HomeMy WebLinkAbout20-1218 City of Zephyrhills PERMIT NUMBER
' 5335 Eighth Street
Zephyrhills, FL 33542 BGR-001218-2020
Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: 01/13/2021
Permit Type: Building General (Residential)
Property Number Street Address
34 25 21 0090 00000 0010 1 37756 Neukom Ave
Owner Information Permit Information 0 0 0 1100ontractor Information
Name: JOSETTE CARIERA Permit Type:Building General(Residential) Contractor: B & H CONSTRUCTION OF
Class of Work:Alumiumn Package CENTRAL FL. INC.
Address: 37756 Neukom Ave Building Valuation:$32,300.00
ZEPHYRHILLS,FL 33541 Electrical Valuation:$0.00
Phone: (813)712-9676 Mechanical Valuation:$0.00
Plumbing Valuation:$0.00 �1 W
Total Valuation:$32,300.00
Total Fees:$307.50 7#1
,�
Amount Paid:$307.50
Date Paid: 1/13/2021 12:11:25PM
Prioject Description
INSTALL CARPORT,SHED
Application Fees
Building Plan Review Fee $102.50 Building Permit Fee $205.00
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each subsequent reinspection.
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 permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications add fee Must Accompany Application.All work shall be performed in
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#202021 2235 OR BK 10236 PG 2973 Page 1 of 1
12/15/2020 09:00 AM Rcpt:2237748 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles, Esq., Pasco County Clerk&Comptroller
Permit No. Parcel ID No 34 25-21-0090-00000-0010
NOTICE OF COMMENCEMENT
State of Florida County of Pasch
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real pmpW and in accordance with Chapfer713,Florida Statutes,
the following information Ie provided in this Notice of Commencement
1. Description of Properly:Parcel Identification No.34-25 21-0090-00000-0010
Streel Addne= 37756 Neukom Avenue Zephyrhills,Florida 33541
2. General Description of Improvement Carport,Shed,Concrete&Steps
3. Owner Information or Lessee 1Mormatfon if the Lessee combatted for the Improvement:
Cadera,Josetta
Name
5110 Chamalons Gate Blvd ZephyrMi is FL
Address city State
Interest In Property: Owner
Name of Fee Simple Titleholder.
(If different from Owner listed above)
Address City State
4. Contractor, Gres Beebe/B&H Construction of Central Florida.IqZ
Name
4025 Morris Bridge Road Zephyrhills FL
Address City State
Contractors Telephone No--
Surely.
Name
Address City State
Amount of Bond:S Telephone No.:
S. Lender.
Name
Address City State
Lenders Telephone No.:
7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713.13(1)(a)(Tj,Florida Statutes:
Name
Address city State
Telephone Number of Designated Person:
S. In addition to himself,the owner designates of_
to retNve a copy of the UencWs Notice as provide!in Section 713.13(1)(b),Florida Statutes.
Telephone Number of Person or Entity Designated by Owner.
9. Expiration date of Notice of Commencement(the e)pirstion date may not be before the completion of construction and final payment to the
contractor,but will be one yearfrom the date of recording unless a dfKerent date Is specified):
WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE E PIRA77ON 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 NOTICEr 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 gamely of perjury,I declare that I have read the foregoing notice of co nxment end that fa stated therein are true to the best
of my knowledge and belief.
STATE F 1
COUNTY t�G. pAMELAC:C00K X
:'' VD�'�
s Sig o or Lessee,or Owners or lessee's Authorized
FOfice orlPartnerlNianager
CommissfonA46168
My Co.Expires'May25,2027
••°F�••'',, BondeddvoughtutlonalfbYeryAssa SIgNa!�sT�itle!/OfCee /�
The fo ofA' W- i.2owby.701-f T/r' ( �YT CrQ .
as 6b3&r (type of authority,e.g.,officer,trustee,attorney in fact'for
eta p 0 tr>fmant was executed).
Personally Known,ha$Produced Identification❑ NotaitySignature O,r�
Type of Identification Produced Name(Print) /1�t° r—�
.813-780-0020 _ : . City of Zephyrhills Permit Application Fax-813-780-0021.
Building Department -
Date.Received ram- "
� Phone Contact for Permitting .813 782 "_1.064
Owner's Name Cariera; JOSette C: owner Phone Number . 813-712-9676
:Owner's Address. 6.1 10 Champio* Gate Blvd OwnerPhone Number
Fee Simple Titleholder Name Owner Phone.Number
Fee_Simple Titleholder Address
JOB ADDRESS 37756 Neukom Avenue Zephyrhills; Florida 33541 'LOT# 1
sus�IVlsloN Grand Horizons-Phase Four PARCEL iD# 34-25-21-0090-00000=0010
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT SIGN _ 0 = DEMOLISH
�. INSTALL ® REPAIR
PROPOSED USE 0 SFR, 0 COMM = OTHER
TYPE.OF CONSTRUCTION = BLOCK Q FRAME = STEEL =.
-DESCRIPTION OF WORK Carport; Shed;.Concrete &Steps
-BUILDING SIZE SQ FOOTAGE 659 HEIGHT.
®BUILDING $32300.00 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE _ _ PROGRESS ENERGY Q W.R.E.C.
Le=PLUMBING $ r,
=MECHANICAL $ - VALUATION OF MECHANICAL INSTALLATION
=GAS ROOFING Q SPECIALTY .0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER /, _ L' COMPANY B & l l.Constructl0rl Of of Florida,-II1C.
SIGNATURE ��j REGISTERED Y/N I -.FEE CURREN
Address 4025 Morris Bridge Road Zephyrhills Florida 33543 License# CBC057782
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN- Y/N
Address License#
PLUMBER COMPANY-
SIGNATURE REGISTERED Y'/N' FEE CURREN
Address F License#
MECHANICAL COMPANY
. :SIGNATURE REGISTERED Y/N FEE CURREN. Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREN Y/N
Address License#
:,tE;If:i_1E_1f.1r_�.IF_1f_[.1;:�.1f•,�_�.1[Ii_le,If:[.I�.i_i.�.IE..I<.1[.1�_�'.If_i,.#1�tE;f�.tr.3:lf..lt':.tri.lf.1<Ir�Ir:1f_t�1f-I�.tf_�.i_��t<;tf.�_tfi.f.tt;_tf.1f..�.:ff��.lf_i1�-1L.1 . . •
RESIDENTIAL- - Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fonts;R-O-W Permit for new construction;
Minimum ten.(10)working days after submittal date._Required;onsite,Construction,Plans,Stormwater Plans wt Silt Fence,installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/large projects
CQMMSItC1AL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W,Permit for new construction.
Minimum ten(10)working days after submittal date.Required onsite,Construction Plans,Stormwater Plans w/'Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects:All commercial requirements must meetcompliance
SIGN PERMIT . Attach(2)sets of Engineered Plans:
'***PROPERTY SURVEY.required for all,NEW construction.
Directions: .
Fill out application completely. _
Owner&Contractor sign back of application,notarized
If,over.$2500,a Notice of Commencement is required.-(AIC'upgrades over-$7500)
* Agent(for the.contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles- Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020- City of PP
Ze h rhills Permit A iidatiO n Fax-813-780-0021
P�y
Building Department .
NOTICE OF DEED RESTRICTIONS:The undersigned.understands that this permit may be subject to"deed"restrictions"which may be more,restrictive
than County,regulations.The undersigned assumes responsibility for compliance with any applicable.deed restrictions.
