HomeMy WebLinkAbout13-13896 CITY OF ZEPHYRHILLS
5335-8TH STREET •
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BUILDING PERMIT SINGLE FAMILY RESIDENTIAL
Permit#:13896 Issued: 2/21/2013 Address: 37518 COREY LEWIS AVE LOT 212
Permit Type: GENERAL BUILDING PERMIT ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Sq. Feet: Est. Value: Book: Page:
Cost: 73,878.16 Total Fees: 633.00 Subdivision: GRAND HORIZONS
Amount Paid: 633.00 Date Paid: 2/21/2013 Parcel Number: 34-25-21-0170-00000-2120
Name: B & H CONSTRUCTION OF CENTRAL FL. Name: MAUK, JOHN &TITA TRUST
Addr: 4025 MORRIS BRIDGE RD Address: 37518 COREY LEWIS AVE LT 212
TAMPA FL 33543 ZEPHYRHILLS, FL 33542
Phone: (813)782-1064 Lic: Phone: 813-714-9415
Work Desc: CARPORT(2) GARAGE/SHOP/GYM/SUNROOM/COVERED PATIO/STEPS/SIDEWALKS
5 5.5 .5
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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: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections cailed d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not acxessible.
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 pertormed in accordance
with Ci Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
�
� J��icc,�.� p
C NO TRACTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
NOTI�E OF CO�ENCE�NT iIIIIIIIIIIIIIIIIIIIIIIIII{IIIIIIIIIIINIII4IIIIIIIIIiIIIIII
^- - . ?013032395
Pennit No Repl.:1498674 Rec: 10.00
Tax Folio No.3`�'�5'�f' 0170-uc�Of�-a/3�D DS: 0.00 IT: 0.00
02/21/13 D. Bonilla, Dpt,y Clerk
THE IJNDERSIGNED hereby gives notice that improvements wi11 be made to certain real property,and in accordance with Secrion
713 13 of the Flonda Statutes,the following infonnation is provide m this NOTICE OF COMM�NCEMENT.
G�n� rtort�or��h��i h�'��- �B53 C� �ao r-or ata-
1.Description of property(legul descrip0on): or 879 S �e� 34�aa
a)Sueet(job)Address: .375� 1 �« I��rt� Z� � �1 3 -�'(
2.Genera]descripti0S1\ofimproveinents: oc1� �ra a S GuM SwnvoeK.. a� �'= 0.'�� S�d�e�ualks
j�c.aS�i�'ot�n S ,-�t�J Z.t,ScL�
3.Owner Inforination � . ������,�
a)Name and address:�p�r V`�A.v._K .3�t�to'1 �er1�r. +'- Z� ��T.�Fi 3vS�a-
b)Name and address of fee simple ritle�older{if other than o er)__ _
c)Interest in prope .�
4.Conh�actorInformat�on �� o�`�r2�'-�nc�v� O� L�+�T�c-L F� �'^�-
a)Naine and address: ''�aa'S� I��o�-r.S�+Ydua� �l<'ek � Z�1.-��—h�lt 5��l 33 5 u�_
b)Telephone No.: Sl�3'?$a'(D(o�} Fax No.(Opt.)�'��5-�5���
urety Information
a)Name and address:_ _ ___—._ --- - --_ -
b�AlII0U11I Of BOIId: ^____ PQULFl S 0'NEIL,Ph D PRSCO CLERK a COMPTROLLE(� _
c)Telephone Na.: ____ m��21/13 12•15 m 1 of 1 _
6.Lender OR BK 8$�'1 P� 1646
a)Name and address: ___^__.___ �
Phone No.
7 Identity of person within the State of Florida designats�by ow+rter apon whom notices or other documents may be served:
a)Name and address:_ ___. - — --__
b)Telephone No.• _ _�__ Fax No.(Opt.)
8.In addition to himself,owncz-designates the following person to recr,rve a copy of the Lienar's Notice as provided in Section
713.13(1)(b),Florida Stahites:
a)Name and address:�_ ._ .—��
b)Telephone No.: _ . Fax No.(Opt.)
9.Expiration date of Notice of Commencement(the eYpirstioa date is one year fi•om the dste of recording unless a different date
is specified): � -------- ----
WARNIlVG TO OWNER: ANY PAYMENTS MADE BY'FSE(J�'VNER AFTEYi�"HE EXPIRATION OF THE NOTICE OF
COMI��NCEMENi'ARE CONSIDERED IMi'ROPER I'�4YN�NT'S UNDER CI3APTER 713,PART I,SECTION 713.13,
FLORIDA STATUTES,AND CAPT RESULT IN YOUR PAK1Nt�,'Y'VVICE FOR IlVIPROVEMENTS TO YUUR PROPERTY.
A NOTICE OF COMMENCEMENT MUST BE RE�ORD.Ed2 A1�iU POSTED nN THE JOB SITE BEF03tE THE FIRST
I INSPECTION. IF YOU IlVTEND TO OBTATN F�1A.1�iC�NG,CONSULT YOUR LENDER OR AN ATTORNEY BEFORE
COIVIMENCING��'ORK OR RECORDING YOiJR T'OTTi�:E OF COM?�NCEMENT.
STATE OF FLORIDA / -���_ /fJ l�/
COUNTY OF�A5P� ��I l). ��f�� V
f 5y hvc of Owner or(hvner's Avthoriud()fFicez/Dircctor/Partner/Managcr
��Ii...1�"�a«l< ---,�
i'':int Naroe
The foregoing instrumcn:was acla�awlcdged beforc me tnis_0_1_�__,__day�f��,1_ __,20_�.�by.1 C+�r n��Q��
� - as- — _--�._._�__. ----,-�{type of ankhority,e.g.ofiiicer,trustee,
attorney in fac!)ion• ____ __(n��rie o!'psri �he]salf otwb ins eni�vas e=esute�.
Yersonally Known_OF Pro�i�cr,d Identi�icati��i_ s! R'ot;.ry Signa�*� ._ ___ _ �
� ��(A�_1.�;,��iY��fl�'�
-� 'Typr of Identificahon Prot�ucrd T`L L-iG ''J t?t. ' Nasue n )� �.�'�O 4s���. fi � �" � '�
—�---- (h 'nt .
�".---�A��:�i3t�°--
Verification aw�uuant w Section 92.t25,Florida Statuces.Undex Z��DZ)ties o.i parjus�•,I de�lare t�at I;►ac>e reac?thc forsgoing and that
the facts stated in it arc�ue to the best of my lmo•�vledce and belicf.
Fo:u�s,t+oc�.exoo� / rJ ,�',•t�1� --- ----— - ---
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•`rof�. SHA.RRON JOH�SON I $��et.ur of Naa�ral F-rson Signing(in l�oc N 10)Alrovc
� =;a� �.: Commission#EE 1053A2.
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�: ;; Ex�irss June 23,2015
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STi4TE OF FLORIDA,COUNTY OF i�ASCO �}'�� ' � •
TH1S IS TO CERTIFY THAT THE FOREGOING IS A �• �C
TRUE AND CORRECT COPY OF THE DOCUMENT • ,►
ON FILE OR OF PUBLIC RECORD IN THIS OFFICE � �
WI��/NE�S fvlY HAND A FICIAL SEAL THIS j�t��we?rp,� , �
`='"y� DAY OF �`-�L � � • �� �
PAULA S O'NEIL, CI.E �CO PTROL rER '� `�-�.-� • �
c�"-_-, �' l _
- ��8� �
$Y -•�'� DEPUIY CLERK ���q;����
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813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permittin �p p� � �
Owners Name �6n h mQ-U�-� Owner Phone Number
Ownel's Addreas 3R`I G? S�Fec l ti pf. Owner Phone Number ��
Fee Simple Titleholder Name Owner Phone Number ��
Fee Simple Titleholder Address �
JOBADDRESS 3��) v lOC'G �-Eu�lS {��I'G, ��T� ,�/a,
SUBDIVISION �QJn� I�ps-1 � PARCEL ID# ��'aS a(-D(�D'I9ObDD`� 01�e��
(OBTAINED FROM PROPERTY TA%NOTICE)
WORK PROPOSED B NEW coNSiR B ADD/ALT Q 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 e 5 (� (� O � e��
BUILOING SIZE SQ FOOTAGE I?O�� HEIGHT ��
BUILDING $7aG?8• �� VALUATION OF TOTAL CONSTRUCTION
QELECTRICAL $ /�pO � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
�PLUMBING $ �I 3 ���
�MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
QGAS � ROOFING � SPECIALTY � OTHER
FINISHE�FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
�
BUILDER �xQ�„ e�a 1 `��OMPANYL �� kSTL�L�-7'��
SIGNATURE �u'�'"`� `� REGISTERED Y! N FEE CURRE� Y/N
Address �'�'�`��0�" /•' License# ��7 t�(/S 77��.,�
ELECTRICIAN . a , COMPANY ����/L�jl� ��
SIGNATURE 'REGISTERED Y/ N FEE CURREA Y/N
Address C�y �)�/ ,// License# L✓'�tiVV�S�:-�
PLUMBER � � COMPANY -�
SIGNATURE � REGISTERED Y/ N FEE CURREA Y/N
Address
License# -�
MECHANICAL CpMppNy
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
OTHER COMPANY �
SIGNATURE REGISTERED Y/ N FEE CURREA Y I N
Address License# �
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIf111I111111111111111111111
RESIDENTIAL Altach(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&1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)compfete sets of Building Plans plus a L'rfe Safety Page;(1)set of Energy Forms.R-0-W Permit for new construction.
Minimum ten(10)working days after submittat date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Faci�ities&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 construdion.
Directions:
Fill out application completely
Owner&Contrector sign back oi application,notarized
If over E2500,a Notice oi Commencement is required. (A!C upgrades over i7500)
'" Agent(for the contrector)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/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 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 contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009 Furthermore, if the owner has hired a conUactor 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 entiUed 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 buiidings, 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 idendfied 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. Furthertnore, if Pasco County WatedSewer 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/OVYNER'S AFFIDAVIT I certiiy that all the information in this application is accurate and that all work
will be done in compliance with all applicable Iaws regulating construdion,zoning and land development. Application is
hereby made to obtain a permit to do wo�lc 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 pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulabons, 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�imited to:
- Department of Environmenhal Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensi6ve
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, WeUand Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the tollowing restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly peRnitted.
- 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 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 fitl,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 elecVical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically induded 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 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 �/�CRt �1��L�aQ CONTRACTOR lJ.Y2__�' �D�.(J� �
Subscribed and swor� o(or 'q�ed)b�tore me t�- Subscribed and swoi t affi ed)before me this
01-1�1-/3 by t7�r�r �fYeiC�b�e. a-/U-i3 cy (�rrs ��s.G
Who is/are personally kn n to me or has/have produced Who is/are personally kno to me or has/have produced
as identification. as identification.
\ \ l \ �.�.�-� \�
"�-'C. ���" \����Notary Public� �_� ��G�No�ublic
Commission No. Commission No.
Name of Notary ryped,printed or stamped Name of Notary typed,pn ���1
"�""'°"'°"`"t� .�°:n� SHARRQf�JOHNSON
•"ti:is:"'••f SHARRON JOHNSON � ;�t' ��: ^�
;�` �'.`_ Commission#EE 105G42 =.. ..: Corr►mission#EE 105Cw2
� �_ ���4 Expires June 23,2015
„ Exp'tres June 23,2015 �i�pF �,�„T,�yF�;�;,,�,,;6eua�s.4;o�
�J„� �a. Bo�dedThruTroyfalnl�urancebJ0.365•701;�
, 4025 Morris&idge Road
- - - Zephyrhilis,FL 33543
CONSTRUCTION $13-7sz-1064 Phone
������� 813-715-6585 Fax
800•224-1206 Toll Free
www.bhconstructioninc.com Web Site
PAGE 1 OF 2
PROPOSAL SUBMIITED TO SALESMAN QI1TE
JOHN MAUK Chris He! esen 1/22/13
srr�r cEU.�
813-508-8673
CITY,STATE,and ZIP COOE LOCATIONIDIf�CT10NS
c6I 3��j —3 RP TAG�:
• n w s an r.
