HomeMy WebLinkAbout17-19127 CITY OF ZEPHYRHILLS
, __ •. 5335-8TH STREET '
(sis)�so-oozo �g�27
BUILDING PERI�IYT SINGLE FAMYL�f RESIDENTIAL
PERMIT iNFORMATION � � • LOCATION INFORMATION
Permit#:19127 Issued: 12/20/2017 Address: 7818 KAY MARIE AVE LOT 318 ',
Permit Type: ALUMINUM ZEPHYRHILLS, FL. j
Class of Work: ALUMINUM PACKAGE Township: Range: !
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 2,700.00 Total Fees: 262.50 Subdivision: GRAND HORIZONS
Amount Paid: 262.50 Date Paid: 12/20/2017 Parcel Number: 34-25-21-0180-00000-3180
CONTRACTOR INFORMATION OWNER INFORMATION
Name: B & H CONSTRUCTION OF CENTRAL FL. Name: GRAND HORIZON HOMES LLC
Addr: 4025 MORRIS BRIDGE RD Address: 4025 MORRIS BRIDGE RD
ZEPHYRHILLS, FL. 33543 ZEPHYRHILLS FL 33543-5056
Phone: (813)782-1064 Lic: Phone: 813-782-1064
Work Desc: CARPORT, SHED, SIDEWALK DRIVEWAY& STEPS
APPLICATION FEES �I
BUILDING FEE 262.50 '�
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�
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� Ins ection, Re uired �
FOOTER FINAL
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
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.REINSPECTION FEES:
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, 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 and 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.
. ��d
�CONTRACTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
� CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
I
HI TECH CONSTRUCTIOP�SERViCE,INC.
P.O.BOX 878 �
, WIfVTER HAVEiU, FL. 33882
PH�NE:853-968-0731
I FAX:863-968=9462 �
� Carl A.Bryan License-#IHj1025137
To:Citv of Zephvrhi(Is
1, CarE A.Bryan, President ofi Hi Tech Construction Service,lnc.�authorize Diane Beebe
ta submit,sign,and pick up perrriits at the following address onty.
,,
Address:7815 KAY MARtE AVE ZEPHYRHILES
CarI.A. Bryan
Coritractor jPresident
i
5worn to and subscribed befare me y ` (� �� who is personally
known to rne this_��,'�"�day of 41 2 Z017.
` J � •
� No#ary.Public
v� Nptsry.public State of�toride
�I State of Florid"a �, �� paula L EIltctt• . ��oGe
��Q �,a My Commiss�on FF 9
�p,d� EjcpirCa 10/06(2019 �
B&H�onstructi�n of Central F1 I�����!����)��I�)�I�I)I����I(!(�I�III'����I����'��l���������
e Road . , f 1 f 1 1 ! 11� 3 1�1 ( (
4aZg r,iorns�ndg 2017194952
Z�phyrhiils,FL 33543
� � ` Rcpt:1915523 Rec: 10.00
DS: 0.00 IT: 0.00
22t11/2017 K. R. �1. , Dpty Clerk
PermltNum6er PAUL.A S.0'NEIL,Ph D.PASCO CLERK & COMPTR4LLEFs
ParcellpNumbar ��i�- a.�-�.i�cr�go-covoz.i-3t�b 2211212017 10:22am 1 of 1
MQTICE OF COMMENGEMENT OR BK g�,�� P� 19�0
3#ate of Florida � - . ,_ ,. �
County o���ti �
TEiE UNDERSI�NED hereby gives n�ttcs that tmprovemer�ts wlll be made ta certain real praparty,and In accordance wEth Sectlon 713.13 of the
• �'larida Statutes,the following Infatmation is provided(n this NOTtCE OF COMNENCEMENT. `
1.Deacrlpt[on ot property(lega(descripdon): 3 y-a.5'-�.��- c��o�-aaooa��c�.__� __ _�__. _.._._
a)Street(Job)Address: ,_?8'T A' .�,,'c,��i,�;L�.r,:. La-� 3i�i Zr�""7���f5 .FL �3�-.--.___..____.. .._.�.
2,General descHption of Improrements: n��.,�t �n.��,,,_'�L. .r,tin. ��..,�cr� __„_,_�__,__
3.Owner Informatlon or Leesea Informatbn Iitha Lessee contracked forthe Improvemer�;
a�Name and gddress: �.r�,,ct.._.�r i.�n�o.�s�'i____`z`���.._/�a�r"_-S_1�a,:d��,..�,..,��ar�:i!/s rc �C�A
b)Name and eddress of fee simple Utleho(der(if dlfferent than Owner iisted above) _
c}{r�erestln property; �. ._.��� ,-�...__. . ,.. ..�. �.��.. . �..._�.,.�_..._. uw,.�,�� _._.._. .w
4.Coniractar infom►at1aR
a)Name and address: _,�g�yM1���,7RUCT10N,,4025.MORRIS_BRIDGE.RD.�.ZEP_HYRI�ILLS_FL335_43 _ - _ -_
b}Telephooe t3o.: 813-782-'I 064 � Fett No.:(op#Iona�y 813-715-6585
5,Surety(if applicable,a capy of the payment band Is attechec�
a}Nams and address: -
,_.�..w..�.�._,..�>,.._ .�.�-�__,_.,._...._... .___-��-_...._�..,. _�.,�__..�...,�_�__..__�,. �..._._. .�
b)Telephone No.: � � _, _---- _, �
c}Mtount of Bond: _a� .,^ _ _ ��_
6.Lender
aj Name and address:
b)Tetephonallo.: � -.. _�.__..._�.u�, .� _.�...,. ._ .-----�. . ��. . _ �.
7.Persona within the State of Flarida daslgnated by Owner upon whan rta#lces or ather documeMs mey be served as provided by Sectlon
743.13(1}(a)T.,Ftodda Statutes: �
a)NBme and address: _._ .._.—..._ .,._._._ __ _..___. .�.__...r..,.._.__...,�....._�._.__.�,_.._,
b)7elephorse No.: v_ _ Fax No.:(optlonaq ._... _.._ __ ___.._
8.a.ln 8ddiftart to htmaslf or 6etself,C)wnsr destgnatee � __ _ of -• --- �_,..
to receive a copy of the Lienor's NoUce as provlded in Sectlon 713,13(1)(b),Florida Stetutes,
6}Phone t3umber af Parsnn ac entity deslgaa#ed fiy Owner: _._. ___ __.. . _.___:,_..____ ..___ ..�... �
9.Expiration date of natice of aommencement(the expiratlon date may not be befora the campletion of consUuctlon and final payment tn the
contractQt 6ut w#Il be 1 year from fhe dste af recording urttess a d�(erent date fs specffledj: ,24 :
WARNING'f0 QWNER:ANY PAYMEN'FS MADE 8Y THE BWNER AFf ER THE EXPiRATtON flF THE NOTICE�F COMMENCEMENT ARE ( `
CONSIDERED IMPROPER PAYMBNTS UNDER CHAPTER 713,PART i,SEC710N 713,13,FLORIDA STATUTES,AND CAN RESULT IN YOUR I �
PAYiNG TWtCE FOR tMPROVEME[tiiTS TO Y�1lR PR�PERTY.A NOTSCE OF CRMMENCEI�PNT 6lUST BE REGORDED AI+tD POSTED Ohl '
THE JOB SRE BEFORE THE FIRST INSPECTION. lF YOU iNYEND Tp OBTAIN F[NAKCING, CONSUL7 WITH YQUR LENDER OR AH �
ATTORNEY B�FORE COMMENCING WORt(OR RECORDING YOUR N�TICE OF COMMENCEMENY. ,
tlndar pers of perjary,l d lare#hat t have read the foregoing natice of comrnencemertt and fha#the�act�stated thscein are tri�e ta fhe hest of my'�
knowledge d belief.
