HomeMy WebLinkAbout16-17092 • f ]
--CITY OF ZEPHYRHILLS
� '� 5335-8TH STREET -''��/
, (813)780-0020 17�92
� -' BUILDING PERMIT
PERMIT INFORMATION � LOCATION INFORMATION
Permit Number: 17092 Address: 7902 KAY MARIE AVE LOT 309
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: GRAND HORIZONS
Est. Value: Parcel Number: 34-25-21-0180-00000-3090
Improv. Cost: 46,700.00 OWNER INFORMATION
Date Issued: 2/26/2016 Name: KYPER JAMES & SHERRI
Total Fees: 457.50 Address: 11082 FRIGATE BIRD AVE
Amount Paid: 457.50 WEEKI WACHEE FL 34613-4613
Date Paid: 2/26/2016 Phone: (352)650-4307
Work Desc: PACKAGE -GARAGE, CARPORT SCRN RM PATIO SIDEWALK AND DW W/STEPS
CONTRACTOR S. APPLICATION FEES
B & H CONSTRUCTION OF CENTRAL FL BUILDING FEE 397.50
REESE ELECTRICAL INC ELECTRICAL FEE 60.00
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� Ins ections Re uired
FOOTER 2ND ROUGH PLUMB MISC INSU TION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
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 such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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, 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 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. I
�-��o
CONT CTOR SIG TURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED�INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 � �fy of Zephyrhills Permit Application Fax-813-780-0021
' Building Department
Date Received i I � _
Phone ContactforPermittin
• Owners Name James&Sherri Kyper Owner Phone Number
Owners Address 11082 Frigate Bird Ave.,Weeki Wachee,FL 34613�61 Owner Phone Number
Fee Simple TiUeholder Name Same Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 7902 Kay Marie Avenue,Zephyrhills,FL LOT# 309
SUBDIVISION Grand Horizons-Phase Four PARCEL ID# 34-25-21-0180-00000.3090
(OBTAINED FROM PROPERTYTAX NOTICEJ
WORK PROPOSED e NEW CON57R B ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK Garage,Carport,Screen Room,Patio,Sidewalk,Driveway&Steps
BUILDING SIZE S�FOOTAGE 868 HEIGHT 11'
�BUILDING $ VALUATION OF TOTAL CONSTRUCTION
45,800.00
�J ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
900.00
QPLUMBING $ �I � �, �/� ��
� ��`ry�1r1. lJ�� �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY 0 OTHER � N" ���
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � P�
_ � ,�,��R v
BUILDER �dMppNY B&H Construction of Central Florida,Inc. ��
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N ��'
Address 4025 rris Bridge Rd.,Zephyrhills,FL 43 �� License# CBC057782
ELECTRICIAN � AAPANY Reese Electrical,Inc.
SIGNATURE � REGISTERED Y/ N FEE CURREA Y/N
Address 5419 9th St,Ze h rhills,FL 33542 License# EC13001353
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEECURREI. Y/N
Address License#
Illlllllllllllllllllllllllllllilllllllllllltlllllllllllllllllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Pertnit for subdivisions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans ptus a Life Safety Page;(1)set of Energy Fortns.R-0-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Conslruction Plans,Stormwater Plans w/Silt Fence instailed,
Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW conslruction.
Directlons:•
Fill out appiication completely .
Owner 8 Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over E7500)
•• Agent(for the contractor)or Power of Attomey(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(PlotlSurvey/Footage) .
Driveways-Not over Counter if on public roadways..needs ROW
813-780-0020 City of Zephyrhills Permit Applicat�fl Fax-813-780-0021
Building Department' �
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.�� — �
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 licensed 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 for a misdemeanor violation
under state law If the owner or intended conVactor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Buiiding Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor 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 IMPACTNTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the wnstruction 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 may be due,will be identified at the time of
permitting. It is 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—HomeownePs
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I 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 instaliation has
commenced prior to issuance of a permit and that all work will be pertormed 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, WeUand Areas, Altering
Waterwurses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health 8 Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"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 that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certity 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 lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I 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 be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically inGuded in the application. A
permit issued shall be consVued 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 permit 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 IN END TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDE O AN ATTORNEY BEFORE RECORDING YOU OTICE OF OMMENCEMENT.
FLORIDA JURAT(F.S 17
��
OWNER OR AGE CONTRACTOR
Su scrib and sw affi )be m�lhi Subs ri d�d swor to ffir e e ore me this�
�\S�bY �bY /Zc �
A i are personally kno�_n to e or has/have pr duced Who isfa� ersonally k n to me or haslhave roduced
as identification. �� as identification.
//li/� Notary Public Vr-�� � Notary Pubtic
Commission o.;,4i`�1'ej;r;F r.Rai�CANT Commission No.
_,; '� •;;t=_ Cammission#FF 130253 ���a:'ot=•. C AI
Name of Not��,,`, I��ed � � z ���� Name of Notary type ,p,'��,, r§�8mp�mission#FF 13Q253
��Rp�C��`� Bonaed Thm Troy Fain Incurence 800.385-7018 Expires June 8,2018
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• . ;Rcpt:1748380 Rec: 10.00
• ' DS: '0.00 IT: 0.00
02/17/2016 E. M. , Dpty Clerk
Permit Number
ParcellDNumber 3�—as-a/—O/f!D -6op00- 3o91j PRULA S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER�
NOTICE OF COMMENCEMENT 020R BK019325m PG 16,�,5
State of Florida . ...,-.. -... -
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County of`1�-Sco
THE UNDERSIGNED heteby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statutes,the following information is provided in this NOTICE OF COMMENCEMENT.
1.Description of property(legal descriptionJ: 3 �! -a s'-a/ - ois-o -000�a-3 dgp
� a)Street(job)Address: 7�o� d�o�..., r►�a,.t� r��.t�, Z�k.N r k�l ts. �� 3� �4�/
2.General description of improvements: 6n��a� Cc�r-��-� "S�r�e.... �.� a�i o C•�)e�.x,�,�
,�-t 51�i � 1 1
._� S�G S—_t�7'
3.Owner Information or L ssee information if the Lessee contracted for the improvement:
a)Name and address: J � • - � �c� - ��� � l C 3 5rG(3
b)Name and address of fee simple titlehol er(if different than Owner listed above)
c)Interest in property:
4.Contractor Information ��e� Y �' �
a)Nameandaddress: �-1- � wns�r�.�c.�"cM., �Qa,� Y1'Zcc�-:.� 13r-id�2�+_���'L ��s`�'3
b)Telephone No.: ���- `7 ga_/o[o _ Fax No.:(optionaip�L.3-�/S-�,J'��
S.Surety(if applicable, a copy of the payment bond is attached)
a)Name and address:
b)Telephone No.: '
c)Amount of Bond: $
6.Lender
a)Name and address:
b)Telephone No.:
7.Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(1)(a)7.,Fiorida Statutes:
a)Name and address:
b)Telephone No.: Fax No.:(optional) '
8.a.ln addition to himself or herself,Oumer designates of
to receive a copy of the Lienor's Notice as provided in Section 77 3.13(1)(b),Florida Statutes.
b)Phone Number of Person or entity designated by Owner:
9.Expiration date of notice of commencement(the expiration date may not be before the completion of construction and final payment to the
contractor,but will be 1 ear from the date of recordin unless a different date is s ecified : ,20
; WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
� CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of p rjury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my
i knowledge and b li .
.�a�� �y��
(Signature of 0 n r or Lessee,or Owners or Lessee's(Authorized 0(ficerlDirectodPartriedManager) (Print ame and Provide 'gnatory's TiUe/Office) �
T fore�oing i rument was acknowledged before me tfiis /7�� day of � e r ,20/!o
bY __._���.--.__ (�"t ... as -----�__..__ ^____---- (tyPe o authority,e.g.officer,trustee,attomey in fad) i
for ___._._._.___» ,as �
(Name oi Person) (type of authority,..e.g.o�cer,Wstee,attomey in fact)
for _,_� (name of party on behalf of whom instrument v�as executed).
Personally Known Produced ID ❑ ��
Type of ID Notary"Signature
Print name
;�ti�"�Ps;�., CRAIG CANT �
�c� Commission#FF 130253 �,
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �� �" ���-�..L��
Date Received: 2� � 7—��
Site: 7 �l�Z f�A-G/ �l�t"r�
Permit Type: �(;�'vt�i G(,' ' C � .
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Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� ����l�
Kal ' Swit er ans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
�
� _ .
I ' 4025 Morris Bridge Road
Zephyrhills,FL 33543
F
'� CONSTRUCTION 818 3g71 06585 Fax
of Ceairel Florida.Ia� 800-224-1206 Toll Free
' www.bhconstructioninc.com Web Site
February 17, 2016
City of Zephyrhills
5338 8�' Street
Zephyrhills, FL 33542
Re: Authorization of Permitting �
I, Greg Beebe, Florida State License#CBC057782, authorize Cheryl Belyea, Brandon Cant and Diane
Beebe to be able to pick up, apply for, and any other aspects of the permitting procedure for B&H
Construction of Central Florida Inc. If you have any questions,please feel free to contact our office.
Sincerely,
Greg Be e �
�iL� �.�
Notary Public .
�;�;P�p�� CRAIG CANT
'�� :� Commission#FF 13Q253
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� B�UG� BUSS@II
Engfneering Maneger
� ������ Palm HarborHomes,Inc.
&Q5 SouGt Franffige Road
Plar�t City�Florida 3356&9934
����� Phone:813752-1368 E�d.756
Fax1:81&754-8675
Fax2:81&719-3689
E-Mail:bbussell(�palmharbar.com
January 27,2015
To:Building Department
RE: Palm Harbor Home, Serial Number#20154
Kyper
7902 Kay Marie Ave.
Zephyrhilis FL 33541
Dear P1ans Examiner,
The si#e-beam,which was installed by Palm Harbor Homes,and is approved by HUI?,
Manufactured Home Construction&Safety Standards, is canstructed to receive on-site
additions that are built and designed by others to accommodate such amenities as
carparts,sheds, and screen roams. The on-site structure must be designed by a Florida,
registered,engineer,to the Florida Buildang Code and all lacal codes. This plant-
installed site beam is of adequate design for this purpose as Iong as tie downs and piering
aze per page 1 of Sectian 11,Misc. &Final Inspection section of the installation manual
(attached}.'�'he attached details,EW 216.2 and PAb9-EW-31, are appraved by the
Manufactured I�[ome Construction&Safet�Standazds. And,the design loads for the
plant-ins#alled site beam, as wetl as the supporting stivchue and anchorage are from the
IFBC and ASCE 7.
I can be of fixrthea�assistance at the above contact infarmation.
Sincerely yaurs,
�������k�
f
Bruce Bussell
Engineering Manager
�alm Hazbor I�omes
Optjon 'f: using 2x4 let-in infio dado�d 2x6 v�ll stud
M�1 Fl� Typ.Tn�s
7x4�i S-P-�l�t-in
Fss�en I�rio eaoh widl s�aJ
wtth�et 0.131x3'�is�
Roof or�a�7d1�llbc'1�
Sewrv Roo!Pan�l Hesdsr �-Alt.-4-M�stxewa
inb�u4 ss app�ned bti►
B+s rnaetufac�ees�s e�p+v�rd�g
l�t�n Ir�rt�dlo�ns. I.e.:T1►e�noply.