LEFT SIDE OF HOME
Driveway A:
6'X 16.5'x 6"thick flair
12.5'X 23'X 4"thick slab
2loads of dirt
1/2 of pre-treat
Total for Driveway A-$2,143.24
Carport B:
Structural panel roof 24 X 13.5'
2 X 6 SM beams-38'
8 X 12 footer-23'
12.5 X 23 Concrete
Total for Carport B-$1,590.09
Garage C:
One 3 tread step Concrete 12.5 X 25
12 X 12 footer-102.5' Firewall
Seven Windows 3 X 4 recessed entry
OH door with windows 10 X 7 Garage door opener
One step rail Garage door header 3-2 X 10
Garage walls 90' 4"raised concrete
Roof Panels 12'bug shield
11'brick foote� 47.5 X 7 solid brick
15.5 valance
Total for Garage C-$23,369.01
(coMinued next page)
"Custom Home Additions Af lt's Best!"
g� 4025 Morris Bridge Road
- "� ��'..°� Zephyrhilis,FL 33543
C4NSTRUCTION 813-782-�064 Phone
������ 813-715-6585 Fax
800-224-1206 Toll Free
www.bhconatructioninc.com Web Ske
PAGE 2 OF 2
�toros��s�rrr�o ro �� ��
JOHN MAUK Chris Hel esen 1/22/13
�T C�L PHONE
813-508-8673
ciTr,sr��,a�,a zw cooE �oca►riow�r�cnoNs
RP TA�#:
We 1�by whn�it spe�d,d estimales tor.
LEFT SIDE OF HOME(Continued)
Shop D& E:
4'X 14'concrete
12.5'X 22'concrete
One wood wall and install owners door
One door up grade
Piumbing&elect�ic allowance
3'X 173'walk
11'X 14'concrete patio
Total for Shop D&E-$5,225.92
Chanses:
Dedutt$720.00 for windows being provided by homeowner
Add$330.00 for wire mesh added to concrete
Add$150.00 for insulated garage door kit
Total for Changes- ($240.00)deduction �
° � �o�+e e *7 3 5� � �' �l� ._. I��t,yt.���id �� �7/�
Thi -two thousand e h -ei ht and 26/100 datan. S 32,088.26
Pay�ri.nt to b�m.a.a�onows:
UPON COMPLETION
a mabrW r pi.isM�.a b be as�pedlee.A9,NO►k w ne oanqe�ee n,wabn�Mae m�er
�000rdrg a stn,00�a or�dfo�.
My�ibraUon or deri�Uon 6om ebow tpedAc�tloi�s kivolrinp ooti wiN be eieailed upon rKipen � ,
ordei�.md MA beoane an extra eha�pe orer uid above Cie e�Eimtk.
Sipnatulb:
^�a0ro�oonl�pmt uvon an7as.socidenlc,or deays o.yono ar oorroa.owner b ca�ry fue,
tomado,and otlier�ary Niwrance.Our workert aie fuNy ao�ered by W�orbntn's Comp�atlon N018:Thi�prGp0�i1 m8y bg
h�wranCe. WNhdf8W11 by u8 M nOt 8CC9pbed wkt�1 Qoyg.
Acc�pbnce of Propos:M rn� .enre �, � e,� � „� �/�_ J
�do�y aro hxeY iaepbd.Ya aie autliaized b do Me wotlt at spedFes.Pa�t�t wU be �tun: %�'v
made ac outlinea abore.
Dab Of ACCepfallCl: 8iplatufl:
"Custom Home Additions At If's Bestl"
SOW OPTIONi/left side.docx
B&H Construction will provide required material (except where noted in bold print), build
and install as per attached drawing a 3 ft. X 173 ft. sidewalk adj acent to the street border area ,
4 ft. X 3 8 ft. inch sidewalk in front of house, 12.5 ft. X 23 ft. driveway, 6 ft. X 16.5 ft.
driveway road apron with flair , 12.5 ft. X 23 ft. carport, 12.5 ft. X 25 ft. garage, 12.5 ft. X 22
ft. (L) shaped workshop with an additional4 ft. X 14 ft. off set workshop area, and 11 ft. X 14
ft. of patio consisting of the following:
All concrete will be 3,000 lbs. per sq. inch with fiber and imbedded wire mesh, all concrete
will be minimum 4 inch thick, except driveway road apron will be 6 inches thick, all fill areas
are to be compacted to 98% compaction ratio for every 6 inches of fill depth, concrete azea will
be treated for termites before pouring
Install 5 concrete expansion joints and 12 saw cut stress joints of 1 inch minimum depth
across 12.5 ft. and 14 ft. width and the length of the 12.5 ft. and 14 ft. concrete as per attached
drawing
Saw cut stress joints linch minimum depth in side walk approximately every 6 ft.
Carport footer border along outside wall area will be 8 inch depth X 12 inch wide with rebar,
garage and work shop footer border along outside wall area will be 12 inch depth X 12 inch
wide with rebar
All roof area (including carport, garage, work shop, & patio) will be covered with 3 inch thick
elite panel roofing material, with gutters, valances, and 3X4 downspouts as required
2X6SMbeams38ft.
Exterior walls and wall between garage and work shop area will be 2 X 4 stud walls, covered
with 7/16 OSB, vapor barrier, and vinyl siding matching the home.
Interior garage wall area next to the house will be dry walled, filled, ta.ped, sanded, and
painted
Garage door header will be made of 3 ea. 2 inch X 10 inch lumber
12 ft. of vinyl bug shield in shop area
5 double pane glass windows (2 ea. in garage & 3 ea. in work shop) with rough opening of
53.88 inch W X 38.88 inch H (windows to be supplied by owner) 2 windows in gazage evenly
spaced on outside wa11, 2 windows on outside wall of shop area wall spaced evenly between
end of wall and an allotted 8 ft. centered space left for work bench, 1 window centered on back
SOW OPTIONI/left side.docx
wall of work shop, the bottom of all windows to be approximately 40 inches off the floor
1 insulated 10 X 7 ft. garage door with windows and automatic door opener in front wall of
garage
1 three step 12 inch tread masonry step to fit cut out area for recessed door into
utility room with one maxie step rail for steps into utility room
1 French door(pre hung )between garage and work shop area opening into work
shop, rough opening W 74 3/a " X H 82 1/8 "(hardware and door to be supplied
by owner)
1 exterior upgraded door between patio and work shop area to open into patio area
3 each SCH 40 2 inch PVC pipes under concrete as per drawing (caped PVC pipe of
correct length to be supplied by owner)
Decorative brick wall with vents from footer to bottom of home across front of
house, down the side of house the length of the carport, and patio area
2loads of fill dirt
15.5 valance
Electrical work to include installing 100 amp power panel (with space for 20 ckt.
breakers) in front left corner of work shop at eye level off the floor, 1 outlet for
garage door opener, 1 ea. 20 amp outlet in work shop centered on outside wall 46
inches off the floor, and fan prep for center of patio with control switch inside door
opening into work shop area
Price includes engineered drawings, permit, approval by Grand Horizons,
installation, labor and materials
Copy of all engineered drawings to be provided to owner
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: � � �.d)1 S 7�'uC�r-�
Date Received: ,�, '—��f—��
Site: � 7 ' Cj �)re �� S �
Permit Type: /��Gc/"►-����I�-C o'I ��
Approved w/no comments: Approved w/the below comments: O Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
� -13� �3
Kalv' Switz r s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
4025 Morris Bridge Road
— �- Zephyrhills,FL 33543
CONSTRUCTION 813-TSZ-1064 Phone
����0��� 813-715-6585 Fax
' 800-2241206 Toil F�ee
www.bhconstructioninc.com Web Site
PA(3E 1 OF 2
PROPOSAL SUBAIIiTED TO SALESMAPi DATE
JOHN MAUK Chris Hei esen 1/22/13
STREET CELL PHONE
813-508-8673
cm,srn�,and z�cooE ,ioe�ocnnoruo�cnoi+s
3—�63 — � RPTAG�:
w spec ia� .
RIGHT SIDE OF HOME
Garage F:
Roof -4 panels 30' Concrete 14 X 28 12'X 7'OH Door with windows
Garage door header 40 beams 2 X 6 Garage door opener
Beam work One shed door One shed door up grade
Two windows Walls 16+14+28+14 One Gym door and wall
One sun room prime door Valance Gutter
One step rail 4 X 13.5 walk 7 X 11.5 walk-patio
Raised concrete 12 X 12 footer 72' 8'brick skirting footer
One firewall
Total for Garage F-$16,624.03
Dr(veway G:
13'X 14' Driveway
6 X 18 Flair
1/2 Pre-treat
Total for Driveway G-$1,375.32
Gym H:
4'X12'walk
11.5 X 14 raised slab
Walls 14+11.5
One course over 64'
One 3 tread step
One small window in garage
Total for Gym H- $3,983.79
Sun Room I:
11.5 X 19 raised slab
7 loads of dirt
Walls 11.5 X 19'
Labor to install french door
11 panels X 12.5 X 4
Windows 56
Total fo�Sun Room I-$16,142.32
(continued next pagej
"Cusfom Home Additions At It's Best!"
4025 Morria Bridge Road
-� - - Zephyrhilia,FL 33543
- CONSTRUCTION 813-782-1064 Phone
������ 813-715-6585 Fa�c
800•2241206 Toll Free
www.bhconstructioninc.com Web Site
PAC3E 2 OF 2
PROPOSAL SUBMITTED T� $,ALESMAN ppTE
JOHN MAUK Chris Hel esen 1/22/13
s�r�r c�.�aHOr�
813-508-8673
cm,srn�,�d zm cooE �oe�oc�nowa�cTroNs
RP TAG#:
We he�eby aubmit spedlkxlions end esdmelaa for
RIGHTSIDE OF HOME(continued)
Raised Porch J:
8 X 11.5 raised porch
Solid Brick
One 3'wide step 5'wide
Maxi Rail
Raised over 6 courses
Total for Raised Porch 1-$2,946.54
Cover open patio in front of sun room includes support beams and insulated roof(5'X 11'4")
Total for Cover-$567.90
Add insulated garage door kit- Total for insulated Garage Door Kit-$150.00
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Zb c� d,pwJ� — 30tro G�� GonGrC,,}� f.c,w�,s.,`n�K ,
G� ���a � �n S -r.C.. i /�
Fo -one thousand seven hundrod ei h -nine and 90h00 daa�s. s 41�T89.90
Payrn�nt t�b�m�de a�iollow�:
UPON COMPLET/ON
AN mNai�l b puK�nMed b be a tpedfed.AA watc io be complMed in a Makmm�ae marw�
a000rdYq b swMrd qacli�cec.
My albrqion a deviatlon from abwe spedAa6ons YwoNirp cat wiN be s�oeaiMd upon wACsn �
adert.md wIA bYOOme 1n sxta t�rp�otier�nd�bo�e Ihe epYnale. Sig11�U�B:
AM aproemenb oDnMnpent upon etrioe6,aoddenEi.or deltyi beyond our conhol.Ow�kr b arty 1ir�e,
tomado�end oNbr neoeaaary inwnna.Our woiben are fuAy caeied by VVorlaron'a Campensadon Pb1e:Th�p10p0��1 may be
��. witl�drawn by us iF nd acoep�ed rr�hin
�•
Acce�ptance of ProposiN rne .00re w+c�, �sa� .� oona�no�� �s _y� / �%7 ,.
