HomeMy WebLinkAbout18-20529 CITY OF ZEPHYRHILLS
5335-8TH STREET-_ 205
(813)780-0ozo-,
BUILDING PERMIT
PERMIT INFORMATION ;.LOCATION INFORMATION
Permit Number: 20529 Address:.37811 14TH AVE
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lof(s)_ Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel'Number: 10-26-21-0600-00000-0180
Improv. Cost: 3,782.71 OWNER INFORMATION
Date Issued: 12/05/2018 Name: SWANK MARLENE JOYCE
Total Fees: 90.00 Address: 37811 14TH AVE
Amount Paid: 90.00 . ZEPHYRHILLS, FL. 33542-3322
Date Paid: 12/05/2018 Phone: (813)838-4653
Work Desc: REPLACE 7 WINDOWS S/S
CONTRACTORS APPLICATION FEES
LOWE'S HOME CENTERS INC BUILDING FEE 90.00
v
Ins ections Required
F OTER 2ND ROUGH PLUMB INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONT CT NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
+,
813-780-0020 City of Zephyrhills Permit Application F'ax-813.780-0021
Building Department �
' rnc�N(cFl
Date Received :phone Contact for Permitting g 13 2bc -ci-C{ G'S
Owners Name `- MA 2F{2N-e_ SuoA A*)I-- Owner Phono Number �u l�-�S j8 -'4b 5
Owners Address 37.s� I LITA LW_ Owner Phono Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 3-7�S' I Z ka i -s FL 5 :l LOT# .
SUBDIVISION. SAcr �T i UjJ PARCEL_ID# r`0-1,6-Z/-0 oo—QC9Con _Q/g
. . (OBTAINED FROM PROPERTY TAX NOTICE),
WORK PROPOSED B NEw CONSTR B ADD/ALT' = SIGN 0. 0 DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR. = COMM = OTHER
TYPE OF CONSTRUCTION Q�J-nBLOCK Q FRAME Q STEEL Q` �b!
DESCRIPTION OF WORK / �ALQ IJtJ r AIo/D vrl rit of i T5 Si Z /S�ZP ;A 0,0c2 nJ a 11 L I(oCo
BUILDING SIZE SQ FOOTAGE HEIGHT r L
�1 UILDING $.
'�3'7 S VALUATION OF•TOTAL-CONSTRUCTION
=ELECTRICAL. $ AMP SERVICE = PROGRESS ENERGY =] W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION 0v
=GAS _ ROOFING = SPECIALTY = OTHER 7' yl lWx J
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER :��n I I A' C MP /L: 2`j{�br�le Ct' TeR S (_L C
SIGNATUR n ISTERED Y/ N FEE CURREN Y/N
Address 1 p 7S 3 OPMANcle, FL License# C�c. I SO`,3 Y( 7
32878
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N
Address License# E—
PLUMBER \ COMPANY �—
SIGNATURE REGISTERED I Y/N FEE CURREA Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N J
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address License#_F_
1111111.1111111111111111111111111111111111111111111111111111IIIII1111
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivlsions/large projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
. .i. . . .
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement 1s required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
NOTICE OF-DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions
:. which maybe more restrictive!than County regulations. The undersigned assumes:responsibility for compliance with any
applicable.deed restrictions.. ;
UNLICENSED:CQNTRACTORS 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 uncertainas.to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco CountylBuilding Inspection Division—Licensing Section-at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The.undersigned understands
that Transportation.Impact Fees and Recourse Recovery Fees may apply`to the construction of.new.buildings,change of
use in.existing buildings, orei pans(on:of.existing-buildings, as specified in Pasco.County Ordinance number 89-07 and
90-07,.as.amended..The.undersigned also understands,.that such fees,as may be due,will be.Identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or.final power release. !If the project does not involve a certificate of occupancy or-
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW,(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. if the applicant is someone
other than the"owner",I certify that I have obtained a copy of,the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT; I certify that all the Information in'this-application is accurate and'that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is'
hereby made to obtain a permit to do work and installation as indicated. I certify that.no work or Installation has
commenced prior to Issuance;of a permit and that all work'will be performed.to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
Department:of Health:& Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
i understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill materiaf 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'eonditions of the.building permit Issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan.is required.'
If I am the AGENT FOR THE OWNER;I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I,understand'that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other;installations not specifically included in the application. A
permit issued shall be construed to,be a license to proceed with the work and not as authority to violate, cancel,alter,or
set aside any provisions of the'technical codes,nor shall Issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors'in plans,construction or violations of any codes. Every permit issued shall 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 fora 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 F6WIMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR ANiATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to(or affirmed)before me this Subscribed and sworn to or affirmed)before me this
by by
Who islare personally known to me or hasihave produced Who islare personally known to me or hasihave produced
as identification. as identification.
Notary Public _Notary Public
Commission No. Commission No.
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
Plan Review
Windows & Doors
1) :Need manufacturing installation specifications:
2) .Must meet sections R308 and R612 of the 2017 F.B.C.
3) If windows are to be installed inside the historical district,they will need to be approved
by the historical committee.
4) No other work shall be permitted (framing, plumbing, acid mechanical) unless.otherwise
specified.:
5) This is for replacement (glass for glass) only. If you wish to change from screen or vinyl
windowsto glass, then additional information is required.
6) All windows to wall connections shall be left visible for inspection.
7) All labeling.and stickers shall remain on windows until final inspection.
g) No work shall start without permit first.
i etoTaiLV
813-780-0020 City of Zephyrhills Permit Application Fax-813-7e 02�
Building Department
Data Received Phone Contact for P.ermittin g 3. `�G --qR 6 S
i
OwneesName' Il�f{ Owner Phone Number �6(3.-g3$-i1653
owners Address .3'l S' ! I Pt tJ2 Ov+rierPhorie Number
..
Fee Simple Titleholder Name Owner�Florle Number
Fee Simple Titleholder Address
JOB ADDRESS 37 9-11 I h2 IIS L LOT#
SUBDIVISION. DBi.+n)S to j2:' !ONI FARCELto# 10-16-_�1-�tSOp-pOOE]t�
' (OaTAINED FROM PROPERTY TAX.NOTICE).