Rod P�I OEiB or Piywood.
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Lep gf�np -6�I00�1�Ct�ic
��C DO�den+P.E•
�E(1��figgfKl9v �RO•
��T1 2: U�jil� 29C� IPt��� Ofl � O�5�1��'11t79
and ext�cior vva!! sfiuds
�mkwm net sb�c
�P•T �a�ds�sd �fit
snd�p tM/�et�!
�ws.
� ��waM slud
Se�th i�c�[PtrNl Fia�der wqA 4 e�.�soeews.
tnto�4 a��PPranr�d b�►
l4+e
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R�f Panel 8F!lo�n�Cau'�c i�Th�� �
1.� �B cr Pgraro�d.
�P�
�Fs ri1f.OM01 —a�
Fscorpora°n P�1LM HARBOi� HOMES INC.
Madison,WI-1 15303 �Ad�IJ►S PARKWAY �JITE 8�0 MDI�Ot�I TX 75001
S�n eoom and �rmertt �� �re/O°
OCT 0 3 2000 F� �
HIJD Manui�ctured Home �t1°`
Construction& $� EW - 218.2
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SECTION 11 —MISCELLt�N�+OUS AND FINAL INSPEC'I'IONS Indez
11.1. �W1V�NG, CARPORTS, PORC�IE5, UTILITY ROOMS, ETC.
Additional stntctures such as awnings, carports, patio covers or attachments to a Palm
Harbor Home have not typically been taken into consideration nor calculated into the
design for roof or wind loads. Any additions made to the home must be self-supporting
and shall not interfere with weatherproofing(i.e. shingles,flashimg,gutters, siding).
However, some Pa1m Hazbor homes have an option to be ordered with a factory installed
receiver designed to take the loads of an add-on. In this case,refer to the detail for
infonnation on specific 'S�-I�6�1A1i—��rur@i3'iCii+ • FACTORY INSTALLED DOUBLE SECTION HOME
PERIMETER PIEF2S AND FOOTERS �` RECEIVER '� _,�/
AWNING(BY OTHERS)—�� �..` f� i �-�_
AVIMING UNIT LOAD�SPACIfVG SITE INSTALLED
1MDTH WIDTH 8'-0"o.c. FOR gY OTHERS� �
16 x 16 SITE INSTALLED '� qy�/NING WIDTH
�� 16'-0'MAX.-WL-1 166"MAX. 1 B6"MAX.
�Z 140"I 160" 4440# 5-3" i UNR WIDTH UNIT WIDTH
180" 4788# S-9" � ' � . 1 ) {
i 16'-0'AAAX.-1M1rL�
16' 140"/160' 4886# S-T' j BY OTHERS � ~
180" 5236# S-2
��\
- - �� - p�-� - - � ,:n - �.y;. _ .:•a - ni r:f � � -i—
140'I 160' S334# S-1" I /
20' 180" 5684# 4'-9" �, �
�� �� �`` .
8'MNCIMUM �� WZ2&3REQUIRETIE-DOWN
INSET � EN6INEERING VECTOR SYSTEM(OR
Perimeter piers and footer notes: WZ 283 REQUIRE EQUAL)OR ANY QUALIFYING SYSTEM
30" ! A�CHOR AtdD ;%SPECIFICALLY APPROVED FOR PALM
1. Spacing for 16 x 16 is based on �<;,:: VERTICAL TIE HARBOF2 HOMES
2000 psf soil bearing capacity. �5��°�.c.�".
2. Refer to palm harbor homes �1 DIANGONAL TIE AND ANCHOR
WITH STABILIZER�6'-0'O.C.AAAX. -
installation manual for footers °'. .`°;
re uired for the loads ven '���-.`�`: �—��� `�::`'. ���
q gi @ I I I—� �• I I I
8'-0" o.c. c=1I I��—T�I I I I I���
�=1T��y-
Notes: u �Tf�
1. Vertical tie connections have been factory installed to handle the
uplift and overturning load from the main unit along with the additionalload from the awning
connection to the main unit. (brackets @ 5'-4" o.c. max.)
2. The factory installed receiver is designed to handle the additional uplift and downward loads
from the connection of the awning to the main unit.
3. The awning soof and roof support away from the main unit must be designed(by others)to
carry all loads to the ground. The design of the awning connection along with weatherization
(by otheis)must be designed to carry the appropriate load into the factory-installed receiver.
The design must be according to the loads and requirements ofthe IRC 2003 for exposure'c'.
4. Factory installed members were designed for awning loads based on 90 mph(3 second gust)
winds for wind zone 1, 120 mph(3 sec. gust)winds for wind zone 2, and 140 mph(3 sec.
gust)winds far wind zone 3. This is in accordance with IRC 20U3, exposure 'c'.
5. For approved lateral load resisting systems'install�tion requirements and number required,
refer to other pages in the Pa1m Harbor Homes installation manual.
6. No stabilizer plates aze required at anchors loaded in direct(in-line)pull.
7. This design is for 140" minimum floor width and 186" maximum floor width on the main
units and for 20 psf roof live load in all wind zones. ',
8. Maximum pier height including I-beam for wind zone 1 is 52"and minimum height is 31". �
Pier heights for wind zones 2 and 3 are based on eector system design.
Section 11,Misc &Final Inspection Page 1 COPYRIGHT�2006 BYPALM HARBOR HOMES,INC. �
All Rights Reserved. I
BCopy�ight Pelm Herbor Homes,lnc. All Rights Reserved
Because Palm Herbor Nomes has e continuous product updeting end improvemenl procesa,speaifications are subject Ip change without ratice or abligation. Likewise,ihe Ooor plen shown is rcprcsentative only and may
vary fio actual home. Squnre foolagc calcula�ions are based cm nominal widths a�eU room dimcnsions are approximate subject to industry standards. R•values mny vary in compressed areas.
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STAN ARDS�OPTIONS AS SHOWN
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shown ve actual floor slze and do not hxlude arerfimqi
Model#TSX348F6—Timberland Standard Series �a'�� �ant City,Flortda rsoo-n9-a�a �
Size:40'X 48' wun�u.nulmharbor.com
Approx.Sq.Ft.A1C 1908;Grou 1,908 ��� Re�ised 10131lR
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Regulation
D duct I Men >Froduec orAooNotla�Search>Annliptlon Llst>AppLntlon D�tall
sG=;='="m%�,.�'�.S1M".".�"1
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Code Version Zpiq
Applfcedon 5tatus Approved
Comment5
Mthived �,
Produd Manufacturer AmeNtan Metals Supply,Inc.
Address/Phone�Email 3119 Queen Palm Dr.
Tampa,FL 33619
(B13)242-8100
SantoaGonzalezC�a mertcanmetals.us
Authorized Signature Santos Gonralez
Sanbos.Gonzalez�americanmetals.us
Technlnl Representative
Address/Phone/Emall
Quality Assurance Representadve
Address/Phone/Email
��9a�Y RooRng
Subcategory Metal RooFlng
Compliance Method Evaluatlon Repart Frvm a Florlda Registered MchlGect or a Llansed
Florida Prof�lonal Engineer
`�• Evaluatlon Report-Hardcopy Recelved
F7orlda En9lneer or Arrhibect Name who developed Do Kim
the Evafuation Report
FbNda L7cense PE-49497
Qualfty Assurance Entity PRI Canstructfon Materials Technologies,LLC
Quallty Assuranoe Contract Explraqon Date 22/31/2020
Validebed By ]ames L Buckner,P.E.at CBUpc Englneering
� Validetion ChetkU�-Hardaopy Re�ved
Certlflcate of Independence F�1695Z Rl GOI PrHFlrata nP in�i penrlcnro�a
Referenced Standard and Year(of Standard)
Equfvalenoe of Product Standards '
Certifled Sy
Secdons from the Code
1504
1507.4
1609
2002.4
� �
Produd Approval Melt�od Method 2 OpUon ii
Date Submitbed 10/30/2015
Date Valldated 1Q/30/2015
Date Pending F8C Approval 11/04/2015
Date Approved 12/15/2015
Summ� o!Produds
FL# Model,Number or Name Deseripqon
16452.1 3°Riser Aluminum Rnof Paneis 0.024'and 0.030°thlck x 3'x 12°wlde riser roof panels
Limits of Uce inst�l�don Instructions
Approved for use In HVHL•NO Fl 16 g Ri II ?(),;4 FBG AMS�Inch Ric.r Pan]nskall
Approved for use outside NVH2:Yes pwn.o f
Impact Resis�nt:N/A VeHfled By:Do Kfm PE 49497
Design Presaure:+48.b/-48.6 Created by Independent Third Party:Yes
Other�Far usa In outdoor patla constructlon only.See EvaluatBan Reports
Installatlon Instructlons for other deslgn Ilmltetlons. FL1695?�gi AE 2014 AMS EvaluaHon Report udf
Created by IndependentThlyd Parly:Yes
eaek �
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U�a Florida law,emall addresses aca publk remrds.It you tlo not rvaM youre-mail eddteu tekaud In respatse ta e publt-reWrda request,do tmt x�W elxtmnlc
ma0 ta tlila entlq.lmtead,cortaG the otllm by�axi or by badttiona!map.It you hava am�puestMns,bease wirtad 850.487.1395��PursuanY Eo Se�lon 455.275
(1),Fior(de Statutss,effettNe Octoba 1,2012,pansew pansed undar Chapter 455,F.S.must prvvlde the DepnrhnaM Mth en one0�rese ff thay heve one.The
mm6s prwlded may 6e us¢d far offlclal mmm�mletlan wlth ttw Gceneee.Haxever email eddrcsses are pudic faord.If yau do not wish ta aupply a D�nal addros,
piease provide the DepartmerK with em m�a!eddress whkh cen he me0e avafleble[o tl1e pubila To determMe I!you a1e a Ikensea under CJwptar a55,F.S.,please
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' - '` Appllcadon Type Affirtnatlon
Code VerSion 2014
Appllcatlon Status Approved
Comments
ArdNved �_
Product Manufacturer Ahvood Moblle Pivduc�LLC
Address/Phone/Emali 2015[monto�St
6khart,IN 46514
(5l4)266-4951
s.rogers�atvroodmobile.com
Authorized Slpnahire Wilflam Elqah
g.ellSa h�etwoodmobfle.com
Terhnkal Represerrtative ShawmRogers
Add�ess/Phone/Email 1120 N.Main St.
9khart,IN�6514
(574)Z66-4851
s.rogers@atwood mob Ile.com
Quality Assurance Representative Pam Walker
/lddress/Phone/Email 201 Simonton St
Bkhart,IL46514
{574)266-4815
p.walker�aiwoodmobile.com
��gory Exterfor poors
Suhcategory Swtnging Fxte„or poor Assemblles
Campllance Method Certiflcation Mark or Llsdng
Certficatlon Agency AmeNran Archltectvrel Manufacturers Assoclatlon '
Valldated 8y American AreFiiteaural Manufactvrers Assodadon
Re(erencEd Standard and Year{of Standard) ¢�¢ Year
AAMA/WDMA/CSA 101/I.S.2/A440-QS 2008
ASTM E1300-04E01 2004
Equfvalence of Product Standards
Certified By
.:^I aflirm that there are no changes in the new Florlda Building
Code which affed my product(s)and my product(s)are in
Compllance with the new Florida Building Cade. �
Doamentatlon from approved Evaluatlon or Validatlon Entity ::�Yes .�:No ':�N/A
.