�r��r�Pbd.You�e aunwrmea a do Me wak as apeanes.P�yrtbnt v�11 be ��n/v
made at oudned above. !
Dab oi Acceptanc�: Sipnature'
�rCustom Home Additions At It's Bestl"
������ �
B&H Construction will provide required material, (except where noted in bold print) build
and install as per attached drawing, 14 ft. X 24 ft. garage with a 12.5 ft. X 13 ft. 8 inch
driveway, 6 ft. X 16.5 ft. driveway road apron with flair, 4 ft. X 10 ft. sidewalk, 11 ft. 4 inch X
14 ft. raised gym room, 11 ft. 4 inch X 19 ft. raised sun room, 8 ft. X 11 ft. 4 inch raised porch ,
and 5 ft. X 11 ft. 4 inch ground level concrete base which will consist of the following:
All concrete will be 3,000 lbs. per sq. inch with fiber and imbedded wire mesh, all concrete
will be minimum 4 inch thick, except driveway road apron will be 6 inches thick, all fill areas
are to be compacted to 98% compaction ratio for every 6 inches of fill depth, concrete azea will
be treated for termites before pouring
6 concrete expansion joints and 10 saw cut stress joints of 1 inch minimum depth across 11 ft. 4
inch, 12 ft. 6 inch and 14 ft. width and the length of the 11 ft. 4 inch 12 ft. 6 inch and 14 ft.
concrete and in center of 10 ft. side walk as per attached drawing
Garage footer border along outside wall area will be 12 inch depth X 12 inch wide with rebar
All roof area (including: garage, gym, sun room, patio, and step area in front of porch to match
front of house roof line) will be covered with 3 inch thick elite panel roofing material, with
gutters, valances, and 3X4 downspouts as required
Exterior wa11s on the garage, front wall of sun room, interior wall between sun room & gym,
ar�d rear wall of gym will be 2 X 4 stud wa11s, covered with 7/16 OSB, vapor barrier, and vinyl
siding matching the home.
�
�/ Interior garage wall area next to the house will be dry walled, filled, taped, sanded, and painted
Garage door header will be made of 3 ea. 2 inch X 10 inch lumber
2 ea. double pane glass windows with rough opening of 53.88 inch W X 38.88 inch H (windows
to be supp[ied by owner) in garage evenly spaced on outside wall the bottom of all windows to
be approximately 40 inches off the floor
1 insulated 10 X 7 ft. garage door with windows and automatic door opener in front wall of
garage
1 three step 12 inch tread masonry step 5 ft. wide with two maxie steps rail for front porch, 1
three step 12 inch tread masonry step 4 ft. wide with one maxie steps rail for gym room door,
and maxie rail on border of porch
SOW OPTION2/right side.docx
1 exterior entry door(with 2 glass panes bottom one moveable & two locks) opening in to
raised gym, 2 exterior entry doors with locks for garage opening out, 1 interior door between
gym and sun room
Aluminum walls with 4 ea. aluminum frame single pane glass 39 inch X 68 inch side slider
windows in gym area and 5 ea. aluminum frame single pane glass 42 inch X 68 inch side slider
windows in sun room, exterior wall area without windows will be covered with vinyl siding
matching home
1 French door (pre hung) between front porch and sun room opening into sun room, rough
opening W 93 '/2 inch X H 82 1/8 " (hardware and door to be supplied by owner), 2nd French
door (pre hung) between sun room and house living room opening into sun room, rough
opening W 72" X H 80 (hardware and door to be supplied by owner)
Decorative brick wall around base of gym, sun room, porch area, and behind AC unit area
3 loads of fill dirt
1 ea. SCH 40 2 inch PVC pipe under concrete as per drawing (caped PYC pipe of correct
length to be supplied by owner)
Electrical work to include outlet for gaxage door opener, 1 ea. fan prep and 2 ea. outlets below
windows for gym, 2 ea. fan preps and 3 ea. outlets below windows for sun room, 1 ea. fan prep
for porch
Price includes engineered drawings, permit, approval by Grand Horizons, installation, labor and
materials
Copy of engineered drawings to be provided to owner
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LEONARD G. "GEOFF" WOOD, P.E.
4034 THE FENWAY
MULBERRY, FL 33860
(863)646-551?
Date: 02/11/13
B 8v H Construction
Zephyrhills, FL
Re: John Mauk Mod. #:
Address: Corey lewis Ave Lot #: 321
Zephyrhills, Fl.
Dear Sirs,
This letter is to certify that I have reviewed the above referenced
structure to determine the structural adequacy of the existing structure
to receive the attached structure. The proposed structure is roughly a
12' 6"x 23' Carport, a 12' 6"x 25' Garage, a 12' 6"x 22' Shop with a 4' x 14'
extention to shop, a second garage 14'x 28', a 14' x 11' 4" gym, a 19'x 11'x 4"
Sun room, and a 8' x 11' 4" Covered patio. Home has factory beams.
The existing mobile home, has been considered and is adequate
as a host structure, with the blocking and anchoring at 5' 4". Based upon
review and acceptance of other structure to home per manufacturers requirements.
As always should you have any questions, please feel free to call
me at any time.
�
Si �rely � i6�
� � SHEET_OF <"�"
nard : ood , , , ,' � ' ' , ` , ,. ,. FoR:
-- .t' T s&x consancri�otCeoaat Fl tnc
4034 The Fenway ' , � ' i :r° , �, ,
Mulbe Fl. 33860 ` ' , � ?f'" �� " T�'�'��p�m�c��zoio
riY� - ;',,J r�oria.s�c�s�m�,s���6os
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LEONARD(i."GSOFF"WOOD
EPIGIIdEER
r'`r;�-'; �!"`' Leamad G.Wood,PE 1147377
i�i {�L�'�-.��',i t,� -'1 40347LcFemva
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s&H conshoction of ceatr.t Fl mo
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Laona�d G.Wood,PE M 49379
4034 The Fmway
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LHONARD .'YiPAFF'WOOD
ENGWEER
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�i0"��o��(�d'tf`�Efl� gUS Home Log In User Registretion Hot Topia Submit Surcharge SWts&Facts Publications FBC SWff BCIS Srte Map Links Search Y
Busines ' �
���` �Product Approval
Professi nal 11'��/USER:PublicUSer
Regulation `�'"
� Product Aooroval Menu>Product or AoolicaGOn Search>Application List
ISearch Criteria Refine Search
�,�;-;"�-�� Code Version 2010 FL#
2291
IApplication Type ALL Product Manufacturer ALL
ICategory ALL Subcategory ALL �
IApplication Status ALL Compliance Method A�� �I
jQuality Assurance Entity ALL Quality Assurance Entity Contract Expired q�� i
;Product Model, Number or Name ALL Product Description A�� I
IApproved for use in HVHZ ALL Approved for use outside HVHZ ALL I
�Impact Resistant ALL Design Pressure ALL
Other q�� '
- -- i
-- pp— -----
Search Results-A Ifeations -- — — - — --- -
i FL# 7vne Manufacturer Validated Bv Status
FL2291- Revision Metals USA Building Products Jorge A. Pomerantz, Approved�
R� Category: Roofing p E i
I Historv Subcategory: Products Introduced as a Result of New (954)394-8521 I
Technolog
�`Approved by DBPR.Approvals by DBPR shall be reviewed and ratified hy the POC and/or the Commission if necessary I
Contad Us 1940 North Mon t t.Tallaha ee Fi a�aoo phone:850-487-1824
The State of Florida i5 an AA/EEO employer Goovriaht 2007-2010 State of Florida Privacv ta m nt A es i6iliri tat m nt ftef�nd Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pubiic-records request,do not
send electronic ma(I to thfs entity Instead,contact the office by phone or by traditional mafl.If you have any questions,please mntact 850.487.1395.
•Pursuan[[o Section 455.275(1),Florida Statu[es,effettive October 1,2012,Iicensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emails provided may be used for official communication wkh the licensee.However email addresses are publlc
record.If you do not wish to supply a Dersonal address,please provide tAe Department with an email address which can be made availabie to the public.
To determine if you are a licensee under Chapter 455,F.S.,please click here
ProductApprovalACCepta:
�� ��- �
kcvrit��u E lt:/�
.�
http://www.floridabuilding.org/pr/pr app lst.aspx 2/14/2013
Florida Building Code Online Page 1 of 2
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Fjpr�jd�s_P��(�r��r�!�� BCIS Home Log In User Registration Hot Topics Submit Surcharge SWts&Faas Publlcations FBC Staff BQS Site Map Links Search
Busines ��`}
Professi�nal ��Product Approval
�USER:Public User
Regulation
� Product Aooroval Menu>Produc[or AoolicaUOn Search>AoolicaUon List>Application DeWil
�, � ��� FL# FL2291-R7
:�:�..a ..+� � Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived
Product Manufacturer Metals USA Building Produds
Address/Phone/Email 7815 American Way
Groveland, FL 34736
(352)787-7766
bkaufmann@metalsusa.com
Authorized Signature Frank Bennardo
frank@engexp.com
Technical Representative Bill Kaufmann
Address/Phone/Email 7815 american Way
Groveland, FL 34736
(800)342-9077
bkaufmann@metalsusa.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Products Introduced as a Result of New Technology
Compliance Method Evaluation Report from a Florida Reglstered Architect or a Llcensed
Florida Professional Engineer
Evaluatlon Report- Hardcopy Recefved
Florida Engineer or Architect Name who Frank L. Bennardo
developed the Evaluation Report
Florida Llcense PE-0046549
Quality Assurance Entity UL LLC
Quality Assurance Contrad Expiration Date 11/29/2015
Valldated By )orge A. Pomerantz, P.E.
Validation Checklist- Flardcopy Received
Certfficate of Independence FL2291 R7 COI Cert Indeo.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM 01929 1996
ASTM E72 1998
ASTM E84 2003
Equlvalence of Produd Standards
Certified By
Florida Licensed Professional Engineer or Nrchitect
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqvBLGds°%2bEz... 2/14/2013
Florida Building Code Online Page 2 of 2
FL2291 R7 Equiv Equiv E72.qdf
FL2291 R7 Equiv Equiv E84.qdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/21/2012
Date Validated 12/21/2012
Date Pending FBC Approval 12/27/2012
Date Approved 02/04/2013
Summary of Products - - - -- - -- ------ - -- ---- - -- - - --�
�FL# Model,Number or Name Description
2291.1 Pro-Fab Roof Panels Alumfnum and Steel Skin EPS Core Sandwich Panels '
�Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL2291 R7 II Dwa.odf
Approved for use outside HVH2:Yes Verifled By: Frenk L. Bennardo, P.E. PE0046549
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
� Other:-For outside patio construction only. - Refer to FL2291 R7 AE Eval.odf �
engineering drawing#04-151-0001 for limitations and Created by Independent Third Party� Yes
I conditions of use.
Back Next
ConWCt Us 1240 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2010 Sta[e of Florida. Privacv Statement AttessibiliN SWtement Refund SWtement
Under Florida law,email addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not
send eledronic mail Co this entiry Instead,contact the o�ce by phone or by traditlonal mall.If you have any questions,please contad 850.487.1395.
*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depar[ment
with an email address if they have one.The emails provided may be used for o�clal communicatlon with the Iicensee.However email addresses are public
record.If you do not wish to supply a personal address,please provide the DepaKment wrth an emall address which can be made available to the public.
