HomeMy WebLinkAbout20-22398 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 227
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 22398 Address: 37442 LOGAN BERRY CT
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: WEDGEWOOD MANOR
Est. Value: Parcel Number: 10-26-21-0120-00000-1150
Improv. Cost: 12,499.00 OWNER INFORMATION ' ; .
Date Issued: 2/04/2020 Name: BUSH, EM JR &TRUST& EVERSHED
Total Fees: 157.50 Address: 1 BROOK KNOLL RD
Amount Paid: 157.50 HORSEHEADS, NY 14845-3410
Date Paid: 2/04/2020 Phone: 813-783-6937
Work Desc: INSTALLATION 11 WINDOWS SIS
CONTRACTOR(S) APPLICATION FEES '
NEW SOUTH WINDOW SOLUTIONS, LLC BUILDING FEE 157.50
Ins pectio s Required
FOOTER 2ND ROUGH FLU MI'SC - - 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.
Oki. kfo
CONTRACTOIT SIGNATURE PERMIT OFFIVR
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
INSTR#2020003687 OR BK10035 PG528 Page 1 of 1
01/09/2020 11:08 AM Rcpt:2124140 Rec:10.00 DS:0.00 IT:0.00
Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller
Permit No, Parcel 10 No
NOTICE OF COMMENCEMENT
stata.f Florida County of PaSCO
THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Stetutes,
the following Information Is provided in this Notice of Commencement-
I.' Description of Property:Parcel Identification No. 10-26-21-0120-00000-1150
Street Address: 37442110GANBERRYCOURT 7EPHYRHILLS FL33542
2. General Description of Improvement REMOVE AND REPLACE SIZE FOR SIZE WINDOWS AND/OR DOORS
3. Owner Information or Lessee Information if the Lessee contracted for the Improvement:
BUSH E M JR&BUSH E M TRUST EVERSHED C E&BUSH S E TTEES ILLI
I BROOK KNOLL RD Name HORSEHEADS NY 14845 z C-) ix
FL C) W W W
Address city state M -i
-D 0
InterestinProperty. Owner o z
0 0 <-j cj
C)
Name of Fee Simple Titleholder,
(if different from Owner listed above) LL W 1-- uj I.- Q-
ix"Llj Z 0) LU
Address city state C) :c — -j M. 0
4, Contractor. NewSouth Window >- LL 1-- 0 <, 0
a W LL ir E5 '10741 Vossroads Commerce Blvd, Tampa FL �z 00 —
X: U- e
Address city State M P >- 0 U- 06
Contractoes.Telephon.No.:--813-626-6000 0 11.- b- Lij 0 y
0.<0 Ir 0 ir
5. Surety'. (.) Z Lij
Kama Zi -J
Address city state LL LU :D LL
,PxQ- z 0
0 u Z Z
Amount of Bond:S, Telephone No.: Ir U- <
LU 0
6. Lander. 0>.
Name LL 0
AddressState0 1- US
Lender's Telephone No.: city ' < L.
LL-
7. Persona within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by
Section 713,13(1)(a)(7),Florida Statutes: (D �
Name
'Address i city State
Telephone Number of Designated Person:
A'
8. In addition to himself,the owner designates of
to recolve a copy of the Usnor's Notice as provided In Section 713.13(1)(b).Florida Statut
Telephone Number of Person or Entity Designated by Owner. m
9. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment tot
contractor;but will be one year from the date of recording unless a different date is specifiedy'
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
RESULT IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 713.13 FLORIDA STATUTES, MUST RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED CINDER ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury,I dectom that I have mad the foregoing notice of commencement and that the facts stated therein are true to the best
of my knowledge and belief.
STATE OF FLORIDA k?/1 COUNTY OF PASCO
Sigi r or Lessee,or O%6Ws-di`Cessee's Authorized
OfficerlDiVr/Partner/Manager
Signatory's Title/Office
The foregoing instrument was acknowledged before me this 20&,b,
as "i-e- (type of authority,e.g.,officer,trustee,attorney In fact)for
(name of n behalf Instn imant was executed).
PerwnaUyKnwmE3QBProdiumdldentfication-F 01- Notary Signal..
Type of Identification Produced 030 3Z3 7-ct.5 Name(Print)
N*tm pulft mot at Fbdft
SUVM T Ralliebe"
MY COMMU1611 GQ 92"0743
Expitas 11106riM
i0a
AAA 01101040101110404A A
wpdata/bcslnoticec4mimncoment_oc053048
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
I
Date Received — a Q a Phone Contact for Permitting —
Owners Name BUSH E M JR&BUSH E M TRUS Owner Phone Number 813-783-6937
Owners Address HORSEHEADS,NY 14945-3410 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 37442 LOGANBERRY COURT,ZEPHYRHILLS LOT# 115
SUBDIVISION WEDGEWOOD MANOR PARCEL ID# 10-26-21-0120-00000-1150
(OBTAINED FROM PROPERTY TAX NOTICE(
WORK PROPOSED a NEW CONSTR E ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR Q COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK Q FRAME = STEEL
DESCRIPTION OF WORK REMOVE AND REPLACE SAME SIZE WINDOWS 11
BUILDING SIZE I = SQ FOOTAGE HEIGHT
=BUILDING $ 12,499 VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ AMP SERVICE PROGRESS ENERGY Q W.R.E.C.
/�/(J�
=PLUMBING $ / [/ S,70
�"1 Ct) C6K
=MECHANICAL' $ VALUATION OF MECHANICAL INSTALLATION I g
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER \ / COMPANY NEWSOUTI- .1ANDOW
SIGNATUREnSSROADS
U t REGISTERED Y/ N FEE CURREN Y/N
Address 1074MMERCE BLVD,TAMPA 33610 License# CRC1330822
ELECTRICIAN COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREt Y/N
Address License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 1 License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN I Y/N
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Permit for subdivisions/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,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.