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Product Approval Methad Method l Opdon A
l3ate Suhmithed OTl24J2D15
Date Validated 07/24/2q15
Data Pending F8�Approval
Date Approved 08jd2j2bi5
Bvmma ot Produds
Model,Numbe�or Name Deseription
25389.1 8200 Series 32D0 Ser�es Entry Daor Side-Ninged Poar{Qut Swing)
Limltq of Use Certificetion Apency GccrYtificaEc
ApprOVEd for u6e in HVNL•No FL15389 R4 C GA[ Atvrood 3zf►j1 101 0&APC AAMA.odF
Approved far use outgide MYHZs Yes Qu�ltiyr Aasuraece Co�ract Explratlon Ctate
lmpact Resiekants No OZ{07J201b
Da�qn Prossure:+35/-35 Installation Instructlons
Other: FL15389 R4 II �000-aJ00�rles Inctallatlan
jnstnrctlons.ndf
Ve'rtE'ied By:Archftecturat Testing,Inc.
Created 6y Independent Tltfrd Party:
Etiraluation Nepot�ffi
Cneated by Independe[stThird Party:
15389.2 4500 Seiies 4500 S�eries Entry Door Slde-Hinged Dual poor(In Swing)
limit�ot Use Certi�tcetlon Ag�nt,Y Ccrti��atC
Approved for use In FNHZ:No FL153&9 R4 C CAC Atwood aSQo l01 08 APC AAMA.ndf
Approved for use outslde HVH2:Yes Qunlity Aasuranae Contra�t F�cplratbn Date
Impact ResisW�rts No OS11TJ20l6
Desipn Pressure:+7Q1-70 Instailation insteaeticna
ptfi��: EL15389 R4 II d500 S@rles Installallon InstrucHons.odf
Verifl¢d By:Ardtitectural Testing,Inc.
Cteat2d hy IndependentThird Party:
Evatuation Repaato
Created by Independent Third Parly:
15369.3 4700 Sertes 470Q 58rtes Enby Uoor Side-Hiaged Dnor(In Swing)
LimitS t�Uee CertiTi�tttEon AQenry C�rtiFlceM
Agpraved for use!n HVtfZ:No fL15389 R4 C CaC A[wood 4700 101 D8_AP�AAMA ndf
APProv+ad far t�se ontS[de HYNZs Yes +t�uaIity Assnrance Cantraet Exglrotion i�nte
ImpaC!Resistant:Nn O6/13/2016
Dasign Prossu�e:+45/-45 Inatall�Rion In�#rucdons
pther Fl.15389 R4 II 4i00 Series Inst�tiaqon Instructlop .s odf
VerifieQ By:Archi6ecturat 7esttng,Tnc.
Created by IndependenCThird ParLy:
EvalumHon Reyforts
Created by independent Third Party.
seek �
�n_tMR Us:;2440 Nortt�Manrue 4++-e±_jgnahe<see R 32399 DAone:854-+7$T-2824
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Unda Harlda law,emet!addmsrs er�puhYc mcoNs.I!you do erot want your o-mall add�as mJm+ed In rcsponse On n pubGc-�aor0�requvct,do mt nnd electrmilc
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ertuQ.pmWOed mag 6e uueA for ufl1r3a1 ammunieation�llf ehe tiansea.How.ver em�fi addrme�ra puplk eewfd.71'you do�ot wLsh m auppy�Dervonni address,
V�Provide Me OEpertmeM with■n onail add�eu wAkh ean De made av�U.bl�Do th�publk.To QNarnitre If yau me a Ikensee under Ch�upter q54,R.S.,plmca
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.� 112DN YNnB FW�n.N tl91�
.f `' �c' i �i I� r . =.-�7�+fiF!(�
i i' uj;t:��T� . ... .. ...- .
� f ., � f _ r��� �i -
3 4 I` �nv000 vrNoow axu 000x avnm�e
1 s ji
7 �. � ' Do rtot remove anY�jRA�9�p s,sPacers,or faateners
� end keep the daor ct�anJ Iedred during the irtsiallsfion.
i OpeMng fhe wlndow prlor tn!he lnstelleUon may aBect any
_ i pre-squedng done by the menutach+rer.
' 1. Place ffie door In a po6ltlon sukable taep ply a non-herdenlng tnpe,
e � �ch as putty tape,to the mounUng tlange 6efng eure bo center R over
aTnar" all mounting holas. A 8ealsrtt from a un may be used instead,but the
� bead murt be a lea9t Ya ot en inch�a,cover ail mounting holes and
. , '• - i � � 6e free ot gepa or v01ds.
• �' f� `�. -
' .r , ��� r��� 2. Inspact lheope ning fe syuare and buiR to accept the door as ordered,
t .� �i e penaBf Nle IS t0 ellOw Clearance 1/2°from eide to s'ide and 7/4°-1/2°
top to boUom from the A-Ilne dimenalon of the door.Ensure fha
� j ,; i '���� opening Is square so when Installing the door R la not tnstalled h�to a
i �' � y � posiUon ihat wlll cause to door to not work es desipned.
� „ � r" -
' �a � `� f ,�'xM,,�, , ,, 3. Inserf the assembly carotuDy Into the rough openfng. Meke certeln
, ;. .� ; �� the doors sW Is level within the openinp.PoslUon the door In
approximate center ot roueh ope�ing,hold the daor ilat agalnet the
�'�� � 1' �� wall and secure it with preQminary serews;three on each slde,
, ,.i�*'� _. � '� I' j beelpownfthe center screvr,proceeding In the seme order(The daor ne
' � I fiemo!s pre-dr!!!ed wffh scraw posltlnns at not moro f1�an 5 f/2"Irom�
-~^�=:j, `h` � '� �� ; !he end,on 5'centera lorthe 3000 serres end on 8'eeMers tor Ihe
�..� '` , � 3200 aeries,and.2b'Imm edge ryplcal,!rt the exte�lor Irame so no
`�`�. � � measw&�g ls requlr�d)
S�4` �'
��;,. � , 4. Do nof tkjhten these screws uM0 the door fs checked for squerenesa
_ �`� il a�make arry necesser�r edfustrnenfs.Standerd daor shlms can be
_ °. � added as�eeded to ihe�nterior to ensure proper aQpnment Then
_ `�-o Ughten these 6 sd'ew8 to lodc ihe asSembly in posiUon.
� -� ,;. -'°c:,.� _,,_,.. .'�� - -
...::��` �--`'��� �„���,y,e,
�T�ILA ��t�
' au�a:e ,�x ,o,
.TT..:A
������ sssfe000-
E
, EXTERIOR VIEW
tl"" � INSTALLATION 1NSTRUCTIONS
,�„ood�k�„�„� 3000-3200 SERIES OUT-
��R1N.Man°.LEV'J N.��. SWING DOOR
Yhars:T�•iW�tt3� Tp7FreC 0�W/�at��
MtPofcT'�.IL r . ..�� r�.._
ATWO00 R7IDOHANGOOOR9Y8TElE9
3. Once the door is equarely in plaoe,Ughten the prellminary screws and
proceed to Instal{any remelning screuvs,starting irom the mlddla af a
sld�and woridng out tawerd the eomers. 7rie screwe ahaild pen�bate
the mountittt�fratne m a depth cf art least one Irn:h end care should be
taken to drive ihe screwa atrefgM inta the studs,not at an angle.TlHhten
the sorews uM�l the putty aqaeezes out
4.Inetell acrcws In tha top and bottom hotizontel ralls In the same
� manner es the verticai re0s untll all attechmeM pants ere filled.
t O 5. 7Fie door ehwAd now be securely fastsned to the wan and It!a eafe to
use ihe features oi ihe door.Remove tha sFdppinp eilps and operate ifie
door severel tlmes to be sure it funeflons as desfgned.
6.OpUonal-Rttaah txro screws o}fang[h between 1-1/2"-2'Into one
� hola ai the latch snd daedbolt(N Include�brackets that eacurely eMers
the Jemb
7. My ad�tlonal sealant to ihe e�der�r can be added as deemed
necessery by the Insteller m�mplete their Instellatbn requlrements.
8.Install hardwere and nny ssfety chefn In compfiance with the
manufaaurers instrudions atthis tlme.
CONGRATULATIONS�N INSTALLiNG YOUR NEW
' — � A7WOOD MOBILE PRODUCTS HOUSINp UOOR!!
: '
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._' ':6����a-�=>'.c�ir-.=r��+r:�i:r�t•�w.ai:°.eBiGr.wi,�
�3(���m�p( �BC15Home � LopIn � usarR�glstratlon'_`MotTopla9� SubmRSwcherqe Stets�Facts ' f�:,IftidiF� � FF�Sr:�R� 9R>Y'-�9dhl���t Linti>'���^--�Mli :.
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BuS•C�eS � _-' produet Approval
Pro�essi��a1 :r UfiGR:PubllcUse�
Regulation
�
Product Aooroval Menu>ProAutt or Aonlication Search>bvofimtlon List>Applir�tion D�lati
''+.:a•A:.�'��'"°"''g FL#
FL15279-R4
' �"'"""" Application Type Revfslon
Code Verslon 2014
Appiicatlon Status Approved
xApproved by DBPR.Approvals by DBPR shall be reviewed and radfled
by the POC and/or the Commisslon lf rsecessary.
Comments
Archived k:�
Product Manufactunr popay BuNdinp Products Company
Address/Phone/Email 8585 Duke Blvd.