To determine if you are a licensee under Chapter 455,F.S.,please ctick here
Product Approval Accepts:
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Busines ��'�
Professi�nal 4-� � Product Approval
�USER:Public User
Regulation
�� Product Aoproval Menu>Product or AoohcaUOn Search>Applicatian List
��, � ISearch Criteria Ftefine Search!
'"�"�� .:"�-��' '+�� 'Code Version 2010 FL# 5302 �
�Application Type ALL Product Manufacturer ALL
ICategory ALL Subcategory ALL
'Application Status ALL Compliance Method ALL ,
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or NameALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL �;
�Other ALL i
------ -- ----- ---- — ------ -- -- -- -- - - - I
Search Results-Applicatfons
I FL# T e Manufacturer Validated B Status �
I—
iFL5302-R2 Revision Amarr Garage Doors Steven M. Urich, PE Approved ;
�Historv Category: Exterior poors
Subcategory: Sectional Exterior poor Assemblies(717)932-8500
�FL5302-R3 Revision Amam Garage Doors Steven M. Urich, PE Applied Fo i
Category: Exterior poors
� Subcatego :Sectional Exterior poor Assemblies 717 932-8500
;'Approved by DBPR.Approvals by DBPR shall be reviewed and 2tiFled by the POC and/or the Commission if necessary �
�ontac[Us 1940 North Monroe Street.Tallahass??FL 32344 phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriah[2007-2010 S[ate of Florfda. privacv Statement Accessibiliri Sta[ement Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-rewrds request,do no[
send electronic mail to this entity Instead,con[act[he office by phone or by[raditlonal mail.If you have any questions,plwse contact 850.487.1395.
'Pursuant to SeRion 455.275(1),Florida Statutes,eRective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emails provided may be used for official communication with tne Iicensee.However email addresses are public
record.If you do not wish to supply a personal address,please provide the Department with an emall address which can be made available to the public.
To determine if you are a licensee under Chapter 455,F.S.,please click�_
Produe[App�oval Acoapts:
� 1�IMCk �
ti(Y'UClt��ti lli:t�
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http://www.floridabuilding.org/pr/pr_app_lst.aspx 2/14/2013
Florida Building Code Online Page 1 of 4
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Busines ��'� -
Professi�C�al �I�/-�� Product Approval
�! USER:PubliC User
Regulation
�� Product Aooroval Menu>Produc[or AoDlicaUOn Search>Aoohcatwn�st>ApplicatfOn Detafl
I�?.= :4�� Application Type Rev3sonRZ
Code Version 2010
Applicatfon Status Approved
Comments
Archived
Product Manufacturer Amarr Garage Doors
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336) 251-1309
danny.joyner@amarr,com
Authorized Signature Brandon Gentle
brandon.gentle@amarr.com
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem, NC 27105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem, NC 27105
djoyner@amarr.com
Category Exterior poors
Subcategory Sedional Exterior poor Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluatlon Report- Hardcopy Received
Florida Engineer or Architect Name who Thomas L. Shelmerdine
developed the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA Inc. -ETL/W'arnock Hersey
Quality Assurance Contract Expiretion Date 01/O1/2015
Validated By Steven M. Urich, PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL5302 R2 COI Statement of Indeoendence revised.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM E 330 2002
Equivalence of Product Standards
Certified By
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seV ZMFL... 2/14/2013
Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/17/2011
Date Validated 12/06/2011
Date Pending FBC Approval 12/13/2011
Date Approved 01/31/2012
Date Revised 02/13/2013
- - - - - - ---- --- - - - --- --- - — - -- - --
ISummary of Products ;
FL# Model,Number or Name Descri ion
5302.1 Stratford(M600)and Heritage Dwg. IRC-6009-110-11,Thru 9'wide.
M950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R2 II IRC-6009-110-7 1 drawinq 7-10
Approved for use outside HVHZ:Yes sealed.odf
� Impact Resistant: No Verified By:TOM SHELMERDINE 0048579
Destgn Pressure: +19.1/-22.6 Created by Independent Third Party:Yes
Other: Design Pressure+19.1/-22.6, Not for use in Evaluation Reports ,
HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-110-11 report 7-10 �
(debris region unless structure is designed as partially sealed.odf
i enclosed or door is a re lacement door. Created b Inde endent Third Part . Yes
I 5302.2 Stratford(M600)and Heritage Dwg.IRC-6009-100-11,Thru 9'wide.
M950
Limfts ot Use Installation Instructions
I Approved for use in FIVHZ: No FL5302 R2 II IRC-6009-100-]1 drawino 7-10
Approved for use outside NVHZ:Yes sealed. df
Impact Resistant: No Verified By:TOM SHELMERDINE 0048579
Design Pressure: +15.8/-18.7 Created by Independent Third Party:Yes
� Other: Design Pressure+15.8/-18.7,Not for use in Evaluatfon Reports
�HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-100-11 reoort 7-10
debris region uniess structure is designed as partially sealed.�df
enclosed or door is a replacement door. Created by Independent Third Party:Yes
5302.3 Stratford (M600)and Heritage Dwg.IRC-6009-120-15,Thru 9'wide.
(M950)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R2 II IRC-6009-120-15 drawinq 7-10
Approved for use outside HVHZ:Yes sealed.odf
IImpact Reststant: No Verified By: TON SHELMERDINE 0048579
Design Pressure: +22.8/-26.9 Created by Independent Third Party:Yes
� Other: Design Pressure+22.8/-26.9,Not for use in Evaluation Reports
HVHZ.Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-120-15 report 7-10 i
�debris region unless structure is designed as partially sealed.odf
I enclosed or door is a re lacement door. Created by Independent Third Party:Yes
i 5302.4 Stratford(M600)and Heritage Dwg.IRC-6009-130-15,Thru 9'wide.
j (M950
�Limits of Use Installation Instructions
Approved for use in HVH2: No FL5302 R2 II IRC-6009-130-15 drawinq 7-10
Approved for use outside HVHZ:Yes sealed. df
Impact Resistant: No Veriffed By:TOM SHELMERDINE 0048579 �
Design Pressure: +26.7/-31.6 Created by Independent Third Party. Yes
iOther: Design Pressure+26.7/-31.6, Not for use in Evaluation Reports
HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-130-15 report 7-10
j debris region unless structure is designed as partially sealed.odf
j enclosed or door is a re lacement door. Created b Inde endent Third Pa : Yes
5302.5 StratFord(M600)and Heritage Dwg.IRC-6009-140-15,Thru 9'wide.
i (M950)
!Limits of Use Installation Instructions
; Approved for use in HVHZ: No FL5302 R2 II IRC-6009-140-15 drawina 7-10
I Approved for use outside HVHZ:Yes sealed.odf
; Impact Resistant: No Verffied By•TOM SHELMERDINE:0048579
' Design Pressure: +31.0/-35.1 Created by Independent Third Party: Yes
' Other: Deslgn Pressure+31.0/-35.1, Not for use in Evaluation Reports
HVHZ.Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-140-15 reoort 7-10
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seV ZMFL... 2/14/2013
Florida Building Code Online Page 3 of 4
`Idebris region unless structure is designed as partially �sealed.pdf
enclosed or door is a replacement door. Created by Independent Third Party: Yes
j 5302.6 StratFord (M600)and Heritage Dwg.IRC-6009-150-15,Thru 9'wide.
I' M950)
Limits of Use Installation Instructions
� Approved for use in HVH2: No FL5302 R2 II IRC-6009-150-15 drawinq 7-10
� Approved for use outside HVHZ:Yes sealed.pdf
Impact Resistant: No Verifled By:TOM SHELMERDINE 0048579
Design Pressure: +35 6/-42.1 Created by Independent Third Party• Yes
Other: Desfgn Pressure+35.6/-42.1, Not for use in Evaluation Reports
HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-150-15 reoort 7-10
debris region unless structure is designed as partially sealed.�df
enclosed or door is a replacement door. Created by Independent Third Farty. Yes
5302.7 Stratford(M600)and Heritage Dwg.IRC-6009-169-15,Thru 9'uvide.
� (M950)
(Limits of Use Installation Instrudions
� Approved for use in HVHZ: No FL5302 R2 II IRC-6009-169-15 drawing 7-10
� Approved for use outside HVH2:Yes sealed.odf
Impact Resistant: No Verifled By:TOM SHELMERDINF 0048579
Design Pressure: +45.3/-51.2 Created by Independent Third Party:Yes
Other: Design Pressure+45.3/-51.2, Not for use in Evaluation Reports
i HVHZ.Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6009-169-15 reoort 7-10
debris region unless structure is designed as partially sealed.pdf
enclosed or door is a replacement door. Created by Independent Third Party. Yes
5302.8 Stratford(M600)and Heritage Dwg.IRC-6016-100-15, 10'Thn� 16'wide.
(M950)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R2 II IRC-6016-100-15 drawinq 7-10
Approved for use outside MVHZ:Yes sealed.adf
Impact Resistant: No Verified By:TOM SHELMERDINE 0048579
Design Pressure: +15.2/-17.2 Created by Independent Third Party. Yes
Other: Design Pressure+15.2/-17.2, Not for use in Evaluation Reports
HVHZ.Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6016-100-15 reqort 7-10
debris region unless structure is designed as partially sealed.odf
Ienclosed or door is a replacement door. Created by Independent Third Party:Yes
�5302.9 Stratford(M600)and Heritage Dwg.IRC-6016-110-15, 10'Thru 16'wide.
i M950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R2 II IRC-6016-110-15 drawinq 7-10 ,
Approved for use outside HVHZ:Yes sealed.odf
Impact Resistant: No Verified By:TOM SHELMERDINF 0048579
Design Pressure: +18.3/-20.8 Created by Independent Third Farty: Yes
Other: Design Pressure+18.3/-20.8, Not for use in Evaluation Reports
HVHZ.Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6016-110-15 report 7-10
debris region unless structure is designed as partially sealed.odf
enclosed or door is a replacement door. Created b Inde endent Third Party: Yes
5302.10 Stratford(M600)and Heritage Dwg.IRC-6016-120-15, 10'Thru 16'wide.
M950
Limits of Use Installation Instructions '
Approved for use in HVHZ: No FL5302 R2 fI IRC-6016-120-15 drawing 7-10
Approved for use outside HVHZ:Yes sealed.odf ;
Impact Reslstant: No Verifled By:TOM SHELMERDINF U048579
Design Pressure: +21.8/-24.8 Created by Independent Third Party:Yes
i Other: Design Pressure+21.8/-24.8, Not for use in Evaluation Reports
HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6016-120-15 reoort 7-10
debris region unless structure is designed as partially sealed.odf �
enclosed or door is a re lacement door. Created by Independent Third Farty:Yes
5302.11 Stratford(M600)and Heritage Dwg.IRC-6016-130-15, 10'Thr�� 16'wide.
M950)
;Limits of Use InsWllation Instructions
Approved for use in HVHZ: No FL5302 R2 II IRC-6016-130-15 draw�nq 7-10
Approved for use outside HVH2:Yes sealed.�df
Impact Resistant: No Verified By: TOM SHELMERDINE 0048579
� Design Pressure: +25.6/-29.1 Created by Independent Third Party.Yes
i Other: Design Pressure+25.6/-29 1, Not for use in Evaluation Reports
�HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6016-130-15 report 7-10
j debris region unless structure is designed as partially sealed.pdf
ienclosed or door is a replacement door. Created by Independent Third Party: Yes
!5302.12 Stratford(M600)and Heritage Dwg.IRC-6016-140-17, 10'Thru 16'wide.