:•Directions
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
i 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
NOTIGE':QF DEED:RESTRICTIONS:'The..u6d6Fskgao.4,ur,-O gjands•that-this permit maybe.subject•ta,"deed.•restrictions°
wfiici:riay.tie'mo�e rest ct(ve•than.County;regulations: The undersigned:assurries=responsibilityfior aompliance.with any
applfi able de.ed r'estrictigns,
UIVtt( ENSEt3; 0 1RACTORS-oANPr!.,O=SIT.ACT tT ,. S•ppIV.SIi31tiTI Sr:, if ttie'q.,v�iterrfias hired-:at:coti#raetor>or
corit�acytpsaoiindert'ae`work;Yth'eyrraybe�eq iredQbeCcensed in"accordaice:.with state:•grid:1ocal`re9u�ato.n's,:alf.:,the
corikracior'is notttice[ased as reiturreif=b}r'faw rtioth ttie:ovvrxer.:anct.cantracfbg rriay be°.eiteil foi~.a=rtiisiieineanor violation
under-;state later. if-ttie'c#wner or;�intendO#,;contractor are uncer#ain_as;to.wt►at;iicensing.requirements;rriayyapply fgr#he:
ihte'nded:wq,'-hey.,arq;b4visedkto darifact the!Pasco Count�u�t3ttliding:Irfspeetlojt.D visigh Licensing`Section at_•727:847-
kMO9:,•-FCirther'rfiore; if;the owner has,htteti:.a,contragtt5r or contrackars:he is:advised to have:tfie;contractar(s) sign
,portion •,of:the."contractgr Btack"bf+#his applle�itkon•for which#hey�;wiik bd:responsible: if:you,'as the:owner,sign as the
tractor;;that'kriay:be:"arr-iradkcation,th'a4`'h'e:isn'ot:propetiy:licensed!and`i!-r66trentit(ed'to-permitting privileges>in Pasco
fRi4 tS,PORTATIt}N?IMPi4;CTttJ tktT( StMI?0.GTANt7r"i2ESOURCE=RECOVERY=FEES;'.°The•undetsigne.d:understands
Ghat T:rarrsportatiorl ImpacttFees:and ReCourse'Rec9VeryFees may.apply tu:aFieconstructkomof new.6'uildkngs cti'ari'geof,
iise;in existing bukldings;or expansion of existing'buildkl9s as specified in Pasco County Ordinance!numb&e 89-07 and
$0=07::as amended Ttie undersigned also unders#andsi,tl;lt yeti.fees as may be,due will be ider)tified'.at the time:,4f
perrriittit g at k§' u`rihei,tjnder od ha iii46 Ration>Impact Fees:anit.:Resaarce.Redo.'very:Fees.'must be;paid prior to
receivingfa.cerCffaate;otoc'cup'ngy"o�'fnai,powerrekeaSe>.�ifft e.proes dors;notirivglve:aiaertificateiof'o,Ccrtpancy;or
1 4 ..,:
#intpow.,ereiease,;tlte`.feesri�usf be>paid:pnar to perrj�ktksufc :..Fiiiti3ermore if.Pasco;Gounty:WaterlSewer Cmpact
fees are due th'ey;must be pat�k por air pg�rnit i{su;�nce�n accocitarice with applicable-Pasco County ordinances -'
COMSjTRUCTj,QNF%1EN3I:AS►V(Cliapte�,71;3;f�gnda St�ltute&jt amended): If vaivation ofvyark is;$2,500 V0 or mo�e;.l
cei#ify2#hat is .the apyPli Ti, h- rj t�eenu rovidedfw�ifhf;a c4�►y'4f the`"Flgrida}:`Constcctc#ioEi:Lieiri'ta+v-t fomeawner s
Protection Guide"<propareii;tiy ftie FiorfdaDeparfinent'of`Agricu(fure`antl`Con,umerAffairs.lfthe�appilcant.ise,sprn ,p,
other thanrthe"owner" I cerdtf ,that I have obtained a cgpy'.'ijf the,above describe'd;ddCumerlt:and promise m good faith fo
deliverif tq the;"owned.'}��or`Cp'oo'�jzmeriicetnent:: .. t ..
C.ONTRACTOR'S/.QWNFR'S AFFIQ%9i.,tFt; fC@rt'`::thakrait;the;inform2ti'iWit,qllta;application_isyaccurateand,'tl ot_alr`gotk.
will;.4erne p1106%ltietiVittiiliaa ilaa6le4awsrreguljtuigci7sfrilationzoi1ing'an ,jand dve)opmient appllcatiari.is
fiereby.niade=to obtain a;permit.to d&,', rky and:;ipstaaia#ion» sititstlicated: l certify that na.work or_ln'stailatlon.has.
commenced::prlor;to>issuance:of a::permif.antfatiat ail,work will:be:performediao'meei.$tanclards.of aii:kaws regulating
cortstructjon,.:Gaunty.ant6:` oesr;zanirig-:rgulatians; and1ndialveiopment regukations'in ahe j#irisdietipri ;'I,also
certrfSt't#�at#understandth f e°'regulatrorts o :gther'.ggv@[rinierit`agencies:m.4y appiy tb,the'intended'work; - Ahat'•'if is
myrespbnsibility;taaden•fi#ywhet`ections,'(must.taket6:bel inconiptiance::.Sgci%agencies:incluite:but are not;jit5lit dao:..
Dep'artnientof:Environmental'Protection-Cypress'Bayheads, Wetland~Areas and'Environirrentally'Sensitive
Lands;Water/Was#etrvater.Treatmertt:_,,, - -
Southwest.'Florida. 1Nati t;MNlanagernent:`--District;Mils; Cypress Bayheads, Wetland'Areas, Altering
Watercourses.
Army-Corps;of yEngineers=S.eawbtls�,Docks;Nav!g0i#ctWoterways.
DeRarkment::at::teattli:B RpFfa[iilitative"= .drvicslnvirocimental=7ieaith'[lrtit=Welts,..W.astewater,.-,.Treattnerr
Septic T,ariks:.
US Eltvicprimental,P.,rotec(ion°Agency Asbestgs� batefrtent...
fat??•A atatrdfinAUt(ib ity' ulT.e!'YO,
t.understan l; ati tie folio ng rest�ictions.appiy.,to:the useof fll;
kiss ciffll ts.;llot=�1toiNecf:iri=Fktlpd-ZSriQ''4V'unlessyeiipress(y penpjt#ed..._
If#tieyfitt,' 'terral is fa`6e'ti`s'eii"irt'Flaad'Zgrie dA, ibis itndel tbod that'a:drainagta:=plan addressing a
compensating vglyme",will;rfye:sutimitted at;time gf,permitting which,is prepared;by a:pcofessi9naI engineer
ligerjsed by'ttfe Stafe•ofF..loiitla: `
Fif the fill material is:to be:used:iri FloodxZone;;A,,Ti rvconneefion,with a;permitted building uslpg.stemewail
constr cfionrl,ce[fifjN fiat fill�i ll'i'g used only.#C.'fifslho<<area:within.the:atem walf"
if-fill materieLis ci lie used--in any;:area, f cd`rtify that use'=of such fll will.not.adVersely;affect.adjacent
properties. lf..use,af fibs found to adversel}t:af€ect d/acent prq er#i@s therowner.iriay be eitedrfor.violating
the conditjons of the buildtfig:perniit issued under the attached perrtiif•application;for tots'les"s:;than one•(b)
acre:which are el@vafedi4Yrgll;'_ah;engjgeered flrainage pion is required.