UNLICENSED.CONTRACTORS AND CONTRACTOR-RESPONSIBILITIES:If the owner has.hired a contractor or contractors.to undertake work,they
may be required to be license_d in accordance with state and local regulations.If the contractor is not licensed as required by law,both the owner and
contractor may be cited fora misdemeanor violation under state law.If the owner or intended contractor are uncertain as to what licensing requirements
may apply for the intended work,they are.advised to contact the Pasco County Building Inspection Division=Licensing Section at 727-847-8009:
Furthermore,if the owner has.hired a contractor or contractors,he is advised to have.the contractors)sign portions of-the"conteactor.Block".of this
application.for which they will be responsible.If you,as the owner sign as the contractor,that may be an indication that he is not properly licensed and.is
not entitled to permitting privileges in Pasco County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES:The undersigned understands:
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings,or
expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07,as amended:-The undersigned-also understands,that
such fees,as maybe due,will be identified at the time of permitting.Itis further understood that Transportation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a"certificate of occupancy"or final power release..If the project does not involve.a certificate of.occupancy or final
power release,the:fees"must be paid prior to permit issuance:Furthermore,if Pasco County Water/Sewer Impact fees are due,they must be:paid prior.
to permit issuance in accordance with applicable Pasco.County ordinances.:
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended):If valuation of'work is$2,500.00 or more,I certify that I,the applicant,
have been:provided with.a copy of the"Florida Construction Lien Law—Homeowner's Protection Guide"prepared by.the Florida Department.of: .
-Agriculture and Consumer_Affairs.If the applicant is someone other than the"owner",I certify that,l have obtained a copy of the above described
document and promise in good faith to deliver It to the"owner"prior to.commencement.•.
CONTRACTOR'S/OWNER'S AFFIDAVIT;I certify that all the information in this'application,is accurate:and that all work will be done in compliance with
all applicable laws regulating,construction;zoning and land development.Application is hereby made to obtain a permit to do work and installation as
'indicated.I certify that no work or installation has commenced prior to issuance of a.permit and that all work will.be-performed to meet standards of all .
laws,regulating construction,County and City-codes;zoning regulations,and land development regulations in the jurisdiction.I also certify-that I
understand that the'regulations of other govemment agencies may apply to the intended.work;and that it is my responsibility to identify what actions.I
must_take to be in compliance.Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads; Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment:.
- Southwest Florida. Water. Management .District-Wells, Cypress -Bayheads, Wetland Areas; Altering
Watercourses.
- Army Corps of Engineers-Seawalls,.Docks;.Navigable Waterways:
- Department of Health & -Rehabilitative Services/Environmental'Health Unit-Wells, Wastewater Treatment,
Septic Tanks. -
- US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
1 understand that the following restrictions apply.to the use of fill:
- : Use of fill is not allowed in Flood Zone W"unless expressly permitted.
If-the fill material is to be used in Flood Zone,"A"; it is understood that a drainage- plan addressing A. .
"compensating volume" will.be submitted at time of,permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is-to be used in Flood Zone"A in connection with a permitted building using stem wall
construction, I.certify thatfilfwill be used only_to fill the area within the-stem wall.
- If fill material is to be.used in: any.area; I .certify that use.of such fill will not adversely affect adjacent - ..
properties. If use-of fill is.found to adversely affect adjacent properties,,the owner may be•cited for violating
the'conditions.of the building permit issued under the attached permit application,:for lotsaess than-one (1)-
acre which are elevated by.fill, an engineered drainage plan.is required:
If.l am the AGENT FOR THE:OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to
commencing construction. I understand that a separate permit may. required'for electrical work,plumbing,signs;wells,pools,.air conditioning;gas,.or
other installations not specifically included in the application.A permit issued shall be,construed to be'a license to proceed with the work and not as
authority to violate,cancel,alter,or.set aside any provisions of the technical codes,nor shall issuance of a'perm it prevent:the Building Official from
thereafter requiring a correction of errors in plans,construction or violations of any codes.Every-permit issued shall become invalid unless the work
authorized by such permit is commenced,within six months,of permit issuance,or if work authorized by the permit is suspended'or abandoned for a, .
period of six(6)months after the time the.work is commenced.An extension may be requested,in writing,from.the Building Official for a period not to
exceed,ninety(90)days and will demonstrate justifiable cause for the extension.If work ceases for ninety(90)consecutive days,the job is considered.
abandoned:
WARNING TO OWNER: ,YOUR,FAILURE TO,RECORD:A NOTICE;OF:COMMENCEMENT MAY. RESULT:IN,YOUR .
PAYING TWICE FOR IMPROVEMENTS.TO YOUR PROPERTY. IF YOU INTEND.TO OBTAIN.FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF-COMMENCEMENT
- FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to-(or affirmed)before me this Subs rib and sworn J}�o(or q�.ffirmed)before-me this
by . . 2b- by: l i✓eG Ir18n
Who:is/are personally known to me or has/have produced Wh .isonall known ome:or has/have produced
F . . .
as identification. . as identification-
Notary PublicNotary Public'
Commission No. Commission No. �!lTO.q 7133
Amu L: Malakk,
Name of Notary typed;printed or stamped Name of No ry typed,.printed or stamped . .
AM L.MALATAK
:*� .:Commission#HH 047833 - .. .
A =Expires September 29,2024
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'1230 SW 16"Street.
Ocala FL 34478
'Voice 351.629.7571
Fax 352.629.8758
Cell 352.8953574
APPLICABLE.HOME
MODEL NUMBER: LE 5006.
SERIAL NUMBER:FL239-000-II=A011069AB
CUSTOMER: CARIERA
DATE: NOVEMBER 30,2020
RE:. . Addendum to installation instructions for Doublewides with
Site attached carport
To Whom It May:Concern:
This Home was constructed with Wall,framing for a Site Built attachment in accordance with
Skyline Corporation's-Addendum to installation for double wide homes. See attached print
Sincerely'
Scott Interdonat0,
Zone Manager .
■ _, Sec.: 4.
Addendum to Installation Instructions for p: Ill.: 51 Pig 91
BringingAmerii a Home DOublewldeS ------------------
with Site Attached Carport
Attach Carport directly to endwall
See Detail'A' Tle-Down:Straps'and Ground. framingpdoilo installing siding on
Anchors_req'd at 5'�.O.C. 20.0 max. endwall.
20'-0'max. max:at Wind Zone ll and W 0" '
O.C.max.at Wlnd Zone IIL
Carport Carport
Perimeter•blocldng required.4' Perimeter blocking required 4'-0"
force
e Support,De'sign and Connections
Support,Design and 0':'o.c.max.at'Carport area, for Carport and flashing 8 sidirig.by. o.c.max.a[Carport,area. Min.
Connections for Carport by Min.footing,size to he. others,and shall meet requlements footing size to he 16'k16k4"or
others,and.shall meet 2VyalN4":or equivalent: of local authority. equivalent.
requiements of local authority. -Field Installed Diagonal
Tie-Down Strap
Factory.Installed Vertical—.i Factory Installed Vertical r—► °°'
Tie-Down Strap. Tie-Down Strap.
Strap Angle H-See table.
See table. Typical Pier Typipl,pier
Third party listed root truss Typical Sidewall Application \yplcal ground anchor FTYpical Endwall Application
Site installed carport. Design 90".max..sidemll 108".max:.side*al 108"max.sideWml
and attachment by ethers. WiniiZone 11 or III - ..Wind Zone.11. Wind Zone III �•``��R?P r:�F
- _
___+ Factory Installed Max.. . Max. (H Max: (H)Max. Max. ��.�� Q��1sT6.9 G��'.'
(H). )Max...