(M950)
�Limits of Use Installation Instructions
i Approved for use in HVHZ: No FL5302 R2 II IRG6016-140-17.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqunL7seV ZMFL... 2/14/2013
Florida Building Code Online Page 4 of 4
� Approved for use outside HVHZ:Yes Verifled By.TOM SHELMERDINE 0048579
i Impact Resistant: No Created by Independent Third Party. Yes
� Design Pressure: +30 1/-33.8 Evaluation Reports
I Other: Design Pressure+30.1/-33.8, Not for use in FL5302 R2 AE IRC-6016-140-17 reoort 7-10
HVHZ.Glazing option shall not be used in wind-borne sealed.odf
debris region unless structure is designed as partially Created by Independent Third Warty: Yes
enclosed or door is a replacement door.
I 5302.13 Stratford (M600)and Heritage Dwg.IRC-6016-140-24, 10'Thru 16'wide
; (M950)
ILimits of Use Installation Instructions
Approved for use in HVHZ: No FL5302 R2 II IRC-6016-140-�4 drawinq 7-10
Approved for use outside HVH2:Yes sealed.odf
Impact Resistant: No VeriFled By:TOM SHELMERDINE 0048579
I Design Pressure: +29.7/-33.8 Created by Independent Third Party:Yes
Other: Design Pressure+29.7/-33.8, Not for use in Evaluatfon Reports
HVHZ.Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6016-140-24 reoort 7-10
debris region unless structure is designed as partially sealed.pdf
enclosed or door is a replacement door. Created by Independent Third Party: Yes
5302.14 Stratford(M600)and Heritage Dwg.IRC-6016-145-24, 10'Thru 16'wide.
(M950)
Limits of Use Installation Instructions
Approved for use in HVH2: No FL5302 R2 II IRC-6016-145-24 drawinq 7-10
Approved for use outsfde HVHZ:Yes sealed.odf
Impact Resistant: No Verified By:TOM SHELMERDINF 0048579
Design Pressure: +31.9/-37.2 Created by Independent Third Party: Yes
Other: Design Pressure+31.9/-37.2, Not for use in Evaluation Reports
HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6016-145-24 reoort 7-10
debris region unless strudure is designed as partiaily sealed.odf
�enclosed or door is a replacement door. Created by Independent Third Farty: Yes
5302.15 Stratford (M600)and Heritage Dwg.IRC-6018-110-15, 16'2 thru 18'wide.
M950
ILimits ot Use Installation Instructions
� Approved for use in HVHZ: No FL5302 R2 II IRC-6018-110-15 drawina 7-10
jApproved for use outside HVH2:Yes sealed.odf
( Impact Resistant: No Verifled By:TOM SHELMERDINE 0048579
� Design Pressuro: +18.2/-20.6 Created by Independent Third Party: Yes
i Other: Design pressure+18.2/-20.6,Not for use in Evaluation Reports
�HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6018-110-L5 re�ort 7-10
�debris region unless structure is designed as partially sealed.odf
ienclosed or door is a replacement door. Created b Independent Third Part : Yes
5302.16 Stretford (M600)and Heritage Dwg.IRC-6018-120-15, 16'2 thru 18'wide �
(M950)
Limfts of Use Installation Instrudions
Approved for use in HVHZ: No FL5302 R2 II IRC-6018-120-15 drawinq 7-10
Approved for use outside HVH2:Yes sealed.pdf
i Impact Resistant: No Verified By:TOM SHELMERDINE 0048579
( Design Pressure: +21.6/-24.5 Created by Independent Third Party: Yes
� Other: Design pressure+21.6/-24.5, Not for use in Evaluation Reports
�HVHZ. Glazing option shall not be used in wind-borne FL5302 R2 AE IRC-6018-120-.�5 reoort 7-10 �
{debris reglon unless strudure is designed as partially sealed.�df
I enclosed or door is a replacement door. Created b Independent Third Party: Yes '
i. .......... .... --__....__...___._.__._.___..__._. _.....---._.... _..------.._....- -.--- --�_ _. . ._.. ---- ----.--. __.. ._..,.. . --- --.
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Contad Us 1940 North Monrce Street.Tallahas�FL 32344 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida Privacv Statement Accessibil�tv Statement R�fund Sta[ement
Under Florida law,email addresses are public records.If you do not want your e-mad address released in response to a public-records request,do not
send elec[ronic mad to this entity Instead,contac[the o�ce by phone or by treditional mad.[f you have any questions,please contad 850.487.1395.
*Gursuant to Section 455.275(1),Florida Statutes,effec[ive October 1,2012,Ifcensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public
record.If you do not wlsh 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 Chapter 455,F.S.,please click here
Product Approval Aaepts:
� � �� �
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http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqunL7seVlMFL... 2/14/2013
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Busines � '�
Professi�nal � Product Approvai
�USER:Public User
Regulation
Product Aoproval Menu>Product or Aoohwtion Search>Aoolication List>Application Detail
�� FL# FL10846-R2
_ _2 T s°;::�,_ , . Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DCA.Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer ]ELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbc@jeld-wen.com
Authorized Signature Janet Gerard
fbc@jeld-wen.com
Technical Representative Steve Saffell
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(541)882-3451 Ext2900
stevesa @ je I d-wen.co m
Quality Assurance Representative
Address/Phone/Email
Category Exterior poors
Subcategory Swinging Exterlor poor Assemblies
Compliance Method Certificatlon Mark or Listing
Certification Agency National Accreditation&Management Institute,
Validated By National Accreditation&Management InsY.itute,
Referenced Standard and Year(of Standard) Standard Year
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By Nationally Recognized Standard Writing O�ganization
FL10846 R2 Eauiv Ted 8erman COV letter.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtwudL�cwGm... 2/14/2013
Florida Building Code Online Page 2 of 3
Product Approval Method Method 1 Option A
Date Submitted 12/06/2011
Date Validated 12/09/2011
Date Pending FBC Approval
Date Approved 12/14/2011
— - — - -- --- -
�Summary of Products �
�
FL# Model,Number or Name Description �
10846.1 Steel, Flush Glazed 6'-0"x 6'-8", Full Lite, Sin le or pouble Door,In-swing
Limits of Use Certification Agency Certificate
� Approved for use in HVHZ: No FL10846 R2 C CAC NI006826.O1.PDF
IApproved for use outside HVNZ:Yes Quality Assurance Contract Expiration Date
� Impact Resistant: No 10/31/2014
Desfgn Pressure: +55/-55 Installation Instructions
Other:See installation details for Design Pressure FL10846 R2 II JW192006.odf
I retings Verified By: National Accreditation&Management
Institute,
! Created by Independent Third Party•
Evaluation Reports �
Created b Inde endent Third Pa
10846.2 Steel, Flush Glazed 6'-0"x 6'-8", Full Lite,Single or pouble Door,Out-swing j
�Limits of Use Certlfication Agency Certificate
� Approved for use in HVHZ: No FL10846 R2 C CAC NI006826.O1.PDF �'
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ;
Impact Resistant: No 10/31/2014 ;
Design Pressure: +55/-55 Installation Instructions
Other:See installation details for Design Pressure F110846 R2 II ]W202006.odf
ratings Verified By: National Accreditation&Management �
I Institute,
Created by Independent Third Party:
i Evaluation Reports '
Created by Independent Third Party: �
10846.3 Steel, Flush Glazed 6'-0"x 6'-8", Full Lite,Sin le or pouble Door,In-swing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL10846 R2 C CAC NI006825.OS.PDF
Approved for use outside HVHZ:Yes Quality ASSUrance Contrad Expiration Date
� Impact Resistant:Yes 30/31/2014
Design Pressure: +55/-55 Installation Instructfons
Other:See Installation detafls for Design Pressure FL10846 R2 II JW212006.odf
ratings Verified By: Natlonal Accreditation&Management i
Institute, i
Created by Independent 7hird Party:
Evaluation Reports �
Created b Inde endent Third Part : �
10846.4 Steel, Flush Glazed 6'-0"x 6'-8", Full Lite,Sin le or pouble Door,Out-swin
Limits of Use Certiflcation Agency Certificate
Approved for use in HVH2: No FL10846 R2 C CAC NI006825.O1.PDF
� Approved for use outside HVFIZ:Yes Quality Assurance Contrad Expiration Date
( Impact Resistant:Yes 10/31/2014
Design Pressure: +55/-55 Installation Instructions
� Other:See installation details for Design Pressure FL10846 R2 II JW222006.odf i
�ratings Verifled By: National Accreditation&Management
I Institute,
� Created by Independent Third Party: i
!, Evaluation Reports i
� Created b Independent Third Party: ;
10846.5 Steel, Flush Glazed 6'-0"x 8'-0", Full Lite, Single or pouble Door,In-swing
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ: No FL10846 R2 C CAC NI006826.O1.PDF
� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
� Impact Resistant: No 10/31/2014
Desiyn Pressure: +55/-55 Installation Instrudions
� Other:See installation details for Design Pressure FL10846 R2 II )W192006.�df
:ratings Verifled By: National Accreditation&Management
� Institute,
I
� Created by Independent Third Party�
Evaluation Reports
Created by Independent Third Party.
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtwudL�kwGm... 2/14/2013
Florida Building Code Online Page 3 of 3
10846.6 Steel, Flush Glazed 6'-0"x 8'-0", Full Lite,Single or pouble Door,Out-swing
Limits of Use Certffication Agency Certiflcate
i Approved for use in HVHZ: No FL10846 R2 C CAC NI006826A1.PDF
� Approved for use outside HVHZ:Yes Quality Assurance Contract Expiratfon Date
� Impact Resistant: No 10/31/2014
i Design Pressure: +55/-55 Installation Instructions
j Other:See installation details for Design Pressure FL10846 R2 II ]W202006.odf
�ratings Verified By: National Accreditation&Management
! Institute,
I Created by Independent Third Farty: ;
Evaluatfon Reports :.
Created b Inde endent Third Pa
10846.7 Steel, Flush Glazed 6'-0"x 8'-0", Full Lite, Single or pouble Door,In-swin
Limits of Use Certiflcation Agency Certfficate
Approved for use in HVH2: No FL10846 R2 C CAC NI006825.O1.PDF
Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 10/31/2014 �
Design Pressure: +55/-55 InsWllation Instructions
� Other:See insta�lation detafls for Design Pressure FL10846 R2 II ]W212006.pdf
ratings Verifled By: National Accreditation&Management
Instttute,
Created by Independent Third P�arty•
i Evaluation Reports
Created by Independent Third Party:
10846.8 Steel, Flush Glazed 6'-0"x 8'-0" Full Lite, Sin le or pouble Door,Out-swin
Limits of Use Certiflcation Agency Certiticate
Approved for use in HVHZ: No FL10846 R2 C CAC NI006825.Oi.PDF
Approved for use outside HVH2:Yes Quality Assurance Contrad Expiratlon Date
Impact Resistant:Yes 10/31/2014
; Design Pressure: +55/-55 Installation Instrudions
; Other:See installation details for Design Pressure FL10846 R2 II )W222006.odf
i ratings Verified By: National Accreditation&Management
Institute,
Created by Independent Third Party:
I Evaluation Reports
Created b Independent Third Party:
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ConWd Us 1940 North Monroe Stree[.Tallahassee FL 32399 Phone:850-487-1824
The State of Flonda i5 an AA/EEO employer Coovriaht 2007-2010 State of Florida. Privacv Statement Accessibilitv Statement Refund Statement
Under Florida law,emafl addresses are public records.if you do not wan[your e-mail address released in response to a public-remrds request,do not
send electronic mail to this entiry Instead,mntact the o�ce by phone or by traditional mail.If you have any questions,please contact 850.487.1395.
