HomeMy WebLinkAbout20-22531 i
CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 22531
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22531 Address: 6401 HUNTINGTON DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: ADD/ALT COMMERCIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: SILVER OAKS
Est. Value: Parcel Number: 03-26-21-0120-00000-0890
Improv. Cost: 8,500.00 OWNER INFORMATION
Date Issued: 3/03/2020 Name: RUFFIN, CHERYL & ROBERT
Total Fees: . 127.50 Address: 6401 HUNTINGTON DR
Amount Paid: 127.50 ZEPHYRHILLS, FL 33542
Date Paid: 3/03/;2020 Phone: (813)777-2022
Work Desc: WINDOW REPLACEMENT 5 S/S
CONTRACTORS APPLICATION FEES
WEATHER TITE WINDOWS BUILDING FEE 127.50
I
Ins ections Re uired
FOOTER 2ND ROUGH PLUMB Misc 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.
I
COtTAACTOR SIGNATURE 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 Fax-813-780-0021
Building Department
r a �
Date Received Phone Contact for Permitting 813 908 _ 0131
I I I 1 1 1 1 1 1 1 1 1 1
Owner's Name Ruffin Cheryl E R C Robert Owner Phone Number 847-343-I)853
Owner's Address 6401 Huntington DrZephyrhills FL 33542 Owner Phone Number
Fee Simple Titleholder Name I N/A Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 6401 Huntington Drive Zephyrhilis FL 33542 LOT# F
SUBDIVISION Silver Oaks PARCEL ID# 03-26-0120-00000-0890
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT LJ SIGN = _ DEMOLISH
e INSTALL e 1!REPAIR
PROPOSED USE SFR 0 COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL =
DESCRIPTION OF WORK Replace Same Size Impact:5 Windows
BUILDING SIZE SO FOOTAGE HEIGHT
X=BUILDING $ 8 1500-CIO VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C.
=PLUMBING $
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
a7rJ
BUILDER Y Weather Tits Windows
SIGNATURE REGISTERED. Y/ N FEE CURREN Y(N
Address 2119 W Columbus Dr Tampa FL 33607 License# CGC1515541
ELECTRICIAN N/A COMPANY WA
SIGNATURE REGISTERED I Y/ N FEE CURREN Y/N
Address N/A License#
PLUMBER N/A COMPANY N/A
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address NIA License#
MECHANICAL NIA COMPANY NIA
SIGNATURE REGISTERED Y/ N FEE CURREN L11 N
Address NIA License#
OTHER COMPANY
SIGNATURE REGISTERED I Y I N FEE CURREN LILN
Address License#
1111111111111111111111111111111111111111111111111111111111111111111
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 subdlvislons/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.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement Is required. (AIC upgrades over$7500)
Agent(for the contractor)or Power of Attorney(far 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 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 andl 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 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, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment. i
- 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 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 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 FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
OWNER OR Af:F,N f'( CONTRACTOR /_4///��-'•L-/
/Su bed and swam t ffirtned)before me thi Sub ribe and swom to or e )be ore gtjhis
�o Zo by ifZ 4430Z-4-A by
r�lrci{AFL [./OLLANJEL
Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commission No.
Name rrte o stamped Name of Notary ty d to or t
.un.
"'HY PU 7November'l,
tp:Y PUp4 SPENCER IC4SS
=CL....,:�•MY CO21021 .* ._ MYCOMMISSION#GG 121021
PIR2021 ` EXPIRES:November2021
?,�, t.�:ondedThdorxrilers `'%,,,��Y Q,'V Bonded Thru Notary Public Underwriters
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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; and mechanical) unless.otherwise
specified.
5:) This is for replacement (glass-for glass) only. If you wish to tha_nge from screen or vinyl
windows to 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.
8j :No work shall start without permit first.
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h .. vi, •.i:n.t;,<b.:'" _�1.k;•Qrap9, .•;yP�.r., � ..- ••
2119 W.Columbus Drive•Tampa,Florida 33607
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�� R�� ee (941)870-06I9•(823}808 OS31
f (72?)28o-6029•(eo0)649-3161 PURCHASE AMEEMENT
MMOM CGC#'15I5341
TIiiS CONTRACT erode this_3—c--)-+ Ddy.of 20_- L by and between�Y/eatherTite,(bcreinnfter referred to as"Seller"}
andName: iZe++.` Address: 1a;1401 I-at ti I ry.bt
y� h
City. Sale: _Zip:
Email:
Primary Phone: ) a» "o'er"'— Secondary Phone: (hereinafter referred to as"Buyer,")
Seller agrees toski,an buyer agrees to'buy,all those materials and labor nei;essary to install the same as set forth in the following Specifications and in
accordance u'iAt+the Terms and Conditions be(l/o�w�and rlvittrapproximate measure/mi ents ani�d specifications)listedon'ExhibjiltA and/or Exhibit B.
.—tLv 3✓•.L' tG =ifs .�"rk t, 1..�!yL t !n-.d. l'j Q A Si e al
1 lq1 1 1 r s
.�� 2� 'c .i� -ttxr f } `i
��,nor N �t�^s l�.ji�lt r•// -�••4J.(!t",�t —Fee^ S Iv iN
!y4'rnt�^��• t� -f��.i..� s� I"L. t.•.ta•�e •�is+5�.,:.: �✓t 2,•.,..,��,t,�„ �/J l�i,�rr+�;,,,���ri.. tJr,lr'�.
hirstalladon does not include painting andlor.stainu:g, This price reflects all trade-fits,specials,and discounts.
TOTAL CASH PRICE$ 4G5J4 DOWN PAYMENT AMOUNT$ 2 SS,4 UNPAID BALANCE$ 59 Sr?
AMOUNT FINANCED*$ Subject io ciedit.apptaval,atad existing itiierest.rates Ivlth.approving inslifution.
IF CREDIT,NO.or MONTHS CREDIT CARD#
CREDIT CARD TYPE EXP.,DATE BILLING ZIP CV2
1.Any holder ofthls consumer credit comaet is subject to all claims and dcfcnses which die debtor could Posen against the seller of goods or services obtained pursuom hereto orveith die proceeds hemof.
Recovery hereunder by the debtor sholl pot.execed amounts paid by the debtor hereatuicn-Wnuo of payment diearoponeics io be determined by Weadt"711e Windows only,
2,Bayer agia"o accept delivery,oftMtarials,after notice frofn.Seller dithe installation date.After days pust'the dateof(ristatfation ir buyer relbscs to accept delivery,a citing.of2:5%per week sholl be
added as Vmum c f re.However,Seller shall not be liable for pny'delays emweii by war,riot,strikes,acts of(led,factory'darects or oiler causes bcyand.its emitml.
3.This ngmcnwnt is for the benefit ai:and shoitbc binning upon,die pirt(as and their mricclive,heirs,suecessors and assigns,
4.Buyer amhorires Seller to make inquiries armherx comesming cridif Information,including,but not Nntited to.ptoeuring consumer reports from consumerreparting agencies.
5.Any(astidl chat rcquiresserviccor services doting the time of installation drat does not alraiti the stmetuml integrity of products Is,and will be,coasideted is complete install and homeowner agares to
pay in full at time of instrall.Atl services will be ngro:ted to office,sehcduted and caniplated,with buyer understanding thatoft pans are custom and time is needed tarmaduficturing.Homeowner stay
widnrold'an amount equat to esdrimled cost ercorreciimt from final payment only.Payment;received shall be applied first to tntetes=on all outstandinglndoicos arf Hhen to the principal amount of the
ouistandivit invoice($).Costomtr•agrccs to pay interest of'i W%per month(ANNUAL PEkCE$4TAQE RATE'DFI k%),unless otherwise mgvWd by low,an the balapce of any unpaid amounts,If
Cuntor(ee does not make payment,Contractor shall be chiitted to mwvicebom Customer all cats of cullecitan incurred by.Contacto,:hIcluiling attorneys fees,casts,and,expensch.Concede,matters
nay be processed through fitilpshm or arbifntion at the cola disetideii of Contractor.TUC lhilum 01 Customer to make proper payment to Contractor when due shalt colbtle'Contmclo,at its discretion,to
suspend all work,shipinents cndlerwntromies until full payment is mode or terminate this contact.