Mason,OH 45040
(513)77o-6062
mwestertleldf�aclopay.com
Auttrorized Slgnature 5cott Hamlltan
shamilton�dopay.corn
Technfml Representative
Address/Phone/Emall
Quality Assurance Representadve
Address/Phone/Emall
Category ExheNor poors
Suhcategory Sectional ExteNor poorAssemblles
Compllance Method Certification Mark or Listinp
Certiflcatlon Agertcy ]ntertek Testing Services NA Inc.-ETL1Wamock Hersey
Velidated By Gary Pfuehler
f✓ Valldatlon Cherkllst-Hardcopy Recelved
Referenced Standard and Vear(of Standard) Standard Yea�
ANSI/DASMA 108 2005
ANSI/DASMA 115 2005
' ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
I
Equlvalence of Produd Standards
i I
Certified By Florida Ltcensed Professfonal Engineer or Archltect
FLI5279 R4 Equiv 20150319-FSC-DASMA 108 enufv.odf �
FL]57.79 R4_Fauiv 20150319-FBC-DASMA 115 eoufv.odf
I
i
+
Product ApproVal.Method Method 1 Option A �
� ' r 4
Date Submitbed 03/19/2015
Date Valida6ed O6/12,/2015
Date Pending FBC Approval
Date Approved 06/21/2015
Summnry of Producta
Go to Pa9e �--_-' � � � Pa9e 2/8� d
FL# Model,Number or Name DescrFption
15279.21 021 W4-16 PAN-ZF443:G4S,GSa, Gallery/Artistry/Expressions:Steel Pan(min.24 ga.)Double-
GD45,GR4S,G4SV,GS4V,GD4SV, Car(9'2"to i6'0"wide)WINDCODE�W4 Garage Door
GR4SV,E4S,�4S,E45V,ED4SV,
554,AR4S,S54V,AR45V
Llmlts of Use CertlflCatlon�iyenCy Certtliwte
Approved Pnr uae in HVHZ No FL1527g R4 G C/+G Letter with proof of contract and qroof ,
Approved for use outside HVHZe Yes of Insnection,odf
Impact Resis�nt:No FL1",�,7gR�C �AC W4 Llctlng„_jntertek odf
Desipn Pressure:+25 PSF/-25 PSF Quality Assurance Cantrad E�[piration Date
Othere 7he standaM giazing avaltabte Por this product OS/21/2028
meets the wind load requirements of the bufiding code but Installatton Instruetlons
DOES NOT meet the Impact reslstant requlrement For FL5279 R4 II 10345d-B-Rev06.odF
windborne debris reglons. VeriFled By: Irrtertek Testing Servioes NA In�.-ETI./Wamock
Hersey
Created by Independe�tThird Party:
Evaluatlon Report9
Created by SndependentThird Party:
15279.22 022 W�3-i6 PAN-2F446:G4L,GL4, Gallery/Artlstry/Expressions:Steel Pan(min.24 ga.)Double-
GD4L,GR4L,G4LV,GL4V,GD4LV, Car(9'2"to 16'0°wide)WINDCODE�W4 Garage Door
GR4LV,E4L,ED4L,E4LV,�4LV,
SL4,AR4L,SL4V,AR4LV
LImIffi of Use Ccrtifkation Apency Certlflcate
ApprOVCd fOr uSe In FNHZ:No FL35279 R4 C CAC Letter with oroof of contrad and oroof
Approved far use outside HVF�Zi Yes of inspectlon.odf
Impaet Re819tmnt:No ELL5279 R4 C CAC W4_Lfstiaa Intertek.�df
D�ign Pressure:+25 PSF/-25 PSF Qualtty Asaur�rnce Contraet Expiratlon Date
Other:The standard glazing avallable for thls product OS/21/2028
meets the wind load requirements of the building code but installatlon 1nsLrudtons
DOES NOT meetthe impaCt f2sistant requirement for FLi5279 R4 Ii 103454-B-Rev06.odf
windborne debris regtons. Verified By:IrrtertekTesting Services NA Inc,-EfL/Wamock
Hersey
Created by Independent Th1rd Party:
Evaluatlon Reports
Created by Independent Third Party:
15279.23 023 W4-16 SPO-2F449:G2nd Steel Pan(min.24 ga.)with Overiay Double-Car(9'2"up to
Harbor,Stone Manor 16'0"wlde)WIIVDCODE�W4 Garage Door
Limlts ot Use Certtflcatlon Agency Certlllcate
Approved fot use in HVHx:No FL15279 R4 C CAC Letter wlth proof of contract and proof
Apprwod for use outBide FIVNZ:Yes of insoection.odE
Impad R�(6taM:N/A FL15279 R4 C CAC W4 LJsting Intertek.odf
Design Pressure:+24 PSF/-24.5 PSF Quality Aseurance Contraet Expiration Date
Other�The OP'TIONAL glazing available for thls product OS/21/2028
meets the wlnd load requfrements of the build[n9 rnde but Instaliation Instructions
DOES NOT meet the Impact reslstant requlrement for F1,15279 Ra II 103550-Rev06.odf
windbome debHs reglon5.The product without glazing DOES Verlfled By: lntertek Tastlng Services NA Inc.==ETL/Warnock
compty wlth Che impact reslstant re�uirement Por wlndbome Hersey
debhs reglons(ref 1609.1.4 FBC). Created by Independent Thfrd Party:
Evaluation Repo�
Created by Independent Third Party:
15279,24 024 W4-18 DSIE-IF171;43Q0, 2"Double-sidn Insutated EPS(exterior skin 27 ga.min.;
4301,4310,4400,4401,HDG, Inberior skin 27 ga.min.) 16'2"ta IS'0°wide WINDCODE�
HDGL,HDGF,66,66G,67,67G,68, W4 Garage Door
SP200,SF200,SE200,6200,620],
6203
LPmFt�of Use CertiTicatian Agenry Ce�wte
Approved tor use in NVHZ:No FL15279 R4 C CAC Letter with orpof of mntract and oroof
Approved far use out�ide HVFIZt Yes of insoedion.odf
Impad Re318tp�No FL15279 R4 C CAC W4 Listina Intertek.odf
Resign Pressure:+25 PSF/-25 PSF Quallty Assurence Contreet 6cplretlon Date
Other.The standard glazing available fnr this product OS/21/2028
meets the wind load requirements of the bullding code but Installation Ir�structions
DOES NOT meet the impact resistant requirement for FL15279 R4 II 101247-B-Revl9,odf
wind6orne debris regions. Verified By: Inbertek Testing Services NA Inc-ETL/Wamock
Hersey
Created by IndependentThird Par[y:
, �
i . �
Evaluetion Reporte
Created by IndependentThlyd Party:
, 15279.25 075 W4-18 DSIE-iF471:GD2SP, Gallery/Ardstry/Expressions:�°Double-skin Insulated EP5 ,
GR2SP,GDZLP,(�tZIP.AR2SP, (exterlor sfdn 27 ga.min.;fnterior sWn 27 ga.min.)Double- �
AR2LP,�2SP,ED2LP,4302, Cer{16'Z"up to 18'0"wlde)UVINDCODE�W4 Garege Door
HDGC,6202,SFC68,MFC68
Limits of Use Certification Apency Cert�eate
Approv�for use in HVHZ:No FLi5279 R4 C CAC Letter fth orooF of contract and oroof
Approved for uee outeide HVH2:Yes ,o�i�,nection.odf
ImpOat Re�istan$Yes ��5279 R4 C CAC W4 Listina Intertek odf
Design Pressure:+25 PSF/-25 PSF Quality Aseura�e CantratY 8zpiration Date
Otherc Solid doors(no glazing)are Impact-reststant(larne 05/21/2028
misslle Impact). Ir�llation Instruetiona
�t iS279 R4 II 104Qi7-Rev02.odf
Veri(ied By: Intertek Testing Services NA Inc.-E7L/Wamock
r��y
Created by Independent Third Party:
Etiralwtiwn Reporta
Creat�by Independent Third Party:
15279.26 026 W4-18 DSIU-1F371:9200, Double-skin]r�ulated PUR(exbeNor skln 27 ga.min.;Interior
9201,9203,HDP20,HDPF20, skin 27 ga.mfn.)16'2"to 18'0"wide WINDCODE�W4
HDPL20,7200,7201,7Z03,620D, Garage Daor
8201,8203
Limite of Use Certificatton Ayency Certitieate
Approved for use in HVH2:No FI 15774 a C C c Letter with proof of contract and oroof
Approved for use outaide HVNZ:Yes of Insoectlon.odf
ZmpaCtR4siStaM�N/A 1�15279 R4 C CAC W4 Ustina Intertek.odf
Deaipn Pressuro:+25 PSF/-25 PSF Quality Assurance CoMrect Expiretion Datm
Othere The OPTIONAL glazing aval�abie for this product 05/21/2028
meets the wind load requlrements of the building code but installatlon I�tructlons
DOES NOT meet the impact resistant requirement for Fl i5279 R4 II 104260-RevOl.odf
windbome debris regions.The product without glazEng DOES Verified By:Irrtertek Tesqng Services NA Inc.-ETL/Wamock
mmply with the Impact reslstant requirement for wlndbome Hersey
debris regfons(ref 1609.1.4 FBC}. Created by Independent Thlyd Party:
Evaluatlon Repor�
Geabed by Independent Third Party:
15279.27 027 W4-18 DSIUO-iK479:Canyan Double Skln Insulabed PUR(exherior sidn 27 ga,mfn.;
Rldge/Brookstone InGerior sidn 27ga.min.)witfi Overlay WLNDCODE�W4
Garage Door 16'2"ho 18'0"wide
, I,imits of Use CertiFication Agency Certificate
ApprOvtd f0�Yie ln NVHZo No FL15279 R4 C CAC Letter wfth oroof of mntract and oroof
ilpproved for use outside HVHZ:Yes of inSpecNon.odf
Impaet Realeta�:N/A FL35279 R�C CAC W4 Llsting Inter[ek.odf
Deslgn Pressure:+25 PSF/-25 PSF Quality 0.ssurance Contract Expiration Date
Other:The OPT[OWAL glazing avaliable for thls product 05/21/2028
meeLa the wlnd load requfrements of the building code but InotallaHon Instruetions
DOES NOT meet the Impact resistant requfrement for FL15279 Ra II 104458-Rev0l.odf
wlndborne debds regfons,The product without glazing DOFS VerlFled By:Intertek Testing Servlces NA Inc.-ETL/Warnock
comply with the Impact resistarrt requlrement for windbome Hersey
debris reglons(ref 1604.1.4 FBC). Created by[ndependent Third Party:
Evaluatlon Reports
Gea�d by[ndependent Third Party:
15279.Z9 028 W4-18 PAN-2F153:73,1500, Steel Pan(min.25 ga.)162"to 18'0"wlde WIWDCODE�W4
75,190,84A,44,42,4B,55,428, Gardge Door
489,555,4RST,6RST',4RSF,6RSF,
GDSS,GDSSV,GR5S,GR55V,
ARSS,ARSSV,EDSS,EDSSV
Limits of Uae CertNication Agency Certt(icate
Approved for uae in HVHt:PIO FL15279 R4 C CAC Letter with oroof oF contract and proof
Approved for use outeide HVFIZ:Yes of Insoection.odf
Impact Resistan�No EL15279 R4 C CAG W4 Listino Inte�tek.ndf
Desipn Pressure:+25 PSF/-25 PSF Quellty llasurenee Contred Expiration Dale
OZhere The sqndard glazing availa6le for this product 05/21/2028
meets the wind load requlrements oP the bullding code but Instailation Instrudions
�OES NOT meet the impact resistarn requlrement for FL15279 R4 II 10131 - 4.