• ; _____.jVinyl
ran may be Pier StrapBier Strap . Pier Strap i PE19600312 covered with Unit Height! Angle. Height .Angle. Height `Angle
odw ar Painted •.: • _-
metal. Width inches (Degrees) inches (Degrees) inches D reel % -o STAT.EOF 2�.
Attach Carport
pby o too�derWrail�o al �24 A8 ' 23.2 33' 16:4 :48 :23.2 - "%,9o��aMAIANP•'��``'���
authority. Siding 26 Or 28 48 20:3 36. 15:7 48 20.3 '�.,,ss� ......
Et,G��O`
Detail'A' 32. 48 19.0 34.5 13.9 48 19:0: ''�nUINi,A„u%%%%
12"min:pier height. For Triplewides use 26 or 28'wide Information. Jeffrey-T.
Third party listed Legault.PE
2014.07.16
Site installed carport..Design roof truss ®' 16:3838-04'00',
and attachment by others.
. - ---------- EAF*�
-+ - _ onrorme to
i -----�• _ Factory installed HUDMHCSS
---------------- rail m��e h .8/18I14
otes:
covered it 1)Applicable to all double or triple wide units at Wind Zone II or III. 20-psf max roof live load.9'max.
e�derior painted
metal. " sidewallheight. Carport roof to have a 8 psf max.dead load.and a 2'psf min dead load:.
Attach Carport to 2x10 rail as required by 2 Piers and footin re uiredunder main I-Beams r normal'requirements.
Carport designand local authority. ) gS q Pe,
3)1000 psf min:soil bearing capacity required.
Vinyl Siding 4)Tie-down straps and ground anchors to-rated for a minimum working load of 31501bs:
Alt:'Detail'A' 5)See Skyline Corporation-Manufactured Home Installation Manual for additional setup requirements
6)This addendum is not applicable to'5/12 roof pitch units.
fir
Professional Regulation
_
BOS Nome Log rtt }User Regitb4tibn ;j.Hotlbpics Submit Sutiaharge I Stets&Faeta Publicatlo're y Contact Us-{' aQS site Map I Liniis ! SeaicfiY{.
. r. ;•p!' Product Approval
`:� ?I'1 USEB:Putilit:"User."
.Product Approval Menu>Product or Annlicatlon Search>Application List>Applleatlon Detell
FL# FL16952-R2
Appllcation.Type Revision
Code Version 2017
Application Status Approved
Comments
Archived L i.
Product Manufacturer American Metals Supply,Inc.
Address/Phone/Email 3119 Queen Palm Dr
Tampa;fL 33619
(813)242-8100
Santos.Go62�alez@ameri6nmetaid.us
Authorized Signature Santos Gonzalez
Santos.Goiizalez@americanmetals.us
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Ernall.
Category Roofing
Subcategory Metal Roofing"
Compliance Method Evaluation Report from,a Florida Registered Architect ora Licensed
Florida Professional Engineer
l:a Evaluation"Report Hardcopy Received
Florida Engineer or Architect Name who developed Do Kim
the Evaluation Report
Florida License PE-49497
Quality Assurance Entity PRI Construction Materials Technologies,LLC
Quality Assurance Contract Expiration Date 05/24/202.2
Validated By 36mes L.Buckner,P.E..@ CBUCK Engineering
i:%1 Validation.Checklist-Hardcopy Received
Certificate of independence FL16952 R2 90 certificate of independence odf
Referenced Standard and Year(of Standard}
Equivalence of Product Standards
Certified"By
Sections from the Code
1504
1507.4
1609
2o02.4
Product Approval Method Method,2 Option B
.Date Submitted 01/10/2018
Date Validated. Oi115/2018
Date Pending FBC Approval 01/21/2018
Date Approved 04/10/2018
5umme :of products
Ft# Model,Number or Name Description
16952.1 3"Riser Aluminum Roof Panels 0.020 and 0.030"thlck z 3"x 12".wide riser roof.panels
Limits of Use instailation instructions
Approved for use in HVHZ:No, FL169S7 R2 11 2017 FBC AMS 3 Inch Riser Pan Install
Approved for use outside HVHZ:Yes Dwa.Ddf
Impact Resistant:N/A Verified By:_Do Kim PE 49497..
Design Pressure:'+48.6/-48.6 Created by Independent Third.Party:Yes
Other:For;use in outdoor.patio construction only.See Evaluation Reports
installation instructions for other_design_limitations. FL16052 R2 AE 2017'AMS Evaluation Raport odf
Created by.Independent Third Party:Yes
Contact Us c:2fi01,Blair Stn»e Rnaq.Tallahassee Ft.32349 phone:850.487-1824
The state of Florida is an WEEP employer.Coovdght 2007-2013 State.of Florida.::edyacv Statement::ACcessibilhv Statement t:Refund Statement -
Under Florida law,email addresses.are public records.If you do not went your email address reteased In response to a public=records request,do not send electronic
mail to this entity:Instead,contact the office by phone or by traditional mall.V you have arty Questions,please contact 850.487.1395.'spuisumt to section' -
455.275(1)(11oride Statutes,effk!mve October 1,2012,licensees licensed under Chapter 455,F.S:must provide the Departinant with an email address if they have
one.The'emalls provided may be used for official communication with the licensee.'However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can 5e made available to tilt public. determine If you a:e a licensee under Chapter -
455,ESq please tick lism:
-.P'iridu'ckApp'ruv81_Ac�e"ptsr r
LOW
Credit Card
safe
i
I AMERICAN METALS SUPPLY•ALUMINUM ROOF PANELS PRODUCT APPROVAL DETAILS:
AMERICAN - "
AMER 3119 Queen Palm Dr.'
METALS` Tampa,FL3301D BLDO CODE 6th Edit6l(7017)FWmABUDAING CODE
$ p(y" (e13)242 etoo D.O KI M
HYH7- NOTFORU58INHiw
IACAMNBa TO01�ALL A ABSOCIATES.LL0
- '� LIMDSOFUSM FORPATIOUSEONLY. CCNBULTING
CARPORTS STRUCTURAL
-PATIO COVERS ENGINEERS
SUNROOMS
SCREEN ENCLOSURES oosmnamo
`-•`J� � -CANOPUS T.ms riasn
- OTHM SIAMAR MINOR SIRUC IMM .
o.Tso• Notes: w Deu._baan
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6. Pmdulb impmtfer0.030"md0.074-Mik.=P.Uid3-RI=RoofPWWd;Te9RpoNo.:
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Prod u#Applrcvall
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Product Approval Menu>Ptpdact or Application Search>Aoolicatlon List>Application Detail
FL#" FL993-R16
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR."Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission If-necessary.
Comments
Archivedi
Product Manufacturer Kiriro,Inc
Address/Phone/Email 2703 College Ave.
Goshen,IN 46528
(574)535-1125.
rmanthey@lcli.com
Authorized Signature Rick Wright, .
rickw@rwbidgconsuitants.com
Technical-Representative
Mclress%Phone/Email
Quality Assurance Representative
Address/Phone/Email
-Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification,Agency American Architectural Manufacturers Assoclatlon
Validated By Ryan J.King,P.E.
E) Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) StandardYear
AAMAtWDMA/CSA 101/I.S.2/A440 2008
Equivalence of Product Standards
Certified By
Product Approval Method Method i Option A
Date Submitted 06/13/2019
Date Validated 06/1.9/2019
Date Pending FBC Approval 06/24/2019
Irate Approved 46126/2019
Summary.of.Products
FL# Model,Number or Name Description
993.1 a.9756 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8"
Annealed Insulated Glass with Nall Fin(Nominal Overall
Frame Size Max.46 x 61)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R16 C CAC FL993 R11 C CAC 993.1 AAMA
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+50.0/-50.0 , 11/18/2020
Other:See INST 993:1_for Installation Instructions.(Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 RIG II fa)Inst 993.1.odf
Verifled By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R16 AE (a)Eval 993.1,odf
Created by Independent Third Party:Yes
993.2 b.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8"
Annealed Insulated Glass with Nail Fin(Nominal Overall
Frame Size Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R16 C CAC (aj AAMA Cert 993.2.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 05/20/2024
Design Pressure:+50.0/-66.0 Installation Instructions
Other:See.INST 993.2 for installation Instructions.(Note- FL993 R16 II (a)Inst 993.2.)df
Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FI-993 R16 AE (a)Eval 993.2,odF
Created by Independent Third Party:Yes
993.3 Fc
50 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8"
Annealed Insulated.Glass with Nall Fin(Nominal Overall
Frame Size Max.48 x,72)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL993 R16 C CAC (a)AAMA Cert 993.3.odf
Approved for use outside HVHZ:Yes Quality.Assurance Contract Expiration Date
Impact Resistant:No 05/20/2024
Design Pressure:+25.0/-25.0 Installation Instructions
Other:See INST 993.3 for installation instructions.(Note- FL993$16 II (a)Inst 993.3 odf
Glazing Shall comply with ASTM E1300-04) Verified By:Lyndon E.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R16 AE (a)Eval 993.3.Ddf
Created by Independent Third Party:Yes .
993.4 d.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/W
Annealed Insulated Glass with Aluminum Nail Fin-(Nominal
Overall Frame Size Max:46 x 61)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R16 -C..CAC FL993 R11 C CAC 993.4 AAMA
Approved for use outside HVHZ:Yes CERT Ddf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+50.0/-50.0 11/18/2020
Other:See INST 993.4 for installation Instructions.(Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 1316 II (a)Inst 993.4.Ddf
Verified By:Lyndon F'Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R16 AE (a)Eva 993.4.odf
Created by Independent Third Party:Yes
993.5 e.9750.SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8"
Annealed Insulated Glass With Aluminum Nall Fin-(Nominal
'Overall Frame Size Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use.in HVHZ:No FL993 R16 C CAC FL993 R1I C CAC 993.5 AAMA
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+50.0/-66.0 05/20/2019
Other:See INST 993.5 for installation instructions.(Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 RI§ II (a)Inst 993.5.Ddf
Verilied By:Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
I FL993 k16 AE fa)Eval 993.S.odf
Created by Independent Third Party:Yes _
993.6 f 9750 SH'_ - Extruded-PVC.Single Hung Tilt Window"Non-Impact!1/8
Annealed Insulated Glass with Aluminum Naill-Fn-(Nominal
Overall Frame Slze Max.48 x:72)
Limits:of Use - _ Ceirtffication Agency Cert#fcca#e .
Approved for use in HVHZ:No F6993 R16 C 'CA FL993 Rif C CAC 993.E AAMA
Approved for use outside HVHZ:Yes CERRTp-df
impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressures+25.0/-25:0 05/20J2019
Other:See,INST 993.6 for ln5tallation instructions:(Note- Installation instructions
Glazing Shall comply with ASTM E1306-04) EL993 R16 Ii (a)Inst 993.6:odf
Verifled By:Lyndon 6 Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 K16 AE (al Eval993.6,01'
Created by Independent Third Party:Yes _
993.7 g.1800.0-11 VS Extruded Aluminum Vertical Sliding Window:"Non-Impact"
5/32"Annealed'Monollthlc Glass with'Nail Fin-(NominaI .
Overall Frame Size Max.30 z b0)
Limits of Use'- Certillication'Agency Certificate
Approved for use In HVHZ:No FLooj R16 C CAC FL993 R12.'C-CAC 993.7 AAMA
Approved for use,outside HVHZ:Yes CERT.odf
Impeet Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:t40.0/-50.0. 10/19/2021
Other:See INST 993.7 for Installation Instructions.(Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 R16'11 (a)Inst 993.7.odf
Verified By:Lyndon F Schinidt;.P.E.43409
Created by Independent Third Party:Yes.
Evaluation Reports
FL993 R16 AE'(aj Lval 993.7.odf
Created.by IndependentThird Party;Yes .
90.8: ;. h.18000-R VS - Extruded Aluminum Vertical Sliding Window"Non-Impact".
1/8"Annealed Monolithic Glass with Nall Fin-(Nominal
Overall Frame Size Max.30 x 60) -
Limits of Use -_ Certification Agency Certificate
Approved for use 1n.HVHZ:'No FL993 R16 C-CAC FL993'R11 C CAC 993.8 AAMA
Approved for use.outslde HVHZs Yes C€3T11df,
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+,40.0/-40.0 . 10/19/2021
-Other:See INST 993.8 for'Installatlon instructions.(Note- Installation Instructions
Glazing Shaii comply with ASTM E1300-04) ' FL993 R16 II (a)Inst 993.8.odf- _
Verified By:Lyndon F.Schmidt,P.E.43409
-.Created,by Independent Third Party:Yes
Evaluation Reports .
FL993 RIG AE (a)Eval'993.8.odf
Created by:Independent,Third,Party:.Yes
VS Extruded Aluminum Vertical Sliding.Window"Non-Impact"
993.9 I.18000 R
3/32"Annealed Monolithic Glass with Nall Fin-(Nominal
Overall Frame Size Max.40 x 63) ;
Limits of Use Certiricatlon Agency Certificate _ -
Approved for use in HVHZ:No. FL993 R16 C CAC FL993 R11 C CAC 993.9 AAMA
Approved for use outside.HVHZ:Yes OFRT:odP
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressurei+25.0/-25,.0. 03/23/2021
Others_See INST 999.9 for Installation instructions.(Note= Installation Instructions
Glazing Shall comply with ASTM E1300=04) 'FL993 R16 II (a)inst 93.9.pdf
Verified By:Lyndon F.Schmidt;P.E.43409
Created by Independent Third_Party:Yes
Evaluation Reports
FL993 R16 AE,(a Evai 493.9:odf
Created,by Independent Third Party:Yes
993.10 j.9730 SH with Transom Extruded PVC Single Hung Tilt_Window with integral Mulled
Transom"Non-Impact".i/8"Annealed Insulated'Giass with .
Nail Fin(Overall Frame Size Max.46.25"x 84.0)
Limits of Use - - - Certification Agency Certilficate
Approved for use in HVHZ:No FL993 'R16 C CAC 993,b AAMA,Cert.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
impact Resistants,No 03J23/2022
Design Pressure:N/A Installation Instructions
Other.-See INST 99110 for installation instructions.(Note- FL993 .R16 11 (a)Inst 993,10.ndf
Glazing Shall'comply with ASTM E1300-04) Verified By:Lyndon R Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R16 AE (a)Eval 993.10 Ddr
Created by Independent Third Party:Yes7 7-
.