6,All Deed flosidoed Communhiess,coathisrona hairrawtierg association members raust assist in approval arproducts.Any required approvals am tire sole riesponsibin(y orthe lainscowner.
7.Buyer is solely tespoosiblc tar moving furniture,removing and replacing blinds and any atann systems mar or atmdted to any opening that walk It being pertosmed-weather rite m iodows.will not be.
finandalfy responsible for damage afsuch items,fumitum,midlar floors or any other damage Incurred by Buyer,Buyca's home orpropedy wlatcm or.
S.path parties tigirce'that any dispute atising faces ibis agreentrinshall be kept private and cbsifiderkdrd ad not filed orracordcdin any publicrecord.Tin:Do ragmestokeepthistransactionandarty
issue arising from this transaction private,and not P discuss,publish Or dissetninatie any information without prior written consent or%%Ihw-rite Wmdows.A dispute aching from this contract shall be
heard by an arbitrator agreed to by both panics and po d.for solely by the.Buycr. '
9.Should Contmetwempioy an atlomeyto hisl(lule lidgatian or arbilmitomp enfarco any ofthc provisions hcn:ot to protcaihs interest in'onymattcrarising ourofor related to this Agreemeiil,Cantt9ctar
shot,be entitled a.recaver from f o,Customecall otits attomey's fees and costdapemas imvred therein,inc,uding;adomcy's fees,andcostdlexpcaste lowered at mediation,administmeleg,appellate
or bankruptcy proceedings,
10.11io sale compt in to binding erbitredon shall be for nonpayment,tn'which case Wuaihcr T ind at its solo discretion may request arbitration•ar any other means allowed by)ow,
t LAny and all bounced checks wilt be charged a bounced check fee o'r.S3g,or the maximum amount ahmved by taw;should a contact have to go to colleclioas buyer shalt pay two tmesihe collecdon fete
incurred and any legal Brother fees incurred by Weather.Tlta
12.Weathm,Tfic is not resprmsibla for rebmcs,tax credits matter any other Ind party progamslincentives.
O.Shauid WhcttficrTdc Wtndovs not rceeive 1411paynieat orthe above coniracransount for any rcoson,including agreed upon reductions in die contract amount,your wztmmy tram weather*rhe Wmdovs
shaft be null and wid,yaw only wamnly shall be the minimum I yearaa required by law diem applicable.
W:Coptaerordlsclaiws all liability(orall olnims raider ntis contact andlor w artaulg disputcy,rights,tosses,damages,causes'of-action or controversies(miles")perfa(n,ng to Mold,.gsowvih ofmold,
rnildmv.Ibngi:bacteria,oruay organism on any surface of de wdndnwv.door orstructure(vvhethcron the exposed or unexposed surfaces),Including Clalmsdrising out afar relating to brie deteeslon,
removal,dispmah a ccmedinfionnrany of die above,whether those Charm arise ie.lov,equity,contact.waraq%ton,or Weird,or sale statutory dates,cad mvhether those Claims arc based on the
acts or omission's orcommmor or individuals or entities under Carl"rncta's coniml.The Customer is solely liable and responsible firaltdamgm whether actual or consequential,caused by my of the
obnsc•mid incurred byCustomer,Conimaw or third parries.
15.Cotuadfor shall not be responsiblefsiaddRional carts regidW dire to the exhuame of utilities,we insulation,deteriorated structure or other subsurface or latent edddhldns that dragol disdastd in
writing to Contractor,Should concealed or unknown conditions tp an existing structure be at vadance with canrgtions indicated in the description of the work to be performed,Imam those ordinarily
cncemucted and generally msmgnircd as inherent in work of fhaehamctcr provided for la this hgn'emc i4 the Agreemcnt.pdcc shad be equilabiyadjusted upon notice thereof tram the Contractor to the
Customer,
16.Contmator and Customer agree to allocate'certain of Aho dskf so that,to die fuMsl aUcgt permitted by law.Contractor's taabaggr8galc(iability to Commer is limited to the dollar ameent ordic
Agreement for.any and all irdudus,do ranges,claims,expenses or clidaexpen'ses including-atfpmeys'fees,c osisand expenses Wising caterer relating to thisAgrecmedt regardless orwhenccr it is hosed
In svananty,tort caatath sbicl liability,negligence,cross,emissions,or from any other cause or causes.
17.E ach provision of the Agreement shall be constihei!'as If both parties mutually drafted this Agreement.eta prevision or this Agreement(or the application arts)is held by a court or mbhnttorto be
invalid or ufienfrmcahle,that provision will be deemed separable from the remaining provisions or the Agreement,will be refam:4anforco l to the extent that it invalid and enforceable,nod will not
p(tect thc.valwity or iaarpreaton of the other provisions or the opplicat in urthat provision to a person or 6imumsance,to which it is valid matenfarcoubfe.,Hetldfngs artidorconvenience only and do
not affect inicrpretaiion.This Agreement records die entire agreemept artle parties and supersedes ahyprevious or contemporaneous agiecinedt,undbmanding,or representation;mid aeur darn,by the
parties.All documant0exw6is rafatrad Twin Wit Agrcementaaan integral pan or the Agreement apdareinecupomted by refocam '
BUYER ACKNOWLEDGES RECEuiror AN EXECUTED COPY or THM-AdREEMENT.BUYER HEREBY AGREES TO THE TERMS AND 0ONDMONS OF THiS ORDER
BUYER AckNO WLEDGES T1III RECEIPTor A TRUE COPY OF THISCONTRACY DISCLOSURE STATEMENT,WARRANTIES,GUARANTEE'S,.NOTICE OF RECISION OR
NOTI#OF CANCELLATION.
ALL CONTRACTS SUBJECT TO OM, CE A.PPT20V L. T.C'A��W
,,A IV.SION OF HOLLAIti'DER.EXTERIORSI fflC.
BUYER G� S$#
BY! BUYER SS#
B,TUYER'S.RTGHT TO CANCEL
YOU,THE BUYER,MAY CANCEL THIS TRANSACTION AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD.DUSINFS5 DAY AFTER THE DATC OF Tms
'TRANSACTION.CANCELLATION BY THE BUYER AFTER THE RIGHT TO RESCIND HAS PASSED,SHAI.LBE DEEMED A MATERIAL BREACH OF THIS
AGREEMENT AND ENTITLES THE COP(TR?,CI'ORS TO DAMAGES EQUAL.TO(60%)EIM, Y PERCENT OFTHG AGREED CONTRACT AMOUNT.
' autrlbmmm wlutrramre 1<nmr:Pouter pick:a,qm
WronloA 04114
INSTR#2O2OOi9692OR BK 1 0,048 PG 552 Page I of I
02/05120M 07:22 AM IRcpt:2132129 Rec:�10.00 DS:0,00 IT:
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptrolle0r,00
Permit Number
Parcel ID Number 6-3-'A1V-:7-Q-E C)
NOTICE OF COMMENCEMENT
State of Fl=hda
County of—C—C—Lsco--------
THE UNDERSIGNED hereby gives notice that improvements Will be made to certain real property, and in accordance with Section 713.13 of the
Florida Statutes,the following Information is provided in this NOTICE OF COMMENCEMENT.