windbome debris reglons. Verifted By;Ir►tertek T�tlng Services NA Inc.-ETLJWamock
Hersey
CreatPd by Independent Thlyd Party:
Evaluation Repotts
Geated by Independent Third Party:
15279.29 029 W4-18 PAN-2F443:G45,GS4, Gallery/Artistry/Expresslons:Steel Pan(min.24 ga.)16'2"to
GD45,GR4S,G4SV,GS4V,GD45V, 18'0"wide WINDCODE�W4 Garage Door
� GR4SV,E4S,ED4S,E4SV,ED45V,
SS4,AR45,554V,AR4SV
LImICs of Use Certlficat7on Ayency Certificate
Approved tor use In HVHZ:No E1.�5279 R4 C C.�G Letter with�rooP of contract an�i_prooF
Approved for use out�Ide HVHZ:Yes of insnedion,adf
Impect Reslstar�No FL15279 R4 C 1+ Wa I�ina [nCertek odf
Design Prossure:+25 PSF/-25 PSF Quellty Aasuranee Contrad E�Iratan Date
Other.The standard giezing available for this product OS/21/20Z8
meets the wind load requfrements of the building code but Inatallation Instructions
DOES NOT meet the Impact resis�nt requlrement for FLiS279 R4 II 10�a98-B-Revosu�F
windborne debris reglons, VeMfled By:Intertek Testing Services NA Inc,-ETL/Warnock
Hersey
Created by IndependentThird Party:
Evaluatlon Reports
Created by Independent Thfrd Party:
15279.30 03Q W4-18 PAN-�F446: G4L,GL4, Gallery/Artistry/6cpresslons:5teel Pan(min.24 ga.}362"to
GD4L,GR4L,64LV,GL4V,GD4LV, 18'0"wide WINDCODEta�W4 Garege Door
GR4LV,E4L,ED4L,E4LV,ED4LV,
SIJ�,AR4L,SL4V,AR4LV
' Limits of Use CertfFlcatian Apency CertFficate
Approved for use in HVH2�No FL15279 R4 G GAC LP�+Pr wlth t rr a �g�
ApprovM for use outside NVHZ:Yes of Insnection.odf
ImpOct Resietert�No FL1527�,R4 C CAC W4 Listing Intertek pdf
Desipn presQur�+25 PSF/-25 PSF Qualityr Assuranee Contraet Expiratioa Date
Otbere The standard glazing avallable for tf�is product OS/21/2028
m�ts the wind load requirements of the bullding wde but InatallaEloa Instructions
DOES NOT meet the Impact resistant requirement for FL].5279 R4 II 103498-B-Rev05,p�'
wlndbome debris regfons. Verifled ey: Intertek Testlng Senrices NA Inc.-Efl/Wamock
Hersey
Geated by independent Thfrd Party:
Evaluetion Repotts
Created by Independent Thlyd Party:
15279.31 031 W4-18 SPO-2F449:Grand Steel Pan(min.24 ga.)wlYh O�eNay,16'2"up to 18'0"wlde
Harbor,Stone Manor WINDCODE�W4 Garage Daor
Limlts of Use Certification Agenty Certificate
Approved for usie In NVHZ:Na roof of a d
Appraa�ed for use out9ide HVHZr Yes of insoectton.odf
ImpaCt Resi�tant:N/A FL15279 R4 G GAG W4 Listing Intertek.odf
DesFpn Pressurei+25 PSF/-25 PSF Quality dssurance Contract 6cpiratlon Date
Other:The OPTIONAL glazing available far this product OS/21/2028
meets the wind load requirements of the building code but Installatian Inatructlons
DOES NOT meet the impact reslstant requlrement for FLL5279 R4 II 103551-RevoS.odf
windbome debris regions.The product wlthout glaztng DOES Vertfled By:Intertek Testing Services NA]nc.-ETL/Wamock
comply wlth the impact resis�nt requlrement for wind6orne Hersey
debrls reglons(ref 1609.1.4 FBCj. Created by Independent Third Party:
° EvalueHon Reports
Created by Independent Thlyd Party;
15279.32 032 WS-09 DS[E1A471:GD1SP, Gallery/Artlstry/Expresslons: 1-3/8°Double-skin Insvlated
GR15P,GD1LP,GRSLP,ARiSP, EPS(exterior sWn 27 ga.min,;Interior skin 27 ga.min.)
ARiLP,miSP,EDiLP,4132,213z, Single-Car(up to 9'0"wfde)WINDCODE�W5 Garege Door
6132,SFGiB,MFC38
Limits Of Use Certification Agency CertFficate
Approved tor use in FIVlIZ:No L�1 279 R4 C CAC Letter wi�h qroof of contract and oroof
Approved for use outslde HVHZ:Yes of lnspgctton.udF
ImpactResistsnt:N/A F1,15279 R4 C CAC WS LJstina Intertek.odf
Destgn Prossure:+30 PSF/-32 PSF Quplity Assvrance ContraCt Expiration Date
Other:The OPTIOIVAL glazing available for thls product 05/21/2028
meeCs the wtnd load requirements of the building code but Installation Instructions
' DOES NOT meet the impad resfstant requirement for FL15279 R4 II 103971-Rev02.p�
Windbome debris reglons.The product without glazJng DOES Verifled By:InbertekTesdng Services NA Inc.-ETLJWarnock
comply with the Impact reslstant requirement far wlndborne Hersey
debrls reglons(ref 1609,1.4 FBC). Created by Independent Thlyd Party:
Evaluation Reports
Created by Independent Thlyd Party:
15279.33 033 W5-09 DSIEO-iF479: Double Sldn Insulated EPS(exterior skln 27 ga,min.;interior
Coachman/Settlers/Afflnity skin 27ga.min.)with Overlay Single-Car(up to 9'0"wlde)
WINDCODE�WS Garage Door
Limib ot Uae Cert�fication Aqency CerliFlcete
Approved for use in HVHZ:No FLL5279 R4 G GAC Letter wlth oroof of cnntract and oroof �
Approved for use outelde F9YHZ:Yes of Inspedion.odf
Impaet ResistaM:N/A FL15279 R4 C CAC WS Listing Intertek.odF i
Design Pressure:+33 PSF/-37 P5F Quelity Asaurance Cflntract Expiration Date
Qther:The OPTIONAL glazing avallable for thIs produd OS/21/2028 i
meet,the wlnd load requirements of the buifding code but Installation Instructions �
�OES NOT me2t the impatt resistant requirement for FL15279 R4 Ii 102996-RevO6.odf I
wlndbome debris rtglons.The product withaut glazing DOES VeriFled By:Intertek Testing Services NA]nc.-ETL/Wamock i
compty with the impact resistant requlrement for windborne Hersey I
debHs reglons(ref 1609.1.4 FBC). Created by Independent Thlyd Party; I
4
d •
Yr
i '
�
Evaluadon Reports
Created by IndependentThlyd Party:
i 15279.34 034 WS-09 DSIU-iFi71: 9200, Double-skin Insulated PUR(exteNor skin 27 ga.min.;irrterior
4201,9203,HDP20,HDPF20, skln 27 ga,min.)Singfe-Car{up to 9'0°wide)WINDCODEC6�
HDPL20,7200,7201,7203,8200, WS Garage Door
8201,8203
Limlts of Use Certification Ayency Certifica� �
Approved for use in HVHZ:No Fl ti 527Q R4 C CJ1C Letter with oroof of contract and oroof '
Approved for use outeide HVHZ:Yes of insoectlon.odf
ImpactReslstant:N/A �5279 R4 C CAC WS Llsting InYertek.odf
Deaipn Pressurt:+30 PSFJ-3Z PSF Quality Assurance Contraet Ezpfration Date
Other:The OP170NAL glazing a�raliabie for this product OS/21/2028
meets the wlnd load requirements of the building code but Instaltetlon Instructlons
DOES NOT meet the Impad resistant requlrement for FL15279 R4 II 104188-Revol.odf
wEndborne debrls reglons.The product wlthout glazing DDES VeriFed By:Intertek TesUng Servfces NA]nc.-ETUWamodc
comply witJ1 the impact resistant requirement for windbome Hersey
de6rls regions(ref 1609.1.4 FBC). Created by]ndependent Thlyd Party,
EWaluation Reports
Created by 7ndependent Third Party:
15279.35 035 W5-09 DSIUO-iK479:Canyon Dauble Sidn Insulated PUR(exterior skin Z7 ga,min.;
Ridge/Brookstone InOerior skln 27ga,min.)wlth Overiay Sfngle-Car(up to 9'0"
wide)WINDCODE�WS Garage Door
LimFts of Uae CerriFication Agency CertiFeeate
Approved for uae in HVH2:No FL15279 R4 C C�,C Letter with proof of rnntract and proof
Approved for uae outside HVHZ�Yes of Inspectlon.�d[
Impaet Fteslatant:N/A FL15279 R4 C CAC WS Llsting Intertek.odf
Desiqn Pre9sure:+30 PSF/-32 PSF QuAtity Assurence Contract Explration Date
Other.Yhe OPTIONAL glazing avaflable Por thls product 05/2i/2028
meets the wfnd load r�uirements of the bul[ding code but Instellatian Instructiona
DOES NDT meet the impact resistant requirement for FLi5279 R4 I] 104459-Rev0l.udf
windborne debHs reglons.The product without glazing DOES VerlFled By:intertek Testing Servtces NA Inc.-ETL/Wamock
comply with the impact resistant requirement for wlndborne Hersey
debrls regions(ref i669.1.4 FBC), Created by lndependent Third Party:
EYr�luation Reports
Created by Independent Third Party,
15279.36 036 W5-09 PAN-ZF�51: 64A,94, St-sel Pan(min.25 ga.)Singl�Car(up to 9'0"wide)
73,75,1500,190,76,76V,4FtST, WINDCODE�WS Garage Door
4RSF,6RST,6RSF,2RST,48,42,
55,489,42B,SSS,GDSS,GDSSV,
GRSS,GR55V,ARSS,ARSSV,EDSS,
�5SV
Limits of Use CertlFlcatian Agency CertHlcate
Approved for use in HYHZ:Na FL15279 R4 �S'.AC Letter with proof of contract and oroof
Approved for use outside HYH2e Yes of insoection.odf
Impact Resistan�Yes FL15279 R4 C CAC WS Listina Intertek.odf
Design Prr_Saure:+3�PSF/-32 PSF Quality Assutance Contract Explrattpn DOte
Otheri Solid doors(no glaztng)or doors with optlonal 05/21/2028
impact-resEstant glazing a�e Impact-resistant(large misslle Installatian Inatructions
impact). FL15279 R4 II 102110-A-Revl7.odf
VerlFled By: Intertek Testing Services NA 7nc.-ETLJWamo�k
Hersey
Created by IndependentThlyd Party:
Evaluation Reports
Created by IndependentThird Party:
15279.37 037 W5-09 PAN-2F151:84A,94, Steel Pan(min.25 ga.)Single-Car(up to 4'D"wide}
73,75,1500,190,76,76V,4RST, WINDCODE�WS Garage Door
4RSF,6RST,6RSF,2RST,48,42,
55,48B,42B,555,GDSS,GD55V,
GRSS,Gf�SSV,ARSS,ARSSV,EDSS,
ED5SV
Limlta of Use Certification Agency Certi(Icate
Approved for u9e�n HVN2:ND FL15279 R4 C CAC Letter with nroof of rnntract and oroof
Approved for use outside HVHZ:Yes of insnedion,odF
Impact Resistarrt:No FL15279 R4 C_CAC WS Llstlna Intertek,vdF
Design Pressure:+30 PSF/-32 PSF Quatlty Asaurance Contract Expiretion Date
Other:The standard glaztng available Por thls product 05/21/2028
meets the wfnd load requlrements of the building code but Installatien Instructions
