HomeMy WebLinkAbout23-5737Total Fees: $472.50
Amount Paid: $472,50
Date Paid: 3127/2023 10:29:23AM
Q-)
BAR-005737-2023
Issue Date: 03/27/2023
Building Plan Review Fee $135,00 Electrical Permit Fee $45.00
Electrical Plan Review Fee $22.50 Building Permit Fee
$270.00
REINSPEMONrespect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection, whichever is greater, for each subsequent reinspection.
Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permit required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
Corn
_P11
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
1A
NIRAC SIGNATURE I`EtArr-�
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIREJ
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department m
5 4-4 le
Date Received Phone Conti to, Permitting4 el
Owner's Name er I C)z Z
Owner's Address Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
'31b LOT JOB ADDRESS Ail:
SUBDIVISION ke.0i", EL PARCEL ID# 1 21, -25-Z I
IT (OBTAINED FROM PROPERTY TAX NOTICE)
0
NEW CON-,TRF--1
INSTALL [=]
ADD/ALT = SIGN ,DEMOLISH
REPAIR
PROPOSED USE SFR E] COMM
BLOCK El
ES�fELECTRICAL 11 5%6.
=PLUMBING 1$
=MECHANICAL
giI
=GAS ROOFING =
FINISHED FLOOR ELEVATIONS LLL=
AMP SERVICE
OTHER
STEEL
P QR S E RO SRGSN" I Y
1-�
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY OTHER
FLOOD ZONE AREA =YES
NO
W.R.E.C.
BUILDER COMPANY EL
&��
M
r
SIGNATURE REGISTERED CIIRR.1Y/ N U
Address License #
9 ECTRICIAN COMPANY
IGNATURE
�i)E=:= REGISTERED C�LIRRrN
Address License If
PLUMBER COMPANY
SIGNATURE REGISTERED R,,I
Address License 4
MECHANICAL COMPANY [
SIGNATURE REGISTERED L_X_LN_j FEE GURREN Y/N
Address License #E=
OTHER COMPANY E
SIGNATURE RI 03 11 RED �;N _.� ... SEE �CIRREN
Address License 4
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans: (1) set of Energy Forms; R-O-W Permit for now construction,
Minimum ten (10) working days after submittal date. Required onsite, Construction Plans,StriErnwater 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 too (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans wl Silt Fence installed,
Sanitary Facilities & 1 dumpster. Site Work Permit for all now 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 Ip required. (A/C upgrades over $7500)
Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroots, if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
1,,*%
ClOWN
Driveways -Not over Counter if on public roadways -needs ROW
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
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 CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they
may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and
contractor may be citect 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 property 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 TranspoXation Impact Fees and Resource Recovery
Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does riot involve a certificate of occupancy or final
power release, the fees must be paid prior to pen -nit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior
to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that 1, the applicant,
have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of
Agriculture and Consumer Affairs. If the applicant is someone other than the "owner', I certify that I have obtained a copy of the above described
document and promise in good faith to deliver it to the "owner" prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with
all applicable laws regulating construction, zoning and land development. Application is hereby rnade to obtain a permit to do work and installation as
indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all
laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I
understand that the regulations of other government. agencies may apply to the intended work, and that it is my responsibility to identify what actions I
must take to be in compliance. Such agencies include but are not limited to:
Department of Environmental'Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands; Water/Wastewater Treatment,
Southwest Florida Water Management District -Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
Army Corps of Engineers -Seawalls, Docks, Navigable Waterways.
Department of Health & Rehabilitative Services/ Environmental Health Unit -Wells, Wastewater Treatment,
Septic Tanks.
US Environmental Protection Agency -Asbestos abatement.
Federal Aviation Authority -Runways.
I understand that the following restrictions apply to the use of fill:
Use of fill is not allowed in Flood Zone W" 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 (nay be requested, in writing, from the Building Official for a period not to
exceed ninety (90) days and will demonstrate justifiable cause for the extension. It work ceases for ninety (90) consecutive days, the job is considered
abandoned.