WORK PROPOSED NEW CONSTR ADD/ALT = SIGN =. = DEMOLISH
B INSTALL. 8 REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION Qom-nBLOCK Q FRAME STEEL Q �!!
DESCRIPTION OF WORK / �ne-e 7 W 1No�d+.d wn11T5 Si22�Sr ZQ t n) b ORz r q1 FL (!c(rJQ3 Sf.7
BUILDING SIZE SO FOOTAGE HEIGHT tI—L
. .
E246ILDING VALUATION OF-TOTAL CONSTRUCTION
=ELECTRICAL. $ 7 AMP SERVICE Q PROGRESS ENERGY f_] W.R.E.C.
=PLUMBING $ r
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS 0 ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO ( ►iv1
BUILDER DJ1.T.RED
e4 d :esd t46rne: C�vTeR
SIGNATUR . 0 Y/ N FEE CURREN Y/N
Address Po '7S 1993 00-11ANCle, FL License#-Fr- 7
32878
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/N FEE CURREN Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED "Y/N FEE CURREN YIN r-
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N T
Address License#
OTHER COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N.T
Address License#:F
1111111.1111111111-1IIIt111IIIIIIIII11'111111111111'I.III'" 11111A11II111
RESIDENTIAL. Attach(2)Plot Plans;(2)sets or Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivislonsnarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite;Construction Plans,Stornwater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
PROPERTY SURVEY required for all NEW construction.
~ L.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2600,a Notice of Contmencement Is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter If on public roadways..needs ROW
! I &310Q75 8:AA Donfoeypm Att�ti �p¢8T Iri7
i . CONTRACT:#: -Mm
COWEs;Att(tpE2lz£D:REFR, E. A VE': NUMS R:,`' ofilER
�c�rr 2 I SN�.t.b.CJ:. i7tl�Ct�R: 3 G,v'k.
STORE NO: :BYRE DRESS: S AObRE$S ,f K .
CITY i. � §TATE Zlp C STA7E'. ZIP y y
TELEPHONE' HONE�
DATE LOwEtB' O CTOR Li SE'NUMBER' sli! eatx ' LCC REO: It`
y
• < � '-.:. '' C.GC1 i.. 11:` .,. .. ' CARD
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ll, t•
INSTAIUMON STREET ADDRESS I CITY' STATE' Zip' Y
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• ��. x. �4_ .. - ht�+C' ,ri"=� :+:�ot,.f5:' ru.:f
tdOTi E.:TO:GUS74MEit-Pict G11LCU TTONS:in.order tci;txrlperiy perform-the`Iri,tallatiori'of certain-Goods:the ontrac#Pd rnak:include:.more
Good§111an.actually.ill be_1ni, based:o 4he measured'sgtia�e fgotage;:ot ths;Proj_ :%Crew;As a:result;the
n;agrae:that tha;:tump sum Price
stated in thls'Gontract.ls calcuta ed upbn both 8'Valut3-pt3estimated Goods required to: Mil the'C;gntract•Qncluding waste},wh M`may exceed the actual
square footage of;the Project'Ar ar and the:le r.tivtitch ritap be esUi»ated.based on:tlle;a cunt:t}f<s�otids'ret ulted to,fttifi(i_tha Contract(inctudtng waste}.
By:slgning iht¢Contract beiaw; u toiner ack owledgas receipt:otth1s notice'a. -agft}e6 and'.understands:thaC:tlie:l?rico inclildes ttieso:costsmhich may
riot t>e refirnded.anca the-Inslait tl n'Services are pertanned,
NOTICE TO:CUSTOMER::.Fad ra-law rgqui} s'Lowe's.to.provtde,,you 1*4111`.the
pargi hlet:Ranovate Right`t3y:, fig ii►g 3tits C�Dnfracf,Customec:acknowied8ea`..
having received?a`copy'.of tlils pa phtet bef r,.e worts began Inttirmlrtg:Giistotner C AtISt:t T:Ot 11 r, �
of thi♦' otential:rls)c'ot: a te'a h ard'ex .r� ure:from renovatlon-activi ':to be /
peitormed1n,Cusfomie e.dwallrR :tinit: p ty p}�IiCB�?t8:#Sxt'ait'lcodet.i
3.'7�Z
NOTE:.If rotted,mood;-s°d! c: vered dtt tigAnstaliation add[iional gharges;_will,apply.YOU,tiriii be`.:gty 3n a..gttote'.and:a°change order
must:be.com�tetttd'atld'si C d~by the: ustomt3r'far any:add[tional.cliarge : >Custonter:Must Initial
`Any work or me eda!nat:specHi_ .la of inCittd In tttls Contract,Aa changeS..iir addlticns';wiit tse at 8n-addtttonet:cargQ fdr'tl►e:iriateifal.and:labor:
NOTICE T0=CIWNER; -�. CORDI G TO. FLORIDA'S;CONSTRUCT# N..LIEN LAW:((SECTIONS.1,13 001.71:3 37', FLORIdA-
.STATUTES THOSE WH. ORK 0 YOUR.PROPERTY:QM PROVID MATERIALS ANQ SERiitICRS:AND ARE.NOT PAID":IN
RILL HAV A.RIGHT TO I�FORCE. .HE#RCLA#M EOR'PAYMENT:AG.INST YOUR PROPEttTYr THIS CLAiM!.S KNOWN AS A.
CONSTRUCTION;"L#EN:? I. Y{}UR CONTRACTOR.,O.R.:A .UB,CQNTRACTt3R FAILS' JO Pft SUBCONTRACTORS;
'SUB-SUBCONTRACTOR ;'. R MAT RIAL SUPPLIERS, Ti4l'4E EO Ll Milt WE,—— MONI�1f MAY LOtOiC.TO Y.tJUR .