tf.tarri;the AOEFIxrFORtTHEM'1NN R;TpY.",SFnise n goodfai#t to iiiforr a tlie.,OWnOr of-the per..mitting oriditions setforttti'rri''`
thisa'ffdavifprior to commencing construction.:i:uriderstaiidthat separate-:permit may tie required far:eleetricaE.work,
lumbi _
„ng 'signs,„w�rells.pools,;airconditioning,_,gas,.:or.-:ather:insfallations.•:not'specifically;;includeil•_n�tha;_application. A
permit Issued shall be construed tube a license#a prisz eedwittii-jhe woPii:and%not'as authontyto vialater..car#cel biter,ori;,
set aside any proYisions;of.thetecfimcat codes,:nocsh ik:issugnce ofa permit:'prevent the•Building Offigial�froht the[Mttf.t'
ragitiring a correctign of iorio�Sain,ofah6-i.;6n6truetion or:vio(atioe of�any-c6d'es:=Every.permitas'suod�shall:besome:mvalid
unl+3s's~tiler +iotk'rau#harizetl'tiytsufcti;perr►iitis ccimmenceit_ ittiin:siz mor►ths;of pe>ritifissuance;_or_'.if:waLk;autiiarjes#fby
the permit is:suspended orabarldaned fora periid=QfLsiic(6f:monthsafter.;#lie tihte thernigkk'is:'cointriertced:`A`n extension:
may`lie-;requestniwriting;;from'the:Building;Official;fot;.�;Reroct;notlta`exceed'ninety(90).days:and will derrionsttate:
just�ahle catase:for-_tkiekeKtensian if work ceases.for-.nrnety.(90}consecistive days;:ttie.job is consideredabansoned..
WARN ING TOdittRs-41l6U ti",FA tl1 tE`;TO'.,RECORD;*NO.71Cj~.:O,F,COM.•ItiIr3NCEMENT:,MAYnRfrO.ULT?IN!XAUR:,
wR 1o� of R o N ou t t 660sut.
FCCIRIRA`dlrRAk(FuS;.`i1i1,T.03)�«, g" _ :u:., :r: Na •. .: .� - z,::,
OWNitR 3i�{AGNTa
Sabscitber# rid 5ft?iri;fo t?r.afflCm'Bd);tiefdre me tli(g`;n' sprit? a, 'sw6 ed3 5`eforemq'thts
Who tsJare peisonally,known to'rde oi:Jia"slhave p'r'oduced' o islar ersdnally kno' rtja.or-liag/haye produced,
as'(d ngfnavon. asMntiJicatio'
Notary Pubiic r CZ %Nataiy Pubft-
j
Commission No. 'Commis
JACQUIELINEBOGES
Name of Notary:typed;.piintdd,or.stamped Name.o x4jry, jt+rpiNl((FIt5 pji G 276457
a Uplres December 12,2022
wwwT3uYIroyFainffis.wow..z.7019
News'NewSouth �c,v4o 10741 Crossroads Commerce Blvd a Tampa,FL 33610
at thnosts 813-626-6000.8137626-6001 fax
www.NewSouthWindowcom Lic#CRC-1330822
Made in Hurids is Florida Homea1 f� Date 12 r 6. 3-11 Lic#SCC131151763
To C IA G , ���C!` \%�'r� E-mail
3 7y�f 2 Lo�jev�b �� ttr. Home Phone 6L3- 783 G`13 7 Cep Phone 6-7 &S 7 94012
City ZCf't'i�Y�,ita _----State 7ip
Replacement Windows•Entry&Patio Doors-Storm Doors•Impact Resistant Windows&Doors
WHOLESALE&RETAIL WINDOW CONTRACT
NewSouth Window Solutions agrees to measure,manufacture or furnish and service the following custom made windows for the amount STIPULATED BELOW.-
All NewSouth Vantage Series windows include Double Pane,low;F glass with Argon gas,and 12 point fusion welded corners.
All Vantage windows are sealed and vacuum testi d for upedor argon retention.
Calve oDnoM Mhale w+�ao«i rc Dim. C1e.ort.Y rr+,ero•roarc VvIoUCahIS a❑r+n
,n Cd«.myYuYr nrrhomrA,nple Unrbi!
�
LOWEGLASS: W'366GLASS ❑340GLASS OBSCURE GLASS ,0 TEMPERED GLASS DYES '
ALL SASHES ARE GON PILLED-WITHOUT EXTRA CHARGE LOCATION: LOCATION:
`s°„ ❑Lntage i%(Vantageg0o0 Single Hung ❑lVantage g000lmpaci ❑other:
o:uNnrT wr..