I.Description of property(legal descripgon): Q— — --(D LRD
a)$test Uab)Address- _Cg4:t�j bkj ch _LW 3'
2.Goneral description of improvements- Replace Size for Size Windows
3.Owner Information or Lessee information if the Lessee contracted for the improvement-
'Th2tj )r—,Z:!�p
a)Name and address: kp tri. LuMpl R 35Y31-2
- —W—Lftw�
f—es sijm'Pl�titleholder i(fif different than Owner Ih above b)Name and address of listed a ove
c)Interest In property:
4.Contractor Information
a)Name and address: Weather TRe Windows 2119 W.Columbus Dr.Tampa.FL 356D7
b)Telephone No.: 8113-008-01131 Fax No.:(optional)
S.Suraty(If applicable,a copy of the payment bond is attached)
a)Name and address: NfA ...............
b)Telephone No.:
c)Amount of Bond:
6.1-ender
a)Name and address: MIA
b)Telephone No.:
7.Persons within the Slate of Florida designated by Owner upon whom notices or other documents may be served as provided by section
713.13(1)(a)7.,Florida Statutes;
a)Name and address. N/A
b)Telephone No.: Fax No.:(Optional)
8.a.ln additionto himself or herself,Owner designates of
to receive a copy of the Lionor's Notice as provided in Section 7113.13(I)( ),Florida Statutes.
b)Phone Number of Person or eniffty designated by Owner, N/A
9.Expliration date of notice of commencement(the expiration date may not be before ft completion of construction and final payment to the
contractor,but will'be 1yearfrorn the date of recording unless a different date Is spa Iffed):- '20
WARNING TO OWNER;ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE
CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTION 7113,13,FLORIDA STATUTES,AND CAN MULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON
THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT,WITH YOUR LEND611 OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of per r aye read the foregoing notice of commencement and that the facts stated therein are true to the best of my
per
knowledge <ef 1 7
(914-wFiL of�ment
orleesaecrowane?sor' ee! Kulhofted0fte W Namp and PloWa Sip nator/sTif.e/Ciffir-al
WasMowl d " fore mo,this
The RngDlnga a d e A otil day of —k-1 .20
clypp or authority,c.gAilm,busies,aftney In fact)
by eln�- i3j4t.& as
7
jv
for Weat T eVVIndows as Contractor
f Person) (tMa Of authority'...0'g.010mr.Itualea.atimoy In fact)
for C—kCVV1- k9tA4t3 er'1' (name of party on behalfof whom instmirrarit was Pxecuto.
Produced ID Personally KnvW r I
Type of ID DL Notary Signature
Print name
Rt Patrick Van s
e9a
ExplRW.April 20,2022
2 ep(etc e is
Welather Tite Measure Sketch Sheet 'I
CustdmerName/Number ���?92 FL Product Approval NO
Exposure.( , Size for Size Replacement Ye No
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M IAM PDADE MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) ; 11805 SW 26 Street,Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NaA) „>w,y.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by,the Authority
Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control
Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right
to have this product or material tested for quality assurance purposes. If this;product or material fails to
perform in the,accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code,including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW-5520,Vinyl"PVC Fixed Window
APPROVAL DOCUMENT: Drawing No. M0-5520.0 titled "Vinyl Fixed Window NOA (LM&SM)",
sheets 1 through 11.of 11,.dated 09/09/14,with revision B dated 06/06/17,prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control
Section.
MISSILE.IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear.a permanent label with the manufacturer's name or logo, city, state,
model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of,the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded,; by the words Miami-Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed,then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0629.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez,P.E.
MIAMI•DADE COUNTY ;NOA No. 17-06_a
Expiration Date: April 30,2020
6,2017
J 1717 Approval Date: October 2
l� Page 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0930.25)
2. Drawing No. MD-5520.0 titled"Vinyl Fixed Window NOA (LM&SM)", sheets 1
through 11 of 11, dated 09/09/14, with revision B dated 06/06/17,prepared by
manufacturer, signed and sealed by Anthony Lynn Miller,P.E:
B. TESTS
1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2)Large Missile Impact Test per FBC,TAS 201.-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked-up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer'NXTTM spacer system and XL
EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E.
(Submitted under previous NOA No. 1 6-0629.12)
2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test,per FBC,TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94
along with marked-up drawings and installation diagram of a PVC fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7897, dated
08/01/14, signed and sealed by Idalmis Ortega,P.E.
(Submitted under NOA No. 14-0930.25)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5tb
Edition (2014), dated 09/18/14 and 04/07/15,prepared by manufacturer,signed and
sealed by Anthony Lynn Miller,P.E.
(Submitted under NOA No. 14-0930.25)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER).
�J�LLJQ 94_0,-�-
Manuel P ez, .E.
Product Control xa iner
NOA No.1 - 614.09
Expiration Date: April 30,2020
Approval Date: October 26,2017
l -1
j -
PGT'Industries,Inc.'
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers"dated 01/19/1-7, .
expiring on 07/08/19.
2. Notice of Acceptance No. 14-091.6.11 issued to Kuraray America,Inc.for their
"SentryGlas® (Clearr and White) Glass Interlayers" dated 06/25/15,expiring on
07/04/18.
3- Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA
for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated
08/10/17, expiring on 02/28/18.
4. Notice of Acceptance;No. 16-0712.04 issued to ENERGI Fenestration Solutions USA_ ,
Inc."for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC
Exterior Extrusions for Windows and Doors"dated 09115116, expiring on 04/16/20.
5. ' Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA,
Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows
and Doors" dated 09/15/16, expiring on 04/16/20..
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition(2014) and FBC .
61b Edition(2017), dated August 29,2017,issued by manufacturer, signed and sealed
by Anthony Lynn Miller, P.E.
2. : Statement letter of no financial interest, dated June 9, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
•3. - Proposal issued by Product Control, dated 6/26/14, signed by Jaime Gascon, P.E.
Supervisor,Product Control Section:
(Submitted under NOA No. 14-0930.25)
4. Proposal No. 16-0125 issued by the Product Control Section; dated March 09,20.16,
signed by Ishaq Chanda, P.E.
(Submitted under previous NOA No. 16-0629.12)
G. OTHERS
1;. Notice of Acceptance No. 16-0629.12, issued.to PGT Industries, Inc. for their Series
"PW-5520 Vinyl"."PVC.Fixed Window—L.M.L.approved on 08/04/16 and expiring
on 04/30/20.
i
;
Manuel a z,:P.E.
J Product Contr aminer
NOA No. 7-0614.09
Expiration Date: April 30;2020
Approval Date: October 26,2017
E.-2
GENERAL NOTES:SERIES 5520 IMPACTRATING DESIGN PRESSURE RATING
IMPACT RESISTANT,VINYL FIXED WINDOW LARGE&SMALL MISSILE VARIES PER GLASS TYPE.SEE
Y)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF IMPACT RESISTANT TABLES 4-13,SHEETS 6-10
THE FLORIDABUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MAX BUCK WIDTH SEE TABLES 4-13
(SHORT OR LONG SIDE) MAX BUCK WIDTH SEE TABLES 4-9
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. MAX .C.SEE 1.25"MAX,
- - (SHORT OR LONG SIDE]
FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ.THE OUTBOARD -O
B,SEE TABLES 413 6'MAX. D.SEE MAX.O.C.SEE TABLES 49
LITE(CAP)MUSTTEMPERED. SHEETS i SHEET4
J •.✓:::,tq>ng u pith Ih:.:'&YXtt
3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY
APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE I I �n:x�cx;� 4,.