� �r� �� '
{ tu of r rle e,or0u�natsorta958e's(At�torhedQfd08tlt}iretUNPPerinarlManager} (Pr(ntN Prov1d831gna�ry�sT01etd8fce}
The foragoing i s ment was acknawledged before me Uils ��� day of oV� ' ,e„� ,20 /� i
by �Y",,,,_.�,_..�.�_.._.___..__ as {ryPe ai sulhortfy,e.g.aff�cer�hust�e.aRtomey fi tecq
for .__.._..—__ ,as_._.. i
(Neme of Person) e of authority,,.,e.p.ofllcer,trustaa,attomey In faa) �
{�� {nama at nn b af whom lcssirumem was e�tea�Eed}. '
Personally Known Produced lp ❑
Type af t0 � ' .r... Notary Slgnakure __.__ ..� _---_____ ��.a...�
� Pdnt narne � i
�uu nRM �' i
; , „=���A:e'v,��,, :CRAiG CANT � �` �
I
�;::-Commission#FF 130253 ;
`;±-, �;�= Expires dune$,2p18 1
"iP;�:�'��` EaidotliluuTroyFau��Insmance8CA38$.70f6 ( �
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_. ' _' _-_ -' '_' '.."'._._. ._..._. ' �
ST�,T�OF FLORIDA, COUNTY OF PASCO �4p�������y�'
�o,)
THIS IS TO CERTIFY THAT THE FOREGOING IS A �- � ,� '�'°{���
TRUE AND CORRECT COPY OF THE DOCUMENT � • �, �
ON FfLE OR OF PUBLIC RECORD IN THIS OFFICE .�',. ���� �
� o �'„w�..��a''6^`fii' �
JVITNE�MY HAND AND FFICIAL SEAL THIS I,LG��-���. , �
�DAY OF 2 Ol � � •� � o
P ULA S. " 'NEIL, CLERK&COMPTROLL ,''�a �
� ', *
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r88; '�.
BY � DEPUTY CLERK • • �
���'�������°�s`'h-
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received ��✓i�. �� Phone Contact for Permittin 813 782 1064
Owner's Name Grand Horizon Homes LLC Owner Phone Number 813-782-1064
Owner's Address 4025 Morris Bridge Road,Zephyrhills,FL 33543 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number i
Fee Simple Titleholder Address
JOB ADDRESS 7818 Ka Marie Ave,Ze h rhilis,FL 33541 LOT# 318
SUBDIVISION Grand Horizons-Phase Four pARCEL ID# 34-25-21-0180-00000-2930
(OBTAINED FROM PROPERTV TAX NOTICE)
WORK PROPOSED e NEW CONSTR B ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM Q OTHER Mo6ile Home Set U
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK 46x12 Carport, 10x12 Shed,Sidewalk,Driveway&Steps
BUILDING SIZE 26��-8"x56� SQ FOOTAGE 672 HEIGHT �
�BUILDING $ 27�000.00 VALUATION OF TOTAL CONSTRUCTION �
QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
�
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION a ��/�
, � •
QGAS Q ROOFING Q SPECIALTY Q OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
. . . . . . . . . . . . . . . . . . . . .
sui�oeR '�U�(� ���J co�PANY B&H Construction of Central Florida Inc.
I SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# CBC057782
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
IIIIItllllllllllllllllllllllllllllllllllllllllllllllllllltlllllllll
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-0-W Permit for new construction,
, Minimum ten(10)working days after submittal date:Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanilary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(2)complete sels of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Pians w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster Site Work Permit for all new projects.AII commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directlons:•
Fill out application completely
Owner&ConVactor sign back of application,notarized
If over 52500,a Notice of Commencement Is required. (AIC upgrades over 57500)
" Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized tetter from owner authorizing same
OVER THE COUNTER PERMITfING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
� �
' NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more resVictive 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 contractor 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-&47-
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 thejr 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 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 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—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 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 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 government 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 ProtecGon-Cypress Bayheads, Wetland Areas and Environmentally SensiGve
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Welis, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- 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 buiiding 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 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 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 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 permit prevent the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall bewme 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 wriGng,from the Building Official for a period not to exceed ninety(90)days and wiil 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 J
Subscribed and sworn to(or affirmed)before me lhis Subsc'bed and sworn ( affir d)before me this
bY ��"��'J� by
Who is/are personally known to me or has/have produced Who is/are personally know to me or has/have produced
as identification. as identification.
Notary Public tary Public
Commission No. Co mission No.
��PT�V��ir
Name of Notary typed,printed or stamped Name .*. �*�a���y�t��F 130253
;?•,��'a� Expires June S,2018
��„pF�°l'� Bondod Thru Troy Fein Inamance 800-3&5-7019
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
ntractor/Homeowner: � �✓jJ /l � f�
�o �.R��f- Co s c�id �� �e�-i�i-Q
Date Received: /��.j l �/� '
Site: / ��� ��.L1 l���P
Permit Type: �Q�. �S �l�� �Q�Q1�t.`��, l��l/�CJ
/ �
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
��� ,S—�'�cc-I�S S �� ���
%
This comment sheet shall ept with the permit and/or plans. �
.
���� ,�i�J
Kalvin Switz lans Examiner Date Co tractor andlor Homeowner
(Required when comments are present)
Florida Building Code Online Page 1 of 4
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BCIS Home � Log In � User Regfstration � Hot Toptcs � Submit Surcharge � Stats&Facks � Publicatlons � FBC�Staff � BCIS Site Map � Lfnks �,Search �
Fbrida vvv
� � '��I �`Product Approval
� USER:Publtc User
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SF•c4r.�}P;;txa�
Prgduct Aooroval Menu>Product or Aoolication Search>Aoolication List>Appliwtlon DeWll
_ •��• FL# FL993-R14
Application Type Revision
, Code Version 2014
Application Status �Approved
. *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
,
Comments
Archived ❑
Product Manufacturer Kinro,Inc
Address/Phone/Email 2703 College Ave.
Goshen,IN 46528
(574)535-1125
rmanthey@Icil.com
Authorized Signature Rick Wright �
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurence Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Ryan]. King,P.E.
E/I Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2ppg
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted OS/01/2017
Date Validated OS/08/2017 ,
Date Pending FBC Approval
Date Approved OS/10/2017
Date Revised SO/OS/2017 ,
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK... 12/11/2017
I_.