PROPERTY FOR PAYME[ ' EVENA .YOU HAV#:,:ALREADY PAID}YQU.:Ct?NTE�ACT4R;IN FUI.#: IF YOU.FAIL TO;PAY Yduk
.,CONTRACTOR,YOUR C. RA MAYALSO.HAVB,A LIEN10-YO R PROPERTYTHIS MEt�NS)FA LiEN#S EII.ED,YOUR
PROPERTY.COULb'Bf$b D:AGAI ST YOUR':WlLL TO.PAY FOR-;LA 'OR;MATERIAL:S,.OR`OTHER SERVICES:THAT YOUR
CONTRACTOR OR A SU�C NTRAC OR MAY.HAVE:FAiLED`TQ RAY,TC :PI OTECT'YOU.RSELF,YOU;SHOUCP STIPULATE
IN 7HlS:C(?NTRACT BHA. . FORE Y PAYMENT!S MAaE :Yt?UR CONTRACTOR IS:REQUIR#cD TO.PRt}ViD•E YQU iMTH A .
WRITTEM_RECEASE.QF; i FROM. :NY PERSON OR:COmpx Y`TH T.HAS PRt?VIbe TI Vt}U A"Nt}TICE::7't?t}WNER"
FLORtDA'S CONSTRUCT Oi .LIEN' W iS COMPLEX;AND IT IS:RECO _MENDED THAT YOU CONSULT AN:ATTORNEY.
PHOT012ElEASE:ci stopner-:OF il. _to Lowe', artd L owe"a-.gmpioyee's.:andindepdndeht. `ntractars:tiie:ilgt Ao take,phoiograptts ot:fhe:Pcem(ses where.
tnt=tatlatcon Services Will be perfa �d:.and'aR ork pedormad.at the.Aremises rotated to is Gbntlract,`and irrevocably grunts to-Lowe`s:aii`rlght,title and
interest iri acid fill the photograph, fo:usa.:in at► arKets slid trt,�il 4'Vorldtvide ]n p'ei�iatu '.r;Gustoizzer az thotizes:i owe's:tascop}jtigtit,.use.and:pubtish°the
ado 0 rapiis iri print and/or'elaq n'i Ily,and a tees that't:tnve's may use;sucti photogra tar any tawfiil;purpose;:trielUiliti$,biiti'rtot Ifmfte'd to,riiarketing;
advertising;pi,btiaty,iltustratiDn; ing and eb'c tttent:t3y'tnffieiirig hole,Gustam -r:ag es:to the* regotng, [Custotnei;fo'Inittal to the left].
work1s fib: ommence ypon re I nable:aval ability of;Contrae<or:ond/or tanyspecia order or,c 8tbir �e;Good(s):ivhtch•ts:aritictpaleiiao be
w ` `. �'• drt �k. [.... l p , .; ths: [fliC in:date]:
_ till!n date.Estimated.cotYl i+allon dafs is: ' r tf +�+
Said estirn'ated'.substantial.comp in.date is .of of!ha essence,:A•siaiemeni Iiusny con.ngericles that:_woutd riiaiertaity.chariye saW estimated.substantial_
cotripietion.date ts'as fgilaws:: I L}
_Jra piioat e7:inBert r�$tatenria.t',' uch' ruin encles
This:Gontract:prgv.l&p.tNataW laI a by,. usfomer or Lowe's will be'resolved+by.BIN ING'ARBITRATiOM.Custamilr."and Lowe's;GNE'_UP;7IiE RIGtIT
TO eq To:coultT.to'enforce:tl}Is[Contract.{EXCEPT'for.tnatterd that may-ba taken t. SMAI.L CLAiMb t:OtlitT).Lowe s and'Customer's:rlglits will be
.Iwfwws.lwarl M..., NGtTDAI •ADD T6ATAD V! rl iJflY.ei I�t.iirs n► t.r i I,nu.a!e .nrl rrstwmAr era a fNln:f.�w"e M.4iD 4CADIAtf�. R.N thn erf.tfrnflnn
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Pella; G 7
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POSE: Pricing tNorkshe a -W:ind`aws
z
(Complete and'Fax t :Insta`lier}
Cus.torner: �� v� ;n store:. f �
P one hgme'; 1 3_S+ d. PE ami cell :
Inskall Address. I t;! ! ot 9L
Dare., 1pns:. . G
1. AW th:e wall: j ;here.. indows<are k e ng replaced a' .d:labelc:there fron, back; L side or R"side
(as4'ee :fron :h 'scree
2. Draw:the'wfd':o s-than are being;:rep.la.ced:on each all:drainrin
i
:3: Pla.ce.a capital I; ter he ide.each�window:in-f dra ltg.- W}•fidaW'S.Ith`the sa:rri.e, nsions
uvill -Jove thl. : .e lette . Complete the.idd. atlan: ,n hen ext:'page.ttsiiag t e: ones rvri0.irig:
letter,. � .
Front.
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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL12811-R3 r
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived I.-.1
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096 AILING
pellaproductapproval@pella.com E
DppES A� PLY�1TH PR
Authorized Signature TROY FARR WORKSI-IAI I.GOL ING CODE,
tbfarr@pella.com ALI. pR IC pHIDA pE,
ELECSR `lRHILLS
Technical Representative TROY FARR NgIDN E DITK of ZE
Address/Phone/Email 18600 NE WILKES ROAD AND ZH CES
PORTLAND,OR 97230 pRDII N
(503)405-9176
tbfarr@pella.com
Quality Assurance Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND,OR 97230
(503)405-9176
tbfarr@pella.com
Category Windows G` 5�
Subcategory Horizontal Slider p r
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
EJ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Warren W.Schaefer,P.E.
Evaluation Report
Florida License PE-44135
Quality Assurance Entity Window and Door Manufacturers Association-QA
Quality Assurance Contract Expiration Date 03/08/2022
Validated By Terrence E.Lunn,PE
Wi Validation Checklist-Hardcopy Received
Certificate of Independence FL 12811 R3 COI Certification of independence.pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA I01/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 09/06/2017
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEm 1 f WvK4bE... 2/7/2018
Page 2 of 2
'Date Validated 09/21/2017
Date Pending FBC Approval 09/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
12811.1 Series 10 Sliding Window Series 10 Vinyl Flanged Sliding Windows
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL12811 R3 II Drawing 1598.pdf
Approved for use outside HVHZ:Yes Verified By:Warren W.Schaefer,P.E.44135
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Window size,assembly,installation requirements&design FL12811 R3 AE Evaluation report WWS-148.pdf
pressure are to be as specified in the attached drawing No. 1598.Job Created by Independent Third Party:Yes
required design wind pressure shall be calculated in accordance with the
Florida Building Code chapter 16 and ASCE 7 minimum design loads for
building&other structures.Glass shall conform to the latest ASTM E 1300
standards.