MEMO
CONTRACTOR
Subscribed and sworn to (or affirmed) before me this
Who islare personally known to me or has/have produced
as identification.
Commission
Name of Notary typed, printed or stamped
E,,P A,44 Notary Public, State of Florida
'b Giroux
M
vi Cc s 09/2 Christina M
N y
ly Commission GG 916025
0j, ,,.e Expires 09/2312023
- f
Public
3Z,
Al
KT5 -Iorc q fi� Use, R'Ntw"- f W Tt P k"
5"tImit 5w( hm ge, slats "'i, "am IIIIIAWations
c0llkact J!; 11cls Soo Map
Lwk,,soamh
�"#U)Product Approval
U-SER, P"I'li,
APPOCation DA it
Appfiratron 'Type
Affirmation
Code Versk)n
2020
Application $tattjs
Approved
Cornt"rents
Arrhivrtd
Product Mamifacturpr
Jechnical Representative
QIwIrty Assurance ReprpSMjtatjVC,,
Category
sirl"x"I(equly
resting
Quality Assurmice FnUty
Quality Assiaance C.ontruct Expiration Dole
Validated By
Certificate of t ride penric n (--e
20400 AW1 Road
crinton Town"hip, ml '18038
(58o) 28a-041 ()
rest 10(V1 temoqtinl'oorn "', COM
Jim H&H
* 06
;
011
Test Report
Archfte(,turafl 1(,isting jjjc. - Wjscoriwijj
JAMES A CLAN(-.Y, PE
WAdvition Checklist - HM'&Opy RoCeived
Referencwl Stanoarrj Fjoij yoat Swodaro
TAS 202 1994
NUIV810,11CO Or PrOdUCt StjjZ)tJar(JS
corUrle"I Fry
I ilfflrrP that them am no (jit)riges j?j tjji� . (lew Florida Building
Code whicli alfe,ct "IV product(s) alld .may PfOdMA(S) are M
comphance, With file rreeq rionda BuRchliq code.
Doctiment,'itioli frorTj appqive(j, Evalmatron or Vandetion Eotfty yes No NIA
Date Suor}rPned
Date Vrtliciartc d
Drift! 11(>ncfing FCKC Approval
Date Ai'ti}rc ved
Summary of Products
FAT # Model, Number or Name
Limits of Use
Approved for use in HVHZ, No
Approved for use outside 6 VHZ: Yes
Impact ResiStRint. No
;sign pressure, 4-55,1.41-55.14
Otlrert Mox€n-irrrr Wail Panel St"r 1' }" ytitEe x 3' 0" i}itch.
maxim}"Im i iuriaantal Sliding wgllciraw sire - 49" x 5' 3"
hitrlt, 4.littar,r' Tr4nso nr Metxirptifn Sfzr= m 41 q, tv tiir x 9,1 hggt,.
Limits of Use
Approved for use in F VHZF No
Approved for use outside ipiftt s Yes
XrOpioct Resistant. No
Desitin Pressure: +45J4/55A4
Doses« Maximum 41r"iall 1",00e1 Size - 4' ri" widin x W o" hjgli.
l ldX Irtttr hltrnzontal Slidinta Window Size - 4' 9" wide x 5, 3"
fiigh, Oppe- ;r-asnsarrr riax€inirin Sine: " 4' 9" wide x 9" hloh3
ECTf3i 9,3 406 Svrrrr>cartr Wall travel
Limits of Use
Approved for use in "V"Z., No
Approved for use outside HVHZ; Yee ,
Impact Resistant, No
Design Pressure; +55� 1.4/-55,14
Other*. hlaxifriut r Wall F roil tame - 1` 9" wide x 8' 0" higti.