SOUTHERN PINE,ASTM C80 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER VISIBLE VISIBLE �:;�; �Drlr
ANCHOR TYPE. LIGHT WIDTH MAX.BUCK LIGHT WIDTH
HEIGHT,SEE p�
4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. -- TABLES 413 r h'%�^': Dede Pcsdun•..o:
1X WOOD BUCKS ARE OPTIONAL IF UNITIS INSTALLED DIRECTLY TO SUBSTRATE.WOOD (LONG OR I
BUCKS DEPICTED AS 2X ARE 1.12'THICK OR GREATER IX AND 2X BUCKS(WHEN USED) i i SHORTSIDE) - - JR-06106/17-UPDATED
SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK r I VISIBLE r - VISIBIF ANCHORAGE TO FBC 2017.
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER(EOR)OR A LIGHT A,SEE C LIGHT C,SEE o
ARCHITECT OF RECORD,(AOR). I HEIGHT SHEET3 I / HEIGHT SHEET4 .S
5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR I / I /
STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE EMBEDMENT.INSTALLATION 'MAX.BUCK
ANCHORS SHOULD BE SEALED.OVERALL SEAUNGIFLASHING STRATEGY FOR WATER HEIGHT,SEE
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE MAX O.C. 1 TABLES 4-9
SCOPE OF THESE INSTRUCTIONS. SEE TABLES (LONG OR :j m
443 MAX.O.C. I SHORT SIDE) W N
Y
.9
6)MAX.1/4"SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT SEE J. w O)
IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED _ TABLE 9 p o W co 9 p
LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS - I•I }n 0100 O
IMPOSED ON THEM BY THE WINDOW. B- _� 6'MAX —;-I I-+— D —_ 125"MAX. �{ 1+— 00 cM F w
7)oeslGN PRESSURES: TYP.EQUAL-LEG/BOX& TYP.INTEGRAL FIN&J-CHANNEL O ttl o 1 p
A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAUCYCLE TEST PRESSURE,FRAME Z m S. v"' 0 �
ANALYSIS AND GLASS PER ASTME1300. FLANGE FRAME(90"CORNERS) FRAME(90"CORNERS) =w
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL/CYCLE TEST (ANCHORED THROUGH NAIL FIN) W— m .oN
PRESSURE,FRAME ANALYSIS AND CLASS PER ASTM E1300. 1— 1.25'MAX• I—W .7 00 ,1M1t0
C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASO. 6°MAX --►� y`
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS 6'MAX ./ Z�' Q Q LL
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 633-1/3%D STRESS INCREASE V
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR MAX. Z W O
WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO MAX.O.C. MPJC.O.C.SEE O.C. L I
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE BEE TABLES / SEE W
I TABLES 4-9
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 4-13 1 e i TABLES ® r 0 M hays
r 1 49 Z_ � Vf
9 METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER MAX.O.C.
Z
CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING SEE TABLES
JURISDICTION. VISIBLE4-13 VISIBLE - a X Z UFLIGHT LIGHT0
HEIGHT Q2
10)REFERENCES:TEST REPORTS FTL-7697;ELCO ULTRACON NOA;ELCO CRETEFLEX NO& 7 / HEIGHT MAX BUCK w J LUIn
ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&
BRONZMI[GHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN / MAX.BUCK / HEIGHT,SEE U Z W CL
SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM DESIGN MANUAL HEIGHT,SEE TABLES 4-9 (� d
TABLES 4-9 (LONG OR all �sap saua5
11)"PVB"=.090-TROSIFOL®PVB BY KURARAY AMERICA,INC. VISIBLE (LONG OR VISIBLE SHORT SIDE)
"SG"=.090"SENTRYGLAS®INTERLAYER BY KURARAYAMERICA,INC. LIGHT WIDTH SHORT SIDE) - _ LIGHT WIDTH `\``7111 Nf ffff,
6"MAX. `�• �Q�Y LY
GENERAL NOTES.........................1 VISIBLE LIGHT FORMULAS I. I.I . . . . . . .I'I `:�a'�: VGENSF •.C(��'
ELEVATIONS........................_.......1 � � 1� �� 1.25"MAX.. � � ••'P
FRAME,GLASS&ANCHOR WIDTH:BUCK WIDTH T-4-3/1 L
MpX O C "1 g-MAX, 1,25" MAX.O.C.SEE TABLES 4A ��HEIGHT:BUCKHEIGHT-4.T/16" �--►•r MAX
OPTIONS......_.....................2 SEE TABLES 413
INSTALLATION,FLANGE& CODES/STANDARDS USED: - MAX.BUCK WIDTH SEE TABLES 4-13 MAX.BUCK WIDTH SEE TABLES 4-9
EQUAL LEG..........................3 •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION (SHORT OR LONG SIDE) (SHORT OR LONG SIDE) V �`
INSTALLATION,INTEGRAL FIN& •2014 FLORIDA BUILDING CODE(FBC).5TH,EOITION TYP.INTEGRAL FIN 8
J %O•'. STA lV
TYP.EQUAL-LEG/BOX&
�HANNEL........................4 -ASTM E7300-09
GLAZING DETAILSS........................5 .ANSUAF&PANDS-2015 FOR WOOD CONSTRUCTION FLANGE FRAME-CU( RVED J-CHANNEL FRAME(CURVED OR
DESIGN PRESSURES...._.............6.10 -ALUMINUM DESIGN MANUAL,AOM-2015 OR ANGLED CORNEE ANGLED CORNERS) '•S�O/VAL
BOM&ASSEMBLY......................11 •AISI S100-12 (ANCHORED THROUGH NAIL FIN) f /f 111111111
•AISC 360-10 A.LYNN MILLER,P.E.
RES 58705
TABLE 1:
Glass Table 'A'=ANNEALED WINDOW FRAMES MAY BE ANY OF THOSE SHOWN BELOW: -
Type Description # 'H'=HEAT STRENGTHENED
TEMPERED
7 718"Laminated I.G.:118"A Exterior Cap+7116"Air Space+5116'laminated;(2)Liles of 118"A Glass with.090'PVB Interayer 4 'PVB-=.090"TROSIFOL®
6 718"Laminated LG.:118"T Exterior tap+7/16'Air Space+5/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interayer 5 PVB BY KURARAY 8 )�
OR
9 718"Laminated I.G.:3116"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 6 G"=.09" INC. BOX AL �Q -
5G°=.090"SENTRYGLAS® �Q EQUAL
10 7/8'Laminated I.G.:3116"T Exterior Cap+3/8"Air Space+5/16"Laminated;(2)Lites of 1/8'A Glass With.090"PVB Intedayer.. 6 INTERLAYER BY KURARAY" FLANGE
J LEG
11 I 1'Laminated I.G.:1/8"T Exterior Cap+7/16"Air Space+7/16"Laminated:(2)Liles of 3116'A Glass with.D9T PVB Interlayer 7 AMERICA,INC. Q
12 1"Laminated I.G.:3116'A Exterior Cap+31W Air Space+7/16"Laminated;(2)Liles of 3116"A Glass With.090"PVB Interlayer 8
13 1"Laminated I.G.:N16'T Exterior Cap+316"Air Space+7/16"Laminated;(2)Liles of 3/16'A Glass with.09D"PVB Interlayer 9
14 1'Laminated I.G.:3116'A Exterior Cap+3/8'Air Space+7/16"laminated;(2)Liles of 3116"A Glass with.090"SG Interlayer 10
15 1"Laminated I.G.:3116'T Exterior Cap+3/8'Air Space+7116"Laminated;(2)Lites of 3116'A Glass with.090"SG Interlayer 11 r171
TYPES 14 THROUGH
16 1"Laminated I.G.:1/8"T Exterior Cap+7/16'Air Space+7/16"Laminated:(2)Liles of 3116'H Glass with.090"SG Interlayer 12 NOT BE USED WITH5EJ
17 1°Laminated I.G.:3/16"TExterior Ca +3/8"Air S ce+7/16"Laminated; 2 Liles of3f16'H Glass with.090"SG Interla er 13NEL OR INTEGRAL
P {� () Y MES.