993.11 k.9730 SH Twin with Transom Extruded PVC Integral Mulled Twin Single Hung Tilt Window
With Integral Mulled Transom"Non-Impact"1/8"Annealed_
Insulated Glass with Nall Fin(Overall Frame Size Max,72,5"
x 78.5)
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No F093 R16 C CAC (a)993.11 AAMA Cert(DP Pos 40 Neo
Approved for use outside HVHZ:Yes 40,odf
Impact Resistant:No FL993 R16 C CAC (a)993.11 AAMA Cert(DP Pos 40 Nea
Design Pressure:N/A 50).odf
Other:See INST 993.11 for installation Instructions.(Note_ Quality Assurance Contract Expiration Date
Glazing Shall comply with ASTM E1300-04) 07/11/2022
Installation Instructions
FL993 R16' II (a)Inst 993.11.Ddf
Verified By:Lyndon F.Schmidt,RE:49409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R16 AE (a)Eval 993.11.odf
Created by Independent Thlyd Party:Yes
993.12 C 9730 SH Triple Extruded PVC Integral Mulled Triple Single Hung Tilt Window
"Non-Impact"1/8"Annealed Insulated Glass with Nall Fin
.(Overall Frame Size Max. 109.0"x 68.0")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No .FL993 R16 C CAC (a)993.12 AAMA Cert(DP Pos 40 Nea
Approved for use outside HVHZ:Yes 40).odf
Impact Resistant:No F1,993'R16 C CAC (a)993.12 AAMA Cert(DP Pos 40 Nea
Design Pressure:N/A 50).Ddf
Other:See INST 993,12 for installation Instructions.(Note- Quality Assurance Contract Expiration Date
Glazing Shall comply with ASTM E1300-04) 04/24/2020
Installation Instructions
FL993 R16 II (a)Inst 993.12.Ddf
Verified By:Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R16 AE (a)Eval 993.12.Ddf
Created by Independent Third Party:Yes
0
Contact Us::2601 Blalr Stone Road.Tallahassee FL 32399 Phone:850-497-IS24
The State of Florida Is an AA/EEO employer.Cocydoht 2007-2013 State of Florida:::Privacy Statement::Accessibility Statement::Re rut Statement
Under Florida law,email addresses ere public records.if you do not want your e-mall address released in response to a public-records request,do not send electronic
Mao to this entity.instead,contact the office by phone or by.traditional mall.If you have any questions,please contact 85d.487.1395.-Pursuant to Section. .
455.275(3);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 ofiidal communication with the licensee.However email addresses are public record.'If you do not wish to supply.a,
personal address,please provide the Department with an'emall address which can be made available to the public.To determine If you area licensee under Chapter
455,FS.,please cock here.
Product Approval Accepts:
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' +:) :^ P,rodu�i:t approval
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Pr06c(AODrOVai Menu>pMq=or Rcation Search>App)jration LM>Application Detail
FL#. 1`1_12231-R4
Application Type Revision
Code Vi!mlon : 2017
Application Status Approved
Comments
Archived i
Product Manufacturer _ Style Crest Inc.
Address/Phone/Email 600 Hagerty-Drive
Fremont,OH 43420
(419)333-5835
lewis.pope@styiecrest.nek
Authorized Signature' Lewis Pope
lewls.pope@stylecrest.net
Technical Representative, Lewis Pope,
Address/Phone/Email, 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835.
lewis.pope@stylecrest.net
Quality Assurance Representative Lewis Pope
Address/Phone/Email 600 Hagerty Dr .
Fremont,OH 43420 lewis.pope@poly-foam.com
Category Panel,Walls
Subcategory Siding
Compliance Method Evaluation Report from a Florida Registered Architect Ora Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Eric J.Tompos P.E.
the Evaluation Report
Florida-License PE-63511
Quality Assurance Entity Architectural Testing,Inc:,an Intertek Company
Quality Assurance Contract Expiration Date 12/31/2020 .
Validated By William R:Heiden III,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL12231 R4 COI EJT COI.p,&
Referenced Standard and Year(of Standard) Standard Year
ASTM D3679 2011
Equivalence of product Standards
Certified BY Florida Licensed Professional Enginr or-Archltect
FL12231 R4 Eauiv STC062717-3ee2 E Uivalence of.Standards 2017-10-
06.ndf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/11/2017
Date Validated 11/21/2017
Date Pending FBC Approval 11/28/2017
Date Approved 02/13/2018
,,Summary of Products -
FL# Model,Number or Name Description
12231.1 Fairfield,Alpine Ridge and D4,DL4;D5 and DL5 Ccnflguratlons
Rldgeview.Vinyl Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No FU2231 R4 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2017-10-06.Ddf
Impact Resistant:No FL12231 R4 rI vinyl-Sidina-installation-Manual-2017,pdf
Design Pressure:+N/A/-59 Verified By:ICC NTA,LLC
Other:Design pressure varies based on the Installation Created by Independent Third Party:Yes
method.Please refer to the evaluation report for the proper Evaluation Reports.
design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10-
06.Ddf
Created by Independent Third Party:Yes .
12231.2 ~i, Harbour Crest,Spiegel Grove, D4,DL4,DL4.5,D5,DL5 and T3:33 Configurations
Addison Heights,and Sawmill Vinyl
Siding
Limits of Use Installation Instructions
Approved foruse In HVHZ:No FL12231 R4 II Installation Instructions Attachment Details'
-Approved for use outside HVHZ:Yes 2017-10-06,12df
Impact Resistant:No FL12231 R4 II Vinyl-Sidina-Installation-Manual-2017.Pdf
Design Pressure:+N/A/-74 Verified By:,ICC NTA,LLC
Other:Design pressure varies based on the installation Created by Independent Third Party:Yes
method;Please refer to the evaluation report for the proper Evaluation Reports
design pressure based on the Installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10-
06.odf
Created by Independent Third Party:Yes
12231.3 Oak Hartior,Bristol Bay and Town D4,DL4,DL4.5,D5,DLS Configurations
Square Vinyl Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2017-10-06,Ddf
Impact Resistant:No FL12231 R4 II Vinyl-Sid ina-Installation-Manual-2017.pdf
Design Pressure:+N/A/-59 Verified By:ICC NTA,LLC
Other:Design pressure varies based on the installation Created by Independent Third Party:Yes
method.Please refer to the evaluation report for the proper Evaluation Reports
design pressure based on the installation. FL12231 R4 AE Evaluation Report STC111111-8 2017-10-
06.Ddf
Created by Independent Third Party:Yes
1-2231.4 Pro Pride DL4.5 6rifiguratlons,
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 114.11.Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2017-10-06.odf
Impact Resistant:No FL12231 R4 Ii Vinvl-Sidina-Installation-Manual=2017.odf
Design Pressure:+N/A/-76 Verified By:ICC NTA,LLC.
Other:Design pressure varies based on the Installation Created by Independent Third Party:Yes
method.Please refer to the evaluation report for the proper Evaluation Reports
design pressure based on the Installation: FL12231 R4 AE Evaluation Report STC111111-8 2017-10-
06.Ddf
Created by Independent Third Party:Yes .