Florida Building Code Online � Page 2 of 4
�
�
Summar of Products �
FL# Model,Number or Name Description
993.1 a.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin(Nominal Overall
Frame Size Max.46 x 61)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R14 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 Instructians
Glazing Shall comply with ASTM E1300-04) FL�3 R14 II INST 993.1.odf
Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R14 AE 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 R14 C CAC FL993 Rl l C CAC 993.2 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 993.2 for installation instructions. (Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.2.odf
Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R14 AE Eva1993.2.odf
Created by Independent Third Party:Yes
993.3 c.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact" 1/8"
Annealed Insulated Glass with Nail Fin(Nominal Overall
Frame Size Max.48 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R14 C CAC FL993 R11 C CAC 993.3 AAMA
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+25.0/-25.0 OS/20/2019
Other:See INST 993.3 for installation instructions. (Note- Instatlation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.3.odf
Verified By: Lyndon F. Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
' FL993 R14 AE Eval 993.3.odf
Created by Independent Third Party:Yes
993.4 d.9750 SH Extruded PVC Single Hung Tilt Window"Non-Impact"1/8"
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 R14 C CAC FL993 Ril C CAC 993.4 AAMA
Approved for use outside HVHZ:Yes � CERT.�df
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 Ri4 II INST 993.4.odf
Verified By: Lyndon F. Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R14 AE Eval 993.4.odf
Created by Independent Third Party:Yes
993.5 e.9750 SH Extruded PVC Single Hung Tilt Window"Non-ImpacC' 1/8"
Annealed Insulated Glass with Aluminum Nail Fin-(Nominal
Overall Frame Size Max.36 x 72)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL993 R14 C CAC FL993 R11 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 R14 II INST 993.S.odf
Verified By: Lyndon F. Schmidt,P.E.43409
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt9b2DeMSK... 12/11/2017
Florida Building Code Online _ Page 3 of 4
' Created by Independent Third Party: Yes
Evaluation Reports
FL993 R14 AE Eva1993.5.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 Nail Fin-(Nominal
Overall Frame Size Max.48 x 72)
Limits of Use Certification Agency Certificate
, Approved for use in HVH2:No FL993 R14 C CAC FL993 Rll C CAC 993.6 AAMA �
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Qpality Assurance Contract Expiration Date
Design Pressure:+25.0/-Z5.0 - 05/20/2019
Other:See INST 993.6 for installation instructions. (Note- Installation Instructions
Giazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.6.odf
Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party: Yes
Evaluation Reports .
FL993 R14 AE Eva1993.6.pdf
Created by Independent Third Party: Yes
993.7 g. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact"
5/32"Annealed Monolithic Glass with Nail Fin-(Nominal
Overell Frame Size Max.30 x 60)
Limits of Use CertiFcation Agency Certificate
Approved for use in HVHZ:No FL993 R14 C CAC FL993 Rl l C CAC 993.7 AAMA
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+40.0/-50.0 10/19/2021
Other:See INST 993.7 for installation instructions. (Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.7.odf
Verified By: Lyndon F.Schmidt,P.E.43409
Created by IndependentThird Party:Yes
Evaluation Reports
FL993 R14 AE Eva1993.7.odf _
Created by Independent Third Party: Yes
993.8 h. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-Impact"
1/8"Annealed Monolithic Glass with Nail Fin-(Nominal
Overall Frame Size Max.30 x 60)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R14 C CAC FL993 Rii C CAC 993.8 AAMA
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+40.0/-40.0 10/19/2021
Other:See INST 993.8 for installation instructions. (Note- Installation Instructions
Glazing Shall comply with ASTM E1300-04) FL993 Ri4 II Inst 993.8.odf
Verified By: Lyndon F.Schmidt,P.E.43409
, Created by Independent Third Party:Yes
Evaluation Reports
FL993 R14 AE Eva1993.S.odf
Created by Independent Third Party:Yes
993.9 i. 18000-R VS Extruded Aluminum Vertical Sliding Window"Non-ImpacY'
3/32"Annealed Monolithic Glass with Nail Fin-(Nominal
Overell Freme Size Max.40 x 63)
Limits of Use Certification Agency CertiFcate
Approved for use in HVHZ:No FL993 R14 C CAC FL993 Rli C CAC 993.9 AAMA
Approved for use outside HVHZ:Yes CERT.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+25.0/-25.0 03/23/2021
Other:See INST 993.9 for installation instructions. (Note- Installation Instructions
Giazing Shall comply with ASTM E1300-04) FL993 R14 II INST 993.9.odf
Verified By: Lyndon F.Schmidt,P.E.43409 '
Created by Independent Third Party:Yes
Evaluation Reports
FL993 Ri4 AE Eval 993.9.�df
Created by Independent Third Party:Yes
993.10 j.9730 SH with Transom Extruded PVC Single Hung Tilt Window with Integral Mulled
Trensom"Non-Impact" 1/8"Annealed Insulated Glass with
Nail Fin(Overell Frame Size Max.46.25"x 84.0)
Limits of Use Certification Agency Certiflcate
Approved for use in HVHZ:No FL993 R14 C CAC 993.10 AAMA Cert.vdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/23/2022
Design Pressure:N/A Installation Instructions
Other:See INST 993.10 for installation instructions. (Note FL993 R14 II INST 993.10.odf
-Glazing Shall comply with ASTM E1300-04) Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
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Florida:Building Code Online Page 4 of 4
�
Evaluation Reports •
FL993 R14 AE EVAL 993.10.odf
' Created by Independent Third Party:Yes
993.11 k.9730 SH Twin with Transom Extruded PVC Integrel Mulled Twin Single Hung Tilt Window
with Integral Mulled Transom"Non-Impact" 1/8"Annealed
Insulated Glass with Nail Fin(Overall Freme Size Max. 72.5"
x 78.5)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL993 R14 C CAC (al 993.11 AAMA Cert(DP Pos 40 Nea
Approved for use outside HVH2:Yes 40 . df
Impact Resistant:No FL993 R14 C CAC (al 993.11 AAMA Cert(DP Pos 40 Nea
Design Pressure:N/A 50 . df
, 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 R14 II INST 993.11.odf
Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 R14 AE EVAL 993.11.Ddf
Created by Independent Third Party:Yes
993.12 I.9730 SH Triple Extruded PVC Integral Mulled Triple Single Hung Tilt Window
"Non-ImpacC' 1/8"Annealed Insulated Glass with Nail Fin
(Overall Frame Size Max. 109.0"x 68.0")
Limits of Use Certification Agency Certificate `
Approved for use in HVHZ: No FL993 R14 C CAC (a)993.12 AAMA Cert(DP Pos 40 Neq
Approved for use outside HVHZ:Yes 401.odf
Impact Resistant:No FL993 R14 C CAC (a)993.12 AAMA Cert(DP Pos 40 Neq
Design Pressure:N/A 50 . df
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 R14 II INST 993.12.pdf
Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
- FL993 R14 AE EVAL 993.12.pdf
Created by Independent Third Party:Yes
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Contad Us::2601 Blair Stone Road.Tailahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacv Statement::Accessibilitv Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-maii address released in respanse[o a public-records request,do not send
eiectronic mail to this entity.Instead,contact[he offite by phone or by trad(tionai maii.If you have any questions,please tontac[850.487.1395.'Pursuant to
Sec[ion 455.275(1),Flarida SWtutes,effec[ive Octaber 1,2012,Ifcensees Iicensed under Chapter 455,F.S.must provtde the Department with an email address if
they have one.The emails provided may be used for o�dal communication with the Iicensee.However email addressPs are public retord.If you do not wfsh to
supply a personal address,please pravide the Department with an email address which can be made available to the public.To determine if you are a licensee under
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� OF RECORD BASED ON WIND LOADS r
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� wood screws to prevent the splitfing of wood. � 4 �� o
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Florida Building Code Online Page 1 of 4
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ProduR Aooroval Menu>�r2dl�ct or Aoolication Search>Apnlication List>ApplloUon DeWil
I
� FL# FL12231-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Style Crest Inc.