*PUrsuant to Sectfon 455.275(1),Flonda Statutes,effec[ive Oc[ober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public
record.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 Iicensee under Chap[er 455,F.S.,please click here
Vroduct Approval Aocapts:
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http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtwudL�kwGm... 2/14/2013
Florida Building Code Online Page 1 of 2
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Professi nal �,P,s Rduat�Approval
Regulation
��� Product Aooroval Menu>Product or Aoohcation Search>Appl{eation Litt
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Code Version 2010 FL# ALL '
Application Type ALL Product Manufacturer JELD-WEN
'Category Exterior poorsSubcategory Swinging Exterior poor Assemblies,
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract ExpiredALL
Product Model,Number or Name ALL Product Description ALL ;
jApproved for use in HVHZ ALL Approved for use outside HVHZ ALL '
i
�Impact Resistant ALL Design Pressure ALL i
�Other ALL �
----- -- - - - - -
ISearch Results-Applications — - - '
(Go to Page � � d Page 1/2� m
�FL# Tvoe Manufactur r Validated Bv Status
FL10846- Revision IELD-WEN National Accreditation&Management Approved '
R2 Cateyory: Exterior poors Institute, *
Historv Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
F�10963- Revision ]ELD-WEN National Accreditation&Management Approved
RZ Cateyory:Exterior poors Institute, *
Historv Subcabeyory:Swinging Exterior poor (804)684-5124
Assemblies
FLi1112- Revision ]ELD-WEN National Accreditation&Management Approved
R3 Catepory:Exterior poors Institute, *
Historv Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
FL11136- Revision JELD-WEN National Accreditation&Management Approved
R1 Cateyory: Exterior poors Institute, *
Historv Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
�FL11861- Revision ]ELD-WEN Window and Door Manufacturers Approved I
�R3 Category:Exterior poors Association *
I Historv Subcateyory:Swinging Exterior poor (312)673-4828
Assemblies
FL12306- Editorial ELD-WEN Window and Door Manufacturers Approved .
R2 Change Cateyory:Exterior poors Association *
Historv Subcategory:Swinging Exterior poor (312)673-4828
Assemblies
FL12307- Revision ELD-WEN Locke Bowden Approved
R3 Cateyory:Exterior poors (334) 300-1800
Historv Subcateyory:Swinging Exterior poor
i Assemblies
�FL12509- Revision JELD-WEN National Accreditation&Management Approved
�Rz Cateyory:Exterior poors Institute, *
I Historv Subtateyory:Swinging Exterior poor (804)684-5124
i Assemblies
�FL12769- Affirmation ELD-WEN National Accreditation&Management Approved '
Rl Catepory:Exterior poors Institute,
Historv Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
�FL13354- Affirmation ]ELD-WEN National Accreditation&Management Approved
i R1 Cateyory: Exterior poors Institute,
;Historv Subeateyory:Swinging Exterior poor (804)684-5124
Assemblies
IFL13376- Revision ]ELD-WEN National Accreditation&Management Approved
R1 Catepory: Exterior poors Institute, �
i Historv Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
FL13540- Revision JELD-WEN National Accreditation&Management Approved
�Rl Cateyory:Exterior poors Institute, *
� Subcate o
j Historv p ry:Swinging Exterior poor (804)684-5124
http://www.floridabuilding.org/pr/pr app lst.aspx 2/14/2013
Florida Building Code Online Page 2 of 2
; Assemblies
�FL13541- Revision JELD-WEN National Accreditation&Management Approved
�RZ Cabeyory:Exterior poors Institute, *
'Histor Subcateyory: Swinging Exterior poor (804)684-5124
' Assemblies
I FL13558- Affirmation )ELD-WEN National Accreditation&Management Approved
�Ri Cateyory:Exterior poors Institute,
i Histor Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
i FL13711- Affirmation )ELD-WEN National Accreditation&Management Approved
;R1 Catepory:Exterior poors Institute,
�Historv Subcateyory:Swinging Exterior poor (804)684-5124
i Assemblies
�FL14077- Revision JELD-WEN National Accreditation&Mana9ement Approved '
�Rl Catepory:Exterior poors Institute, *
�Historv Subcateyory:Swinging Exterior poor (804)684-5124
Assemblies
Go to Page � Id 0 Page 1/2� � i
I'APDroved by DBPR.Approvais by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary i
Contact Us 1940 North Monroe Street Tallahase F �»oo phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida.: Privacv Statement AccessibillN Sta[ement Refund Sta[ement
Under Florida law,email addresses are pubiic records.If you do not want your e-mail address released in resDOnse to a public-records repuest,do not send
electronic mail m thls entiry.[nstead,conWd the o�ce by phone or by traditlonal mail.If you have any questions,Dlease mntact 850.487.1395.*Pursuant to
Sec[ion 455.275(1),Florida Statutes,efl'ective October 1,2012,Ilcensees licensed under Chapter 455,F.S.must Drovide the DeDartrnen[with an email address il
they have one.The emails provided may be used for o�cial communicatlon with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,Dlease provide the DeDartment wiM an email adOress which can be made avaflable[o the Dublic.To determine if you are a licensee
under ChapMr 455,F.S.,please click here
Product Approval Accepts:
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http://www.floridabuilding.org/pr/pr_app_lst.aspx 2/14/2013
Flor�da Building Code Online Page 1 of 1
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Busines �`� �,�' �
Professi�nal ��������/1�Product Approval
\� USER:Public User
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�� Product Aooroval Menu>Produc[or A�ohcation Search>Applicatbn Llst
'��a�r,�* {�,� !Search Criteria Refine Search
:�.:�s�:s+� �Code Version 2010 FL# ALL
�Application Type ALL Product Manufacturer Pella Corporation
Category Wfndows Subcategory Horizontal Slider
Appl(cation Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurence Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
IApproved for use in HVHZ ALL Approved for use outside HVHZ ALL
�Impact Resistant ALL Design Pressure ALL
;Other ALL
- ---- --- - -- - - - -- ----- ---- - - ------ - - — - ---
�Search Results-Applications
FL# Tvoe Manufacturer Validated Bv Status
FLi1161-R2 Affirmatfon Pella Corporation James L. Buckner, P.E. at CBUCK Engineering Approved
Historv Category: Windows
Subcategory: Horizontal Slide (561)491-9927
FL12604-R4 Revision Pella Corporation Terrence E. Lunn, PE Approved*
Historv Category: Windows (561) 625-6455
Subcategory: Horizontal Slide
IFL12811-R1 Revision Pella Corporatfon errence E. Lunn, PE Approved
I Historv Category:Windows (561)625-6455
Subcate ory:Horizontal Slide
IFL14702-R1 Affirmation Pella Corporation Rene].Qufroga, PE Approved
Historv Category: Windows (407)681-6595
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Professi nal \\ �JUSER:PUbIicUSer
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.�.�,. Code Version 2030 FL# 11206
IApplication Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL I�
Application Status ALL Compiiance Method ALL ,
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or NameALL Product Description ALL I
�Approved for use in HVHZ ALL Approved for use outside HVHZ ALL 'i
�Impact Resistant ALL Design Pressure ALL
�Other ALL '
iSearch Results-Applieations �!
FL# Tvoe Manufacturer Validated Bv Status ;
FL11206-R6 Revision Pella Corporation )ames L. Buckner, P.E.at CBUCK Engineering Approved*�
Histor Category: Windows �
I-� Subcate ory: Single Hung 561)491-9927 �,
l•Approved by DBGR.Approvals by DBPR shall be reviewed and ratified by the POC and/or[he Commission if necessary _ _ �
Contad Us 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-182�1
The State of Florida is an AA/EEO employer Coovrlaht 2007-2010 State of Florida. Privacv Statement Ac�essibilitv Statement Refund Statement
Under Florida law,email addresses are public records.If you do no[want your e-mail address released in response tc a public-records request,do not
send electronic mail to[his entity Instead,contac[the offfce by pMne or by traditlonal mail.If you have any ques[ions,please[on[ac[850.487.1395.
*PUrsuant to Section 455.275(1),Florida Statutes,effedive October 1,2012,licensees licensed under Chapter 455,F.S.must Orovide the Department
wlth an email address if they have one.The emails provided may be used for official mmmunication with the licensee.Fiowever email addresses are public
record.If you do rat wish to supply a personal address,please provide the Department with an email address which can be made availabte to the public.
To determine if you are a licensee under Chapter 455,F.S.,please click here
Produet Approvil Accepts:
� �� �
srcuritYw tr.ti�
�
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Flarida Building Code Online Page 1 of 5
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Product Approval
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Product Approvai Menu>Product or Aoohcation Search>Aoohcation ust>Applieation Detail
FL# FL11206-R6
'�....t.� Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DCA.Approvals by DCA shall be reviewed and
ratified by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Mafn St.
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature TROY FARR
tbfarr@pella.com
Technical Representative ]oseph Hayden
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-6096
jahayden@pella.com
Quality Assurance Representative Andrew Nelson
Address/Phone/Email 102 Main St
Pella,IA 50219
(641)621-3804
nelsona@pella.com
Category W indows
Subcategory Singie Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Associat.ion
Validated By )ames L. Buckner,P.E.at CBUCK Engineering
Validation Checklist- Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 101/I.S.2-97 1997
AAMA 101/I.S.2/NAFS-02 2002
AAMA/WDMA/CSA 101/I.S.2/A440-05 2005
Equivalence of Product Standards
Certified By
httn://www.floridabuildine.ore/nr/nr ann dtl.asnx?naram=wGEVXOwtDas6WGOndIUH... 2/14/2013
Flo�ida Building Code Online Page 2 of 5
Product Approval Method Method 1 Option A
Date Submitted 11/03/2011
Date Validated il/07/2011
Date Pending FBC Approval
Date Approved 11/10/2011
- -- -----
�Summary of Products ,
�
FL# Model,Number or Name Description �
11206.1 Series 10 Flan ed Sin le Hun Vin I Flan ed Sin le Hun Window 54"x 90" I
Limits of Use Certffication Agency Certificate
Approved for use in HVH2: No FL11206 R6 C CAC CCL for Pcella 6-30-09 411-H- i
Approved for use outside HVH2:Yes 1032.01-03.odf
Impact Resistant: No Quality Assurance Contract Expiration Date �
Design Pressure: +30/-30 06/10/2013 ��
Other:Configurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R6 II 1414.pdf
Verifled By: Warren W.Schaefer, P.E. 44135
Created by Independent Third Party:Yes �
Evaluatfon Reports
FL11206 R6 AE 1414.pdf
Created by Independent Third Party: Yes �
11206.2 Series 10 Flan ed Single Hun Vin I Flan ed Sin le Hung Window(52-1/8"x 73") I
Limits of Use Certification Agency Certfficate !