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvEmlf WvK4bE... 2/7/2018
0R ft I.EC -1
73" MAX. FRAME WIDTH 110" MAX. FRAME WIDTH WA. W.-
2' 12'
6 MAX.--T12" MAX. O.C. 12" MAX. O.C. S' MAX. 6* MAX.- A MAX.X 12' MAX. D.C. —�X..
O.C. .0
Al A 4' 4' 5' /A2 Ai 5" 4 4 5" A2 5" 4" 4* 5" AS 6" MAX. 16
1p 2 + t + , _
T 7 1
6
6" MAX. " MAX.
-FRAME SCREWS WHERE FRAME SCREWS-/
SHOWN. SEE -FRAME 33 1/4 MAX- D.LO. WHERE SHOWN. SEE 51 1/2"
ANCHOR REQUIREMENTS 'FRAME ANCHOR MAX. D.L.O.
TABLE" ON THIS SHEET E"REQUIREMENTS TABLE"
FOR REQUIREMENTS. o ON THIS SHEET FOR
I _j REQUIREMENTS.
rB--, Cl t-D,\ 6 rB"\ rc T'I
cw,�
Ko I 1 2 n
INSTALLATION CLIPS INSTALLATION CLIPS OpposffnE OPPOSITE
WHERE SHOWN. SEE
WHERE SHOWN. SEE
�2 OPPOSITE
RE
SHEET
'FRAME ANCHOR
"FRAME ANCHOR 3
REQUIREMENTS TABLE" REQUIREMENTS TABLE" 0
17 r*4
b � ON THIS SHEET FOR ON THIS SHEET FOR -T 0�
LOCK LOCK 0
1V MAX. REQUIREMENTS. (CUPS REQUIREMENTS. (CUPS LOCK 16* MAX. =
MAY ALSO
D.C. MAY ALSO BE USED BE USED IL D.C. 0
AT HEAD IN LIEU OF AT HEAD IN LIEU OF 02-1 1
FRAME SCREWS) FRAME SCREWS) 0
a
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9 3-3- 9 m
INSTALLATION T
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15" MAX. 0.0�15" MAX. 4" MAX. 15" MAX. 5" MAX. O.C. 15" MAX. D.C.
I%7ALLATl
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EXTERIOR ELEVATION: EXTERIOR ELEVATION: coo,
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XO OR OX WINDOW XOX WINDOW 5;c3 Fx toj5
SCALE: 3/4" = V-O" SCALE: 3/4" = l'-O" z_
5 -A CORNER CONSTRUCTION- - I
FRAME-MEYSERS ARE UTTERED&FULLY WELDED. GENERAL N -,-? 1,
S&a-MEMBERS ARE MITERED&FULLY WELDED. z
AS BEEN TESTED.ANALYZED&APPROVED FOR DESIGN PRESSURES NOT 10 EXCEED,
ALLOWABLE DESIGN PRESSURE 'THoSE`sSH'0`WN`UlCTTHRE'ALLOWABLE DESIGN PRESSURE TASLE(S)-. IrU3-t
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EVALUATION OF THIS PRODUCT IS BASED ON APPLICABLE STANDARDS AND/DR (XO OR OX UNITS & XOX UNITS) 2. OPENINGS,DUCKING&DUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER 0 ul
INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS, THE FLORIDA BUILDING WIND LOADS TO THE STRUCTURE. '--.!2g-
CODE VERSION CONSIDERED MTN THIS EVALUATION WAS THAT IN FORCE AT THE TIME 3. ALL HARDWARE&FASTENERS SHAII BE IN ACCORDANCE WIN THESE DRAWINGS&SHALL NOT VARY =) 1.
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN IALLOWABLE PRESSURE UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SNAIL tnIn
THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, MAX. WINDOW FRAME BE BEYOND WALL FINISH OR STUCCO.
PRIOR TO STATING POSITIVE NEGATIVE 4. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THE REQUIREMENTS OF THE CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER SHALL P)SITIV
CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED SIZE IN PSF) (PSF) FLORIDA BUILDING CODE(FOC)FOR NON-HIGH VELOC37Y HURRICANE ZONES(NON-WHZ).
HERE-IN 6 CURRENT WITH ALL CURRENT TESTING,CODES AND APPLICABLE S. THIS PRODUCT IS NON-IMPACT RATED&MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED
STANDARDS.
XO OR OX UNITS rz WHERE REQUIM BY CODE.
ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED SUCKS OR WOOD FRAMING SHALL
FRAME ANCHOR REQUIREMENTS TABLE (2)73 X 62 31�) BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
7. DETERMINE THE POSITIVE&NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN
pm,
OPEN; —E/CUP/—FIN TO Nimum (2)73 50 ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS
EMBED EDGE� IN ACCORDANCE WITH THE FLORIDA BUILDING CODE A DIRECTIOUNUTY FACTOR OF Kd=D,85 MAY BE
(SUBSTRATE)
I M73 X 38 37 49 1
:GMTE)E OPENING FASTENER TYPE te
(1) FRAME SCREWS & INSTALLATION CUP SCREWS XOX UNITS APPUED PER THE ASCE-7 STANDARD. V
& MATERIALS.INCLUDING BUT NOT UMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER
MIN.2X4 WOOD FRAME OR BUCK DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
C (2)110 X 62 1 30 9. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS QUAL17Y ASSURED(MIN.GR.3& _OS5) NO.10 SMS OR WOOD SCREW BY A FLORIDA B:,4
1 1/4' 3/4*
1 1 (2)110 X
MN.IS GA.33 KSI METAL STUD NO.IQ OR 5 SELF 50 31 1 41 STATE APPROVED CERFIFICARO4/QA ENTITY&SHALL BE LABELED IN ACCORDANCE WITH THE FS0 AND THE '5'!.........