DOUBLE HUNG&-VANTAGE ❑ +wt PATIO DOORS
nau-SMENSTANOARM IF.1 5— 13imPa i`0 MA If.;-I Cl Open Pratte Grids
SiNGtE HUNG ARCH OR �1
9000 SING EoHUNG lnur-sCRitNI JV InnAl i: e isle,main—fv W ❑rcit— StO x 618 D 9/0 X 5/8
nm N t m'4--:e�n y n iosu' O SlO x 8/0 D g/O X 810
j' I LITE SLIDER&VANTAGE U 11610X6/8 C 12/0X616
tiK.HAIf•SCRLENSlANDAAOiL'Fuli Xrsen 0610 X8/0 G 12/0 X8/0
174 SLIDER�Ox pr❑x0 O ❑610X618 LI 1610X618
40
- D 6/0 X 8/0 f7 16/0 X 810
�_,c:n ex+:rrar n O-s--.0non iRaan
PICTURE WINDOW VANTAGE
{Nr7 SCRfEaI
oimpxr ooar..mwtl 3 PANEL PATIO DOORS _
❑artiao 0 ng4mpact
3 LItE SUDER WITH PICTURE 7
WINDOW R Senahv na.carr ute.aun a•ran ra r4rrctam d J•W
nalrJr 1pglirv7i, i _
4
f3•mp+tt 3 r,wa-;np,ht
! t,+—Ir:—LA aanr,qumioll _ __
—— OPANEL PATIO DOORS
AwnnGb MOUPea O:nvatt O rion•impact
(' Fdi!i
_ r0l airat oaNd3WeI +_I -__ aanpct arwn�nora.a
1
U HALF // \\C1 EYEBROW '-�D QUARTER-ROUND ❑f D TRAP OTHER
ROUND U L IDRAW INSPAW,
GRIDSTYLES TANDARD ❑CONTOUR ❑BRASS/GOLD/PENCIL ft'm1,_tmA' •to947870M«a
r It Y�.the uWe'rgnea rprcu to Tho am(nf mrd(rotLtgna d thr
Colonial M= Cl Pranle D Open N.A. NerSownt..v15a4WaYPmhtes Aeaerioam dMat.r rru+popM1e
eve 4+4 xa+adhona1565 Pr!enrda+..ia CryfOCC ro r..7axws
e.7.•a Syn+ar
NQ�
TOTAL NUMB OF WINDOWS ON THIS ORDER: L TOTAL DOORS: "Subject to NewSouth field engsneering and approval.sA� '� r y.pspt?nr,blp�'�.•. 'spy, e�+1 i/'Sa�!`y�',�C�—�,'i1i�^'S.r>� Pc,�rY1;n plyn�:yj4. ro5�vfls;��F ao rcyw'�i _ �r?if5
L �] /S� s J d, C�
61 i rP� `�' IU�— S YS� `�/i� sa—C� r
❑Customer agrees to allow NewSouth to display a yard sign until 30 days after completion. TWO YEARS FREE IN ROMESERYIEt q
BUYER'S RIGHT TO CANCEL Total price* $
BUYER MAY CANCELTHIS CONTRACT BY DELIVERING WRITTEN NOTICE
TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Down payment. $ 4a�
BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY Delivery/commencement. S y2 4q USE THIS CONTRACT AS THAT NOTICE BY WRITING'I HEREBY CANCEL' Balance due upon final $ LI
AT THE BOTTOM AND ADDING BUYER'S NAME AND ADDRESS.THE •window/door installation.
NOTICE MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN
D Bank Financing lS17 ash an Completion
ABOVE
All material Is guaranteed to be as specified,All work is to be completed in a workmanlike manner accor
d
ing to standards and practices.This contract is
valid only with proper signatures,NewSouth shall not be held responsible for time and material delays,strikes,acts of God or any other matters beyond
Its control.NewSouth is not responsible for any pre-existing structural conditions.No other work to he done.all other work to be excluded. Owner
agrees that the equity in this property Is security for this contract,Since this contract calls for made to order goods,it is not subject to cancellation
except as stated above. Start installation approximately IL -&ceks from above date. Verbal promises can cause misunderstandings, therefore
this contract constitutes the Pntirn understanding of the parties, and no other understanding,collateral,verbal or otherwise,shall be. binding,unless
signed by both parties. NewSouth to remove and haul away all job related debris. "Alf sales and discounts allotted. All charges Included above.
Than f ryauror er.
Buyer's c7iAunature NewSouth Representative
0
x X —
Buyer's Signature NewSouth Manufacturing Authorized Officer
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JAN 1 9 2020
REVIEW SATE
c1" 'OFEPRRI 11LL
PLAN
4
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELI_--CTRIC CODE,
AND THE CITY OF ZEpHYRHILLS tp
ORDINANCES
Notes, Back Installation Notes:
Nw rv�*
(T!W1NeDA0W!buth sotunnm
Window Specification and Detail
Pursuant to Contract with NewSouth Window Solutions
First Floor
Customer: C- 'ZE:1(�'k uo,,\�
Address: 3-7qq2.
C�, Zip:City:
Phone:(H) &1:5 78S 4 cl 37 (C) 45-7 &C7 9092-
A
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Contract Date* 12—6 ZP 11 Fac
tory Rep xpl Fram4 !Screens Insulated Glass Unit Grid Options
Customer Approval: 41d I P - 1 v 2_4 0.
0 1 -GIASS a 91 :y 4 9
Color (WxH) (W x H) (W x H) TType ' H Er
WIN Location style 'k Si Additional Information
EX:r/INT Sales Measure Opening Size j Make Size
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Florida Building-Code Online Page 1 of 5 ,
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SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats 8 Facts Publirations : COMM Us BCIS Site Map Links Search
Pr
Product Approval
USER:Public User
pq+duct Aeoroval Mepy>PrxJuct or Application Search>Anolication List>Apppestion Detail
FL to I FI 16851 R7
Application Type Revision
Code Version 2017,e. s
Application Status Approved_,
Comments
Archived
Product Manufacturer NewSouth Window Solutions
Address/Phone/E ail 10741 Crossroads Commerce Blvd.
tampa,FL 33610
(813)626-6000
danochsteln@newsouthwindow.com
I
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Ennall
Quality Assurance lRepresentative
Address/Phone/Email
Category ;Windows - ,
Subcategory Ingle°Fliing�
I,
Compliance Methotl Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
_`• Evaluation Report-Hardcopy Received
Florida Engineer or,Architect Name who developed Lyndon F.Schmidt
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2019
Validated By Ryan 1.King,P.E.
j J; Validation Checklist-Hardcopy Received
I
I'
Certificate of Independence FL16851 R7 COI fd!Certificate of Indeoendgnce,pdf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA101/I.S.2/A440 2011
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2005
ASTM E1996 2006
ASTM E1996 2009
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 8/14/2019
Florida Building Code Online Page 2 of 5
Product Approval Method Method 1 Option D
Date Submitted 06/07/2018
Date Validated 06/26/2018
Date Pending FBC Approval 06/27/2018
Date Approved 08/15/2018
Summary of Products
Go to Page d Page 1/2 0 0
FL# Model,Number or Name Description
16851.1 a.9400 Single Hung Window Extruded Vinyl"Non-Impact"Single Hung Tilt Window New
Construction with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 ri b Inst 16851.1.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.1 for Design Pressure Ratings,any FL16851 R7 AE (b)Evgl 16851.1.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851`2 e y b.9400 Single Hung Window j Extruded Vinyl"Non-lmpact!•Single Hung"Tilt Window-wilth
4 _ - -- Flangecorifiguratiori);'
Limits of Use - Installation Instructions I
Approved for use in HVHZ:No FL16351 R7 II (b)Inst 16851.2.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16853.2 for Design Pressure Ratings,any FL16851 R7 AE (b)Ev-al._168_1.2.pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.3 c.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window New
Construction with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL16851 R7 Il (b)Inst 16851.3.ndf
Approved for use outside HVHZ:Yes Verified By. Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.3 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16.U-L3.Pdf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.4 d.9450 Single Hung Window Extruded Vinyl"Impact"Single Hung Tilt Window with Flange
(O/X-configuration)
Limits of Use installation Instructions
Approved for use in HVHZ:No FL16851 R7 II (b)Inst 16851.4.ndf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.4 for Design Pressure Ratings,any I FL16851 R7 AE (b)Eval 16851.4.udf
additional use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
16851.5 e.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window New
Rated-HVHZ Construction with Nail Fin(O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes EL 851 R7_1I (b)Inst 1,9 1.S.udf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.5 for Design Pressure Ratings,any EUM51 R7_AE th)Eval 16 51.5.df
additional use limitations,installation Instructions and product Created by Independent Third Party:Yes
particulars.