12231.5 Prospan Premium,Dura Span and T4,D5 Configurations
Pioneer Vinyl Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R4 II Installation Instructions Attachment Detaflc
Approved for use outside HVHZ:Yes 2017-10-06.Ddf
Impact Resistant:No FL12231 R4 II Vinyl-Sidind-Installation-Manual-2017.pdf
Design Pressure:+N/A/-37 Verified By:ICC NTA,LLC
Other:Design pressure varies.based on the installation Created by Independent Third Party:Yes
method.Please refer to the evaluation report for the proper Evaluation Reports
design pressure based on the Instaliabon. FL12 31 R4 AE Evaluation Report STCII i11-8.2017-10-
j Created b Inde ndent Third Pa Yes"
-- Y Pe Party:
12231.6 Select Series Beaded Siding and Beaded 6.5 Configuration -- - -
Leld ton Series Beaded Vinyl
Siding _
Limits of Use - installation Instructions
Approved for use in IMM No, FL12231-R4 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2017-10=06.odf
Impact Reatistaitt:No FL12231 R4 II Vinyl-Siding-installation-Manual-2017.pdf
Design Pressure:+N/N-74. Verified By:ICC NTA,LLC
Other:Design pressure varies based on the installation Created icy Independent Third Party:Yes
method.Please refer to.the evaluation report for the proper Evaluation Reports
design.pressure based on the installation. FL12231 R4 AE Edaluation Repork STC111111-8 2017-10-
06.Ddf
_-
Created by independent Third Party:Yes
12231.7 Select Series.Board and Batten and ; Board and Batten Configuration
Lexington Series Board and Batten l
I
Vinyl Siding
'Lir»its of Use - : Installation Instructions -
Approved for.use in HVHZ:No FL12231' R4 II-Installation instructions Attachment Details
Approved for use outside HVHZ:Yes 2017-10-06.odf
l Impact Resistant:No FL12231•R4 II Vinyl-Siding-Installation-Manual-2 17.r)df
Design Pressure:+N/A/-50 Verified BY:ICC NTA,LLC
Other:Design pressure varies based on the Installation Created by Independent Third Party:Yes
rrietftod:Please refer to the evaluation report for the proper Evaluation Reports
design pressure based on the Installation. FL12231"R4 AE Evaluation Report 5TC111111-8 2 17-10-
06.odf
Created by.Independent Third Party:Yes
12231.8. Tlmbermill"„ _: 94,S7 Configuration. .
Limits of Use.. - Installation Instructions:
Approved for use In HVHZ:No . FL12231 R4"I1 Installation Instructions Attachment Details
ApprovedlPor use outside HVHZ:Yes 2017-10-06.Ddf
Impact Resistant ;No FLSZ231'R4 1] Vinyl-Sid In-Installation-Menual-2017.odf
Deign Pressure._+N/A1-72 Verified By:ICC NTA,-LLC
.Other.Design pressure varies based on the installation i :Created by Independent Third Party:Yes
'method.Please refer to the e'yaluation report for the proper Evaluation Reports
design pressure based on the Installation. FL1223+1"R4 AE Evaluation Rgport SfC1I1111-8 201.7-10-
06,odf
•Created,by Independent`third Party:Yes
12231.9 - " __Tirribermlil Log Cabin Panel Siding Cabin Boat{56;5}.Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R4 II"Installation Instructions Attachment Details
,:Approved for use outside HVHZ:Yes 2017-10-06.Ddf
Impact Resistant:No FL12231 R4 II Vinvi-Siding-Installation-Manual-2017.pdf
Design Pressure:+N/A/-100; ;' 'Verified By:ICC NTA,LLC
"Other:Design pressure-varies based on the installation Created.by IndependentThird Party:Yes .
method.Please refer to the eyafuatlon report for the proper 'Evatuation Reports
design pressure based on the installation. FLI2231 R4 AE Emaluetipn Re04rt STC1 III 11-B 2017-10-•
Created by Independent Third Party:Yes
12231:10 „ Timberrnill Vertical Siding D5 Configuration
Limits of Use installation infstruetlons
Approved for use In HVHZ:No FL12231" R4 II Installation instrurtionsAttachment Details
Approved for use outside HVHZ:Yes 2017-10-06-odf
Impact-Resistanb'No FL12231 114.II Vinyl-Sidi -Instaiiatlon=Menua!-2017.pdf
Design Pressure:+N/A/757, Verified By:ICC NTA,LLC
Other: 10"oc Into OSB sheathing Created by Independent Third Party:Yes
Evaluation Reports
FLi2231 R4 AE"�yaluatipn Report STCIII111-8 2017-10-
- 06,pdf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stoma Road.Tallahassee FL 32399 Pho e*850-487-1024
The State of Florida Is an AA/EEO employer.Ctiavrioht 2007-2013 State of Florida:::wary Statement:;Am;ssibility Statement:_. Pond Statemaat
Under Florida law,email addresses are public records.If you do not want your e-mail address released In,response to apubllrrecords request,do not send electronic
'mail to this,era ty.Instead,contact the office by'phone or by traditional mall.If.you Have any questions,please•contact 850,487.1395.*Pursuant to Section -
45S.275(S),Florida statutes,effadtiv,October 1,2012,licensees licensed under Chapter 455,AS.must provide the Department with an email address If they have
one.The ema8s provided maybe used for of8dal communication with the licensee,However email addresses are public record;If you do not wish to supply a •
personal address;please provide the Department with an emalladdress which can be made available to the public.To determine if you area Ihnsee under Chapter
455,F.S.,"please dick here.•
!Product Approvgl'Accapts:
Credit Card
Safe
Installation Instructions: Attachment Details
.Table 1:Ailovuabte Pressures''? .
- -- Allowable Pressuretz:(pai)
Product Name Profile Thickness -NattB Sta�
Additional Product Names . a pies'
In
( ) 16!oc 12"oc '8"oc 16.,oc 8"oc
Pro Pride - DL4.5 0.038 76 - - is 144. T 9 16q
- - - - 64
49 of,12"do into OSB
DuraSpwi Proapan Premium D5 sheathing
0.040
(vertical application) Pioneer T4 37 psf,12"oc Into OSS
-sheathing
Fairfield Alpine Ridg9 or D4,DL4 g 044 120. — 170 78. --
- -
Itldgevievv D5,DL5. 1 50 122 59 --
Sated Series ---- Beaded' ;
- Lexington Series 0.044 74
Beaded Siding . . 6.5
Select Series Board. Lexington Series Board and: 0.048 50 — - 45
and Batten Board and Batten Batten
Spiegel Drove or 04,OL4, - -- 108 .
Harbour Crest Addison Helghts or DL4.5;,DS, 0.040 74 --- 174 1664
Savml•Ill DU,T3.33 !,
_D4,DU 120 — :f 176 78
Bristol.Bay or
Oak.Harbor 0.042 -
Town Square -
DUS,05, 59 -» 122 59
US _ -
Cabin
Timbermill Log
Cabin Panel Board 0'042 .100 —
(56,5)
D4 100 — -- — —
Timbermtll 0.042 -- -
S7 - 72 132 -
--Timbermill 57 psf,'10'od-into OSB -
(vertical application).: - 05 0.042 — --
sheathing:. .
'Allowable pressure detemilned in accordance with ASTM D3679-11.Accordingly,allowable test pressures were calculated us'ing'the following equation:;
DP=P/(0.36 x 1.5�,where Pr is the average static test pressure:
x Allowable pressure applies to the siding only.The strength of the structural sheathing,framing,and the withdrawal strength of the specified corrredors in
the structural framing must be designed In accordance with accepted-engineering practice by a registered design professional.
''Refer to Section 5.4 for fastener requirements and referenced test reports for additional details of histsitation.
*Second value Is for Double Stapled it 16'oc. - j l l 1111
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ti
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1.:The product illustrated satisfies the requirements for the Florlda Building Code Sixth Edition(2017)NOT Including
:HVHZ.
2. The'installation drawings depicted are in accordance with the,Florida Building Code and the manufacture's
installation,requirements..
3..The products must be installed over a minimum 7/16°wood structural panel sheathing(Plywood or OSS)with an
approved.weather resistive barrier placed under the siding
4. Flashing,must be installed as necessary,at all openings,penetrations or abutments,of dissimilar materials as .
required by the Building Code:
6. Wood framing installations are assumed to be 2X S=P-F(G=OA2)or denser.-For Installation Into wood framing use
1-112"long 11 Gauge roofing nails or 7/1.6°X 1=1/2"long X 16'gauge staples .