DOES NOT meet the impact resfstant requirement for FL15279 R4 II 102110-8-Revi7.odf
wlndbome debris regiau. Verified By:Intertek 7esting Services NA Inc.-ET1JWamock
Hersey
Created by Independent Thlyd Party:
Evaluation Reparts
Created by Independerrt Third Party:
15279.38 038 WS-09 PAN-2F441:G45,G54, Gallery/Artistry/Expre�lons Steel Pan{min.24 ga.)Single-
G4L,GL4,GD4S,GD4L,GR4S, Car(up bo 9'0"wide)VJINDCODE�WS Garage Door
il
, �
GR4L,G4SV,GS4V,G4LV,GL4V,
Ga4SV,GD4W,GR4SV,GR4LV,
E4S,E4L,�45,ED4L,E45V,E4LV,
ED45V,ED4LV,SS4,SL4,AR4S,
AR4L,5S4V,SL4V,AR45V,AR4LV
Limfts of Use Certification Apenry CQrtiFicate
Apprpved(oY use in HVH2:No FL15279 R4 C GoG LeLter with proof of contractand oroof
Approved for uce outeide HVHZ:Yes of i�saection.odf
Impact Resis�nt:N/A R.i5279 R4 a WS Isting IntQrtP4 nrlf
Deaign Pressure:+30 PSF/-32 PSF Q�rality Aasuranoe Contract Expiration Date
Other;The OPTIONAL glazing available for thls product 05/21/2028
meets the wind load requlrements of the building code but Inslalletion iostructiona
DOES NOT mEet the impact resistant requirement for FLI5279 R4 II 303487-RevD6.�dF
windborne debris regions.The produd wlthout glazing DOES Verifled By: Intertek Testing SeMces NA Inc.-ETl./Wamack
comply wlth the Impact reslstant requirement for windbome Hersey
debrls reglons(ref ifi09.1.4 FBC). Q+eated by Independent Thlyd Perty:
Evaluation Fiepurts
Created by Independent Thlyd Party:
15279,39 039 WS-09 PANSP-2F151:73SP, Steel Pan(min.25 ga.)Single-Car(up to 9'0"wide)
15SP,76SP,76VSP WINDCODE�WS Garaga Door
Limits of Use Cert1liestion Agency CeWficate
� Approved for u6e in HVHZ:No R15279 R4 G CAG i.etter wfth nroof of eontract and proof
&pproved fo�use out9ide HYH7s Yes of insoection.odf
Impatt Resietantt No R35279 R4 C CAC w5 Listina Intertek.odf
Design Pressur�+32 PSFJ-37 PSF Quelity Assurartce Co�ract Fapiration Date
Other�The standard glazfng avaliable for thls produd 05/21/2028
meets the wlnd load requlremen�oP the buifding code but Ina�llallon Instructlons
DOES NOT meet the impact resistant requlrement for FL15279 R4 II 103556-B-Rev06.odf
wlndbome debrls regions, Verified By:Intertek Testing Servi�es NA]nc,-ETLJWamock I
hlersey
Created by Indeper►dent Thlyd Party:
Evaluation ReporGs
Created by Independent 7'hird Party:
15279.40 040 WS-09 PANSP-2F151:735P, Steel Pan(mfn.25 ga.)Single�ar(up to 9'0"wlde)
i55P,76SP,76VSP WINDCADE�W5 Garage Door '�
Limits of use Certification Apency Certi£cate
Approved tor use In HVHx:Na FL15279 R4 C CAC Lgtter with oroof of contract and oroof
Approved for use outslde HdFiZs Yes s�fJnsp�ctt�n.odf
ImpaCt Resistent:Yes FL5279 R4 G GAC WS Lis#ing Intertek.odf
Design Pressure:+32 PSF/-37 PSF Qualily Assurance Contraet Ezpiration Date
Dther:Solid doors(no glazing)or doors with optbnal OS/21/2028
Impact-rnsistant glazing are Impact-resistant(large misslle Installation Instruetions
Impact). FL15779 R4 1I 1035�-A-Rev06.odf
Verifled By:IntertekTesting Services NA Inc.-EfL/Wamork
Hersey
Creabed by]ndependentThirti Party:
Evalu�tlon Reporb
Created by Independent Thlyd Party:
Go to Page ��---, � � � Pa4e 2/8� m ,
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The State o�Florlda Ig an AR/ff0 employer.Coyyripdt 2007-2013 Stete of Fioride.::Privacv 4utement::Acceevlbllitv Statement::gefuntl Stetement
Unaer F7awn Iew,amaH adar�ns are publk remrts,If you do not warrt yovr e-meli address released tn res0orae m e pubiic-`emrda raquest,do not send eleckonic
- mall to thie entity.IneteeE,eontaet tho offica by phvne or by trnditlonal matl.Cf you bave any c�estlo�u,pieasa wntact 650.487.1395.•Putsuant to Ser.tlon 455.275
(i),Florba Statutas,eHe�Ne October 1,2012,Ilcensees OcenseA under Chap2er 455,F.S.must provtde the Depar[ment with an emall address�t�ey have one.The
emalls provlded may be used(or offldal communketion with the Ikensea.Howeveremaii eddrecses are puhiic remrd.[f you do not wtsh to aupply a personel adtlross,
ptease provide Ne Depertmnrc with an emall uddrge whkh mn be mada avallable to tha pu6pc,To d�tartnlne K you are a licensee under Chapter 455,Fw„ptease i
ellde h¢ro
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;:ii: Pa:rty's�"`---^
_ ._f' _�9 FL# FL12231-R2
Appllcatian Type Revision
Code Verslon 2014
Application Status Approved
Comments
Ar�ived -
Product ManuFacturer Styte Crest Inc.
Address/Phone/Finall 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.pope�stylecrest.net
Authorized Sipnature Lewls Pope
lewis.pope@i stylecrest.n et
Technical Representetive Lewis Pope
Address/Phane/Emall 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.popet�stylecrest.net
Quallty Assurance Representative Lewis Pope
Address/PhonelEmail 600 Hagerty Rr
Fremont,QH 43420
Iewis.pope�peiy-foam.com
Cabegory Panel Walls
Subptegory Siding
Complianoe Method Evaluadon Report from a Florida Registered Ar�ltect or a Licensed
Florida Professlonal Enpineer
� Evaluation Report-Hardcopy Reoeived
Flodda Engineer or Architect Name who developed Eric].Tompos P.E.
the Evaluatlon Repart
Florida License PE635J,1
Quality Assurence Entity Archibedural Testing,Inc
Quafity Assurance Cantract 6eplratlon Date 12/31/2018
Valldated By William R,Helden III,P.E.
[Validatlon Checklist-Hardcopy Recelved
CertlBcate of Independence FL12231 R2 CQI F�T COI odf
Referenoed Standard and Year(of Smndard) StsndeM rear
ASTM D3679 2009
Equlvalence of Product Standards
CerqFled By Florida ucensed Professional Engtneer or Architect
� EL12231 R2 Equlv Eaulvalence of Product Standardt STCS11111-8
2015-�8-19 Sealed.ndf
Sections From the Code
- . i
�
Product Approval MMhoQ Method 1 Opdon D
Date SubmitYed D7/22/2015
Date Validated 08/30/2015
Date Pendfnp FBCApproval 09/p6/2015
Dete Approved 10/16/2015
Summa of Products
PL# Modd,Numb�r or Nime Descrfptwn
12231.1 Fairtield,Alpine Rldge and D4,DL4,DS and DLS Conf]purations
Rldgeview Vrryl Siding
umlb of We Installation Instructiorc:
Approved for ume In HVHZe No FL12231 R2 II In�..allatlon In��alons Atta�hm n Details
Approved far use outside HVHZ:Yes 2p15-08-21.odf
Impact Reslatant:fdo FL12231 R2 II Vlnyl Sldlno Installatlon 2011,�
Desipn Pressurc+N/A/-59 VeHfled By:NTA,InC.
Other.Design pressure varles based on the Insqllation Created by IndependentThlyd Party:Yes
mett�od.Please refer to the evaluatlon report for the proper Evaluatron Reports
design pressure based on the Installatlon. Fl izz31 R2 AE Eval�aHon Report S7Gi12111-8 2015-08-
19 Sealed.odf
Creat�by]ndependerrtThlyd Party:Yes
--�
12231.2 Harbour Crest,Spiegel Grove, D4,DL4,DL4.5,D5,DL5 and T3.33 Configurations
Addison tielghts,and Sawmlll Vlnyl
, Siding
Llmlts of Uae Installation instructions
Approved for uce In HVHZi No FL12231 RZ II Instal{adon Instructions Atta hm �*narafls
Apprm�ed for use outelde FtVHZ:Yes �015-OB-21.odf
Impact Reslatantt No FL1223� R2 II Vlnyl tidina Incranartnn OS1 odf
Deslgn Pressure:+N/A/-74 Ver{fled By:M'A,Inc.
Other:Design pressure verles based on tha Installation Created by IndependentThird Party:Yes
method.Please refer to the evaluetlon report for the proper Evaluation Reporb
deslgn pressure based on We Insbllatlon, Fl� 1 R AE Eval�atlon R port ttG111111-8 2�J35-08-
19 Sealed.odf
Created by Independent Thlyd Party:Yes
12Z31,3 Oak Harbor,Bristol Bey and Town D4,DL4,DL4.5,D5,DL5 Conflguratlons
Square Vlnyl Sldinp
Limiffi of Use In9tallptfon Instructions
Approvsd for use in HYH2:No fL12231 R2 II installatiQRInstructlonspttachment Detalls
Approved for ure oubide HVHZ Yes 2015-OB-2i.odf
In+pact Resistant:No FL32231 R2 II Vinvl Sidlna InsSallatlon 2011.odf
Desipn Pressure�+N/A/-59 Ver(fled By:NTA,]nc.
Other�Design pressure varles based on the Installation Created by Independent TY1ird Party:Yes
method.Please refer to the evaluatlan repart for the proper Evaluptlon Reports
d251gn phessure basCd on the installatlon. FL32231 R2 AE Evaluadon Reoo[t�Cilllii-S 20] -DB-
19 Sealed.pdf
Created byIndependentThlyd Party:Yes
12231.4 Pro Pride DL4.5 Cordigurations
Limits of Use instsllatlon InMructions
Approved for use in HVHYo No FL32231 R2 il Ins*��_������action�0��'arhmanf f]n}allc
Approved for use outside NViiZ:Yes 2015-08-21.odf
Impact R�st�Ms NO FL32231 RZ II Vinvl Sldina Installatlon 7011 odf
Deeiqn Pressure:+N/A/-76 Verified By:NTA,Inc.
Other�Deslgn pressure vaNes based on the Installatlon Created by Independe�t Thlyd Party:Yes
method.Please refer to the evaivatian report for the proper Evoiuetion Reporm
deslgn pressurt based on ffie Insbllation. FI.12z31 Rz AE Evaluation Reoort�CI11111-8 2015-08-
19 Sealed.odf
Created by Independent Thlyd Party:Yes
12231.5 Prospan Premium,Dura Span and T4,D5 Configurations
Pioneer Vinyl Siding
Llmits of Uee Installatlon Inahuctbns
Approved for uae in HVHZ:No F�12231 R2 II Inst�llatlon In�*uctlons Atta hm n D�tall�
Approv�d for use autelde HVHZ:Yes �.015-08-21.p�
Impad R�si�taM:NO Ft 12231 R2 II Vinvl Sidlna Instaflation 2011�df
Deslgn Pressura+N/A/-37 Vertfied By:NTA,Inc.