Approved for use in HVHZ: No FL11206 R6 C CAC CCL for Pella 6-30-09 411-H- '
Approved for use outside HVHZ:Yes 1032.05-07.odf
Impact Resistant: No Quality Assurance Contract Expiratfon Date
� Design Pressure: +50/-50 04/20/2013
Other:Conflgurations of glass conform to latest ASTM Installation Instructions
E1300standard. fL11206 R6 II 1414.pdf ,
Verified By: Warcen W.Schaefer, P.E.44135 i
Created by Independent Third Party:Yes
� Evaluation Reports I
� FL11206 R6 AE 1414.pdf
Created b Inde endent Third Party: Yes
11206.3 Series 10 Flan ed Single Hun Vinyl Flan ed Sin le Hun Window(36"x 62")
Llmits of Use Certiflcation Agency Certiflcate
Approved for use in HVH2: No FL11206 R6 C CAC CCL for Pella 6-30-09 411-H-
Approved for use outside HVNZ:Yes 1032.13-15. df �
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +55/-55 02/11/2013
Other:Configurations of glass conform to latest ASTM Installation Instructions
E1300standard. FL11206 R6 II 1414.pdf
Verified By: Warren W.Schaefer, P.E. 44135
Created by Independent Third Party: Yes j
Evaluation Reports
FL11206 R6 AE 1414.qdf
Created b Independent Third Party: Yes
11206.4 Series 10 Flanged Sin le Hung Vinyl Flanged Sin le Hun Window(36"x 90" �
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R6 C CAC CCL for Pella 6-30-09 411-H- ;
Approved for use outside HVH2:Yes 1032.09-li.odf i
Impact Resistant: No Quality Assurance Contract Expiration Date !
Design Pressure: +50/-50 02/09/2013
Other:Conflgurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL31206 R6 II 1414.odf
Verified By: Warren W Schaefer, P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R6 AE 1414.Ddf
I Created by Independent Third Party:Yes
i
11206.5 Series 10/20 High Performance Vinyl High Performance Single Hung Twin Composite
Sin le Hun 72"x 65-1/2"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R6 C CAC 411-H-iC93.pdf
Approved for use outside HVHZ:Yes FL11206 R6 C CAC 411-H-1C95.qdf
Impact Resistant: No Quality Assurance Contract Expiratio�Date �
� Design Pressure: +50/-50 11/17/2013
htt»•//www flnriclah»ildin�.�r�/nr/nr ann dtl.asnx?naram=wGEVXOwtDas6WGOndIUH... 2/14/2013
Florida Building Code Online Page 3 of 5
� Other. Configurations of glass conform to latest ASTM Installation Instructions �
j E1300 standard. FL11206 R6 II Drawinq 1572.�df
i Verified By: Warren W.Schaefer, P.E.44135
Created by Independent Third Party: Yes
Evaluation Reports �
� FL11206 R6 AE Drawinq 1572.pdf I
i Created b Independent Third Pa : Yes
!11206.6 Series 10/20 High Performance Vinyl High Performance Single Hung Window(42"x 72") �
� Sin le Hung
Limits of Use Certification Agency Certiflcate �
Approved for use in HVH2: No FL11206 R6 C CAC CCL for Pc�lla 10-20-09 411-H- �
Approved for use outside HVH2:Yes 1046.Ol.odf I,
Impact Resistant: No Qualtty Assurance Contract Expiration Date
Design Pressure: +50/-50 08/07/2013
Other:Conflgurations of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R6 II Drewinq 1572.�df
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
� Evaluation Reports
( FL11206 R6 AE Drawinq 1572.pdf !
I Created b Inde endent Third Part : Yes i
'11206.7 Series 10/20 Sin le Hung Vinyl Single Hung Window 48" x 72") j
Limits oi Use Certiflcation Agency Certiticate
Approved for use in HVHZ: No FL11206 R6 C CAC CCL for Pella 10-20-09 411-H- ;
Approved for use outside HVH2:Yes 1043.05.odf
� Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 08/04/2013
Other:Conflguretions of glass conform to latest ASTM Installation Instructions
i E1300 standard. FL11206 R6 II Drawinp 1572.�df
i Verified By: Warren W. Schaefer, P.E.44135
' Created by Independent Third Party. Yes
i Evaluation Reports
i FL11206 R6 AE Drawinq 1572.pdf
� Created b Inde endent Third Pa :Yes I
�11206.8 Series SO/20 Sin le Hung Vin I Sin le Hung Window(48" x 59-1/2") �
ILimits of Use Certiflcatfon Agency Certitfcate I
Approved for use in HVHZ: No FL31206 R6 C CAC CCL for Pella 10-20-09 411-H-
Approved for use outside HVH2:Yes 1043.09.odf I
Impact Resistant: No Quality Assurance Contract Expfration Date
Design Pressure: +35/-35 08/04/2013 �
Other:Configurations of glass conform to latest ASTM Installation Instructions �
�E1300 standard. FL11206 R6 II Drawinq 1572.�df �
� Veriffed By: Warren W.Schaefer, P.E.44135 j
� Created by Independent Third Party. Yes �
j Evaluation Reports
I FL11206 R6 AE Drawinq 157�.pdf
Created b Independent Third Party: Yes �
11206.9 Series 10/20 Single Hung Vinyl Sin le Hun Window 36"x 59-1/2")
I
Limits of Use Certification Agency Certificate �
� Approved for use in HVHZ: No FL11206 R6 C CAC CCL for Pella 10-20-09 411-H- I
Approved for use outside HVHZ:Yes 1043.17.odf ;
Impaet Resistant: No Quality Assurance Contract Expiration Date ;.
De51gn Pressure: +35/-35 08/03/2013 j
Other:Conflgurations of glass conform to latest ASTM Installation Instructions i
E1300 standard. FL11206 R6 II Drawinq 1572.�df �
Verified By: Warren. W.Schaefer, P.E.44135 i
Created by Independent Third Party• Yes
IEvaluation Reports j
I FL11206 R6 AE Drawinq 157'e.pdf !
Created by Independent Third Party:Yes
�
�11206.10 Series 10/20 Sin le Hun Vin I Sin le Hun Window(48"x 84"
I Limlts of Use Certification Agency Certificate
� Approved for use in HVHZ: No FL11206 R6 C CAC CCL for Pelia 10-20-09 411-H- '
� Approved for use outside HVHZ:Yes 1043.21.ndf i
Impact Resistant: No FL11206 R6 C CAC CCL for Pella 10-20-09 411-H-
�� Design Pressure: +35/-35 1043.25.odf
Other:Conflgurations of glass conform to latest ASTM Quality Assurance Contract Expiration Date
'E1300 standard. 08/07/2013
Installation Instrudions
I FL11206 R6 II Drawinq 1572.�df
' Verifled By: Warren W. Schaefer, P.E. 44135
� Created by Independent Third Party:Yes
! Evaluation Reports
i FLll206 R6 AE Drawinq 157i.pdf
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Flarida Building Code Online Page 4 of 5
�� �Created by Independent Third Party.Yes �
�11206.11 Series 10/20 Sin le Hung Vinyl Sin le Hun Window(36"x 72")
Limits of Use Certification Agancy Certiflcate
i Approved for use in HVHZ:No FL11206 R6 C CAC CCL for Pella 10-20-09 411-H-
Approved for use outside HVHZ:Yes 1043.13.odf
Impact Resistant: No Quality Assurance Cantract Expiration Date
Design Pressure: +35/-35 08/03/2013
Other:Configurations of glass conform to latest ASTM Installation Instructions
I E1300 standard. FL11206 R6 II Drawinq 1572.�
Verified By: Warren W.Schaefer, P.E.44135
Created by Independent Third Party• Yes
Evaluation Reports
FL11206 R6 AE Drawinq 157�.Qd_f
� Created by Inde endent Third Party:Yes
11206.12 Series 10/20 Single Hung Vinyf Sin le Hun Twin Com osite 72"x 53.5") �
Llmits of Use Certiflcation Agency Certfficate �
Approved for use in HVH2: No FL11206 R6 C CAC 411-H-1094.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
IImpact Rasistant: No 11/17/2013
Desfgn Pressure: +35/-35 Installation Instructions
� Other:Configurations of glass conform to latest ASTM FL11206 R6 II Drawinq 1572.�df
E1300 standard. Verified By: Warren W Schaefer, P.E.44135
Created by Independent Third Party.Yes
Evaluation Reports �
FL11206 R6 AE Orewinq 1571..pdf
Created b Inde endent Third Pa :Yes
11206.13 Series 10/20 Sin le Hung Vinyl Sin le Hung Twin Composite(96"x 53.5"
Limits of Use Certificatton Agency Certiflcate
Approved for use in HVHZ:No FL11206 R6 C CAC 411-H-1099.�df
Approved for use outside HVHZ:Yes Qualfty Assurance Contrad Expfration Date
iImpact Resistant: No 11/19/2013
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass conform to latest ASTM FL11206 R6 II Drawinq 1572.�df
E1300 standard. Verified By• Warren W.Schaefer, P.E.44135
Created by Independent Third Party:Yes
Evaluatlon Reports
FL11206 R6 AE Drawinq 157:!.pdf
Created by Independent Third Pa . Yes
11206.14 Series 10/20 Sin le Hun Vin I Sin le Hun Twin Com osite 96"x 72"
limits of Use Certiflcation Agency Certificate
Approved for use in HVH2: No FL11206 R6 C CAC 411-H-1096.pdf
Approved for use outside HVHZ:Yes FL11206 R6 C CAC 411-H-1100.pdf
Impact Resfstant: No Quallty Assurance Contract Expiration Date
Design Pressure: +30/-30 11/18/2013
Other:Configuretions of glass conform to latest ASTM Installation Instructions
E1300 standard. FL11206 R6 II Drawinq 15�2,�
Verifled By: Warren W Schaefer, P.E.44135
Created by Independent Third Party: Yes
iEvaluatfon Reports
FL11206 R6 AE Drawinq 157:!.odf
Created by Independent Third Pa :Yes
11206.15 Series 10/20 Sin le Hun Vin I Sin le Hun Twin Com osite 72"x 72"
Limits of Use Certiflcation Agency Certiflcate
Approved for use in HVHZ: No FL11206 R6 C CAC 411-H-1092.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant: No 11/17/2013
Design Pressure: +35/-35 Installation Instrudtons
Other:Conflgurations of glass conform to latest ASTM FL11206 R6 II Drawinq 1572�df
E1300 standard. Verifled By: Warren W Schaefer, P.E. 44135
� Created by Independent Third Party:Yes
� Evaluation Reports
IFL11206 R6 AE Drawinq 1571.odf
� Created by Independent Third Party: Yes
I 11206.16 Series 10/20 Sin le Hung Vinyl Fixed With Sin le Hung Flankers(108"x 72")
I Limits of Use Certification Agency Certificate
� Approved for use in HVHZ: No F�11206 R6 C CAC CCL for Pella 411-H-950-02.pdf
I' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 10/03/2015
I Design Pressure: +30/-30 Installation Instructions
� Other:Configurations of glass conform to latest ASTM FL11206 R6 II Drawina 1572�
I E1300 standard. Verified By: Warren W.Schaefer, P E. 44135
Created by Independent Third Party Yes
I, Evaluation Reports
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Flo�ida Building Code Online Page 5 of 5
i FL11206 R6 AE Drawinq 1572.pdf
i Created by Independent Third Party: Yes II
�
I 11206.17 Series 10/20 Single Hun Vinyl Sin le Hun Tri le Composite 108"x 72")
I Limits of Use Certification Agency Certificate
� Approved for use in HVHZ: No FL11206 R6 C CAC 411-H-1090.pdf
Approved for use outside HVHZ:Yes FL11206 R6 C CAC 411-H-1101.pdf i
Impact Resistant: No Quality Assurance Contrad Expiration Date
� Design Pressure: +35/-35 03/31/2014
( Other:Configuratlons of glass conform to latest ASTM Installation Instrudions
�E3300 standard. FL11206 R6 II Drawinq 1572.�df
� Verifled By: Warren W.Schaefer, P.E.44135
i Created by Independent Third Party:Yes
� Evaluation Reports
I FL11206 R6 AE Drawinq 1572:,pdf
Created b Inde endent Third Party:Yes
I 11206.18 Series 10/20 Single Hung Vin I Sin le Hung Tri le Composite(108"x 53.5")
Limits of Use Certiflcation Agency Certiflcate
Approved for use in HVHZ: No FL11206 R6 C CAC 411-H-1098.pdf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
� Impact Rasistant: No 11/19/2013 ,
Design Pressure: +35/-35 Installation Instructions
Other:Configurations of glass conform to latest ASTM FL11206 R6 II Drawinq 1572.�df '
E1300 standard. Verified By: Warren W.Schaefer, P.E.44135
Created by Independent Third Party:Yes
Evaluation Reports
FL11206 R6 AE Drawinq 157�!.Ddf
Created by Independent Third Party:Yes ;
11206.19 Series 10/20 Sin le Hung Vinyl Fixed Over Sin le Hung Composite 30"x 76") �
Limits of Use Certification Ageney Certiflcate
Approved for use in HVHZ: No FL11206 R6 C CAC 411-H-ia9l.pdf
Approved for use outside HVHZ:Yes Quallty Assurance Contract Expiration Date �
Impact Resistant: No 11/10/2013 !