6.- The fastener must be able to penetrate not less that%inch into the framing or furring.A 1/16 to 1/32-inch space
shall.be between the fastener head(nail or staple)and the face of the vinyl nailing hem;so as,not to restrict
movement due to expansion and contraction. ♦♦,�G w "" ;
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Architectural Testing
TEST REPORT
Report No.: F6892.02-401-44
Rendered to:
CORDELL INTERNATIONAL
Ocala, Florida
PRODUCT TYPE: Side Hinged Door
SERIES/MODEL: Series 200 Steel 6-Panel Outswing Door
Title Summary of Results
Design Pressure ±1197 Pa(t25.00 psf)
Air Infiltration
Water Penetration Resistance Test Pressure
Uniform Load Structural Test_Pressure _.±1795 Pa(t37.50 psf)
Reference must be made to Report No. F6892.02-401-44, dated 06/27/16 for complete test
specimen description and detailed test results.
2250 Massaro Boulevard vvww,archtest.com www.intertek.com/building p• 813.628.4300
Tampa, FL 33619 f. 717,764.4129
a _
- Test Report No.: F6892.02-401-44
Report Date: 06/27/16
Aahit.etvrat resting Page 2 Of 8
. 1.0. Report Issued To: Cordell International
.5371 SE Maricamp Road .
Ocala;.Florida 34480
2.0, Test Laboratory: Architectu ra 1.Testing, Inc.,an Intertek company("Intertek-ATI") .
2250 Massaro'Boulevard
Tampa, Florida.33618
1-813-628-4300
3.0 Project Summary:
3.1 Product Type: Side Hinged Door
3.2 Series/Model: Series 200 Steel 6-Panel Outswing Door
3.3 Compliance Statement: Results obtained are tested values and were secured by using
the designated test.method(s). Test specimen description and results,are reported
fi6rein.
3.4 Test Date(s): 03/02/16
3.5 Test Record Retention End Date: All test records for this report will be retained until
March 2, 2020. .
3.6. .Test Location: Intertek-ATI test facility in Tampa;Florida.
3.7 Test Specimen Source: The test specimen was.provided by the client. Representative.
samples of the test specimen will be retained by Intertek-ATI,for a minimum of four
years from the test completion date.
3.8 Drawing Reference: The test specimen drawings have been reviewed by Intertek-ATI
and are representative of the test specimen reported herein. Test specimen
construction was verified by Intertek-ATI per the.drawings.located in Appendix C. Any
deviations are documented herein or on the drawings.
www.archtest.com www.intertek.com/buil.ding
Test Report No.: F6892.02-401-44
Report Date: 06/27/16
Architectural Usting
11 Page 3 of 8
3.9 Ust of Official Observers:
Name Company
Kyle Cordell Cordell International
Jack R. Hook Intertek-ATI
Gerald M. Middleton Intertek-ATI
Wilferson Simbert Intertek-ATI
4.0 Test Method(s):
ASTM E283-04 (2012), Test Method for Determining Rate of Air Leakage Through Exterior
Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the
Specimen
ASTM E330/E330M-14, Test Method for Structural Performance of Exterior Windows,
Doors,Skylights and Curtain Walls by Uniform Static Air Pressure Difference
ASTM E547-00 (2009), Test Method for Water Penetration of Exterior Windows, Skylights,
Doors, and Curtain Walls by Cyclic Static Air Pressure Difference
www.archtest-com www.intertek.com/building
�. Test Report No.: F6892.02-401-44
' ,. Report Date: 06/27/16
. . Architectnr:l Teatlno Page 4 of 8
S.0 Test Specimen Description:
S.1 Product Sizes:
Overall Area: -Width Height
1.8 m2(19.7 ftz) millimeters. inches millimeters" -
Overall size 902 35-1/2 Overall size 902 - -
Panel Size 910 35-13/16 Panel Size 910
S.2 Frame Construction:
Frame Member Material Description
Head/.Iambs/Sill Steel 19 gauge thickness.All steel was painted white,
Joinery Type Detail
All corners Welded Frame profiles were miter cut and welded. '
Corners at sill were sealed with silicone.
5.3 Panel Construction:
Pane!Member .. Material Description
Stiles/Rails LVL 1-5/16 wide by 2-1/32"high by
Lock Bore Block Spruce 3-1/2"wide by 11-3/4" high by 1-5/16"thick
Core Foam Urethane
Skin Steel 25 gauge thickness w/vinyl coating
Joinery Type Detail
LVLs were square cut and butted, then fastened
All corners Mechanical together using 4 staples on each side of corner,
total of 8 fasteners per corner. Staples were 22
gauge,0.045 width,7/16"crown by 7/16"long.
www.archtest.com . www.intertek.com/building
�y Test Report No.: F6892.0240144
f" Report Date: 06/27/16
Arehltectural Testlnp Page 5 of 8
5.0 Test Specimen Description: (Continued)
5.4 Reinforcement: No reinforcement was utilized.
S.5 Weather stripping:
Description Quantity Location
1/2 wide by 1/4" high adhesive'. .
backed closed cell foam tape with 1 row at frame perimeter and 1 row at .
polyester liner on the non-- 2 Rows door panel flange perimeter
adhesive side
5.6 Glazing: No glazing was utilized.
5.7 Drainage: No drainage was utilized.
5.8 Hardware:
Description Quantity Location
711 26-3/4", 52-1/2" and 72" on center when measured,
3" Butt Hinges 4 from frame head. Silicone was used to seal around the
hinges and hinge pin.
Strike Plates 2 One at lock location and one at deadbolt location on frame.
Silicone was used to seal plates in the rough opening.
Deadbolt 1 5-1/4"on center above entry knob
Entry Knob 1 35-3/4"on center from bottom rail on panel
5.9 Screen Construction: No screen was utilized.
6.0 Installation:
The specimen was installed into a Spruce-Pine-Fir wood buck. The rough opening allowed
for a 1/4"shim space. The exterior perimeter of the window was sealed with silicone.
Location Anchor_Description Anchor Location
Head/Sill #10 x 2" HWH sheet metal screw 4" from corners and 8" on center
thereafter _
Jambs #10 x 2" HWH sheet metal screw 2" from corners and 8" on center
thereafter
www.archtest.com www.intertek.com/building
Test Report No.: F6892.02-401-44
Report Date: 06/27/16
Architectural Testing Page 6 of 8
7.0 Test Results: The temperature during testing was 260C(79eF). The results are tabulated as
follows:
Title of Test Results Allowed Note
Air Leakage, - -
per ASTM E283 0.1 L/s/mZ 5.0 L/s/m2
at 75 Pa (1.57 psf) (0.02 cfm/ft2) (1.0 cfm/ft2)max.
Water Penetration,
per ASTM E 547
at 000 Pa(0.00 psf) Pass No leakage 1
Uniform Load Deflection,
per ASTM E330
Deflections taken at lock stile
+1197,Pa (+25.00 psf) 1.8 mm (0.07")
-1197 Pa (-25.00 psf) 1.0 mm (0.04") Report Only 2, 3
Uniform Load Deflection,
per ASTM E330
Deflections taken at hinge stile
+1197 Pa (+25.00 psf) 0.8 mm (0.03")
-1197 Pa (-25.00 psf) 1.0 mm (0.04") Report Only 2,3
Uniform Load Structural,
per ASTM E330
Permanent sets taken at
lock stile
+1795 Pa (+37.50 psf) 0.3 mm(0.01")
-1795 Pa (-37.50 psf) 0.3 mm(0,01") Report Only 2,3
Uniform Load Structural,
per ASTM E330
Permanent sets taken at
hinge stile
+1795 Pa(+37.50 psf) 0.3 mm(0.01")
-1795 Pa(-37.50 psf) 0.3 mm(0.01") Report Only 2, 3
General Note: All testing was performed in accordance with the referenced standard(s).