SCREW
'U X-A DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. THESE DRAWINGS SHOW
MIN.1/8'THK A36 STEEL NO. 10 GR.5 SELF=11L�L 2.0- 1 FLUI�t I)STEEL REINFORCEMENT ON BOTH MEETING ELEVATION,COMBINATION,INSTALLATION& COMPARATIVE ANALYSIS CONDITIONS AS
• ALL APPLICABLE
MIN.1/8-THK 6063-TS ALUM. ND.10 GR.5 SELF STILES DETERMINED THROUGH TESTING&ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY STW1 BE IN
C-90 CMU/2500 PSI CONCRETE (1) 1/4'CONCRETE SCREW 11 1/4-1 2& (2)STEEL REINFORCEMENT ON THE OPERABLE ACCORDANCE WITH THESE DRAWINGS.THE MANUFACTURER'S DUALITY ASSURANCE SPECIFICATIONS&TESTING
REPORTS. NG NO. REV.
(1)SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW MEETING STILE&ALUMINUM 10.CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A 67,LONG 598 C
(2)CONCRETE SCREWS SHALL BE EUCO ULTRACONS,ELCO CRETE; ITW RAMSLT/RED REINFORCEMENT ON THE FIXED MEETING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER SHEET NO.
STILE THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT.
HEAD TAPccNs OR HIED KWIK-CON 11(HARDENED STEEL OR 1 OF 3
FRAME ANCHOR PER ELEVATION 1/4" MAX. SHIM I a--o-]
SUBSTRATE BY OTHERS FRAME ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER AT EACH ANCHOR— FRAME WIDTH
SEALANT BY OTHERS---- PER "FRAME ANCHOR SEALANT BY OTHERS— FRAME ANCHOR
,
BEHIND FLANGE REQUIREMENTS TABLE" BEHIND FLANGE REQUIREMENTS TABLE"
SUBSTRATE BY
OTHERS PER SEE GLAZING
1/4" MAX. 1/4" MAX. SHIM FRAME ANCHOR DETAIL ON
SHEET 3
SHIM AT REQUIREMENTS
............ FAT EACH ANCHOR
F EACH ANCHOR TABLE"
SEALANT BY SEALANT BY
OTHERS OTHERS 7 FRAME ANCHOR
1
13 1 PER ELEVATION 2
6
co EXTERIOR
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SEALANT Y
DETAIL ON OTHERS BE 13
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OTHERS
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SHIM AT SEALANT BY
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EACH CUP ON
OTHERS BEHIND SECTION SUBSTRATE BY OTHERS PER "FRAME
FLANGE SCALE: 1/2 FULL W ANCHOR REQUIREMENTS TABLE" CONTINUOUS WOOD MEMBER LESS IN SIZE
INSTALLATION CUP THAN A 2X_ BUCK TO BE MIN. 2 1/2" DEEP. z
SCREW PER ELEVATION 0
NOT REQUIRED WHEN SHIM SPACE IS WITHIN
(2 PER CLIP) 1/4" MAX. SHIM ALLOWABLE DIMENSIONS SHOWN 114 SECTIONS). zo
co
SEALANT BY OTHERS 5!
BEHIND FLANGE SECTION SUBSTRATE BY OTHERS AT EACH ANCHOR SEALANT BY OTHERS
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SUBSTRATE BY BEHIND FLANGE K_V.
HEQUIKLMtNl�, TABLE" OTHERS PER _B_ o M
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29 r
EXTERIORSHEET 3 SEALANT B TO SUBSTRATE WITH SPACER
(HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME)`�,,;; o'
SECTION SECTION OTHERS (SILL DOES NOT APPLY)
SCALE: 1/2 FULL
SCALE: 1/2 FULL (FOR DETAJL NOT SHOWN, SEE OTHER SECTIONS)
(FIXED MEETING STILE WITH (FIXED MEETING STILE WITH STEEL
ALUMINUM REINFORCEMENT) REINFORCEMENT) SECTION 799"W,' c
(FOR DETAIL NOT SHOWN, SEE SECTION C1/2) SCALE: 1/2 FULL 2,/ H-110-
of 3
ITEM iY ITEM DESCRIPTION MANUFACTURER/NOTES I_ I " a: �"�ED-.
PARTS 2.710 2.710 1.075 ��-1.665--1 M.MS
Pp: CAF
1 HEAD VINYL 1�2 W/1]/OE
2 SILL&JRAI VINYL 1.700 0.060
3 STILE& RAIL VINYL 1.665
4 INTERLOCK STILE ACTIVE SASH VINYL 1.560
5 INTERLOCK STILE INACTIVE SASH VINYL !1 0.460 �
6 ANTI-LIFT CUP VINYL (ACTIVE
gi�LF_
7 HEAD FILLER VINYL Q HEAD Q SI I JAMB 0 Ri3ISnL R (ACTIVE SASH)
8 IGLAZING BEAD VINYL
9 INSTALLATION CUP VINYL -2.581 0.060 1.160 1.210 �. 0.191
10 STILE REINFORCEMENT ACTIVE INTERLOCK 18 GA GALVANIZED STEEL �J TL 0.065�
11 STILE REINFORCEMENT AT INACTIVE INTERLOCK USED WITH 6061-T6 ALUMINUM i �!.0:4110 0.1 0,$65
XO&OX UNITS WITH A FRAME HEIGHT GREATER THAN t_334 �6_� -T— 0.420
38' &ALL XOX UNITS (� I 0.060 I
12 STILE REINFORCEMENT AT INACTIVE INTERLOCK USED WITH 16 GA. GALVANIZED STEEL Q INTERLOCK STILE u' O H AD FILLER $ GLAZINGBAD
XO &OX UNITS WITH A FRAME HEIGHT OF 38"OR LESS ONClIVE SASHl
13 FRAME FLANGE WNY 0.375
HARDWARE
16 ROLLER TRACK ASSEMBLY AIMSBERRY FESTEK VIK-8104 0 840
17 ILOCK BETELu a 5 n
18 LOCK KEEPER BETEW 1.3250.293 0.050 0.800 o z
SEALS & SEALANTS 2.000 3.000 —1- o o
22 WEATHERSTRIP ULTRAFAB P N: W531919G 3 c
2wn
3 WEATHERSTRIP 10 ULTRAFAB W22241NW 0.060 REINFORCEMENT w G
FASTENERS ,o n
27 NO. 6 X 3/4"WOOD SCREW 2 PER LOCK INTO REINFORCEMENT r a
28 NO. 6 X 5 8"WOOD SCREW 2 PER LOCK KEEPER INTO REINFORCEMENT Q INSTALLATION CLIP Q p
01/4 29 NO. 6 X 2 1/2" WOOD SCREW 2 AT EACH INTERLOCK END LOCATION " (2 TYP.)