Design Pressure: +35/-35 Installation Instrudions i
Other:Conflgurations of glass conform to latest ASTM FL11206 R6 II Drawinq 1572.�df �
E1300 standard. Verifled By: Warren W.Schaefer, P.E.44135 �
Created by Independent Third Party:Yes �
Evaluatlon ReportS '
FL11206 R6 AE Drawing 157:!.pdf �
j Created b Inde endent Third Pa :Yes
i
11206.20 Series 10/20 Sin le Hung Vfn I Fixed Over Sin le Hung Composite(46"x 76")
Limits of Use Certiflcation Agency Certificate
I Approved for use in HVHZ: No FL11206 R6 C CAC 411-H-1089.pdf
� Approved for use outside HVHZ:Yes Quality Assurance Contrad Expiration Date
Impact Resistant: No 11/11/2013
Design Pressure: +30/-30 InsWllation Instrudions
Other:ConFlgurations of glass conform to latest ASTM FL11206 R6 II Drawinq 1572�df
E1300 standard. Verified By: Warren W.Schaefer, P.E.44135
Created by Independent Third Party• Yes
Evaluation Reports
FL11206 R6 AE Drawing 157:?'�df
Created b Independent Third Party. Yes
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ConWd Us 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida. Privacv Statement Accessibilitv Statement Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pu6lic-records reques[,do�ot
send eledronic mail to this entity Ins[ead,contact the o�ce by phone or by treditional mail.If you have any questions,please rnntad 850.487.1395.
'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an email address if they have one.The emails provided may be used for official communication with[he licensee.However email addresses are public
record.If you do rwt wish to supply a personal address,please provide the Department w�th an email address which can be made available to the public.
7o determine if you are a licensee under Chapter 455,F.S.,please click here
Product Approval Accepts:
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FL# Tvoe Manufacturer 4alidated 8y Status
FL161-R4 Reviston Custom Wtndow Systems Inc. Steven M. Urfch, PE Approved
History Category: Exterior poors
Subcate ory:Swin ing E�cterior poor Assemblies(717)932-8500
•Approved by DBPR.Approvals by OBPR shall be reviewed a�d 2tlNed by the POC and/or the Commission if necessary _
Con[ac[Us 1940 NoRh Monroe StreM-Tallahassee FL 32349 Phone:850-487-1824
Tfie SWte of Flwlda Is an AA/EEO employer �oovAaM 2007-201D State of Florida. Privacv Statement Accessibilitv Statement Refund Statement
Under Florida law,e-mall addresses are public records.If you do not want your e-mall address released in response ta a public-records request,do not
send electronic mall to this entlty [nstead,conYact the�ce by phone w by traditional mail.lf you have any questions regarding DBPR's ADA web
accessibility,please contact our Web Master at webmaster�dhor.state.fl.us
Product ApProval Accepts:
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F10;iCd�°C:d�`�l`!C'(1'� BQS Home Log In User Registratian Ho[7opics Submit Surcharge Stats&Fac[s Publicatfons FBC Staff BCIS Site Map Links Search
Busines ��}
� Product Approval
Professi nal +��e+ USER:Public User
Regulation
� Produd Aooroval Menu>Produc[or Aoolica[ion Search>Ao�lication Ust>Application Datail
"'"�� FL161-R4
:'�°••��'-;.r.,,,� .e,.s;.�•� FL#
:,:4��;;;�+.;������: ApplfcatlonType Revision
�;5''�t'•s_��`�:f':��,�,-�,,"�,,# Code Version 2010
_ �~ ' $ Applicatfon Status Approved
Comments
Arthived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext207
mlafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Brfan Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocaia,FL 34474
(352)368-6922 Ext291
btenace@cws.cc
Quality Assurance Representative leff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext221
jthompson@cws.cc
Category Exterior poors
Subcategory Swinging Exterior poor Assemblfes
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Receivhd
Flortda Engineer or Architect Name who lucas A.Turner
developed the Evaluation Report
Florida license PE-58201
Qualfty Assurance Entity Keystone Gertiflcatio�s,Inc.
Quality Assurance Contract Expfration Date 03/O1/2014
Validated By Steven M. Urich, PE
Validatfon Checklist- Hardcopy Received
Certificate of Independence FL161 R4 COI EvalRep CWS-176C(Gu�rdian Door).pdf
Referenced Standard and Year(of Standard] SWndard Year
AAMA/101/1.S.2-97 1997
ASTM E 1300-04 2004
Equivalence of Product Standards
Florida Building Code Online Page 2 of 2
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/O1/2011
Date Validated 12/16/2011
Date Pending FBC Approvai 12/Z1/2011
Date Approved O1/31/2012
Summary of Products - -- - - - - --
,FL#� Model,Number or Name Description
' 161.1 Guardian Hinged Door Guardfan Hinged Door w/Glazed Insert(Operable or
Fxed .
Limits of Use Installation Instructions
Approved for use in HVH2: No FL161 R4 II CWS-176C(Gua��dian Door).pdf
Approved for use outaide HVHZ:Yes Verified 8y: Lucas A.Turner 58201
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +40/-40 Evaluation Reports
Other:Notfor use in HVHZ. Primarily used with Screen FL161 R4 AE EvalReo CWS-176C(Guardian Door�.pdf
�Rooms. Created b Inde endent Third Party: Yes
161.2 Guardian Hinged Door Guardlan Hinged Door w/Solid Core.
Limits of Use InstallaLion Instructions
Approved for use in HVHZ: No FL161 R4 II CWS-242B(Guar•dian Door no qlass).odf
Approved for use outside HVHZ:Yes Verifled By: Lucas A.Turner 58201
� Impact ResisWnt: No Created by Independent Third Party• Yes
Design Pressure: +40/-40 Evaluation Reports
Other:Not for use in HVHZ. Primarlly used with Screen FL161 R4 AE EvalReq CWS-2�42B(Guardian Door no
Rooms. lass . df
Created by Inde endent Third Pa : Yes
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Contact Us �940 Nort.h Monroe 5[reet.Tallahassee FL 32399 Phone:850-487-182a
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F�����(jd;,�K,a�i(n2r��C BCIS Home Log tn User Regis[ration Hot Topics Submit Surcharge SWts&Facts Publiwtions fBC Staff BCIS Site Map Unks Search
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Search Results-Applications
FL# T e Manufacturer Validated Bv Status
FL13406-RS Revision Custom Window Systems Inc. Steven M. Urich, PE Approved
Historv Category:Wfndows (717)932-8500
I Subcata o : Horizontal Slider �
�'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary _
ConWCt Us :t040 No h Monroe Street.Tallaha«R 32349 Phone:850-487-1824
The SWte of Florida fs an AA/EEO employer caovr(aht 2007-2010 SLte of Flortda. Pdvaa Statement Acressibilitv Statement Refund Stntement
Under Florida law,email addresses are public records.If yau do not want your e-mail address released in response to a public-records request,do not
send eledronic mall to this entity Instead,contact the office by Dhone or by traditional mall.If you have any questions,please mntact 850.487.1395.
•Pursuant to SecUOn 455.275(1),Florida Statutes,efFedive Odober 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department
with an email address 1f they have one.7he emails provided may be used for olRdal communication with the licensee.However email addresses are public
record.If you do no[wish to supply a personal address,please provide the Departrnent with an email add�s which can be made avallable to the public.
To determine if you are a Iicensee under ChaD�r 455,F.S.,D�ease dick here
Vroduct Approval Aaapts:
� � � �
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Busines ���
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� Product Aooroval Menu>Product or AoolicaGOn Search>Aoplication�st>AppllqtiOn DlUil
;��aQ FL# FL13406-R1
. , „�..yy��`:P.,�¢t��
_ �=���` Application Type Revision
Code Versfon 2010
Applicat(on Status Approved
Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala,FL 34474
(352)368-6922 Ext207
mlafevre@cws.cc
Authorized Sfgnature Michael LaFevre
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352) 368-6922 Ext291
btenace@cws.cc
Quality Assurance Representative Jeff Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala,FL 34474
(352)368-6922 Ext221
jthompson@cws.cc
Category Windows
Subcategory Horizontal Slider
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who Lucas A.Turner
developed the Evaluation Report
Florida License PE-58201
Quality Assurance Entity Keystone Certiflcatlons,Inc.
Quality Assurance Contract Expiratfon Date 03/O1/2014
Validated By Steven M. Urich, PE
Validation Checkiist-Hardcopy Received
Certificate of Independence FL13406 R1 COI EvalRep CWS 516A (HS=7000 Alum Strucl.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/101/I.S.2/A440-05 2005
ASTM E 1300-04 2004
Equivalence of Produd Standards
Florida Building Code Online Page 2 of 2
Certified 8y
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11/14/2011
Date Validated 12/04/2011
Date Pending FBC Approval 12/15/2011
Date Approved OS/31/2012
---- - - - - - - - - - - — - '
�Summary of Products �
�FL# Modal,Number or Name Descri ion
�13406.1 HS-7000 Alum. Horizontal Slider HS-7000 Aluminum Horizontal Slider in Aluminum
i Structures.
�Limits ot Use Installation Instrudions
I Approved for use fn HVHZ: No FL13406 Rl II CWS-516A(HS-7000 Alum Struc).adf
, Approved for usa outsida HVMZ:Yes Verified By: Lucas A.Turner 58201
� Impact Rasistant: No Created by Independent Third Party:Yes
Design Pressure: +N/A/-N/A Evaluation Reports
Other: HS-7000 Horizontal Slider In Aluminum FL13406 R1 AE EvalReq CWS-516A(HS-7000 Alum
IStructures, Max.size XOX, 120"x 66"at 35 DP; Max. Struc).pdf
I size XO or OX,72"x 72"at 25 DP. Created by Independent Third Party:Yes
Back NexC
Contac[Us 144Q North Monroe Street Tallahassee FL 32399 Phone:850-487-1824
7he State of Florida is an AA/EEO employer Coovriaht 2007-2010 State of Florida. :Privacv Statement Accessibilitv Sta[ement Refund SWtement
Under Florida law,email addresses are public records.If you do nat want your e-mail address released in response to a public-records reques[,do not
send electronic mail to this entity Instead,wntad the office by phone or by traditional mail.If you have any questions,D�������850.487 1395.
*PUrsuant to Sec[ion 455.275(1),Florida Statutes,eRective October 1,2012,Ilcensees 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 offiaal communiwtion with Me Ilcensee.Nowever email addresses are public
record.If you do not wish to supply a personal address,please provide the DepaKment with an email address which can be made avallable to the public.
To determine if you are a licensee under Chapter 455,F.S.,please click here
Product ApprovalACCepts:
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