Maximum Ht.rimntal Slic r}g, Window Size = 4' P" wide x 5' 3"
i1€ghl Upper Traostrrr klaxtrrtun Size . 4' a° «units x 'T" hgiht
Method I Or>;icrrr k3
Installation instructions
Verified By. Arch tectur<al Te*siinq Jnc. - Wisconsin
Test Reports
3-I/2" Thick Wall Panel .._ Alur; irrun SkirrPanillfJ lair€-
lrcansorn / ionjontai shiningWi;jtinjwllecdsdrTran";OitlAItrrr ErY trYY
,Skin Panel
Installation Instructions
liir.l rt � fi}stfaPlc l i rxxV' fo'i'W1
Verified By: Architectural Tesiirrci Inc, - Wisconsin
Test Reports
'l l.'�
3-1f2" Thwk Wall Panda -- A tirrArnim Shin Panel/Uppor
frDfis0ro/1 tf+riznretal ?;lidl,rg gist lcrt {l.aw�r° T',air irrJ ltrnsinarrTr
Skin Pawl
Installation Instructions
kl.it�f€?r} i?i'tr<til�ti,iJcl1
v rififi,-fi � alrcl1ft'ectrirarl `isstinq lnc. - Wisconsin
"Test Rdports
Qr?tTEa.4i :: a"?t_t ;9...
The r.iU)(e if 611 =M1.A/EW ernalo e
J ute Rr"We fx'v, Omar[ ire piibfic "acora", 3f yo'i do " nt eftot' yo e-"04 aeicl+c", rewe"e ri Pn sv meC ni ;a qr tttc-f$:c; ..I'ss reilei"t, do not Mani oE,.,,,tealim
7v"l to 9',' e nr tt (n�tr d Contact tr ofr' e s 4Y Phone 4 by vwatlo yea tf yn„ ha -earn, ptre800'1%, rteme c;r inct rrt 487 0ti,,h. "rTarWAM M `<xc?,neOA tn it ytlaii PA t N"n"P "irroirie t, 2.012, 6(sn"eee ticsns#d ondo, ChAIAO, 155, R. a St P")"* file' With a,i "tstah tsa'ctrt it they tiara torte. (he er,et€ie it 4Id d 'nay rir ?fi I`(}t r,iflt Al t:om'� r31fcation with Cti tie`.f .t<, . Hoec'`t,4 r t 3t "O rA idl 4 rev am nvhgj .'Oco 4. it V— is. w m"h w SUi pry.R
(v ovule Ow, O'et a Trio 7t 'vO ,an r:rnwB ,rdd s vhi, h um t)o m3 de A"Ofl ) e t'n tht: reitrfi.' V' €I@tP""itte Cry'. a,o a Itssnse r tti' do" Chas"tc"e 451,. r.5<, awe Cl,ct, IL
€ rothict Approval Ac=�c^rwc
i r:ifl i ,=rt
Safe
son=
BOUNI)ARY & AS -BUILT SURVEY
k2lt °rl: ,Ai 1 it N, ;I1LD
101 ' 01 i)CX 3, :F;PHYR .o-AKL'-x `,I)80ii, MN W AY! I( -
A", izF'TJ)RIAO IN lIL'A' i„f.ti`!'4' ,'i", ! m3fT_rs) F°".-)l(;;, Of let['; ;'ill111
Cyr"+x ir,.hfn
aT�t it@tt k p,n if Fgll lP Met gllh i�
'➢ \ 4 i YkV t 1 I 73 11t I m19 e"hIt" !, { t p
r a'"?i� (axn ,ly" 1 a•9(t en 1APVA'011A 4'!11
ANF
r 7F^ Nt4,lii t5," NAY
.21
u gg
r h, (�''Yv(� tt.�. gq'nn
Tale%X1"(}'`HAv
IS
t o f 1 I
)41.lX1.1< 3
ANIRF
(10(Y1tsq{ rfSMA 4ciAiY-
FP"A[" flit Fit-NIli�ll ANJI1
IM1IS F u.oF ni,,
t POR AN-
t ;ii( tTf CRII A ffqu«
)Ill MQP rt 1 M ANv LIIJ
( lI T11i T Ittt IPA !t t MPIANY
fc��
y
A IQr IONS ON) (11Sl'ftNt``t" "A1F. 1 UN IfriI)
i If Il IN HAYI BIT", NORD ;W fill
„If .ICY II AN;.