Address/Phone/Email 600 Hagerty Drive
Fremont,OH 43420
(419)333-5835
lewis.pope@stylecrest.net
Authorized Sfgnature Lewis Pope
lewis.po pe@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 or a Licensed
�' Florida Professional Engineer
C� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Eric].Tompos P.E. '
the Evaluation Report
Florida License PE-63511
Quality Assurance Entity Architectural Testing,Inc.
Quality Assurance Contrect Expiration Date 12/31/2018
Validated By William R. Heiden III,P.E. -
Eil Validation Checklist-Hardcopy Received
Certificate of Independence FL12231 R2 COI E]T COI.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D3679 2009
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL32231 R2 Eauiv Eauivalence of Product Standards STCS11111-8
2015-08-19 Sealed.odf
Sections from the Code
� http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvzRNLe5q40... 12/11/2017 '
� �
�
' Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 07/22/2015
Date Validated 08/30/2015
Date Pending FBC Approval 09/06/2015
Date Approved 10/16/2015
Date Revised 09/27/2017
Summary of Products -
FL# Model,Number or Name Description
12231.1 Fai�eld,Alpine Ridge and D4,DL4,DS and DLS Configurations
Ridgeview Vinyl Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No R12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant:No FL12231 R2 II Vinvl Sidina Installation 2011.odf
Design Pressure:+N/A/-59 Verified By: NTA,Inc.
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 R2 AE Evaluation Reoort STCliliii-8 2015-08-
19 Sealed.odf
Created by Independent Third Party:Yes
12231.2 Harbour Crest,Spiegel Grove, D4,DL4,DL4.5, D5,DL5 and T3.33 Configuretions
Addison Heights,and Sawmill Vinyl
Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant: No FL12231 R2 II Vinvl Sidina Installation 2011.odf
Design Pressure:+N/A/-74 Verified By: NTA,Inc.
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 R2 AE Evaluation Reoort STCS11111-8 2015-08-
19 Sealed.odf
Created by Independent Third Party:Yes
12231.3 Oak Harbor, 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 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant:No FL12231 R2 II Vinvl Sidina Installation 2011.odf
Design Pressure: +N/A/-59 Verified By: NTA,Inc.
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 R2 AE Evaluation Reoort STCillill-S 2015-08-
19 Sealed.odf
Created by Independent Third Party:Yes
12231.4 Pro Fride DL4.5 Configu�ations
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant:No FL12231 R2 II Vinvl Sidinq Installation 2011.odf
Design Pressure:+N/A/-76 Verified By: NTA,Inc.
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 R2 AE Evaluation Reoort STCS11111-8 2015-08-
- 19 Sealed.odf
Created by Independent Third Party:Yes
12231.5 Prospan Premium,Dura Span and T4,DS Configuretions
Pioneer Vinyl Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant: No FL12231 R2 II Vinvl Sidinq Installation 2011.odf
Design Pressure:+N/A/-37 Verified By: NTA,Inc.
Other:Design pressure varies based on the installation Created by Independent Third Party:Yes
Evaluation Reports
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Florida Building Code Online Page 3 of 4
method.Please refer to the evaluation report for the proper FL12231 R2 AE Evaluation Reoort STClillll-8 2015-08-
design pressure based on the installation. 19 Sealed.odf
Created by Independent Third Party:Yes
12231.6 Select Series Beaded Siding and Beaded 6.5 Configuretion
Lexington Series Beaded Vinyl '
Siding
Limits of Use Instaltation Instructions
Approved for use in HVHZ:No FL22231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant:No FL12231 R2 II Vinvl Sidinq Installation 2011.odf
Design Pressure:+N/A/-74 Verified By: NTA,Inc.
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 R2 AE Evaluation Report STCllllil-8 2015-08-
19 Sealed.odf
Created by Independent Third Party:Yes
12231.7 Select Series Board and Batten and Board and Batten Configuration
Lexington Series Board and Batten
Vinyl Siding
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVH2:Yes 2015-08-21.ndf
Impact Resistant:No FL12231 R2 II Vinvl Sidinq Installation 2011.odf
Design Pressure:+N/A/-50 Verified By: NTA,Inc.
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 R2 AE Evaluation Reoort STCS11111-B 2015-08-
19 Sealed.odf
Created by Independent Third Party: Yes
12231.8 Timbermill D4,S7 Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLi2231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-OS-21.�df
Impact Resistant:No FL12231 R2 II Vinvl Sidinq Installation 2011.odf
Design Pressure:+N/A/-72 Verified By: NTA,Inc. ,
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 R2 AE Evaluation Reoort STCiiilii-8 2015-08-
19 Sealed.odf
Created by Independent Third Party: Yes
12231.9 Timbermill Log Cabin Panel Siding Cabin Board(56.5)Configuration
Limits of Use Installation Instructions
Approved for use in HVH2:No FL12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
Impact Resistant:No FL12231 R2 II Vinvl Sidina Installation 2011.odf
Design Pressure:+N/A/-100 Verified By: NTA,Inc.
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 R2 AE Evaluation Reoort STCilllil-8 2015-08-
19 Sealed.odf
Created by Independent Third Party:Yes
SZ231.10 Timbermill Vertical Siding DS Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12231 R2 II Installation Instructions Attachment Details
Approved for use outside HVHZ:Yes 2015-08-21.odf
ImpaCt Resistant:No FL12231 R2 II Vinvl Sidina Installation 2011.odf
Design Pressure:+N/A/-57 Verified By: NTA,Inc.