Other.Design pressure va�tes based on the InstallaUon Created by IndependentThlyd Party:Yes
method.Please refer to the evaluatlon report Tor the proper Evaluation Reparts
design pressure 6ased on the Installation. Fl f�Z31 R2 AE Evaluallon Reoort S'�'Cii l i 11-8 z015-08-
l • . '
19 5 a_g led_odf
Created by Independent Third Party:Yes
12231.6 Select Serles Beaded Siding and Be�ded 6.5 Conflguration
Lexington Series Beaded Ynyl
S'�ding
Limits of Uca Inataflatian Inatructions
Approved Tor usc In HVN2:No FL12231 R2 II InsCailatfon Instructions Attachment Details
Approved for use outefde HVHZ:Yes 2015-OS-21.odf
�paet Reyls��No FL12232 R2 II Vinvl Sidlna Installatlon 2011.odf
Oeaign Preseure:+N/A/-74 Verifled By:NTA,Inc.
Other:Design pressure varlPs based on the in�allatlon Created by IndependentThird Party:Yes
method.Please reFer bo the evaluatlon repart for the proper Ev�luatian Reports
deslgn pressure based on the Installatlon. FL12231 R2 AE Evaluatlon Reoort STC111111-B ZD1�08-
19 Sealed.odf
Created by Independer�t Third Party:Yes
iZ231.7 Select Series Board and Batten and Board and Batten ConRguraHon
Lexing6on Serles Board and Batten
Vinyl Slding
Llmka oi Use Installation Instrvetiona
ApproYed for use ln HVH2:No FL77_231 R2 II ]nstallation Instructions Attachment Detalls
Approved for use oublde HVH2:Yes 2015-o8-�i.ndf
Impaet Resistant:No FL3 231 R2 Ii Vinvl Sidlnq Fnstallatlon 2011.odf
Deafgn Pressure:+N/A/-50 VeHFled By:NTA,Inc.
Other:Design pr�vre varies based on the Installation Created by Independent Third Party:Yes
method.Please refer to the evaluatlan report for tlie proper Evaluation Repor�
deslgn pressure based on the installatlon. FL12231 R2 AE Evaluatlon Reoort STCS11111-9 2015-OS-
19 Sealed.odf
Croated by Independer�t Third Party:Yes
12231.8 7imbermlll D4,S7 ConfiguraUon
Limit�of Use Installation Instruttiona
Apptoved for use in HVHZ:NO FL12231 R2 II Snskallation]nstructlons Attadiment Details
Approred for usa outside HVFIZi Y� �p15-08-21.udf
Impaet Res9afant:Mo FL12231 R2 II Vinyl Sirling Tn.stallat)�n 2otl.�df
D�sipn Prasnure:+N/A/-72 Verified By:NTA,Inc.
Other.Desfpn prnssvre vari�based on the Installatlon Creabed 6y Independent Third Party:Yes
method.Please refer to the evaluadon report for the proper Evalttatlon Reports
d�sign pr�essure based on the Installation. �'2231 R2 AE Evaluatlon Reoo�SSCililii-B 2Di5-08-
19 Sealed��df
Created by IndependentThird Party:Yes
12231.9 Timbermill Log Cabin Panel Slding Cabin Board(56.5)Configuratlon
�imits of Use instatlation Inatructtons
Approved tor use in HVHZ:No R12231 R2 II fnstallallon Instructions Attach ent Details
Approved tor use outslde HVHL•Yes 2015-08-21.�df
Impact Resistant:No F112231 R2 [I Vfnv{ Sldina_Instaliatlon 2011.odf
Design Preasure:+N/A/-100 Verifled Hy:NTA,]nc.
Other:Design pressure varfes based on the InstallaUon Created by Independent Th1rd Party:Yes
method.Please refer to tlie evaluaHon report for the proper Evaluation Reports
deslgn pressure based on the installation. FLi2231 R2 AE Eval�atlon Report STG111111-6 2015-OB-
1�Sealed.odf
Created by IndependentThlyd Parly:Yes
12731.10 Timherrt1111 Vertital Slding DS Conflguratlon
Llmits of Use Installation Inetruetions
Appeoved for use In HVHZ:No FL12231 R2 II Installatlon Instructfons Attachment Detalls
Approved for use outside HVHZ:Yes z015-08-2i.odf
ImpaCt R�Sleta�No EL12231 R2 II Vinyl Sidina Installatfon 2011.Qdf
Deslpn Pressuro:+N/A/-57 Verifiea 8y:NTA,Inc.
Others 10"oc InM OSB sheathing Created by Independent Thlyd Party:Yes
Eveluatian Reports
FL12231 R2 AE Evaluatlon Report5"fCiiliii-8 2015-08-
19 Sealed.odf
Created by Independent Thlyd Party:Yes
6edc Na�R
Contad Us::1940 North Monme Stmet.Tallahassx FL 32399 Phm�e:850�87-1824
The S�te of FloHda Is an M/EEO employer.[oevrlaht 2007-2013 State oF Florlda.::Pmre�v statement::Accaai6Altv Statement:;RefunE Stateme+it
Under Flortda law,mwll addrecsee ere pu6lic reoords.IT you do not want your rma�adMess teleased In response m a publk-remrtl�requesi,da nd send elnctmnk
matl W this entiry.Insered,matea ehe offlce Dy phone m by tradBlonal med 11 you have afry questianc�please toMatt BSDAB7.1395.�vuesuant m S�alon 455.Y75
(1),florlda Smtu�,effeNve O[to6er 1,2012,Ilcenaees Iltansed untiv CAeptv 455,F.S.'mai provWe Me Department Mth an emall eddress if Mey�ave o�.The
mmtis pmvldod may be used for offldal communkatlon with the licensee.Howav�emaN address��re pubik rc�d.ff you do not wis�to suppy a pasorel aGOress,
pleeae provfde tlre Deparbne�rt with an ematl addrecs whlch csn be made avallaEle m Ne Dublk.To dvtertnlne If you are a liomsee under CFwpter 455,F,S.,pleese
c9ck�,.
" ' �
ProdudApproval ACo�pea
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seCUtiNmr.tx¢s
, + r
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Installation Instructions: Attachment Details
Tabte 1:Ailowab�Presaurea'�'
Auowable Pressaro'x IPst1
Additlona!Product TYA1�+�� , a
Product Nartre �m� Pratee Thk:knes6 Natls Steples
pn.}
1s-oo 1s"oc b-oa 1s'oa 6"oc
Pro Pdde — OLt.S oA38 76 744 � '160
49 psF,12'oc fnto OSB
DuraSpan Prosp�n Premlum � O.�fl Shealhing w
(rutiaal applteation) Pfoneer T4 37 psf.1Y oc tnto OSB — —
sheathing
AIpInB Ridge or �'DL4 120 — i70 78 —
Felrf�eld Rldgaview 0.044 ^
05,DLS 69 — 122 59
Beaded S1din0 Lextngbon SeHOs �� 0.044 74 — --- — —
Select Series Board LexinHton 3erle� 8o�rd and 9.048 54 — — 45 —
and Balten Board and Batten Betten
Splegel Grova or D4,01.4, .�� —
HadwarCreat 0lddison Melghts or Df..d.5,D5, 0.040 74 — 17A ��
SawmRl DL.$T3.33
D4,DU 120 — 970 78 --
Qak Harbor B���l or Q.�a
Town S4uarc DL4.5,D'.i,
�� 58 — 122 59 —
Cabin
Tlmbermlil Log ` gQp� 0.042 100 — — -- —
Cabin Penet (S6.6�
D4 1U0 — — — -'
Timbermiti --- 0.042
S7 72 — 132 — —
', Tlmb�rmtll _, p5 0.042 �psf,10'ao Into OSB � —
(v�tical appllcatinn) g����9
NlovraDie pressura determined In accardance wqh AS7M D3679-09a. AcCordingly.aAowa6le test pressures were ralcufated usmg the tolbwing
equation:pP�P/(0.36x 1_5����re R�1�$VE��Dfl 818IfQ iffit PI�S9UIC.
'Nlawrable Qressure applfes to the sTding only.The Etrength oi tha struoWtal sheath3n8,framing,and the withdrawal strength o}!he spedfied cartnedors tn
Ihe strucm�a!fremheg must be designed In axordance witlt ac�eepted enginegdng praettce by a reglster�design proFosslona�.
'Reter to Sedion 5.4 for(astener requirements and reTerenc:ed test reporlstar addftlorcal de2ai)s oifnstatlaflon.
'Seaond value is for OnuWe Stspled at ifi'oc.
� •
� � �
1. The product Illu5trated satis6ea the requiremenfa for the Florida Budding Code Fifth Ed�ion(2014)NOT InGuding
HVHZ
2. The Installation drawings depided are in ecxorciance with the Florida Buitding Cade and the manufacture's
installation requ�ements.
3. The pr�ucts must be fnatalled over a minimum 7/18'waod structural panel sheathing(Ptywood or OSB)with sn
approved weather resistive barrler placed under the slding
4. Flashing must be Irts�ped as necessary et all openings,penetretions or abutments of disstmilar meterials as
' required by the Building Code.
5. Wond framing ir�stallations are assumed to be 2X S-P-F(G=D.42)or denser.For fnstallatfon into wood framing use
1-1/2"long 11 Gauge r+ooflr�g rmils or 7/9B'X 1-1lY long X 16 geuge staples
6. The fastener must 6e able to peneUate not less that�/.inch into the iraming or fuRing.A 1/16 to 1/32-Inch space
shap be between the fastener head(nail or staple)and the feoe af the vinyl nalling hem,so aa ndt ta restrid
movement due to expansion and contraction.
7. Corrosive resistant fasGeners shall be used.
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����_:r:^..,
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--_ —`�^ �PLYRC�OD cR�8}
� Walllipght =_ �_
w�n�ewa� +�nm s�o�t+o
vrrn.sa�+c
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City of Zephyrhills ,����
BUILDING PLAN REVIEW CONIlVIENTS l
Contractor/Homeowner:
Date Received: �- 27--��
Site: 2 <
Pemut Type: �Qi���D�-� �
-�-
Approved w/no comments:0 Approved w/the below comments:� Denied w/the below comments: O
`�.
( � � � .� ;�. f � �' �� �
J
This comment sheet shall be kept with the pemut and/or p .
� Kalvin Switzer-Plans Examiner Date Contrac r and/or Homeo ner
� (Req ed when comm ts are present)
Florida Building Code Online Page 1 of 2
A_ �_ # .t`riz't' ..E u •i. ..y _ - �,�� �� - - --�-
� � • , — e �' - . up i�K� e` � � _
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�p���(�tcf B0.5 Home i I.oC In ;User AeQistration I FiotToDta�i Subrtmt Surd�a'ge I Sta6 Q Fac[s Publlretmr�s� FBC Sbff� DQS 9m MaP•` unls 4 SeaRh.`�.
BUSI�IQS �.
' Professi � 1 �use dR P���rovel
Regulation
� BnALt!Acorm�ul Menu�Prcduct or aonliation seerch>Acdlwtlon lht>Ap�ltatlan oN!&
� '�':��.'�=�•+ !