THROUGH SILL INTO INTERLOCK SCREW SPLINE
» I ttt 4.472
1.106 I t.071 0.060 �- z '
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0.900 0.900 0.060 0.860o5:0 w�
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17 STILE REINFORCEMENT 1P snLF-R NFORCEMENf 13 FRAME FIANCE wz�� Q,X�h
3/4" 1 G. GLASS (1/8'AN./ a. „<
1/2" AIR SPACE/1/8'AN.)
EXTERIOR
NATIONAL STARCH
PUR GLAZEin� a
1/2" MIN. SITE
1 2 3 4 5 N 3 cai
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8 SETTING BLOCK 7+• d AS REO'D
TYPICAL GLAZING DETAIL
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1598 G
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3 � 3
Page 1 of 3
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL 16603-It3
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived I
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella,IA 50219
(641)621-6096
pellaproductapproval@pella.com
Authorized Signature Beth Phelps
phelpsba@pella.com
Technical Representative TROY FARR
Address/Phone/Email 18600 NE WILKES ROAD
PORTLAND,OR 97230
(503)405-9176
tbfarr@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella,IA 50219
(641)621-1000
PJBortscheller@pella.com
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency Window and Door Manufacturers Association
Validated By Terrence E.Lunn,PE
-I Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
AAMA/WDMA/CSA I01/I.S.2/A440-11 2011
Equivalence of Product Standards
Certified By
:�el I affirm that there are no changes in the new Florida Building Code which affect my
product(s)and my product(s)are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity (.)Yes (")No '?N/A
Product Approval Method Method I Option A
Date Submitted 12/06/2017
Date Validated 12/06/2017
Date Pending FBC Approval
Date Approved 12/07/2017
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Page 2 of 3
Summary of Products
FL H Model,Number or Name Description
16603.1 Pella 10 Series Single Hung Window 36"x 90"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 36r9_0;�df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/22/2022
Design Pressure:+40/40 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 11 Drawing 1414.pdf
standard.Fixed check rail shall have Pella's contour shaped steel Verified By:Warren W.Schaefer P.E.44135
reinforcement&active check rail&active sash stiles shall have Pella's"C" Created by Independent Third Party:Yes
shaped reinforcement. Evaluation Reports
FL16603 R3 AE Drawing 1414.pdf
Created by Independent Third Party:Yes
16603.2 Pella 10 Series Single Hung Window 54"x 90"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R3 C CAC CCL 41 1-H-1032 54x90.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/09/2022
Design Pressure:+45/45 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL16603 R3 II Drawing I414.pdf
standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135
Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes
Evaluation Reports
FL16603 R3 AE Drawingl 414.pdf
Created by Independent Third Party:Yes
16603.3 Pella 10 Series Single Hung Window 54"x 63"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 54x63 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/09/2022
Design Pressure:+501-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E 1300 FL16603 R3 11 Drawing 1414,gdf
standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135
Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes
Evaluation Reports
FL16603 R3 AE Drawing 1414.p_df
Created by Independent Third Party:Yes
16603.4 Pella 10 Series Single Hung Window 48"x 73"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R3 C CAC CCL 41 1-H-1032 48x7_3.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/09/2022
Design Pressure:+50/-50 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM EI300 FL16603 R3 11 Drawing 1414.ydf
standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135
Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes
Evaluation Reports
FL1660-3 R3 AE Drawing 14t4.pdf
Created by Independent Third Party:Yes
16603.5 Pella 10 Series Single Hung Window 36"x 62"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLA(03 R3 C CAC CCL 4l 1_H_1Q32 LM1pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/22/2022
Design Pressure:+55/-55 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E 1300 FL16603 R3 II Drawing 1414.pdf
standard.Fixed check rail shall have Pella's contour shaped steel Verified By:Warren W.Schaefer P.E.44135
reinforcement&active check rail&active sash stiles shall have Pella's"C" Created.by Independent Third Party:Yes
shaped reinforcement. Evaluation Reports
FL16603 R3 AE Drawing 1414.pdf
Created by Independent Third Party:Yes
16603.6 Pella 10 Series Single Hung Window 36"x 73"Vinyl Non-impact Single Hung Window
http://ww.w.floridahuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6... 7/14/2018
Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 36x73.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 07/09/2022
Design Pressure:+60/-60 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM E1300 FL 16663 R3 II Drawing 1414_pdf
standard.Fixed check rail shall have Pella's contour shaped aluminum Verified By:Warren W.Schaefer P.E.44135
reinforcement&active check rail shall have Pella's"C"shaped Created by Independent Third Party:Yes
reinforcement. Evaluation Reports
FL16663 R3 AE Drawing 1614.pdf
Created by Independent Third Party:Yes
16603.7 Pella 10 Series Single Hung Window 52-1/8"x 50"Vinyl Non-impact Single Hung Window
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL16603 R3 C CAC CCL 411-H-1032 52.125x50.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 10/17/2023
Design Pressure:+60/-60 Installation Instructions
Other:Configurations of glass shall conform to the current ASTM El300 FL16603 R3 II Drawing 1414.odf
standard.Active check rail,fixed check rail and active sash stiles shall have Verified By:Warren W.Schaefer P.E.44135
Pella's contour shaped aluminum reinforcement. Created by Independent Third Party:Yes
Evaluation Reports
FL16603 R3 AE Drawing 1414.pdf
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDosHenno4%2f 6... 7/14/701 R
THEE DRAWINGS ARE APPUCABLL ONLY TO PRODIPLT OW.F 81: OmL%ED ei:
GENERAL NOTES; P=nED.THEY MAY NOT BE USED FOR THE ASSSAULY S.T,•. trS
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED AND/OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY Rnr: wTe
ANCHOR EMBED.TO BASE MATERIAL SKALL.BE BEYOND,WALL FINISH OR STUCCO. THEY BE USED FOR PA710NAL AND/OR LOM APPROVAL t-�e 1N/Rl
2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& FOR MAX. FRAME WIDTH, SEE AM ON THESE ORRAWINCS-Y PRODUCT NOT ,�O BY THE MANUFACTURER 8 B � n
INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE NOTE BELOW H $
& THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH
AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). - a 8 o S e
4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR A TAX
WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE 6" MAX. 6" MAX.