I 16851.6 f.9450 Single Hung Window Impact Extruded Vinyl"Impact"Single Hung Tilt Window with Flange
Rated-HVHZ (O/X-configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16851 R7 11 (b)Inst 16851.6.0f
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 16851.6 for Design Pressure Ratings,any FL16851 R7 AE (b)Eval 16851.5.pdf
Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdV... 8/14/2019
Newsouth W MAX OVERALL FLANGE WIDTH
WINDOWSOLUTIONS -W MAX OVFAALL FRAME MOTH—
4901 68MF9;97Tampa,Fl.33610 "1011 rod z 0 9z 6
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9400 Single Hung Window
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az
'WON-IMPACT'
GENERAL NOTES 1. d
This product has been eVdU0J`ed and is In compliance with the 6th Edition 12017)
IHVHZ).Florida Building Code(FOCI,excluding the 1-Ugh Velocity Hurr
icane Zone"
2. Product anchors shall be as bled and spaced as shown on details.Anchor
embedment to base material sholl be beyond wall dressing or stucco.
IT"
3. When used In areas requiring wind bome debris protection,this product Is J_
F
required to be protected with an impact resistant covering that complies with
FOC Sections 1609.1.2&R301.2.1 2.
z 0
4. For 2x stud framing construction,anchoring of these units shall be the some as
that shown for 2x buck masonry construction.
S. Site conditions that deviate from the details of this drawing require further goi engineering analysis by a licensed engineer or registered architect.
Li
TABLE OF CO)yNNTS
MAX OVERAIL MAX OVERALL MAX _MAX
SNEFFADESCRIPTION DAY LITE DAY LIFE DESIGN PRESSURE
FLANGE FUME DIMENSION GLASS
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—j' lVerlical& pressures DIMENSION (Opf ,,* (FIXED) CWTE; 2/19/14 z
2� 6110tol cross sections
DjMW!ON RAIM7 POS. EG. U
-.&E: N.TS,
Vertical&horizontal Cron sections S5.(r X".W S4.(r X 76.0' 47.Wx34A4' 49.7V'x 34.4C G7
ovcr&Tram&anchoring -Sao
.9 4 owl Irr., JK ia
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Components 3T.Irr X 73.CrT3U6e`�X!?!1!ir 1,2F x 32.44" 31.76"x 37-4N' G1 +65 cm 13Y. LFS
*do!S and details
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No.434W
October 12,2017
r £ 4 PRODUCT: Ooo.—ts Pnpan i 1M •t,•.•. ••t•
SINGLE HUNG WINDOW Lyndon P- Schmidt ���• ���_
I N P.E. No. 4.3409 1/0
3 f0 08 17 UPDATE TO 6TH ED. 2017 FBC JK .FIMIF`IAl f�tlttt,`
$ N y '0 2 9 27 16 ADDED ALT. ANCHOR LOCATION ILPART OR ASSEMBLY: BUILDING CONSULTANTS, INC.
— vF 1 6 26 75 UPDATE TO 5TH ED. 2014 FEC P.O. Box 230.Voldco, FL 33595
NO DATE VERTICAL & HORIZONTAL Phe. No.: .13.650.0197
REVISIONS CROSS SECTIONS FBPE CA. No. 9013
02014 R.W.BUILDING CONOULT—Ta INC.
FMCItents\New South Window PERMANENTIA'-Flodda Product Appswals\FL-16851 Singe Hung%-DrawingsVL-168 5 1 12017AFL-16851.2.dwg 3-6
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it pp g@I PRODUCT: DoeunuM..Prapand Dr.SINGLE HUNG WINDOW F. S409 t P.E. N.I 5P IV P.E. o. A3409 '��II \♦♦♦`
Z 3 10 OH 77 UPDATE TO 6714 ED. 2017 FBC JK !!lIJIIIIs1l�l
P. ` -i 2. 9 27 16 ADDED ALT. ANCHOR CATION LFS PART OR ASSEMBLY: G���/BUILDING CONSULTANTS, INC.
�1 N .. 1 6 26 15 UPDATE TO 5TH m, 2014 FBC LFS ✓ HY P.O. Box 230. VolACO. FL 35095
I° +� �' NO DATE 6Y VERi1CAL & HORIZONTAL Phone No.: 813.659.9197
ISI NS CROSS SECT10N5 FBPE C.A. Ho. Bala
0 2014 W.W.aLU—NO GCNRILTAWB INC.
3 EQ.SPACES ............ . m
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8 CONCRETE ANCHOR NOTES: MASONRY Yo F
1.Concrete anchorlocoflons of the comers maybe adjusted to maintain themin. OPENING
w
edge distance to mortojohts. — SASH
s 2.Concrete onchorlocations noted os'TMX.ON CE 7W must be adjusted to
matntala the mdn.edge distance 10 mortar joints.oddifionol concrete anchors ^ F F
' maybe required to ensure the MAX.ON CENTER'dimension are not exceeded.
3.Concrete anchor lable: o e p
MIN.CLEARANCE MIWCLEARANCE _
'ANCHOR'' ANCHOR MIN..,. o 0
a TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT
P EDGE ANCHOR WE 2119114.