Note 1: Without insect screen.
Note 2: Loads were held for 10 seconds.
Note 3: Tape and film were used to seal against air leakage during structural testing. In
our opinion, the tape and film did not influence the results of the test.
wvvw.archtest.com . www.intertek.corNbuilding
A Test Report No.: F6892.02-401-44
� Report Date: 05/27/16
Architectural Testing Page 7 of 8
Intertek-ATI will service this report for the entire test record retention period. Test records
such as detailed drawings, datasheets, representative samples of test specimens, or other
pertinent project documentation, will be retained by Intertek-ATI for the entire test record
retention period.
This report does not constitute certification of this product nor an opinion or endorsement by
this laboratory. It is the exclusive property of the client so named herein and relates only to the
specimen(s) tested. This report may not be reproduced, except in full, without the written
approval of Intertek-ATI.
For ARCHITECTURAL TESTING, INC.:
Wow, 4u&*-kmA91,1w
aDR+b�i�d6Y.bckRFiooit Dl9Rally&pned for ftr. dMiddletonbyNanryPedersen
Jack R. Hook Gerald M. Middleton
Technician Team Lead Regional Manager
JRH:GMM/nep
Attachments(pages): This report is complete only when all attachments listed are included.
Appendix A: Location of air seal(1)
Appendix B: Photograph(s)(1)
Appendix Q Drawings(6)
www.archtest.com www.intertek.com/building
k Test Report No.: F6892.02-40144
• Report Date: 06/27/16
Architecturai Testing Page 8 of 8
Revision Log
Rev.# Date Page(s) Revision(
0 06/27/16 N/A Original report issue
This report produced from controlled document template ATI 0047,9,revised 06/19/15.
www.archtest.com . www.intertek.com/building
Test Report No.: F6892.02-401-"
Intertek !' Report Date: 06/27/16
L Architectural Testing
Appendix A
Location of Air Seal: The air seal between the test specimen and the test wall is detailed
below. The sea[ is made of foam weather stripping and is attached to the edge of the test
specimen buck. The test specimen buck is placed against the test wall and clamped in place,
compressing the weather stripping and creating a seal.
Air seal between test buck and test
wall (typically foam weatherstripping)
Test Specimen Buck
Test Wall
Air seal between test specimen
and test buck(typically silicone)
Test Specimen
www.archtest.com www.intertek.com/building
Test Report No.: F6892.02-401-44
i Report Date: 06/27/16
Archtceeeu rel lee cin¢
Appendix B
Photographs
f
Photo No.1
Overall View of Test Specimen from Exterior
www.archtest.com . www.intertek.com/building
. Test Report No.: F6892.02-401-44
Report Date: 06/27/16
_ Archttecturat 7esttno
Appendix C
Drawings
www.archtest.com wwwJntertek.comtbuilding
t
Report#:
Date: 6/23/2 F6 06/23/2 O01 6
6
�—-_- -- ---------- -- Verified by:
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2 E-107 1/4'x 1/2'Polether Gr Tape As Req.
1 Series 200 Door 36 x 8013+t MH Door,Core,6 Panel,%fts 1
Item# Part Number Description 200.36x80/Qty
Confidentiality_ Dimensions Marked C--) are Critical to the Porper Drawn: MLC Approved: KPC
This dmwkgIsthe property ofcordell functlonofpart/assemby
1 Tolerances: IMematmnal,Incnshan not be Date 2•i2.216 Date; 2/12/2016
urslessNotedDeetmal dupeatedorhansmhedin=nar Material: Scale:1A Do Not Scale print
wahour consent,This confidential
A dawk-,p allordybeusedwith �.. 'Y Cordell lntematidnal,Inc
M t.06 reference to work under contract or See Decalk `•� Ocala,FL
J00i 1 proposalssubruttteatry,Cordeff Descdtlon:
Fractional 13/16 International,Inc.Please refer questkxu Firdsh: DoorSub.Assy,9L#e
as to the current effectiveness of this
print toeordeMktRrn2h :Ergneering N/A Part# 200.36409L
Argulari Department
Report#: F6892.02-401-44
�y Date: 06/23/2016
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Series 20D Door 36 tc 8D9t- MN Door,fore,6 Panel,041er
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Dimensions Marked are critical to the Porper function of part Drawrr MLC Approved: KPc
Confidentiality = /assembly
- This driVAr.9atMPropertyorCordell Date 2.12-216 Date: 2/17/2016
2 TOlerance5: Intematiomtl,Inc.it shall nor be
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Report##: F6892.02-402-44
Date: 06/23/2016
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Report#: F6892.02-401.44
Date: 06/23/2016
- Verified by:
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ISO kraal fimrol
5 Washer.Flat Nylon;OD.310xID.160x.062THK
4 2W Hin e-Leaf 200 Door Hinge Leaf - -4--
3 200 Hln •Pin 200 Door Htn e'Plo 4
2 200•Hln -Bracket 200 Door Hlnl a Bra 4 -
1 20D•20.36 x 80---" Mtsf.frame Hide Rail Fab. - -1
PartNumber' -- Description
Confidentiality Dimensions Marked "�,are Critical to the Porper function of part . Drawn:- _ MLC Approved: % -_ KPC
- mti drawktg is tlxi propecryaf Cordes /assembly pate 212-216 Date; 2/12/2016
6 ToleranW- S: IrnerrtBuMLlnc.Itsh2:InVtbe .. - - - --- - - - -- -
Onless Noted
duplkatedortra[tsmittedlnanmantser Material: - - - - Scale:laS DO Not Scale Print
Decimal without conserd,This confidential ---
A 2 draurings shall ontybe used with IN.-VIA- Cordell lrttetrtational,Inc'
jot:t Z5 reference to work umlercontrart or See Detalts Ocala,FL
jxx:t proposals submitted byCardetl - - - Desaftlon: -'
Fractional t 7/16 International•Inc.Please tiler ti��' Finish: M :Frame HingeAss Ball L
Angubrs as tat"c em.effectl nessofthis
pdnt to Cordell International Ettxeree irk
N/A Part 0 2
Department 00361tBD8t•
+ AAMA
(Vaodetor/OlmationsAdnr>lnisrs W) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
Cordell Intemafiorral
6371 SE Markamp Rd.
Ocala,FL 34480
Attn: Kyle Cordell
This authorization is based on the successful completion of tests,and the reporting to the AAMA Valiidator of the results of the teats by an
AAMA Accredited Laboratory.The product infommUon below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATION
AAMA 17OL246 RECORD OF PRODUCT TESTED
AAMA 1702.242
HUD 3280.306(c)d38 psf
COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED
DESCRIPTION
Cordell International 200 OUTSVANG DOOR ERAMF LEAF
Code:910 16T02 (STNSTC)(XHOS) 36 36"X BV X 1-3/6"
This Certification will expire NIA and requires validation until then by continued Rating In the current AAMA Certified Products
Directory.
Product Tested and Reported by: Irrfertek,ATI
Report No.: F6892.01-401-44
Date of Report: June 13,2016(Revised July 11 and August 10,2016)
Evaluated for Certification: August 18,2016
ors� he v
tadLdboratones,Inc.
Authorized for Certification: August 18,2016
JGSlJTS Df="
ACP-04 (Rev.6116) ArnericakkchbcturalManufacturersAssociation