0 w CLao:3:a 9. THE DESIGNATION X-AND 0STAND FOR THE FOLLOWING: X=
OPERABLE SASH, O=FIXED SASH. t1naV,q'11 W10.
SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS. 5 pNORE rG!, 21?..
J. • 1.1. EXTERNAL WEEP SLOT = 1/4 x 1" LOCATED 4" FROM BOTH ENDS. No 58201 1
LucasTume
r
2017-
09-22 12:
26-04:00 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 IMPACTebft' OXO145-13/16" x 96" OXXO
I 191-1 /8" x 96" z
9/
22/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. NORTH
PORT, FL 34288 PH.
941-380-1574 GENERAL
NOTES AND ELEVATIONS
ADE
1 06/03/08 I
CWS-298 I C 1:
33.33 1 1 OF 6
SECTION B-B
PAIR OF ANCHORS AT EACH CLIP.
SEE SHT 6 FOR SPACING
7
QUANEX DI
IG SPACER
SECTION C-C
FIXED PANEL ATTACHMENT
NOTE
INSTALLATION WITH NO SILL RISER ALLOWED ONLY WHERE
WATER INFILTRATION RESISTANCE IS NOT REQUIRED.
1:1.33
1" OVERALL
3116" TEMPERED
318" AIRSPACE
7116' LAMINATED GLASS
31W ANNEALED GLASS
090 SENTRY GLASS IONOPLAST INTERLAYER
3/16" ANNEALED GLASS
111
PURFECT GLAZE-H'
SIKAFLEX 552
13/16' GLASS SITE
0=000WINDOWSYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT
Q z 3 <Zs
O w o oW oZWJOZoZ~
O R0n i 00_3:E
Z Zxi<WopOOI-O <=I..,K00[n~Z0-rrna0Z- -ZHOOQO_Z 006 ZDUVI-'3 1upM0z0tz
It0220Knw w
d It0 co0w0 (LM
F- Off. w W O
z-
9/22/2017
LUCAS A. TURNER, P,E,
FL PE # 58201
1239 JABARAAVE.
NORTH PORT, FL 34288
PH. 941380-1574
SECTION VIEWS - OXXO
AND GLAZING DETAIL
ADE 06/03/08
VG*. REV.:
OWS-298 C
SHEET
1:2.63 20F6
wlNoow srsT>:rts
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
33 i6 8 0 1 3 13- 7 4 26.1 25
8900 PVC
p SLIDING GLASS
DOOR - IMPACT
3: aZ0 O
6 moz
Z W J O
ZEI
Lj Sj i o Z0ZE>Z.0LL
O Z W Q - M S
O O Q
U o p UK=Op' 00Fza-P0a.
0 Z_7-ZI-M0OzOdzp0
1 2 0 3 34 19 4 6 30 1 QpWO Za70pyp§0-.
LL.nWN0JDi--
SECTION D-D a a of O rn
p wr0 °uix .0)
iCL
GENgFG N,
No 58201
18 26 13 4 7 33 J21 0 9
STATE OF t 4
SIONAL8
9/
22/2017 LUCAS
A. TURNER, P.E. FL
PE # 58201 1239
JABARA AVE. 1
1 30 33 6 24 1s 2 NORTH PORT, FL 34288 PH.
941-380-1574 SECTION
E-E SHEET DESCRIPTION: SECTION
VIEWS - OXO AND
XO/OX DRAWN
BY: DATE: NOTES:
ADE 06/03/08 1.
ITEMS NOT SHOWN FOR CLARITY: 10, 26-32 DWG* REV.: 2.
VERTICAL SECTION CAN BE SEEN ON SHEET 2. CWS-298 C SCALE:
SHEET 1:
2.63 3 OF 6
5
P
5 15/16"{
158" r
LIM" 24
1/8" L L
PVC OUTER FRAME -:6042 REINF. - 1993.
3 3
22 1 N-41s6 810 x z, h AN HE4D PHIL, sMs en51tNAL STEEL PVC PNL INTERLOCK - 6060 PVC PNL LOGKSTiCE-6059 PVC INTERLOCK - 6033235.1775 REINFORCEMENT ALUM., PANEL KEYMARK ALUM
26. S-1597 ICOVER, FAD PANEL CLIP KEYMARK ALUM
27 S-1930 PANEL TRACK, ALUMINUM, SGD, SILL KEYMARK ALUM - 1122" L2 1/16" 28
S-1726 REINFORCEMENT; ASTRAGAL, SGD KEYMARK ALUM 29
S-1737 HIGHRISE SILL, ALUMINUM KEYMARK ALUM d 6 30
S-6037 GLAZING BEAD 1.00", SGD MIKRON PVC ( 26 31
S-6041 TRACK, SCREEN rSGD MIKRON PVC 32
S-6046 SUPPORTWELD, SGD MIKRON :PVC 33/16" - 1/16" 31118" 2518" 33
GLASS (SEE SHEET 2)...... 34
H-6044 SCREEN CHANNEL-IMIKRON PVC 35
S-6045 ISCREEEN ADAPTOR MIKRON PVC 36
I P-4278 : WSTP., 0;2" X 1.25" DUST PLUG ULTRAFAB 37
1 S-1764 ISILL THRESHOLD COVER (8900). KEYMARKr. ALUM PVC
ASTRAGAL - 6043 DUST
PLUG ULTRAFAB - PVC 'INTERLOCK SNAP - 6061 FIXED PNL CLIP -4295 FIXED PNL COVER -1597 BACK
FIN. ULTRAFAB 211176"---j SULLIVAN .