Other: 10"oc into OSB sheathing Created by Independent Third Party:Yes
• �, Evaluation Reports
FL12231 R2 AE Evaluation Reoort STClll lll-8 2015-08-
19 Sealed.odf
Created by Independent Third Party: Yes
Back Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Flortda is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.: Prtvacv Statement::AccessfbfliN Statement::Refund Statement
Under Florida law,email addresses are public rewrds.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity Instead,rnntac[the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to
SeRian 455.275(i),Florida Statutes,effec[ive Oc[ober 1,2012,Ifcensees Iicensed under Chap[er 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for ofFlcial communimtion with the licensee.However emafl addresses are public record.If you do not wish to
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. n , f
supply a personal address,plezse pravide the Department with an email address which can be made avaitable to the pubiic.To determine if you are a Iicensee under
Chapter 455,F.S.,piease Gick here
Produc!Approvai Accepts:
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B
� ,
Installation Instructions: Attachment Details
Table 1:Allowable Pressures��z
Allowable Pressure12(ps�
Additional Product Typical
Product Name Profile Th(ckness Nails' $taples3
Names (in.)
16"oc 12".oc 8"oc 16"oc 8"oc
Pro P�ide -- DL4.5 0.038 76 144 79 160
49 psf,12"oc into OS8
DuraSpan Prospan Premium D5 ��� sheathing �
(vertical application) Pioneer T4 37 psf;12"oc into OSB _ _
sheathing
Falrtield Alpine Ridge or �'DL4 0� 120 — 170 78
Ridgeview D5,DL5 59 — 122 59 —
Select Series Lexington Series Beaded 0.044 74 — — — — I
Beaded.Sicling 6:5
Seiect Series Board Lexington Series Board and 0.048 50 — — 45 — �
and Batten Board arid Batteri Batten.
Spiegel Grove or D4,DL4, 108 —
Harbour Crest Addison Heights or DL4.5,D5, 0.040 74 — 174 1654
Sawmlll DLS,T3.33
D4,DL4 120 — 170 78 —
Oak Harbor Bristol Bay or 0.042
Town Square DL4.5,D5,
DL5 59 — 122 59 —
Timbermill Log Cabin
Cabin Panel — Board 0.042 100 — — — —
(S6.5)
D4 100 — — — —
Timbermill — 0.042
S7 72 — 132 — —
Timbermlll 57 psf,10"oc into OSB
(vertical applicatton) — DS 0.042 sheathing �
'Allowable pressure determined in accordance with ASTM D3679-09a. Accordingly,allowable test pressures were calculated using the following
equauon:DP=P��0.36 x 1.5�.�ere P,is the average static test pressure.
2 Allowable pressure applies to the siding only.The strength of the sVuctural sheathing,iraming,and the withdrawal strength of the specfied connectors in
the structural framing must be designed in accordance with accepted engineering practice by a registered design professional.
3 Refer to Section 5.4 for fastener requirements and referenced test reports'for additional details of installation:
°Second value is for pouble Stapled at 16"oc.
I
. �
1. The product.illustrated satisfies the requirements for the Florida Building Gode Fifth Edition (2014) NOT inciuding�
HVHZ.
2. The installation drawings depicted are in accordan,ce with the Florida Building Code and the�manufacture's
installation requirements.
3; The products must be insfalled over a minimum 7/16" wood structural panel stieathing (Plywood or OSB)with an
approved weather resistive barrier placed under the siding
4. Flashing must be installed as necessary at all�openings, penefrations or abutments of dissimilar materials�as �
required by the Building..Code.
5. Wood framing installations are assumed to be 2X S-P-F (G= 0.42) or denser. For'installation into wood framing.use
1-1/2" long, 11 Gauge roofi.ng nails,or 7/16" X 1-1/2" long X 16.gauge staples
6. The.fastener must be able to penetrate not less that 3% inch into the framing or. furring. A 1/16 to 1'/32-ihch 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.
7. Corrosive resistant fasfeners shall be used.
Wall WidtN -
, B . .. -
' SPF WOOD'FRA�IING ypp WODD FWUIMG
16'OC (iYP.) ts• OC (TYP.�
_ — 7/I6:-SHEAlFIING
..................
._...........
.."'...........". (PLYWOOD OR OSB) .
.����=—_ .........................__..:
— -- — ' 7/16�SHEATHMC MOISTURE 9AFtfbER
YYaII HP.IG�ht ---__ ____c_ •�PLYWOOD�OR OSB)
—= MOISiURE'BARRIER VIM7.SIDING
� VINYL SIOiNG
' FAS�ENERS
� (SEE,N01E S�dc
CHIIRT ON.PAGE 1)
B �
sEcnoN e-e
REvisloNs "1O" STYLE CREST, INC. ~"�
�00 11CO�P d�K. Ps O
m.a i11OOR.dD LMa1 R-�-1t10
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no rarnwn�o�r�
�. we itur oxl�ef� �arxuao�ornas
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14AANIJfAGiiJRED 6EApTEFUltY"
Champion Home Builders,Inc.
PO Box 2097�Lake City,FL 32056
800-223-5471/386.755.3073 Voice � 386.752.9560 Fax
To:Building Department
RE: Homes of Merit, Serial Number#201488
Grand Horizons Mobile Home Park
7645 Green Slope Drive
Zephyrhills, FI. 33541
Plans Examiner,
The site-beam, which was installed by Homes of Merit, and is approved by HUD, Manufactured
Home Construction & Safety Standards, is constructed to receive on-site additions that are built
and designed by others to accommodate such amenities as carports, sheds, and screen rooms. The
on-site structure must be designed by a Florida,registered engineer,to the Florida Building Code
and all local codes. This plant-installed site beam is of adequate design for this purpose as long as
tie downs and piers are per Installation Manual Addendum for Host Beams & the Installation
Manual. The details are approved by the Manufactured Home Construction & Safety Standards
and, the design loads for the plant-installed site beam, as well as the supporting structure and
anchorage are from the FBC and ASCE 7. .
I can be of further assistance at the above contact information.
Sincerely yours,
Robert Wisman
Engineering Manager
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Opl aatl�C2 Siam
Opt�V�Sink�L�tion Opt Ul6mate IGtchen
Core#5
Modei 261-HC4563C
o.."'��'
2 or 3 Bedroom,2 Bath
AGual Size:28-8'x 56'-0'
Tofai Area: 1,493 Sq.Fl.
56'
1D'�13'-S�T�5'-8'—}-5'-7'�iS-5"�gt�7•
am � $S� m I / `_ �� __' '_'_- ° o
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, 3 AOMEAvaltaCkPo�c�esNole GAT il-0B-16 CORE#5
MANUFACTURED BEAUTIFULLY" �
DAAWN BY:WT FlLBJMtE:NCi563C PROPNIETA0.Y AND CWdFlDENi7P1
P.O.BOX 2p97 MNY t W E0.ST LRI�UIY�R 311156 DaiE:11-0e-36 0�.a.n°P�ua'�m�wcw w�Pru^�e�uu"�6�
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Florida Building Code Online Page 1 of 2
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e.�+Y.tt.wJler.k�n
Product Auoroval Menu>Produd or Aonlitation Search>Aooliwtion List>Appliratlon Detail
M
• " • FL# FL1695Z-R1
r
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer American Metals Supply,Inc.
Address/Phone/Email 3119 Queen Palm Dr.