PRESSURE TREATING CHEMICALS IN THE WOOD. 2 f O•C- -
5. MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT COME INTO ——— -— ————
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF
FLORIDA BUILDING CODE CHAPTER 20. 6" MAX.
L
6. TO THE BEST Of OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN 6 CERTIFIED&
OUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA EIMY&SHALL ¢ p
BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF
BL5lIEFS C Pw�rccSln,N,•L REGULATION SPECIFifATIONS. PRODUCT ASSEMBLY IS NOT
PART OF THIS DRAWING AND SMALL BE IN ACCORDANCE WITH THE MANUFACRUREWS I 2 N B B 1p
lp
1121
DUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF
ANY OF THE FOLLOWING APPLY:1)PRODUCT 6 INSTALLED WITHOUT A BUILDING FRAME SCREWS WHERE SHOWN AT 11" MAX. O.C.
PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2)PRODUCT 6 3 HEAD & SIDES. SEE "FRAME (AT SIDES) m y
INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE W I ANCHOR REQUIREMENTS TABLE'ON
PRODUCT'S CERTIFICATION ENTHYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TD m THIS SHEET 1 FOR REQUIREMENTS. I W N
BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED.
B. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE I I WINDOW FLANGE 5 Z O gn o1
PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCE = I OPTIONAL & MAY BE 3 O-`•m
9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF rn
REMOVED WHEN
THE INSTALLED PRODUCE 6 NOT PART OF THIS INSTALLATION CERTIFICATION. THAT w V OL Za 01
RFSPOKSIBILEN SHALT.DE THAT OF THE MANUFACTURER&/OR INSTALLER. N I I REQUIRED BY Q w J v
I I OPENING CONDITIONS 0 om?n
CO
= I I — Y TO 5" o a oo n
Z U1 O
W NW
0 U
a4 z _
AI TERMTE ANCHOR/SUBSTRATE EVALUATION NOTE• z
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED o
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
J
TO BE EQUIVALENT TO OR STRONGER THAN THE o
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
I I rn z m
r0
NSIA=TION EVALUATION 6 BASED ON APPLICABLE ANCHOR STANDARDS AND/OR 9 W w<
INFORT4ITKNN&RESULTS.FROM APPLICABLE TEST REPORTS THE FLORIDA BUILDING Ld
D_ W
CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME O
2 u)
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CMANGES/UPDATES OR IN I / I 6" MAX.
THE EVENT THAT NEW OR ADDITIONAL TESTING 6 COMPLETED ON THE REFERENCED a�3n
PRODUCT.PRIOR TO STATING CODE COMPLIANCE WITH H THE STATE,THE MANUFACTURER ��$off L
SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE Q
INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, NO ANCHORS REO�
CODE AND APPLICABLE STANDARDS. AT SILL EXTERIOR ELEVATION: - (3�
SINGLE WINDOW W U,�s`
FRAME ANCHOR REQUIREMENTS TABLE SCALE: 3/a' = 1'-0" „3c�i
OPENING TYPE FRAME TO OPENING FASTENER EMBED EINIMUM DGEMDIST. NOTE FOR MAX. WINDOW FRAME JF�� . �H�' 3�
(SUBSTRATE) ,r•• '•.•.•��
(1) FRAME SCREWS DIMENSIONS AND ALLOWABLE a zQ;� • 2.
MIN. 2X4 WOOD FRAME OR BUCK DESIGN PRESSURE, SEE i _ m o?
O 3 & GE OR NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" APPLICABLE FLORIDA APPROVAL - • ! 1--
(MIN.
a o;Z
MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" y• O N�.'
MIN. 1/8"THK A36 STEEL N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" d •..........
Z•. •,.•••yam: w iN
MIN. 1/8"THK 6063-T5 ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" '''�ibdhJ•. p(�0 `r v R a
• r
0 CMU/2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4" 2' �FRAMESCREWS SHALL BE PAN HEAD OR HEX HEAD SCREWv.CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW 1414 E
RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). sHFLT No.
1 - 2
ouwu!h Ohm 8Y:
zrn
SUBSTRATE BY OTHERS 3/8" MAX. SHIM
FRAME WIDTH
PER "FRAME ANCHOR FRAME SCREW` AT EACH ANCHOR
REOUIREMENTS TABLE" PER ELEVATION
SUBSTRATE BY OTHERS 3
r ,-'• :: t PER "FRAME ANCHOR SEAL SPACE WITH LOW
REQUIREMENTS TABLE' EXPANSION FOAM
AROUND PERIMETER
-i': •v`; [OF WINDOW FRAME z
3/8" FRAME SC
MAX. SHIM AT
_C EACH ANCHOR ELEVATION
REW PER
OTHEALANT BY4�1
F EAL SPACE
ITH LOWXPANSION
FOAM AROUND EXTERIOR w'�
2 UN
WIIMER OF
NDOW FRAME :;'r SEALANT BY OTHERS o S�o
SECTION
_ A Sao
SCALE: 1/2 FULL 2 Q' z 1
o m 5 n
SECTION Q aQ c4i M=
i SCALE: 1/2 FULL gums_
z o n
EXTERIOR CONTINUOUS WOOD MEMBER LESS IN SIZE z o- `Q"o
THAN A 2X_ BUCK TO BE MIN. 3 1/2"DEEP. w
w= NOT'REQUIRED WHEN SHIM SPACE IS WITHIN o
SEAL SPACE WITH = ALLOWABLE DIMENSIONS SHOWN IN SECTIONS}.