PVC I- 21re" r^
F-5/8" 112' {1 3 1 t3116. I
I lftfi" _L_ ROLLER
TRACK - 1930 PVC
SCREEN ADAPTOR- 6045 SILL THRESH COVER -1764 7/
8' 2'
3116"— 2 1/16" 4
318" T 116" 3
11/8 - 1
112.,k703' 11/4"L16L
1--i-T PVC ,SCREEN
CHANNEL -6044 PVC TRACK FILLER :-6D40 FIXED PNL SUPPORT -1722 REINF. -1726
1 NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE SPECIFIED. FRAME CORNERS
SCREWED TOGETHER
1:10
VENT CONSTRUCTION
VENTS FULLY
WELDED 1:10
11116' I--
P IT23213116"
51i6" IIL
t/8"
REINF. -
1775 HIGHRISE -
1737 314" 2„ L
1 3/
4 —
Lk-- PVC WELDSUPPORT -
6046 7/16" 30
1 118"
1/
16" PVC
GLAZING BEAD -
6037 516" 9/16"
31
7716" PVC
SCREEN
TRACK -
6041 1900 SW 44TH
AVE. OCALA, FLORIDA 34474
WW1N.cws.cc.
8900 PVC SLIDING
GLASS DOOR -
IMPACT z
az3: owo
wwoo zoz
Cc?'t-
F-w zV-•'
S = z2 a R'w.Og.O'. OOrIZatZ-,MEL z0:3 =s5w
OZU2zolo o'U- 0Fw-l-F.
0- z 0,oww
zw 0OmN aou, No
58201 fY
STATE OP
btu.
lxz 912ti07 LUCAS
A.
TURNER,
P.E. FL PE # 58201
1239 JABARA AVE.
NORTH PORT, FL
34288 PH. 941380-1574
IEET DESCRIPTION: SOMAND EXTRUSIONSRAWN BY: - DATE: ADE
06/03/
08 NG#: REV.:
CWS-298 C
ALE` SHEET 1:2
4 OF
6
6" MAX.
TYP)
6" MAX. -FFNP) 16".. MAX. O.G.
fTRYPI 1
I
ANCHOR.LAYOUT
1. INSTALL TWO ANCHORS AT EACH LOCATION. SILL ANCHOR SPACING SAME .AS -HEAD,
2. SHIM AS REO'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4",. USE SHIMS WHERE SPACE GREATER THAN 1116"-ISPRESENT, LOAD BEARING SHIMS SHALL
c9gibm
WINDOW SYSTEMS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
WWW.CWS.CC
8900 PVC
SLIDING GLASS
DOOR - IMPACT'
z Z. sZ3,
t= pWO QwO.d.
o z,oz o zm
Z z=aw.WppOOHO ¢=F U Ur_n t-Za.
Z
f-vla
p U
I'u. O0Ow
D_lOrFHO— Z
w o"awowow
z—a
O -w 0 wa0. ww
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMSARE NOTALLOWED. T
r'
3. ANCHOR TYPE, SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS', SEE TABLE 1. SHEET 6. 9/22/2017
4. ALL INSTALLATION ANCHORS MUST BE MADE OF .OR PROTECTED WITH A CORROSION RESISTANT' MATERIALOR. COATING. DISSIMILAR. METALS. OR. MATERIALS. IN. CONTACTWITH PRESSURE TREATED WOOD MUST BEPROTECTEDTOPREVENTREACTION. AS A..TURNERLUG, P.E.
FL PE.
RNER
58201
5. INSTALLATION. ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM
SPECIFIED IN TABLE 1; SHEET 6. -
1239 JABARA AVE.
NORTH PORT, FL-34288
PH..941-380-1574
6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE, INSTALLATIONS
TO SOLID CONCRETE OR GROUT -FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS
SHEET DESCRIPTION:
BETWEEN THE PRODUCT AND SUBSTRATE. - - ANCHOR SCHEDULE AL
NOTES
7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 2"FOR MASONRY, A" FOR WOOD AND METAL.
DRAWN BY:
ADE
DATE:
06/03/08S. WOOD OR MASONRY OPENINGS, BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD. AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE.
SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1, SHEET 6. CONCRETE AND MASONRY' SUBSTRATES MAY NOT BE CRACKED, Dwctt: REV.:
9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENTVERSION OF THE REFERENCE DOCUMENTS: CWS-29B C
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS), FMA/AAMANVDMA 300(EXTERIOR DOORS). SCALE SHEET
1:20 5OF6.
TYPICAL HEAD ANCHORAGE
27/16" MIN, 1•- I
SEE TABLEE 8Y OTHERS I K/ / I SEETABL ENT
PERIMETER SEALANT
V I 1 / l I L— 1!4" MAX. SHIM
BY INSTALLER U I( / jjjjINSIDEANDOUT
TER
INSTALLATION ANCHOR
INIOR SEE
TABLE 1 SEALANT
BETWEEN SILL
RISER AND FRAME n, n BY INSTALLER PERIMETER.
SEALANT BYINSTALLER
INSIDE
AND OUT DO
NOT COVER WEEP
HOLES MIN. EMBEDMEN SEE
TABLE I SUBSTRATE
BY OTHERS SEE
TABLE 1 SEALANT
UNDER SCREW 2 7/16" MIN. EDGE DIST. HEAD
BY INSTALLER SEE TABLE 1 A
VERTICAL SECTION 6
TYPICAL SILL ANCHORAGE ZINTERIOR
1/
4" MAX. SHIM MIN.
EMBEDMENT SEETABLE1PERIMETER
SEALANT BY INSTALLER—i INSIDE
AND OUT SUBSTRATE
BY OTHERS SEE
TABLE 1 B
HORIZONTAL SECTION 6
TYPICAL JAMB ANCHORAGE TABLE
1: APPROVED INSTALLATION FASTENERS SUBSTRATE
TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. CONCRETE
2.0 K222 3" ONCRETE (
2.85 KSI MIN.) 3116" ELCO ULTRACON Y-3/4" 1" HOLLOW
OR GKOU I-I-ILLEU3" HOLLOW
OR GROUT -FILLED CMU (ASTM CAD) 3/16" ELCO ULTRACON 1-1/4" 2-1/2" 2X
MIN. SOUTHERN PINE (G=0.55) 3/16" ITW TAPCON 1-3/8" 1" 2X
MIN. SOUTHERN PINE (G=0.55) 410 WOOD SCREW 1-3/8" 1" 16
GAUGE (0.06(Y") MIN. STEEL STUD 010-16 HIL71 KWIK-FLEX OR ITW FULL THREAD 33
KSI YIELD MIN) TEKS SELF -DRILLING -.SCREW THRU 0.06d' 7/16" 1/
8" ALUM. (6063-TS MIN.) OR 10 GRADE 5 SELF -TAPPING / FULL THREAD 1/
8" STEEL (33 KSI MIN.) DRILLING SCREW THRU 0.126' FIXED
PANEL CLIP ANCHORS INTO: CONCRETE (
2.0 KSI MIN.) OR 3116" ITW TAPCON 1" 3" HOLLOW
OR GROUT -FILLED CMU (117 PCF MIN. FDED
PANEL CLIP ANCHORS INTO: CONCRETE (
2.85 KSI MIN.) OR 3116" ELCO ULTRACON 1-1/4" 2-1/2" HOLLOW
OR GROUT -FILLED CMU (ASTM CAD) 27116"
MIN, MIN.
EDGE DIST. SEE
TABLE 1 INSTALLATION
ANCHOR SEE
TABLE TWO
ANCHORS PER FIXED
CUP THROUGH PRE -
DRILLED HOLES 1/
4" MAX, SHIM FIXED
PANEL MIN.
EMBEDMENT SEE
TABLE.1 FIXED
PANEL EDGE
DIST. SEE
TABLE 1 12" yr LJ17
n6• MAX.
O.C. FIXED
PANEL CLIP CLIP
ANCHORS MUST BE
LOCATED A MINIMUM DISTANCE
OF 3" AWAY FROM
ANY MAINFRAME ANCHOR.
INSTALLATION
ANCHOR (
TYP) HORIZONTAL
SECTION FIXED
PANEL CLIP DETAIL B 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. WINDOW
SYSTEMS LLB 190D
SW.44TH AVE. OCALA,
FLORIDA 34474 WW
W.CWS.CC 8900
PVC SLIDING
GLASS DOOR -
IMPACT a
3 aza Z
WJC] Ir:gw IIIzoZD'r FW-. O
O1=-00¢QWOO Uz
Uvl
I-Z IL PU)0- OOUvj
UN zo
wp==..0z, YO}20.
owow
D.
n
D_
W>: WN I- IL n L
9/
22/2017 LUCAS
A. TURNER, P.E. FL
PE # 56201 1239
JABARA AVE, NORTH
PORT, FL34288 PH.
941-380-1574 IEET
DESCRIPTION: GENERAL
NOTES AND ELEVATIONS
LAWN
BY: DATE: ADE
06103/08 VG
1k REV,: CWS-
298 C ALE:
SHEET 1:
2.67 6 OF 6