Tampa,FL 33619
(813)242-8100
Santos.Gonzalez@americanmetals.us
Authorized Signature Santos Gonzalez
Santos.Gonzalez@americanmetals.us
Technical Representative
Address/Phone/Email '
Quality Assurence Representative
Address/Phone/Email
� Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
0 Evaluation Report-Hardcopy Received ,
Florida Engineer or Architect Name who developed Do Kim �
the Evaluation Report
Florida License PE-49497
Quality Assurence Entity PRI Construction Materials Technologies,LLC
Quality Assurence Contract Expiration Date 12/31/2020
Validated By ]ames L. Buckner,P.E.@ CBUCK,Inc.
� Validation Checklist-Hardcopy Received
Certificate of Independence FL16952 RS COI certificate of indeoendence.pdf
Referenced Standard and Year(of Standard)
Equivalence of�roduct Standards
Certified By
Sections from the Code
1504
1507.4 �
1609
2002.4 �
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�
Florida Building Code Online Page 2 of 2
Product Approval Method Method 2 Option B R �
Date Submitted SO/30/2015
Date Validated SO/30/2015
Date Pending FBC Approval 11/04/2015
Date Approved 12/15/2015
Summar of Products
� FL# Model,Number or Name Description
16952.1 3"Riser Aluminum Roof Panels 0.024"and 0.030"thick x 3"x 12"wide riser roof panels
Limits of Use ' Instaliation Instructions
Approved for use in HVHZ: No FL16952 RS II 2014 FBC AMS 3 Inch Riser Pan Install
Approved for use outside HVHZ:Yes Dwq.odf
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. FL36952 RS AE 2014 AMS Evaluation Report.pdf
Created by Independent Third Party:Yes
Back Next
Contact Us :2601 Blair Stone Road.Tallahassee R 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriqht 2007-2013 State of Florida.::Privacv Statement::Accessibilitv Statement::Refund Statement
Under Florida law,emaii addresses are public records.If you do not want your e-mail address released in respanse[o a public-rxords request,do no[send
elec[ronic mail to this entity.Instead,contact the office by phone or by[radftional mail.If you have any quesUons,please contact 850.487.1395.*Pursuant W
Section 455.275(1),Florida Statutes,effective Oc[ober�l,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 o�cial communication with the Iicensee.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 be made available to the public.To determine if you are a licensee under
ChaDter 455,F.S.,please click here.
Product Approval Axepts:
� �� � �� �
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i
�
AMERICAN: � AMERICAN METALS SUPPLY-ALUMINUM ROOF PANELS PRODUCT APPROVAL DETAILS: D
Me�f1��.� -• 3119 Queen Palm Dr.
L�RW� Tampa,FL 33619 BLDG CODE: 2014 FLORiDA BUiLDMG CODE
.S.UPPLY� �� (8�3)242$700 . gyIIZ; NOT FOR USE IN HVFIZ D❑ K I M
_ ,- . &ASSOCIATES.LLC
LOCK PANELS TO INSTALL
• LIMITS OF USE: FOR PATIO USE ONLY C O N 5 U LTI N G
-CARPORTS 5 TR U CTLJ RA L
-PATIO COVERS E N G I N E E R 5
-SUNROOMS
-SCREEN ENCLOSURES p0 BO%10039
-CANOPIES Tempe,FL 33878
-OTHER SIMILAR MINOR S7RUCTURES
o.7so• NOtCS: rsevma oesai tlon
n �•_� 1. Aluminum roof panels shall6e of aluminum alloy 3105-H]or approved equal. Qo '�,";;issueo
o I I 2• Roof panel metal thickness tested:0.024"and 0.030" Q
3. Product matcrials confortn to ASTM B209.
o 'o� � � 4. All insidc bend radii arc 0.047 unless othenvisc noted. Q
� o 0 5. Standard Manufacturing Tolerances:
� N ozJo, Dimension+/-0.005 �
Radius+/-.005 �
o.zpo• Mgle+/-/°
N _ � � 6. Product test report for 0.030"and 0.024"Thidmess Rolled 3"Riscr Roof Panels,Test Report No.
^o � �R�B (�.) N E9946.01-401-44,Oct.2,2015.ASTM E330/E330M-14.Architectwal Testing,ine.an Intertck �
o- �
� a5' (TrP.) company,2250 Massaro Blvd.,Tampa,FL 33619. g
7. All product perfoitnance specifications and construction requirements shall be engineered by a �
licensed design professional in accordanee with the Aluminum Design Manual,Specifica�ions& ��
Guidelines jorAluminvm Structures,Washington,DC,for wind resis[ance in conformance to FBC � 3=
oChapter 16 for Componenu and Cladding Loads,ASCE 7-10 Chapter 30 for Roof Components and - W F-
5 RIBS PER PANEL. EOUALLY SPACED Cladding for Enclosed and Open Stiuctures.EtTective ama for wind load calculalions based on 36 a j�
sq.feet(absolu[e value of conholling design pressure is shown on span tables). � K�j
8. Span schedule show maximum roof panel spans between supports.Max.span deflec[ion limit L/60. � �W
9 Mean roof height of structure shall not excecd 15 feet above grada Span tables for open shvetures � �>
�Z� based on 5°max.roof slope.Span tables for enclosed sttuctures based on 27°ma�c.roof slope. � Z U W
]0. Each roof panel shall be connected per design professional's instivctions,but shall have min.of � a O j
(3)-#10 SMS w/neoprene gasket and washer at each support point(or other approved connection by � Z �i Q~
3' RISER ROOF PANELS d o o a�
, design professional)w/min.0.040"thick,6063-T6 aluminum base metal. � p
Q a �F�
� ��wo�
Ex osure B ASCE 7-10 Ultimate Destgn Pressure S an Table Fxposure C ASCE 7-10 Ultimate Desi n Pressure S an Table �Z � �n�p
OPEN STRUCiURES OPEN STRUCTURES U O �U�
wnd 5 eed Design Pressure 0.024"s an(ft) 0.030"s an(ft) Wind S eed Design Pressure 0.024"span(ft) 0.030"s an(ft)
110 ],$.Q jQ.QQ �.QQ 110 ]Z.2 9.73 12.� DRAWNBY: DVK
CHECKED BY: OYK
120 21.2 9.85 12.00 120 25.0 9.38 12.00
SCFLE: ASSHOWN
130 24.8 9.40 1200 130 30.0 8.67 11.44 onTe yia�ia
140 28.8 8.87 1L58 140 34.8 7.93 8.89
150 33.0 8.17 3111 150 39.9 7.46 8.16 =�"%°""'
160 37.5 7.68 8.50 160 45.4 6.44 7.45 � Y• /(�
�°sa�e"�^
Ex osure B ASCE 7-10 Ultimate Design Pressure S an Table Exposure C ASCE 7-10 Ultimate Desi n Pressure 5 an Table �: oo aM wr s$c
ENCLOSED AITACHED SiRUGTURES ENCLOSED ATTACHED STRUCTi1RE5 �O�. can ea� C
oe tooas,W
�nd S eed Design Pressure 0.024"s an ft 0.030"s an(ft) Wind S eed Design Pressure 0.024"s an ft) 0.030"s an(ft �O'• �yp��L3987B�!/
110 19.0 10.00 1200 110 23.0 9.63 12.00 S F�ORIDP ��2
120 22.6 9.68 12.00 120 27.3 9.09 11.74 s��NAL �a_27-15
]30 26.5 9.19 1183 130 32.1 8.32 11.21
140 30.8 8.53 1L36 140 37.3 7.70 8.53
150 35.3 7.88 8.81 150 42.7 7.21 7•79 Drewing No.-140316
160 40.2 7.44 8.11 160 48.6 6.49 7.05 SHEe7 1 OF1
�
Florida Building Code Online Page 1 of 2
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o • � 1 1 � � � 1 - I
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8CI5 Home � Log In � User Registration ( Hot Topics � Submit Surcharge � Sta[s&Facts � Publitations � FBC Staff � 8CI5 Site Map I Links � Search �
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Produc[Aooroval Menu>Product or Aoolication Search>Aoolication Lis[>Appllotion DeWll
I II I M
•�f• FL# FL15389-R4
Application Type Affirmation
Code Version 2014
Application Status Approved
Comments QA called into question for Products 1 through 3.-nlb
Archived 0
Product Manufacturer Atwood Mobile Products LLC
Address/Phone/Email 201 Simonton St
Elkhart,IN 46514
(574)266-4851
s.rogers@atwoodmobile.com
IAuthorized Signature William Elijah
g.elijah@atwoodmobile.com
Technical Representative Shawn Rogers
Address/Phone/Email 1120 N.Main St.