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ELCO FRAME ANCHORING axc rH: JK m
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X (MAX.D.P.=50 F! oru�wa No,
intain a
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INSTAAitO�N�NDTFS: 1.2 0
1.Ma a mtMmum T a distance.1'end distance.8 t-o.c.spacing of FL-168S
= wood screws to prevent the splitting of wood. smw 4 or 6 ro
a _ —
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kkCliemS%New South Windows PERMANENT\A•Florida Produce Approvals\FL-16851 Single Hung\C•Drawing%\FL-16851 R017y\FL-1685124n 5 6
217'
3.29"
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No.43�09
October 1212017
P PRODUCT: DowlmenL Prpand 7
Imo- SINGLE HUNG WINDOW Lyndon, F. SD1l t ••'•• CFW�.`• ���`
I� o z N J 10 08 17 UPDATE TO 67N ED. 2017 F8C JK P.E No. 43400 // 1,`>>���
r)tllllt
R N r —I 2 9 27 76 ADDEO ALT ANCHOR LOCATION III
PART OR ASSEMBLY: BUILDING CONSULTANTS. INC.
6 26 t5 UPDATE TO 5TN ED. 2074 IBC YY P.O. Box 230. valrlao. FL 33595
4, NO DATE COMPONENTS F'hono No.: 813.659.9197
I N F73PE CA No. 9813
®201<R.W.BUILDING CON.ULTANT.INO.
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Vatriao,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product
Category Sub Category Manufacturer Product Name
NewSouth Window Solutions 9400 Single Hung Window
Windows Single Hung 4901 Oak Fair Blvd w/Flange
Tampa,FL 33610 "Non-Impact"
813 626.6000
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System 1D#1998)for
NewSouth Window Solutions,based on Rule Chapter No.61G20-3,Method I of the State of Florida Product Approval,
Dept.of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P-E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 61h Edition(2017)Florida Building Code(FBC)excluding the"High
Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or
stucco.
3.When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that
complies with FBC Sections 1609.1.2&R301.2.1.2.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-16851.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-16851.2 for size and design pressure limitations.
Supporting Documents.
1. Test Report No. Test Standard Testing Laboratory Signed by
ATI C7180.07-50144 AAMA/WDMA/101/I.S.2/A440-08 Architectural Testing,Inc. Michael D.Stremmel. P.E.
TEL 02031566 TAS 201,202,203-94 Testing Evaluation Lab. William B.Shelton,P.E.
2. Drawing No. Prepared by Signed&Sealed by
No.FL-16851.2 RW Building Consultants.Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Sianed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Management
Institute,certifying that NewSouth Window Solutions is manufacturing
products within a quality assurance program that complies with ISO/IEC ,,��tttltilfl111��4
17020 and Guide 53. �`C c IV
s�
No 43409
90 STATE O
C s p
R i
qfONAl������ Lyndon F.FL PE NoItl43409
10I12/2017
Sheet 1 of 1
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d (burERt Public U5¢i'
P-rodu5t Aovraval Menu>Product or AQoikation Search>AonllCation List>Application Detail
FL# FL15413- -.—
Application Type Rditidn'—,,7
Code Version
Application Status pp'roved
Comments
Archived
Product Manufacturer NewSouth Window Solutions
Address/Phone/Emali 4901 oak fair blvd
tampa,FL 33610
(513)284-0129
danochstein@newsouthwindow.com
Authorized Signature Vivian Wright
rickw@rwbidgconsuitants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windo+isP' __
Subcategory Mul ions .,- t
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
LJ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J.King,P.E.
i Validation Checklist-Hardcopy Received
Certificate of Independence Fyi 4L3 R5_CUl (a Ceitifi,cte of-yZtfeuen�nce.2 f
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
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Florida Building Code Online Page 2 of 3
Date Submitted 1.0/12/2017
Date Validated 10/12/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Summary of Products
FL V Model,Number or Name Description
15413.1 a.DuraGard,Sashlite Clipped Extruded Aluminum Vertical Clipped Structural Mullion for
Mullion use with impact and non-impact window products in
Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15413 R5 11(b)Inst 15413.1.1df
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15413.1 for Design Pressure Ratings, FL15413 R5 AE (b)Eval 15413.1.01'
specific use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15413.2 b.DuraGard,Sashlite Clipped Extruded Aluminum Vertical and Horizontal Clipped
Mullion Structural Mullion for use with impact and non-impact
window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLi54i3 RS II fb)Inst 15A�13.2.odf
Approved far use outside HVHZ:Yes Verified By.Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15413.2 for Design Pressure Ratings, FLIS413 R5 AE (b)Eval 15413 2 odf
specific use limitations,installation instructions and product Created by independent Third Party:Yes
particulars.
15413.3 c.DuraGard,Sashlite Clipped Extruded Aluminum Horizontal Clipped Structural Mullion for
Mullion use with Impact and non-impact window.products In
Masonry or Woad Openings
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL15413 R5 IT (b)inst 15413.3.pdf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created,by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports ����Cp
Other:See INST 15413.3 for Design Pressure Ratings, FLIS413 RS AE (b)Eval 154j K-.�Y_
specific use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15413.4 d.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Vertical
Clipped Structural Mullion for use with impact and non-
impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLSSa 13 RS II ChlInq 15413.4.pddf
Approved'for use outside HVHZ:Yes Verified.By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15413.4 for Design Pressure Ratings, ELtUAi3.__g5A_E LQyQyaL 154134_pAif
specific use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars,
15413.5 e.4100 Series Clipped Mullion 4100/4150 14160/4175 Extruded Aluminum Vertical and
Horizontal Clipped Structural Mullion for use with impact and
_ non-impact window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15413 R5 iI (b)Inat 15413 S odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:NIA Evaluation Reports
Other:See INST 15413.5 for Design Pressure Ratings, F115413 R5 AE (b)Eval 15413.S.odf
specific use limitations,Installation instructions and product Created by Independent Third Party:Yes
particulars.
1S413.6 f.4100 Series Clipped Mullion 4100/4150/4160/4175 Extruded Aluminum Horizontal
Clipped Structural Mullion for use with impact and non-
impact window products in Masonry or Woad Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15413 95 Ii b (nit L5413.6.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15413.6 for Design Pressure Ratings,
https:l/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtep°fo26DhVR... 1/24/2018
Florida Building Code Online Page 3 of 3
specific use limitations,installation instructions and product fL1147w34.RS AE_LhLEval 1,541:i.Ei_j_L_ —I
particulars, Created by Independent Third Party:Yes
15413.7 g.4175 Series Clipped•Mullion •4175-Extrud&t.Aluminum Vertical Clipped Structural)Mwt{lion
for_•use.with impat-t3andlrion=ifi pAet'Windbw pr ductsin
-
Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI 15�1C_ R5 iI (hl_nst 15413._
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
C Other:See INST 15413.7 for Design Pressure Ratings, FI_t5=113 R5 AE (b}Evii 15-413 7,.Ddf
specific use limitations,installation instructions and product Created by Independent Third Party:Yes
particulars.