L��� , , R# FL7561-R3
- � Apptlpdon Type Revlslon
Code Verslon 2014
Appll�atlon Status Approved
Comments
Archfvtd �:
Product Manufacturer Eltte Aluminum Corporatlon ,
Address/Phone/Emall 4650 Lyons Technology Parkvray
Coconut Creek,FL 33073
(954)949-3200
dk@ doldmeng Ineering.net
AuthoHzed Signature Do Kim
dk@doldmengineering.net
Technical Reprnsentadve Dan Cooke
Address/Phone/Emall 1801 MW 64th Street
Ft.Lauderdale,FL 33309
(954)491-3700
elltealum�Daol.com
�Quality AssurarKe Representative
Addrtss/Phane/Email
GateBory Roofing
Subcategory Products]ntroduced as a Result of New TechnoloQy
Complfence Method Evaluatlan Report from a Florida Reglsbered Arch(tect or a uaensed
Florida Prof�esslonal Engineer
i� Evaluadon Report-Hardcopy Recelved
Florida Englneer or Ard�ltect Name who developed Do Kim,P.E.
the EvaluaUon Report
' Flarlde License pE-49497
Quality Assurance Entlty Quality Auditlng-Insdtute Ltd.
Quality f�SSUrante Contract 6cpiratlon Date 11/30/2020
IValfdated By ]ames L Buckner,P.E.at CBUCK Engineering
�� Validadon Checklist-Hardcopy Re�eived
I Certiflcate of Independence FL7561 R3 COI Cert of Indeoendence.odf
Referenced Standard and Year{of Standard)
I� EquFvalence oF Product Standards
i CertiHed By
I
� Sectlons frnm the Code
1709.2
https://www.floridabuilding.orglpr/pr_app_dfl.aspx?param=wGEVXQwtDqsqJkzX72Beu... 1/27/2016
Florida Building Code Online Page 2 of 2
i � -
I Product Approval Metl�od Method 2 Opuon e
Date Submitted 04/30/2015
Date Valldated OS/01/2015 .
Date Pending FBC Approval OS/10/2015
Datp Approved 06/7�/2015
Summe of Praduets
FL tF Model,Numher or Name Deacription I
7561.1 Aluminum/Aluminum Composiba 3"/4y6'x0.D24°xilb EPS Composite Panel,
Parrels 3'y4"/6'x0.D32xilb EPS Composite Panel,
3'y4°/6"x0.024°x21b EPS Comp�ite Panel,
3"/4°/6"xD.030°x21b EPS Composite Panel, �
Llmlta o}Use Installation InatrueNoni
Approved for use in HVHL•Yes H_7561 R3 II Elfte R7561-R3 2014 FBC Installadort
dpproved tor use outsldc HVFIL•Yes pwo.odf
Lnpoct ReslstaM:No Verified 8y:Dn Klm,P.E.PE 49497
Des�pn Pressure:+80/-80 G'Bdted by Independent Thifd Pa1'ty:Yes
Other.]n HVHZ,not to be used In�ructures cansiderod Evduation Reports
living areas per FBC Sectian 1616 unless impact protectlon FL7561 R3 f+E Hite Alum FL7561-R3 2014 FB�
is provld�l.See lnstallaGon drawing for nominal allowable Evaivarion.odf
deslgn pnessvres and Spans. Gteated by[ndependent Third Party:Yes
Back Nert
GaMea tk;;i�0 NeRh Mm1Moe StnlT-TF111ahnssP.e ��phenl:950-487-1924
The Ste4 ot Florma Is an A0.)EED employef.Cowrloht 20U7-2013 SYa�of RoAda.::p�::�::Rehnd SmtwmeM
Undar F7o�a law,emvll addrcssns ere publ'e records�d'you do mt want your e�mall addreg relesse0 in respo�e bo a puDlio-rtcocds req�t,do nat Sa�d
e�eoronk mall to this entlty.lnst�d,mnbd Me aPfice by pho�or Ey tredmenel mal.[f you Nve erry quesFrons,pl¢ase aMut 850.487.i395.•Purswnt w
Sectlon�55.275(1),Ror�Statutes,etfeNve Otio6ar 1,Z012,Ikznseas Iloensed under[hapter 455,F.S.m�st prwlde tbe Deparhnent wltb an amell oddr¢�Ii
th�y tuve mro.'I�a emails pro+rlded mry be�}br altidal oemmWotlon wlth tl�e 6�nsne.Howsver ema0 addresses�ro publfc eemtd.[}yau dn rtM wlsh[n
apply e peremal eddre�,pleese ptovlde p�e D�ya'bnent wIM en em7ti e0press xhldi cen CO mEOe evafUbk t0 d�e DubPG To dttertn4rc If you e�e e Ikereee u�der
Cha0tv455.FS..Pleeee dsckpgm,
PIpQYCt App191ti1 AW�pZYi
��.�■
sccuritrsstriura
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ELITE PANEL SPAN TABLES: i. Net allowable loads are permitted to be multiplied by 1.67 to derive ultimate Ioads (psP). �
3' x 0.024 x 1 - LB EPS PAPlELS 3' x 0.032 x 1 - LB EPS PANELS 3' x 0,024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D O KI M
(ALL�WABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) CALLOWAHLE CLEAR SPAN CFIARTS) CALLOWABLE CLEAR SPAN CHARTS) s,qesao�qrea,��a
NE7 MAX ALL04A9LE SPAtd CFT) NET MAX.ALLAWAHI�E SPAN(F7) NET MA7f.ALLOMABIE SPAN CFT? N� 'MNx.ALLOHABLE SPAN fFT) CDNHULTINQ
p��pWpg� ALLONAHLE AlLO�dAHLE ���� 9TRU CTIJ RAL
LDAD CYSF L/60 L/120 L/]80 L/2�D LDA� CPSFY V80 L/12D L/180 L/240 I-DAD �SF)� V8D VIPD VIBO L/2�0 L�RD CPSF) L/BO L/L2D L/18f1 V2�0 ENOINEERB
> >sua iuo io � m �s •s v.ea ro e a
�an �o�v r eu c �sas e� v e reei aa
3D 70. 7A1 fi60 37 SM6 iL21 936 Y 1680 B�6 3� 37.93 ]75Y L7.7d ilE9 POBQK W67D
40 9 9P2 4fA La3 � 9 E LG' 9� 9 1W 2 40 �6�1 ][�S E9 lYvpqPLS�T7!
90 &1 7.79 W 50 091 90 157� Cl1E f¢m 7Y6M1a16efA9f9
7� n9g 7 6� 167 6u 52
7D L8 1 - - "!0 9 � - 70 1 &62 70 13SS 12i6 �6 � Re�/o O89[II 0ll
W Y. - ' 80 I¢2 - 7E16 IU3 G7E L6u
' ' A m IPP1�POVALFDRnmouC�
4' x 0.024 x 1 - LB EPS PANELS 4' x 0,032 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0,03D x 2 - LB EPS PANELS ���,��u
CAL�OWABLE CLEAR SPAN CHARTS> (ALL�WABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
a�ew�wfcm+orm
�T MA%.RLLOWASLE SPAN<Ffl �T MAX.ALLOVqBLE SPAN(FT) �T NAX.ALLOWABLE SPAN (Fn �T MAX. ALLOWABLE SPAN (FT> e 10tl�0°°�A��"�
ALLOVABLE AILWABLE ALLOdABLE ALLOWABL °^
LOAD tPSFJ� L/BO L/120 V1� l/24D L�A➢ (PSFJt L/SD L/120 V180 L/240 L�AD (PSF� L/80 V120 V160 L/24D LORD<PSF) V80 L/12D L/160 V24D e m"u�irmnu �
1RG0 1TG0 1 t0 30 E6S0 2R11 1921 10 21D7 21.7 10 2�57 C417 E�A7 ♦7
17L1 1]A1 1]ID PL 6L 72 SlA9 19.'l� l677 1 EI 23b� �la C3�1 �]3 �
] IPS� IEbE U38 30 I 7D 1 7 SS �
y�y� ggp 1� IC17 &74 �0 3 4 10 2151 051 2419 1&R
90 99 i SU DD 13. Sa 30 S1�16 � 1P13 W ffiu CWS 1888 16B0
fo 7'JS 364 3U 7J0 1 80 IS% LS% 1 ,9 fi0 7 71.70 � O
e o� �o �z,w - tt7s asa �ae �e � �
m u� - w iavs e.» u - eo asa ss w i i�2 wn� >- a
Z
6' x 0.024 x 1 - LB EPS PANELS 6' x 0.032 x 1 - LB EPS PANEIS 6' x O,U24 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS '„o ���
CALLOWABLE CLEAR SPAN CHARTS) (ALL�WABLE CLEAR SPAN CHARTS) <ALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS) �a� ��o
ALLOVA B L E �x.ALLWABLE SPAN(FT) ALLQ�AH� MA%,ALLOVAHLE SPAN CFn pLLONABIE MpX.nLLOVABLE SPA N CFT) ALLO ABL� �X' A L L O V A B L E S P A N(F T) �,�� o g a
LDAD CPSF) L/80 V]20 L/180 L/Z4D L�AD CPSf�� L/80 L/120 L/160 L/2�� LOA➢ �SF)� �/80 L/120 L/1B0 L/240 LOAD (PSF) L/80 L/120 L/IBO L/�40 E.c� V�w
�n e3m az� eu� io am eua e�a � ea�a eaeo ewo , e�.a� eaoo � �
tens IeuS �en 2o EA31 e321 nte et e ao zu ze •E�U
1517 1513 I 30 d69 1A�E 17S 3 28�7 30 �.91 82.91 PZS9 21ffi 3 bC�7 U-F
0 LRJ� IL31 t31� N e 11l@ 13.HE 11 1 6.13 t0 f0 22Y! Z�7 HHS �HS a p C dS��
9p 2 IPSI 12.1� 1R91 9C 17. 16bE 5� EQ�9 IA07 � 19.86 $j� d�
11l T &13 fi0 �8 16W IE22 7.13 2 17. 60 CLL� 2092 ELL�6 l �(� 0 Q
7p loA{ 1 44 Sf3 70 17.1 W 9.32 1P2 7o IA 1B.T9 t 77 21.11 E0.11 IA61 I�.HI W (� fS
W g,g �,9� 5,�� a.{] D 1SR �2 BO 18a� 1 19A� lRH7 16EB � G. O
ui
GENERAI.TIOlES sEw.�n�i vtTx �
!. Campaaik panefe shpll Ee mnstemted mi�g qrpa 3003-H154 dmnimun faoings,l oR P�F A57'M G57a o��penta hrend 8P3 cwin+w�cuumae
edltoa W alomimcn faoinga wilh Nhlwr�CMmin12D20D ISO grip.F�6du�ion W ba by FYite pm�cl p�rcta enly in '�'
�ccordanea whh epprovcd�ibriwtion me�hodv. O O O O O O O O 0 O o"'""��` °"�
2. Elhe roof pmels main�ein�UI.1715(Gd)elavs'B'(ut)ming and wv NER-501�pmvuL )O O O O�O O O O O� craamoen une
3. TM spteification hos 6an dalgned�d almll be fa6riated in aecocd.na with the ts�oitammb o�lha F7ueida Bulid'mg Code n n n sr.uF: �aov�r
S°Edition(FHG�,cm�oaite p�rcels camplp v+lth Chapa 7 Scclian 7Z0,Chapter 6 Scdion 803,Clase A imcrim fini�h,md . '"°�
Clupler2bSe�im2603.A111uni6uildmg<ade�mendmeMsshallb¢e�Watmqniea�d tNrcaock�w�omnsT_rnmr aP7[waL O Y. �'
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