J-CHANNEL �Q INTEGRAL TABLE 2:ANCHORS INSTALLED THROUGH FRAMEFIN
Group Anchor Substrate Min-Edge min. MIN. F 3 THREADS
Distance Embedment B YONDTHEMETAL
P.T.Souther Pine(SG=0.55) -' 7116" 13/6" SUBSTRATE. °
# SMS Steel,AW 318" 0.050"
(Steell,,18.8 S.S. "UNGROU7ED CMU"
. or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) VALUES MAY BE
A Aluminum,606345' 3/8" 0.050" USED FOR GROUTED
P.T.Southern Pine(SG=0.55) 7116" 13J8" CMU APPLICATIONS.
3119'steel Ultracon Concrete(min.2.85 ksi) 1" 1318"
Ungrouted CMU,(ASTM C-90) 2-1/2" 1AW
#12 SMS P.T.Southern Pine(SG=0.55) 9116" 13/8" ALL ARCHITECTURAL WINDOW SHAPES QUALIFIED,COMMON EXAMPLES SHOWN.INSCRIBE THE SWIPE IN A BLOCK(SEE EXAMPLES
(steel,IM S.S. Steel,A36• 3/8' 0.0501- BELOW),AND OBTAIN DESIGN PRESSURES FOR THAT BLOCK SIZE FROM DESIGN PRESSURE TABLES 4.13.SHEETS 6a10.
Or 410 S.S.)
Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Go-)
LONG LONG LONG SHORT
B Aluminum,6063-T5' 3/8' 0.067 Imo __SIDE SIDE SIDE +I S1DE (�
114"steel Ultracon P.T.Southern Pine(SG=0,55) 1' 13/8"
PRODUCT LL1,'VIS W
1/4"steel CreteOex P.T.Southern Pine(SG=0.55) - 1" 13/8" �w zw �w es pt".S wir6 rkn Fio*k
po I Oo f/ O� iIdding Cob:
1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" Iali" xw x. P/ x y P a No (of ;
Concrete(min.2.86 ksi) 1" 1-314" u ' w F., n Rme ZD
1/4'steel Ultracon 1 9 B�
C Ungrouted CMU,(ASTM G90) 2-1/2" 1-1/4" n
LONG LONG LONG LONG LONG O
1/4°steel C etellex Concrete(min.3.35'ksi) 1° 13/4" I- SIDE yl I` SIDE yl I- SIDE ♦• SIDE SIDE-�{ z0 y� fi Dad.t'<oAoU
114"steel Ultracon Concrete(min.2.85 ksi) 2-1/2° 1314" T r--- T - - T r--- T r- -, T r
Concrete(min.3.35 ksl) 2-112" 13/4' r NO CHANGES THIS SHEET.
1/4"steel Creteflex xw Mw wu o:w ,rw
D UngroI'd CMU,(ASTM G90) 2-1/2' 1-1/4" 3:0il / =w � � =�°-r � =N � =y � 1
IW steel Aggre-Gator Concrete min.3.275 ksi 1-1/2" 13/8
Grouted CMU,(ASTM C-90) 2". 2" 1 1 1 L L rc
TABLE 3:ANCHORS INSTALLED THROUGH INTEGRAL FIN
---- ----- -
or - --- -- - S -- -- - -Min;Edge Mln..-- - - - ----
Group Anchor Distance Embedment' `N%ONY LYIUq/rr��i,�
E 2-112'x.131'Common Nail P.T.Souther Pine(SG=.65) 318' 2-7116" 1070 TECHNOLOGY DRIVE .• tEN �!
3 /
21/2"Rirg-3hank Roofing Nail P.T.Southern Pine(SG�. ) 3/8' 2-7116" Material Min.Fr Min.F° N.VENICE,FL 34275 - Q� F •�F�
P-T.Souther Pine(SG=.55) 1/2' 1-we" Steel Screw 92 ksi 12o ksi (941)-480-1600 No.58705
#10 Trusshead EMS
Aluminum,6063-T5' 3/8' 0.050" 1&e Screw 60 ksi 95 ksi
(steel,1&8 S.S. 410 Suety 90 ksi 110 ksi T COPYRIGM 02017 PGT INDUSTRIES,INC. --9
or410 S.S. Steel Stud,Gr.33' 318' 0.0451'(18 Ga) CERT.OF AUTH.#29296 ALL RIGHTS RESERVED
F ) Steel,A36• 3/8' 0.D50" FUco atone 57 ksi 9S ks ��O A
'MIN.OF Elco muflCon® 155 ksi 177 ksi VINYL FIXED WINDOW NOA LMBSM 9/9/14
P.T.Souther Pine(SG=.55) 9/16" 1318" THREADS 410 SS Elco CraeRexG 12T•4ksi 169.7 ksi ( ) o° lC �ORIDA.••'���
#125MS BEYOND d •..-.AL
(steel,118-8 S.S. Steel Stud,Gr.33'• 3/8. -0,050° THE Gro68hTS� num eel 3sksi 58ksi GLASS/ANCHORSIFRAME OPTIONS o$ J ROSOWSKI r1,�ONAl.1�?`�
or 410 S.S.) METAL Gr.33 Sled Stud 33 ksi 451, _ m
Steel,A36' 3/8° O.D50' SUBSTRATE. v PW-5520 ,v NTS ° 2 OF 11 z° MD-5520.0 B A.LYNN MILLER P.E.
y P.E.#68705
INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION ION OPTION 2 INSTALLATION OPTION 3
ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND IX
INSTALLATION DIRECTLY INTO CONCRETFJCMU. BUCKSTRIP INTO CONCRETEfCMU.
OPTION I EMBEDMENT SEE NOTE 2,THIS SHEET.
ANCHORED THROUGH EDGE DISTANCE 114"MAX EMBEDMENT
FRAME INTO ZX WOOD SHIM
FRAME OR BUCKSTRIP. 4 SHIM
SEE NOTE 2,THIS SHEET.
EDGE EDGE
FLANGE EMBEDMENT DISTANCE DISTANCE
FRAME
SHOWN
o-JL—. -�L-fczb TYP.ANCHOR TYPE, l"THICK I.G.
---11/4'MAY. TYP.ANCHORTYPE,
SHIM EMBEOMENTANDEDGE EMBEDMENTAND
DISTANCE PER —EDGE DISTANCE PER
TYRANCHORTYPE, SUBSTRATE, SUBSTRATE.SEE
EMBEDMENTAND SEE TABLE 2,SHEET 2. TABLE 2,SHEET 2,
EDGE DISTANCE PER
SUBSTRATE SEE
SHEET 2.I TABLE 2,SH' 8*THICKI.G. c
R VISIBLE LIGHT WIDTH —i u
FLANGE EXTERIOR 7 FRAME EQUAL-
NOTES: SHOWN LEGIBOX
718"THICKI.G. BUCK WIDTH FRAME
1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS SHOWN
LISTED ON TABLE 2,SHEET 2.FOLLOW EMBEDMENT
AND EDGE DISTANCE LIMITS.MY INSTALLATIONHORIZONTAL SECTION A-A
OPTION SHOWN MAY BE USED ON ANY SIDE OFTHE
WINDOW.
• DADE APPROVED MULLION,FBC COMPLIANT ALUMIN=STEEL FRAMING OR STEEL STUD.
2)MASONRY ANCHORS MAY BE USED INTO WOOD AS MAY BE V-MnCAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE S.SHEET 2.
PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS THAN
BUCK VISIBLE 1-1/2"THICK ARE TO BE CONSIDERED IX- 1/4"MA>L
HEIGHT LIGHT INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF SHIM #lDOR#12STEEL 114*MAX.SHIM
HEIGHT UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD '/z sms(GS),SEE
BUCKS DEPICTED AS 2X ARE I-Ilr THICK OR TABLE 2.SHEET 2.
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE.WOOD BUCK DESIGN AND :j4y!s'8
INSTALLATION IS THE RESPONSIBILITY OF THEAcrrlr Q-.k
• ENGINEER OR ARCHITECT OF RECORD. oq
a enw.
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRED BY
TO AS DAYLIGHT OPENING)IS MEASURED FROM t.:sai do Product
I'THICK I.G. BEADING TO BEADING.
FLANGE EQUAL
FRAME LEG/BOX NO CHANGES THIS SHEET.
SHOWN FRAME
TYRANCHORTYPE, SHOWN
EXTERIOR EMBEDMENTAND EXTERIOR
4 EDGE DISTANCE PER
SUBSTRATE,SEE INSTALLATION INSTALLATION
EQUAL- TABLE 2,SHEET 2, OPTION 4 OPTION 4
LEGA30X ANCHORED THROUGH FRAME INTO METAL
EQUAL-.0
IG, E
FRAME ANCHORED THROUGH FRAME INTO METAL
. W. 1/4"MAX.SHIM
SHOWN LYOA/
1 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
Z 140,59705
(941)480-1600
EMBEDMENT
COPYRIGHT&2017 PGTINDUSTRIESINC,
VISIBLE LIGHT FORMULAS
A
CERT.OF AUTH�#29M ALL RIGHTS RESERVED
INSTALLATION
WIDTH:BUCK WIDTH-4-3/16* VINYL FIXED WINDOW NOA(LM&SM) Z
HEIGHT:BUCK HEIGHT-4-VI6" 9/9/14 "'ACIRION
ANCHORED THROUGH EDGE DISTANCE
O FRAME DIRECTLY INTO FLANGE&EQUAL-LEGIBOX FRAMES J ROSOW';KI ";,,/ WL
CONCRrIEICMU. VERTICAL SECTION B-B "'ItIliI I
-s A.LY
PW-5520 NTS PN MLLEP
3 OF 11 MD-552D.0 B r P.E.
958705
INSTALLATION DETAILS„FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION INSTALLATION
1/4'MAX.SHIM OPTION 6 OPTION 5
INSTALLATION OPTION 5 ANCHORED
ANCHOREDTHROUGH THROUGH INTEGRAL FIN 114"MAX.SHIM
I r
ANCHORED THROUGH EMBEDMENT —� FRAME INTO 2X WOOD
INTO 2X WOOD FRAME OR BUCKSTRIP. EDGE DISTANCE
FRAME OR BUCKSTRIP.SEE
INTEGRAL FIN INTO 2X WOOD 4� EMBEDMENT NOTE 2,THIS SHEET. SEE NOTE 2,THIS SHEET.
FRAME OR BUCKSTRIP.SEE I
NOTE 2,THIS SHEET. - EDGE 1 -
��— 3
EDGE DISTANCE DISTANCE
J-CHANNEL 5 Q \
FRAME
SHOWN
EMBEDMENT
AR1"THICK I.G.1/4'M/U(.SHIM TYP.ANCHORTYPEEMBEDME.7E.TYP.ANCHOR TYPE. EDGE DISTANCE PER
EMBEDMENT AND EDGE SUBSTRATE,SEE 1�
�6 DISTANCE PER SUBSTRATE, TABLE 2,SHEET 2. I �I INTEGRAL
SEE TABLE 3,SHEET 2. (SCREW SHOWN) II � FIN EMBEDMENT ANDEDGE
5 (NAIL SHOWN) E= 7/8"THICK I.G. ��0 FRAME DISTANCE PER SUBSTRATE,
SHOWN SEE TABLE 3,SHEET
J.CHANNEL EXTERIOR VISIBLE LIGHT WIDTH 7 (NAIL SHOWN)
FRAME
718"THICKI.G. NOTES: SHOWN
-
1)USE ONLY SUBSTRATE-APPROPRIATE - BUCK WIDTH
ANCHORS LISTED ON TABLES 2&3,SHEET 2. HORIZONTAL SECTION C-C -
FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS.ANY INSTALLATION OPTION SHOWN MAY DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMSTEEL FRAMING OR STEEL STUD,
BE USED ON ANY SIDE OF THE WINDOW. MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2
2)MASONRY ANCHORS MAY BE USED INTO WOOD ' -AS PER TABLE 2,SHEET 2.ALL WOOD BUCKS LESS
BUCK VISIBLE THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X
HEIGHT LIGHT INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL
HEIGHT IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - 114"MAX.SHIM .;#10 OR#12 STEEL ,gam 1/4"MAX. P
WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK SIMS \ —� '1- SHIM
OR GREATER 1X AND ZX BUCKS(WHEN USED) TAB(GS),SEE
SHALL BE DESIGNED TO PROPERLY TRANSFER TABLES 2&3,
LOADS TO THE STRUCTURE.WOOD BUCK DESIGN SHEET 2. rPoE, ita'VISFFi1
•s••:enP:_v:E.With It=Florkk
AND INSTALLATION IS THE RESPONSIBILITY OF -,;,iim3 Co•ir.
THE ENGINEER OR ARCHITECT OF RECORD. 1 - •ORS
.cT�r:tinv^•sue
3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO
1
REFERRED TO AS DAYLIGHT OPENING)IS -
1'THICK I.G. MEASURED FROM BEADING TO BEADING.
Q h`::t" ?1.ad•`?rr-0cct
FIN
C ANGE M MAY AY
FLANGE BE NO CHANGES THIS SHEET.
REMOVED IN-FIELD
INTEGRAL FIN EXTERIOR c
TYP.ANCHOR TYPE,EMBEDMENT FRAME SHOWN
EXTERIOR STANCE PER LL p
a 3 SUBSTRATE,AND EDGE ISEE TABLE 3,SHEET 2. INSTALLATION OPTION 7 INSTALLATION OPTION 8.
INTEGRAL (SCREW SHOWN) INSTALLATION THROUGH THE INTEGRAL FIN. INSTALLATION THROUGH THE FRAME,
- -INTO METAL,SEE TABLE 3,SHEET 2.- - - ---- - -- - INTO METAL:,-SEE-TABLE 2,SHEET-2.----- --------- -- -- -- ---- - --- --FRAME - --—__--- 1/4'MAX--- --- ---- -' -SH --
SHIM �
OWN o o 1070 TECHNOLOGY DRIVE `�`�``
INSTALLATION N.VENICE,FL 34275
OPTION 5 EDGE (941)-480-1600 58705
DISTANCE _*; Nu.
ANCHORED THROUGH COPYFiIGHf®2017 PGT INDUSTRIES,LNG
INTEGRAL FIN FORNTO CIRT.OF AUTH.1{29296 ALL 20-17 PITSERVED '
WOOD FRAME OR VISIBLE LIGHT FORMULAS
BUCKSTRIP.SEE NOTE 2, F
WI 4-3/ '•
WIDTH:BUCK WIDTH = VINYL FIXED WINDOW NOA LMBSM (<` '•.,<ORIDP..•'GZ
THIS SHEET. ----'�- EMBEDMENT ( ) 0 9/9/14 F
HEIGHT:BUCK HEIGHT-4-3116" % is „ \
J-CHANNEL&INTEGRAL FIN FRAMES 2& J ROSOWSKI
VERTICAL SECTION D-D o
7 PW-5520 NTS 4 OF 11 o z° MO-5520.0 B A LYNN MILLER,P.E.
�n i� RE A 58705
7/8*N W" 718'N K 718'N M.