15413.8 h.4175 Series Clipped Mullion 4175 Extruded Aluminum Vertical and Horizontal Clipped
Structural Mullion for use with impact and non-impact
window products in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI.15413_RS IL ijj Inst 15413�6,pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15413.8 for Design Pressure Ratings, ltj`i 13 R5_A- bl-val 15.113.8_pdi
specific use limitations,installation instructions and product Created by Independent Third Parry:Yes
particulars.
15413.9 i.4175 Series Clipped Mullion 4175 Extruded Aluminum Horizontal Clipped Structural
Mullion for use with Impact and non-impact window products
in Masonry or Wood Openings
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL15a13 R5 11 b in St 5413.9.Dd(
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 15413.9 for Design Pressure Ratings, FL15>Ra RS AE��Ev_ai_IS413_ df
specific use limitations,installation instructions and product Created by Independent Third Party: Yes
particulars.
Oadc Next
Contact ::2601 Slalr Stone Roatl Tallahassee FL 32399 Phone:850.487.182a
The State of Florida is an AA,1EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.'Pursuant to
Section a55.275(i),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
Ile,have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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r---109.375"MAX.OVERALL FRAME WIDTH 03
GENISRAL NOTES 54 MAX SINUE �
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1. This product has been evaluated and is In compliance with the 6th Edition 12017)Hoddo UNIT WIDTH g
Building Code(FBC)structural requirements.including the'High Velocity Hurricane Zone". i
2. When used in the"HVHZ`,this product('rf mulled togetherwith'?IMr impact rated windows),
complies with Section 1626 of the FBC and does not require an impact resistant covering.
3. Wood bucks by others,must be anchored properly to transfer bads to the structure and be zd
reviewed by the Building Official. y
4. Separate product approvals for each glaring product used with these mullion must be cZ
submitted along with this mullion product approval.The design pressure rating of the assembly ?tl o
shall be the lesser of the load capacity of the mullion as specified using this approval or the 2
ddesign pressure rating of the individual glaring products used. Z
G S. Anchoring of each glaring product to the mullion shall be as shown In this drawing or as shown
In each individual glazing product approval,whichever is more stringent.
g 6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
7. For N stud framing construction,anchoring of these units shall be the some as that shown for
2c buck masonry construction.
8. Any conditions not covered in this evaluation are subject to separate engineering evaluation. L—
s 9. Aluminum components,including tosteners,shall meet the requirements of FBc Section 2003. =
1.37S'MULLION WIDTH 6 6 6 \J 6 A6 N
TANZ OF CONTEMB a
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1 Typical elevations 6 generd notes we: 12 J 15 i
2 COMPOnelitdetaosd.cnosssections MULLED WINDOW UNITS
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P7 [woodBuck
[concrete irstoFOBon) wOM m:. J er: Lf5
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Sheet 3,4,3 4 6 for DesignPressureon GR w.+o no.:Design pressure o IrutoBatan AnchorbracketdelolsfL-1541 anchoring OF
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hung tome underseparate approvaL i
#81t I'PH Sett-Orgy St AS(See notes below]: Other NevvSouth approved from rrtoy e ."_ m
Use the fronre anchor spacing as shown on bo used. Z
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Notes•.
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1. Refer to hxDvidud window product approval for fabrication <.875 3875_ "_� scs�c: N.T.S. °
and is idlotlon requiements,kx*jding giafhg detaik, rani,eT: •W a
home feinforcernent and anchoring specifications, oac sT: !FS c
2. Sheet metd screws(sett-di ft)shot hove a minimum of 3 (''t M Wllt)N ANCHOR t1tACRET(31 f MGillONANCttOR IRACRR re muw c w,:
threads protrude completetyttrough the mullonframe. `a/dad}T6A(UM 6 soa3T6�uuM FL-15473.7
y Wo*tosi o min I IT edge datance. sfact 2 GF "
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Oc"w 12,2017
Q PRODUCT: o.00manu opens�'��i •••,, fR�pP•'� \��`
Lyndon F. Sehmtdt
CLIPPED MULLION 43409
I 3 fflf Il ltttl�
4 2 N PART ORPART OR ASSEM� Lt BUILDING CONSULTANTS. INC.
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UPOtTE t0 fiTN FD. 2017 F8C JK P.O. Box 230.Valrlao. ►L 33595
R 51 P ONCRETE INSTALu�PRESSURE TABLES Phone No.:etJ.699.et97
FEPE CA No. 9513
t•)2015 R.W.6YILDIwa CDNffU WM INC.
0.\CRennWew South Wmdo-PERMANEN7\4-Florida Product Appmw19AFL 15413 Mullpm\C.Drawingl\FL15413(2017)\FL-25417.7•.9Aw9.4.4
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Lyndon F. Se1lmFdl '
I+ In z N CUPPED MULLION PP../E�. No. 43409 ,��```�
PART OR ASSEMBLY: /��r��BUILDPIC CONSULT NtS. INC.
TAKES
(r N x y 1 9 28 J7 UPDATE TO 6TH ED. (2017 FRC JK t/lilfl/ P.O. Bwm 280.VolAco, FL 33595
v �' NO DATE BY (CONCRETEE INSTALLAWN) YY Phon• No- E13.679.9197
REVISIONS FSPE CA No.9e13
0 201 5 R.W.CYILD G.... h rG INC.
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PART OR ASSEMBLY: w^ BUILDING CONSULTANT3, INC.
1 4 20 f7 UPDATE TO 8TN E0. 2017 F0C JK J1 P.O. Bor 230,Voldco, FL 33SO3
I0° v to N0 DA gT DEg1GN PRESSURE TAWKE5 phone No of 3.63C.C7C7
REVISIONS ( D FNSTALtATKM!) FBPE C.A- No. COTS
0 2015 R.W.Bu1LnIMd co-TA vm Ima.
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_ P.E. No. 43409
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8 0`' y w PART OR ASSE119LY: ir^ Bu1L01NG CONSULTANTS, INC.
v �i to.. 1 9 26 17 UPDATE TD 87N RD. (2017 F8C JK d{r P.O. Box 230.Vclrleo, FL 33093
U' a N DAT BY D ON PRESSURE TAB( $ phone No.: 813.859.9197
REVIS 0 5 E(WD00 RVSTALLATtON) FBPE CA. No. 9813
C 2015 R.W.@YiLOtMO r:uNYULT,�Nii INC.