' Elkhart,IN 46514
(574)266-4851
s.rogers@atwoodmobile.com
Quality Assurence Representative Pam Walker
Address/Phone/Email 201 Simonton St
Elkhart,IL 46514
(574)266-4815
p.walker@atwoodmobile.com
Category E�erior poors
Subcategory Swinging Exterior poor Assemblies
� Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By American Architectural Manufacturers Association
�� Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
ASTM E1300-04E01 2004
Equivalence of Product Standards
Certified By
G11 affirm that there are no changes in the new Florida
Building Code which affect my product(s)and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity DYes �No O N/A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtH8572qvdWI... 12/11/2017
I
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 07/24/2015
Date Validated 07/24/2015
Date Pending FBC Approval
Date Approved 08/02/2015
Summar of Products
FL# Model,Number or Name Description
15389.1 3200 Series 3200 Series Entry Door Side-Hinged Doar(Out Swing)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15389 R4 C CAC Atwood 3200 101 08 APC AAMA.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 02/07/2016
Design Pressure:+35/-35 Installation Instructions
Other: FL15389 R4 II 3000-3200 Series Installation
Instructions.odf
Verified By:Architectural Testing,Inc.
Created by Independent Third Party:
' Evaluation Reports
Created by Independent Third Party:
15389.2 4500 Series 4500 Series Entry Door Side-Hinged Dual Door(In Swing)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15389 R4 C CAC Atwood 4500 101 08 APC AAMA.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No '08/17/2016
Design Pressure:+70/-70 Installation Instructions
Other: FL15389 R4 II 4500 Series Installation Instructions.odf
Verified By:Architectural Testing,Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15389.3 4700 Series 4700 Series Entry Door Side-Hinged Door(In Swing)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL15389 R4 C CAC Atwood 4700 101 08 APC AAMA.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/13/2016
Design Pressure:+45/-45 Installation Instructions
Other: FL15389 R4 II 4700 Series Installation Instructions.pdf
Verified By:Architectural Testing,Inc.
Created by Independent Third Party:
Evaluation Reports
Created by Indepentlent Third Party:
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Con[ac[Us :2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriqht 2007-2013 State of Florida.::Privacv Statement:.Accessibilitv Statement::Refund Statement
' Under Florida law,email addresses are public records.If you do not want your e-maii address released in response to a public-records request,do not send
elec[rontc maii to this entlty.Instead,wntatt[he office by phone or by[radidonal mail.If you have any questions,please contac[850.487.1395.*Pursuant to
' Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Iicensed under Chapter 455,F.S.must pravide the Department with an email addrrss If
they have one.The emails provided may be used for o�cial communica[ton with the Iicensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Departrnent with an email address which can be made avatlable to the public.To detertnine if you are a licensee under
Chapter 455,F.S.,please click�7,g�.
Product Approvai Accepts:
� � � � �
Credit Card
Safe
� h ://www.floridabuildin .or / r/ r a dtl.as x? aram=wGEVX wtD tH8572 vdWI... 12/11/2017
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� INSTALLATION INSTRUCTIONS
' � � �° 3000-3200 SERIES OUT- �
Atwood Mobile Products SWING DOOR
7120 N.Main St,Elkhart,IN 46514
Phone:574-264-3131 Toll Free:800-862-3137
INTERNET �iii�. , �,�n�itv,� i I.ile rn
ATWOOD`'WINDOW AND DOOR SYSTEMS i
SAFETY ALEHT SYMBOLS
sNery symnols aare�ro you�o vo�e�ua�reonel�iary h�ms. -
Obay all ca(ory mestagas IaOaMng ihese symbols.
�WARNING �CAUTION
woiaoossm�a a�amvossieta
inJury or daaN InJwy e�Mlar prope�ry damaga
For yaur safety read all instructions.
This Document is provided as a GUIDELINE
for the proper Installatlon ot the Atwood Mobile Products 3000-3200 SERIES OUT-SWING DOOR
O � .3000-3200 SERIES OUT-SWING DOOR COMPONENTS FOR INSTALLATION•
INSTALLATION IS COMMON BETWEEN ALL SIZES
O NOTE:SGREWS USED MUST MEET S.A.E.SPECIFlCATON J933
�UANTITY PART NUMBER DESCRIPTION
Provided by Atwood
1 Customer Specific 3000-3200 SERIES OUT-SWING DOOR ASSEMBLY
Provided by Installer
Sealant,Silicone base
Screws Recommended
Min il8 X 1"Pan Head Screw tor Installation in the exterior
Min#e X 2"Pan Head Screw at the latch and deadbolt
Non Hardening Putty tape
Putty Knife,Screwdriver or Reversible Drill,Shims
NOTE:
These Instructions are Recommend Guldefines for proper Installation of the included companents.
Dimenslons For holes U�at usa specific saews must be hetd to that size to ensura proper fit
The Drawings(neluded are Gufdefines.AcWal doar may vary according
to slze and style.
Parts of tl�e door may have been omitted for clarity.
_. THESE INSTRUCTIONS ARE WRITTEN UNDER THE PRETENSE
THAT THE OPENING HAS BE PROPERLY PREPPED AND
SQUARED PRIOR TO
BEGINNING THE INSTALLATION PROCESS.