5/16"AIA PVB— 5116'AtA PVB I l 5116"AIAPVB f 511 V'AIA PVB
7116"AIR SPACE--\ 7116"AIR SPACE-- 3/8'AIR SPACE 3/8"AIR SPACE—
1/8"A GLASS--\ 1/8"TGLASS 3116'A GLASS--, 3116"TGLASS
EXTERIOR EXTERIOR EXTERIOR EXTERIOR
GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 GLASS TYPE 10 NO CHANGES THIS SHEET.__
1"NOA1. 1*N M.
V LLJ z
7116'AIA PVB--. 7116"AIA PVB 7116"�ALA PVB 711 6-A/A SG 16
0
3/8'AJR SPACE 318"AIR SPACE— 3/8"AIR SPACE U)
rl-
7116"AIR SPACE I -ro—aO 0 a
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3/16"AGLASS--\ 3116"T GLASS---\ 3116"A GLASS 0 c-, ��:�
' C3
EXTERIOR EXTERIOR \ % • - - --
L
<�i EXTERIOR '�D EXTERIOR L . 2
I fa M
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1/8"T GLASS---\ 3116!'T GLASS---\ BITE TYP. > 0 a.
EXTERIOR <��ERIOR <�3 EXTERIOR L
NY LYNIV
GLASS 16 GLASS TYPE 16 GLASS TYPE 17 No 58705 s
"A"=ANNEALED
W-HEAT STRENGTHENED �pNIFRAMESWH. H'1'=TEMPERED DH.PVWOWTROSIFOLO TYP,GLAZING DETAIL
Pve BY KURARAY AMERICA,INC.
'SG'='OSO'SENTRYGLASS 11110%,
INTERLAYER BY KURARAY AMERICA,INC. A.LYNN MILLER.P.E.
P.E.A 50705
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TABLE 10; _ Use Mis I=
ford
Window Design Pressure,(+i-ps i? 14
3116'A Cap-Airspace-7116"A/A with SG Tree
Wlnd0 Long Slde pn) TABLE DIMENSIONS MAYBE
Dbnens)ons 69.6
7g 80 85 B6 84 92 96 99 ORIENTED VERTICALLY OR
49 71 73 1-
+80!^110 +80/-110 +80/-110 +80l-110 HOR120NTALLY A$SHOWN.
32 +801-110 4801410 +80f-110 +80f-110 1901-110 +801-110 +80/•110 +80l-110 LONG Pt:O icl tP`SSFx
34 +00/-11D +801-110 +BOI-110 +80/414 +801-110 +Sot-110 +BNA1q +801-110 +801-110 +BQt-iQ9.4 +84Ft48.3 +841-10T.6 SIDE Y wsmplyjnr 4+r'-m���" S
Ems- LONGSIDE g,=:;ctine rJ+%r,•
36 +BOW-110 48D!-I10 +801-110 +801t14 +80;-t09.5 +8D7-1QS.fi +BO1-106.8 +801-108.5 +801-105.5 t80i•104.7 +80/-t03.6 +BOt-102.9 c,l.u„�r�N.tl-_a6t4,,.Oc�
3g +80/-109.7 +80%108.9 +801-107.8 +8D1-106.8 +801-105.5 +80%1D4.6 4Rn/-102.7 +BD1-102.4 +80/-501.4 +80/-100,5 +801-99.4 +80/•40.7 .```` ;,•;,,,n,a+tt,�a,rj �?D%D
q0 +801-106.3 +80/-106.5 +801-104.4 +80/-103.3 +8W-101,9 +8Q7-1Q1 +80t-99.1 +807-98.7 +80f-9T.7 +8Qt-96.8 +SDf-95.7 +SQ!•95 SHORT (I� "
SIDE ( 1� S-iia:ni r.Eo Product t_muMFf
42 +80t-SQ3.3 t84f-102.5 +SQt•701.3 tBQt-100.2 +BQt-4&8 +SQ/-97.9 +BDt-95.S +60/-95.5 +80/-94.5 +80f-93.5 +80%92.4 +80/•90.7 ffILLL___...---... _.,.� SHORT
44 +801-100.7 +801-' +80,98.6 +80f-97.5 +801-96 +80/-95 +60f-9Z9 +80/•926 +80/-91.6 +80/-90.4 +BO7.87.1 t80/-Bi.7 � SIDE NO CHANGESTHISSHEET.
46 +801-98.4 +8D/-97.5I +601-SG.2 1 +831-96 +8D/-93.4 +i30f-9Z5 +801-90.3 +SOf-89.9 +BQI.86.1 +841-85.5 +fl0!-83.1 +80f•8t.6
48 +801-96,3 +801-95.4 +801-94.t +BQ/-92.9 +80l-9L2 +801-90.2 +80/-88 +80/-87.6 +80/$4.6 +e0l-82.6 +80!�0.2 +/-78.6 c
v 50 +801-94.6 +801-93.6 +801.922 +801-90.9 +�/419.2 +801-88.2 +801-85,4 +80/-84.6 +80/•62.4 +80/-8Q.2 LONGSIDE -�•-�
irz
= 52 +801-93 +80/-92 +801-90.6 +801 .2 +84l-87.4 +80t-86.4 +80t-83.3 +86f-82.5 +80t-80.2 +i-78 T_
N 54 +80t-91.7 +8Di-90.6 tBDf-84.1 +801-87.7 +80/-85.8 +801.84.T +801-81.3 +80/-80.4 +/-78.1 SHORT �j LONG
56 +80/-Sas +801-89.4 +801.87.8 +BW-B5.4 +801.84.4 +801-83.2 +1-79.3 +/-78.5 SIDE ✓ SIDE Y m
67 +80!-90 +801-88.8 +�tA7.2 +80J435.8 +BW43.4 +80/-82 +i-78.4 LU '"aa
O n at O o
+80!$T.2 +801.86 +80/-84 +84/-825 +BO%80.1 +/-78.6 MAX O.0 SPACING IF ANCHORING MAX.O.C.SPACING IF ANCHORING, N
62 +80/54,6 +801-83.8 +SDf-8Z1 +801 BD.4 +/-78 THROLIGHTHEFRAMEPERSHEETSB&4 THROUGHTHE INTEGRAL FIN PERSHEET4 am O
64 +801-829 +801.82 +BQt-60.1 +1-78.A APPU£SiOB,CORDANCHORS O N �
NOTAPPUCABLE GLASS TYPES 14 THROUGH SNORT I_ O C�•y
66 +8Ql 81,1 +801-00.1 +1-78.3 {Sff TABLE 2) f� C!