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1X BUCK
v � 3J1 d'ta IIW Fit concrete screws
(See Concrete Anchor Notes.Sheet 81 .
I"MIN.EDGE 21 CONCRETE ANCHOR BRACKR DETAIL a
2Xgucy DISTANCE 7'/AnchatoMasorryftwizBuck o 0
t110x 1-11I FH
(G>=0.421 Wood Screws 3/1G'RIIIWFH concrete screws J to
{See Concrete Anchor Notes,Sheet 8)
13 ['I WOOD ANCHOR BRACKET DETAIL m m
7 Anchorto 2r Buck K31 CONCRETE ANCHOR BAACKFT DETAIL a
7 Anchor Direct to Masonry
C i a�
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e a .e• a 5 WOOD ANCHOR BRACKET DETAIL e
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o .a a' = IX BUCK e • a .. e. -� q❑
(G>=0.42) A p z
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an< 1213115 i
3JI6'OfIWFH concrete screws 3/l6"0fIWF}I concrete screws � N•T.S.
n
(See Concrete Anchor Nofas,Street B} (See Concrete Anchor Notes,Sheet 8) °N0 JK o
4 CONCKEIE ANCHOR BRACKET DETAIL !FL�-115;413.7
a Fs 3
7 AnchorDirect�Mosony CONCRETEANCHORBRACKETDETAIL aT Anchat0MasoryUWIXbidc T
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WINDOW MUIUON
4(TYP.J 4• j (1YP.) '���'�• �����` > p .
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OPENING I M X 2-3/4'ITW FH MULUON SHOWN FOR ri
v CONCRETE SCREWS(TYP.( REFERENCEONLY
m
SEE DESIGN PRESSURE TABLES(SHEETS 3,4,5&6)
2X BUCK
FOR QUANTITY OF CONCRETE OR WOOD c z
� ANCHORS REQUIRED PER EACH CUP �
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2X RUCK ANCHORING
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CONCRETEANCHOR NOTES:
€S 1.Substitution of equal concrete anchors tram o dfHerent svppIlermay have different edge
dBtance and center dstoncerebemenh. i
0 2.Concrete anchor focations at the comers may be adjusted to maintain the rnfn.edge _
distance to mortarjotnts.Nconcrete anchorlocatforss noted as MAX.ON CENTER'must be _
S adjusted to mohftain the mh edge distance to mortarlotnts additional concrete anchors a'MAX
rz may be required to eruwe the AX.ON CENTER"dlmenslons are rat exceeded. W
3.Concrete anchor table: _
a: ANCHOR ANCHOR MIN. MIN.CLEARANCE TO MIN.CLEARANCE TO ^Z
TYPE SIZE . EMBEDINENt 'MASONRYEDGE ADJACENfAI&HQR 12 3 t5
• srus: N.1'.S.
• RW 3lTb' 1.1/4" 1-1/B' 1-7/B" DM M. JK a
9 TAPCONS cra.or. LFS 3
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TAPCO 114' 1-1/4' 2.1/r cr FL N 3' 5413.7
4.Concrete shag he 3,0M PSI contonning to Aa 301 or hallow block confomvng to ASTM C90. sr¢r 8 a 8 n
[i
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
CY.V.ou%L1u vanwo,rL JNYJ rlWUC a1.�.omv1Y!
Florida Board ofProfcssional Enginccrs Certificate or Authorization No.9813
Product Sub Category Manufacturer Product Name
Category
NewSouth Window Solutions 4176
Windows Mullion 4901 Oak Fair Blvd Extruded Aluminum
Tampa,FL 33610 Vertical Clipped Structural Mullion
813 626-6000
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for NewSouth Window Solutions based on Rule Chapter No.61G20-3,Method 2B of the State of Florida Product
Approval,Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements,
including the"High Velocity Hurricane Zone".
2. When used in the"HVHZ'',this product(f mulled together with"HVHZ"impact rated windows),complies with Section 1628 of the FBC
and does not require an impact resistant covering.
3. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the Building Official.
4. Separate product approvals for each glazing product used with these mullions must be submitted along with this mullion product
approval. The design pressure rating of the assembly shall be the lesser of the load capacity of the mullion as specified using this .
approval or the design pressure rating of the individual glazing products used.
5. Anchoring of each glazing product to the mullion shall be as shown in drawing FL-15413.7 or as shown in each individual glazing
product approval,whichever is more stringent.
6. Mullion anchor embedment to base material shall be beyond wall dressing or stucco.
7. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
8. Any conditions not covered in this evaluation are subject to separate engineering evaluation.
9. Aluminum components,including fasteners,shall meet the requirements of FBC Section 2003.
10. See drawing FL-15413.7 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Test Laboratory Sinned&Sealed by
TEL 02031435 TAS 201,202&203-94 Testing Evaluation Lab.,inc. William B.Shelton,P.E.
1. Drawing No. Prepared by Sinned&Sealed by
No.FL-15413.7 RW Building Consultants,Ina(CA#9813) Lyndon F.Schmidt,P.E.
Signed&Sealed
2 Anchoring Calculations RW Building Consultants,Inc.(CA#9813) t�Prepared by �,F'SCE 7� -e.. Lyndon F.Schmidt P.E.
...,,,•
Mullions RW Building Consultants,Inc.(CA#9813) ���* �;:�`G E N S��••, 0�,kyndtxl F.Schmidt,P.E.
(per FBC 1709.8 8 R609.8) Na 43409
3. Quality Assurance
2 /r • •'
Certificate of Participation issued by National Accreditation and 'v
Management Institute,certifying that NewSouth Window Solutions is ?. STATE OF
manufacturing products within a quality assurance program that complies .0:1 p;
with ISO/IEC 17020 and Guide 53. C O R O•'�����
*�i,�s�ONP►i���,,` Lyndon F.Schmidt,P.E.
FL PE No.43409
10/12/2017
Sheet 1 of 1
a
Plan Review
Windows & Doors
1) .Need manufacturing nstallationspecifications.
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.oth.rwise
specified:
5:) This.is for replacement (glass for:glass) only...If you wish to change 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 remaiwon windows until final.inspection.
9). :No:work shall start without permit first
MEMO
City of Zcphyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: deci
Date Received: c7-
Site:
Permit Type:
Approved w/no comments:13 Approved w/the below comments: Denied w/the below comments:
This comment sheet shall be kept with-the permit and/or plans.
JAN' 2 9 2020
Kalvin tgrAzer/—Plans Examiner Date Contractor and/or Ho—m—i6wriZ
(Required when comments are present)