LOW EXPANSION o
PERIMETERAUOFF SUBSTRATE BY OTHERS
SEALANT BY ^PER FRAME ANCHOR =
OTHERS WINDOW FRAME x:'>:'.:= •:-•-= .. e. REQUIREMENTS TABLE"
`�L1/4" MAX. SI4IM AS REQ'D (go
TO SUPPORT WINDOW SILL m zm
SEALANT BY w w
3 CONTINUOUS BEADS OF OTHERS a: i5^.,
CONSTRUCTION/STRUCTURAL ADHESIVE Q rn E5
FRAME SCREW PER ELEVATIONS ma -6 i
" EXTERIOR & "FRAME ANCHOR Wti�'
SECTION g REQUIREMENTS TABLE" itz
SCALE: 1/2 FULL 2 *a Fyzy�
ti?ouli
OPTIONAL DIRECT MOUNT DETAIL tqNz �a
TO SUBSTRATE WITH SPACER "
(HEAD SECTION SHOWN,SIDES ARE INSTALLED THE SAME)
(SILL DOES NOT APPLY)
(FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) a
�\I11111Dl1� c� ��
1 ••C9 O O'..i:. Ir 3i.j
�b:� � m 6•d� U d zn.
• ��v.1 . Z .'t�y+� F2'
WINC NOEV.
sH4 ruoE
oa 2
� ILU t11Ufl
CP1
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
S
Permit Type: jj (-So
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet s all be kept with the permit and/or plans.
NOY 1".6.2018
Kalvin itz —Plans Examiner Date Contrac and/or Homeowner
(RequVed when comments are present)
• . IIIIII{IIIIIIIIIIIIIIfIIIIIIIIIIIII{Illlllll{IIIIIII111l1{il
2018198722
Rcpt:2008878 Rec: 10.00
DS: 0.00 IT: 0.00
11/27/2018 K. D. K. , Dpty Clerk
peg, wo. Pmod W too 10-210=Z)-oCA0Q-6QQno-CIEO
NOTICE OF MANENCEMEAfT
ar Florida Casty of
THE LWAX30KNED hw eby piers ltc--that ImpnsAwwt roil be nade to oerteit Seat p cpmty.and in amonbnoc with Ct now 713.Florida
ar r k*wmalion is provided in ado welioe et Carrnwmmnert
1. DaaWw of W.Pava Pwcof Ider>titiwti m No f}I Vz5 A1,1�; '.a-,�C,�e1`20CXL 1n:115 P$2.1 as 4cr �g
areas moom �, 7R)1' 1 4- h &e— 7 785• 'ram 4'7R
z Gwrwat DewcrW—of bnpmvmn ert elJ a p rn
PAULA S.O'NEIL,Ph.D.PASCO CLERK d COMPTROLLER
of 1
36 Owmr h*znlalim at es+sae iriollllaGort ff the Leasae mrttadr36 far tfie irtrpra+entatt_ 110 7 K01� ' PG 3382
1 tea_,�k 2 -
MA I 1 _14 hh ve ..._ ?r�h_��1n_:11 S _,•.
Adareso aty I Q Steee
-in Propo w.. 1f�►e�_
Name of Fee Unwia Tilatnldr —�
(IT d umort 15orn Oamer Eatad above)
Addmom
4. . Cmba w.. Pew-A.Cal"aro 111-Loalie's Home Centers LLܾ
ED HvYx 993 Odd ido FL 32878
Ads CRY
407-393-9161
Cantnrotor'a Tdeplwae lNo.:
s. sr.eey QA
Norhe
Addmw Ciy stale:
Amours of 8tstd i Telephom No.:
Nomnb
t�rdor fJl{�
Aden CRY Stale
LaadW%Tdeptaaae we:
7. Priam Wien the Some of Fbrido des9((rmtod by use cum upon,doom nosoes or o6w doaswaata may be served as pmwiftd by
p�13.13(1X&(7).Flamm stares
ummd
Addrew Cky stab
a In sdrilion to trsreseK over-ow deetn.tea . N14 d+
m raceme a eopydthr Uraad's trance as Provided In Section 713.13(1)(b).Florida Stamm .
Tdepf ma Nunbor ctPersorr or PsoZy DocbnYed by Owaar
9. EsFin m date of Native of Camamm mmt(ft ddo may rot be bdara the o mpla m of won acid frml paymat to the
oamrsaaor.W rat be arse year f m the dale of taowrbrtp urioae a d0emtt doo Is spelt aM:
11MMNG TO OWMIi=Tt ANY PAYRE.NTS MWE BY THE OIPo1AM AFTER THE EI0RARON OF 7W NOTICE OF COUNIENCEIMENT
ARE OONSIDBlED UNSROPER PAYWEMS UNOM CK*JY 82 7f{�, PART 1 SeCTION 7111 ID FLOR & STATUTES AND CAN
1W.SMT IN YOUR PAYNC TWICE FOR 11431tOVEi�NTS 70 YOlJfit PROPERTY,;A•NOT OF COt W&idE1EPQ1' L&W BE
VFdWD AND POSTED ON THE JOB WE BEFORE TTE FTRST INSPECTION. IF YOU MEW TO OBTAIN FlNANCINM CONSULT
VWTH YOUR LEMOER OR ANATTORMY MORE CO1GKN.V=VIIQCOR FECOFWMYOUR WMCEOF
tllradar peraety d I detias at:n I hm rmd site Yoregoi$rto91 of amuaetmmart and u■t dw fads sided lt—uh are tnra to sloe bet
dmy lanwired��beix(. ,
STATE OF
COLUN OF PAS NATASHA A.FLAB
WCOMMISSION#GG048580 matOmmrart vO arlsssee�aAattrarttad
EXPIRES:JAN.80,9021
Bonded through 1St State Insuumme A aDI fAY Sw2,mk
....S�tay�St:TaefORoe
11+e+ gonr ,taaauAe
god
taernettris day;afY20,Sby_�UlaQ1Q/l12 �t�L�I.►lG
j,5&Q- m:r trriiee,amrraey in s fur
[ t.taa,hrras Baer,} .
Type cf bbnEdaftn Praduoed Name�}� 5
tt
STATE OF FLORIDA,COUNTY.OF PASCO
THIS IS TO CERTIFY THAT THE FOREGOING IS A
® � RUE AND CORRECT COPY OF THE DOCUMENT
N FILE OR OF PUKIC RECORD IN THIS OFFICE
I,ygod^We?rwt + ITNESS MY-HAND AND OFFICIAL SEAL THIS
DAY OF`�3UPi'YtP ' 2 Cy1 ,
• HULA S.O•NEIL,CLERK&COMPTROLLER
1887 C
BY DEPUTY CLERK
OF