C] y eSg
]3.2° 17 MAY NOT BE USED WITH 61DE Z-w uxwrt
68 +1-79.3 +/-78.4 J-CHANNEL OR INTEGRAL Uf
_
�,649 +1-77.T i FIN FRAMES. 0{) g�
LU Z `? ua CO O,xQ
TABLE 71: llse0r�ffiL1e -p
Window Design Pressure,(+1-Pst) ror 17ass 15 i o r
3116"T Cap-Airspace-7116"A/A with SG Tree r r
m
w
O
LonD Side(n)
Wmdow 86 87 91 94 96 99 104 107 t11 3 H rn
D mansions 77.76 79 81 83 ,aa s
36 +80/-510 +BOt•11Q +BO1-110 +801i4 +8W-110 +BW-11Q +8D1-110 +8D1.110 +SQ1-110 +80/-11Q +BD1-110 +801-110 +B0/-510 O� it
Z D Ca
+80t-114 +8D!•110 +84f110 +80r-110 +801.110 +80(•1�.9 +80/-106.5 +80/-107.5 +8p!•108.9 +$0I-106.1 +80f-1Q4.8 +80/-104.1 +801•1 �
42 +801-110 +801.109.8 +80/-108.8 +801-107.9 +801.1D67 +806106.3 +�1-10d.8 +80-103.8 +861.1D3.2 +801-10Q.8 t80t97.7 +BQI-964 +80184.8 vj Z
a+on
44 +60/-107.3 +80'-106.7 tt�J-105.7 +8�iO4.7 +SW-103.4 +8Q1-103 +$OI-141.d +B41-98.6 +801.86.7 +801-94 +801-91.4 +80I9D.3 +801�9.2 ¢ X awl, Q
4g +801-102 +W.101.3 +80l-10A3 +801-99.2 +801.97.3 +801-96.2 +BN-925 +BO/•90.4 +801-89.2 +W-87,3 +801.84.4 +80/827 +80180.5 a W z cv
+1-77
59 +801-99.8 +801-0-1 +ED-98 +801-96,9 +BO!•83.9 +80t-93.1 +801.89.9 +86f•87.7 +80188 2 +801843 +BDt 81.1 +t T9.3 O Z W 0.
51 +8Dt-W.8 +801-96 +BQ/-96.9 +80t-95.8 +BOW-928 +84f-92 +801-86,7 +8D186.4 t80185 +841828 +/796 t177.7 +1-75.3 > O
54 +801-96.1 +80/-95.3 +80'94 +BN-921 +8D189.4 +80/•88.5 +60 85.1 +BO!•827 +80181.1 +/-78.9 +/-753 +173.2 +1-7f1.6 af,U -nsa0 sauas
4 56 +8D/-94 +80/-93.2 +BW-91.8 +801-MA +801.87.2 +801-BB.3 +80r-828 +BO/-80.2 +f 78.6 +1-763 t172 b +t 70.5 \S 1 S T I I I 1 t 1!1
v 58 +8t)/-81.4 +BN-8D.6 +80r-89 +80f-87,5 +801.85.1 +801-84.2 tBfY�D.6 tt.78 +1-75.3 +1-73.8 +/-70.2 \ �(LYN
`�oN.......N y�
� 81 +BN-87.8 +BOt-87 +BW85.3 +BOI.83.6 +801.81.2 +8Df�0.5' +1-77,8 +1-74.8 +1-728 t/-70.4 NOTES:
c 1)BUCK DIMENSIONS SHOWN. ��•• S%CENSF '���
63 +801-85.5 +BU434.6 +80/-828 +80/-81.1 +t-78.8 +1-78 +t-74.8 +1723 +170.6
84 +BOW 84.d t80 83.5 +80t 81.T +1 BD t1-77.5 +/-76.6 t(-73 5 +1-71.2 2)FOR SIZES NOT SHOWN,ROUND UP TO THE *: No.58705
66 +801.822 +8(V.81 2 +/-79.4 +/-77.6 +1.75 +1.74.2 +h71 NEXT AVAILABLE SHORT OR LONG DIMENSION.
+/-� +/-79.1 +/-772 +1-75.4 +1.727 MAX.O.GSPAONG IFANCHORING MAX.O.C.SPACING IF ANCHORING 3)FOR ARCHITECTURAL WINDOWS(SEE SHEET 2), '13
70 +f78 +i-77.1 4- +h73.2 +I 5 Ti{ROUGHTHEFRAMEP£RSHE£TS38d THROUGHTHEINTEGRALFINPERSHEET4 FIND THEsMALLESTSQUAREWINDOWSIZEIN %Q�'.- STA F 'w`";
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`�\`\ �d * ///// Revision• n....�_�.
_ 1070 TECHNOLOGY DRIVE i
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941 -480-1600 0
0 � - ® COMRGT02017 PGTINDSRE.m INC. Z £t6
n �,
=g-r:O 2• CERT.OF AUTH.429296 ALL RIGHTS RESERVED m
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H VINYL FIXED WINDOW NOA(LM&SM) 0 919/14 y
�'/,�F�`R * ��^\`�� DESIGN PRESSURE TABLES E om J ROSOWSKI T g ) '
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1.376' C62* .062- .062, C62
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864' .301' .625' 10 "CHANNEL FRAME 625" 20 FLANGE FRAME 0 INTEGRAL FIN FRAME 0 EQUAL LEGIBOX FRAME
1.3-76-
O
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ALUMINUM
r-SILICONE HOT-MELT BUTYL REINFORCEMENT POLYISO- DESICCANT FILL AREA
STRUCTURAL BUTYLENG 5116'NOM.
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INTEGRAL
$64' .175- SILICONE 6116""NOM. SEAL
STRUCTURAL 1/4"NOM. FOAM WIS"NOM. SILICONE SEAL
ST
RUCTURAL
STRUCTURAL
W
POLYISOBUTYLEN BUTYL&
a wrrm ROLL-FORMED
WITH DESICCANT 7 \ DESICCANT STAINLESS STEEL
I DESICCANT FOAM INIT.GLASS
'S
EKE GLASS EXT.GLASS EXT.GLASS
EXT.GLASS
INT.GLA
INT.GLASS -INT.GLASS SS
MITERED
CORNERS WITH KODISPACE SUPER SDURASEAL@ XL EDGET" 7
IN XTERIOR TERIORAND 8 4SG TPS SPACER@ NXT'm SPACER SPACER
E
WELDS TABLE 14:
Part Description Material -AODUCTREV)SED
�--i - - ying,.fthdmFL09ida
11 620117 JJ-channel Frame PVC t j7-0(.'14C9
2 620118 Flange Frame PVC r ,enwAD
3
3 620119 Integral Fin Frame PVC
4 620120 Equal Leg/Box Frame PVC By
5 6620133 Anchor Cofer PVC
- 6 720136 Glazing Bead PVC NO-CHANGES THIS SHEET.
5
7 720135 1"Glazing Bead PVC
74 Silicone FRAME ackbedding,GE 7700 or Dow 791
ASSEMBLY DETAILS 7 78 —71-646N Setting Block(718"x 11 x 1/8"),85 5 duro EPDM
EXTERIOR LYN&
41 "
. ....... ..
rs 1070 TECHNOLOGY DRIVE itcEN K"
N.VENICE,FL 34275
NOTES: (941)480-1600 No.58705
1)SOME PARTS NOT SHOWN FOR CLARITY.
Material OTHER COPYRIGHrD2017 PGT INDUSTRIES.INC,
part Description 2)J-CHANNEL FRAME SHOWN,PART 91.0 CERT�OF AuTti.*29296 ALL RIGHTS RFSERVIED
80 Kommeding 4SG S Spacer System 3)ITEMS#043,76-77&79 ARE NOT USED AND ARE 1"
FRAME TYPES APPLY. TIUVVI
See this NOT PART OF THIS APPROVAL. VINYL FIXED WINDOW NOA(LM&SM) g'j 919/14
A
at Quanex Super Spacer nXr with Hot Molt Butyl Sheet for 4)ENERGI PVC TO BE LABELED FORAAMA
82 Quanex Duraseal Spacer Materials EXTRUDER CODE. BOM&ASSEMBLY YZ J ROSOWSKI
83 Cardinal XL Edge Spacer PW-5520 11 0F Il A.LYNN MILLER,P.E.
REFEREACE TEST RkPORTS:FTL-8717.8968 8 8970 NTS D-5520.0
P.f
M
4 • `d 1
i
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
r
Contractor/Homeowner:
Date Received: —lb
Site: h
Permit Type: ;w i ►'l ay�
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
i
i
This coma nt sheet shall be kept with the permit and/or plans.
Kalvin S ' er—Plans Examiner Date C t r and/or Homeowner
{R. u' ed when comments are present)
5