PRODUCT TESTED WITH FOLLOWING STANDARDS
AAMA/N'DMA/CSA 101/I.S.2/A440-08 NAFS
� AAMA 17022-02;{HUD 3280.305(c))
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GLASS TESTING PROVIDED BY SUPPLIER TO °"'�
���
„ GLASS IS SAFETY GLAZED(TEMPERED)WITH �
REQUIRED LABELING 5�
REF STANDARD ASTM E1300-04E01/E1300-09A. ~�R�s���a�n�n��e �
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, .- ��:'� 4��.,�ry� p INSTALLATION INSTRUCTIONS
_ � �
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��v= .--�_-���-.�- ° 3000-3200 SERIES OUT-
� �!'"',';'� �- '� Atwood Mobile Praducts
"���:- SWING DOOR
:��`,�k`� , 1120 N.Main SI,Elkhart.IN 46514
. .,,�, �r.,M��,2
�ri J�"���{ C� ��� Phone:57M1-2GA-3131 Toll Froe:800-862-3131
= q INTERNET i�iic v�-� I � �dr i
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_ ��^�!"� ��� ATW006' WINDOW AND DOOR SYSTEMS
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�"�°�, �� Do not remove any shipping clips, spacers, or fasteners
�,�d.
}�,W° ,�r;�:�� and keep the door closed and/ocked during the installation.
�a�.;�
"� �' �";�:��= Opening t he win dow prior to t he ins ta l/a tion may a ffec t any
�''���'� '{��:,�*a
r9>:� �� a s=�sa� pre-s quarin g done b y the manufacturer.
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��"� ����t� 1. Place the door in a position suitable to apply a non-hardening tape,
�':�x.w�'. �`��`��'� - " such as putty tape,to the mounting flange being sure to center it over
sTART"ERE 'T`'-,. i�`:�� all mountin holes. A sealant from a gun ma be used instead,but the
�;: , +..,�'"�''� 9 Y
, �,ti: ,r� s���s o bead must be a least�/a of an inch wide, cover all mounting holes and
���'��;"��ti�, , ��::x� � be free of gaps or voids.
��� �� •"�```��a�i� q".�i
�'t:,��'Y�ntd':�':it r, ` -. �s
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;;:,,f:;��'`'r.������-"� s�``��'_ � START HERE 2. Inspect the opening is square and built to accept the door as ordered,
��'�'' "''��'�`� � a e n e r a l r u l e i s t o a l l o w c l e a r a n c e 1/2"f ro m s i d e t o s i d e a n d 1/4"-1/2"
�;:r:�;'<°'; ,,,;�, �,�.µ. >,•i��.:.�,,�,,�, ����" t g
"�.�'';,��=.K` '��"�;=';'�����_:��.:,f�,,, ;;�,,,�; top to bottom from the A-line dimension of the door. Ensure the
'�'- `' =�`-�" `'���x��``':'��F��F�� � '�.. opening is square so when installing the door it is not installed into a
� . �.: :- , l.4;< .,�,,�.;.,���,.P: _�:� �
R � A position that will cause to door to not work as designed.
fi K ���q� +�. r
��, +ri�.fF�w �„�,'a ��''FT��'� ��yy�w��,s 3'�w� 'r.�r..�y /.,`_
s xw,"" � +�.+�'� p v �. ,�s�} � � ` .� I
3-+r[-1Yrl'�.e� � ^�.����'yn�{3.` K ��� � �
���g 3. Insert the assembly carefully into the rough opening. Make certain
,a� .� • �m � ����
`"�;?�?M,::,� , ,;k„���� � -k',n r:° '"�""`�,' � ' <�.
�� ; h� r,��� ,,� ,,fi,��.����� � a� ,,;�� �`'� the doors sill is level within the opening. Position the door in
��i�,w�.i....�.��,b,'�,_.r'�,ad�';�,K+�:.. '�:�r.�.,,�+ti:?"�+�t�,�'� �`��a
�'�� .�� .��.;k s �-�.�;�.,�r�;,+��,��;, ; approximate center of rough opening, hold the door flat against the
;�,� �-��";` `r"�'����'n:�"�',��;=�`'�'��Y ' � Q ;� �'° wall and secure it with preliminary screws;three on each side,
w.,,�.:.,.
�'�:����;,,. :�'��`.y.�"�':""'"'�"` � � .` ` b e g i n n i n g w i t h o n e i n t h e m i d d l e,t h e n t w o m o r e,o n e a b o v e a n d o n e
� � -l�.,4�� � � •_� Y���� p c - �'Y :"'�rt . I
� �, �"�������:�+ .�k��:� z�w' � below the center screw, proceeding in the same order.(The door
* t� x„�: x:•..,;.�` . �Q��„ ,
� q �-��;:� -�`�-��� '"`�� �_�-.�:`� � frame is pre-drilled with screw positions at not more than 5-1/2"from Oq I
��"�;�"� .��;:} T:'�`�� :�;.�;� �.�: �.
''' ��'.���.;°��+�!��,.�`�;.�,�;;-'r�:; :;.� • «� ��.,� � the end, on 5"centers for fhe 3000 series and on 8"centers for the
� �. _. �' �,
�"`���'�,` 3200 series, and.25"from edge typical, in the exterior frame so no
.e•,�` �, •
f�� p ar �i1r,d �.wPp .m„M.� � t
�,�..#'�i��`'�'"i, =.'u.,,o?E � h' °;�, �
f.. ���� ��� measuring is required)
��,�. .� * .
;��w. 4�.,, � ��
�xx. .,.� ,b.
�"�=�:�"���� " ?� �`''� 4. Do not tighten these screws until the door is checked for squareness
`" ' ' .;:�,' �' . ,� and make any necessary adjustments.Standard door shims can be
°'.,��;�;�� r,�;
���� ''�'��� ' . ° added as needed to the interior to ensure proper alignment.Then
`��,; �.,� tighten these 6 screws to lock the assembly in position.
�r��ls rse¢mame�s o�,
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DETAIL A � ,
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EXTERIOR VIEW
25TVP INSTALLATION INSTRUCTIONS
° 3000-3200 SERIES OUT-
_ •
Atwood Mobile Products SWING DOOR
7120 N.Main St,Elkhan,IN 46514
Phone:574-264-3131 Toll Free:800-862-3131
INTERNET t-:4 ,, ,�. n� ��Ini_.1 il�; i��
ATWOOD'WINDOW AND DOOR SYSTEMS
� 3. Once the door is squarely in place,tighten the preliminary screws and
proceed to install any remaining screws,starting from the middle of a
side and working out toward the corners. The screws should penetrate
the mounting frame to a depth of at least one inch and care should be
taken to drive the screws straight into the studs,not at an angle.Tighten
the screws until the putty squeezes out.
4. Install screws in the top and bottom horizontal rails in the same
O manner as the vertical rails until all attachment points are filled.
O 5. The door should now be securely fastened to the wall and it is safe to
use the features of the door. Remove the shipping clips and operate the
door several times to be sure it functions as designed.
6.Optional-Attach two screws of length between 1-1/2"-2"into one
hole of the latch and deadbolt(if included)brackets that securely enters
the jamb
7. Any additional sealant to the exterior can be added as deemed
necessary by the installer to complete their installation requirements.
8. Install hardware and any safety chain in compliance with the
manufacturer's instructions at this time.
CONGRATULATIONS OfV INSTALLING YOUR NEW
� ATWOOD MOBILE PRODUCTS HOUSING DOOR!!
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