"HOV'N T xWN "Writ
�1C! .H i ..� '.;N( �': f?Tl•iM1!?ti4T 4,�i�1�'1N.
Hi 'I'Rvl': YON W, 'qQ1 A!4 TRA ,t 7 1�L 1..9M[Fl
"- If)MW 111RI ON I't)R T A^ANWN I,. HI(;W Th WAY,
Iai =1 flt It''AIWN (If -!Brt ORP SIII'11.1 MAY Al"Tr' 1ff -111;'
,OR ,IIF 1' T II I. ATIP
(,l Nr �,ulYixll�f'L1NI1 lAii�FNnir�nxNTMTts tea+,� trErN LO�e,An=r.
IMV)I'Jf it , YHOAN 1 kfitlN AM mW ❑1 nr iR,C(
,` Cdi.Gt}4i'FTN?IICS DIV TIMINOAR p&_n.
r F I Tb`A YM IfIHiflN AWL sA r , ON AIA IR) NAL
F iC31'.7ii .f lu�l[` ti! i Iht Af§!4 ">, C tkqf+ AN lA-r,VAfIorJ QI
'Y'C'i5 if wka FAn.12r )! Ytror, F "Nfm ANT) "IylpoNIli
if `itt I
IIlw AF1Pii Ifir coo ITfi " rrl TI *
�,ANINW'INQ, ANO NtIz NY flq,' ` tR1[14R AT 1 4, TiMt.
'IA 'I
ii91. MIAI '1JFe,lt WA, 6*fCrv,rAv , 194 TiiP r'TFLf` I`N
7—$2
s{,:tW AIx
t +;!,t�. (21 i(iF . i 111riG INR try
N.,At!AN AIN 11YF1C%14"T
I^TOR"'A'_ ("R 1'f A'f
AP 21f NY N
,
i + inY
w xAA91 (tv- ikIfI
d'911tt11 ;A"7 n3 C! 3{
L L G E r",D'
>r �r a
�u�'wfr I
l�i
f,ARY°?Y
m.M
44, STOP,
3
ttr Wttxt + s
HANK;} ILo" tI
t P1"AiHWmDI,P ��
} 3 3 p*, 5,
7*6zL `F 5�'`ti.,�IRK '�"'sk W # C `a eT4K
NATIONAL EXEC TRIO COD
ihFl
^ t VIEfl BF
F
tb§t It ,,.N IIIIAlti
."..
A fl 2Et k 4A
H mQ. t o 3P
ya,
� PLAN
i Tn, &*�N `x3Np' EXAMINE
INE
ci ro ANN Alit
�� 1�1 gz9nA
�T'II"bN Ndh aNU C;AF
N 0193
-rrteal 1 t anTy wr>z
`tU ;9Nh Ck 1irYltT+i
I�.
F(�IA4 'FAQ h4t? ti�ii�
'
'nfdts'r tF a5Y [Itil:
.° L
too•;?,
3Ulft MITI ULYA I)pN
If
rN n-
AT
fi i
t IA
y€aziJN,~•n
,� :ri�rtael:Tx
ri
e
�r, rrN �z c,=Hvnnlrer
';At't'i'i i°xTUun x�n>wr
"N#
a1NrRt1r r1mrN R'Ali.
TF
ni:R!iAVCPJt C^N7Rfrn dYnttr
DNA
YtY t Al t'.CY."'�OIC
otil i NiY RtL&lON
""AANF
:t
0"Ni:lt
t7Nt l,'lY rya1
FR
Dili:
T IAf IN
N{kiNt W yl!"t+,i
.:k
IN4'gjl, PAN
Y'NF
tT
1lo 7N I IYh
R: 1,
m I .01
`ft2P IiAi EY Rq,R F tMAp NFNT Mydlrtlt;'r
qC
Nf,{,NT '1 "'Ir,111F 0111AT91hF
N. N la
A
Pf U`w111 k1Y:A1RANi i, ti#TR WAN
(NU
aF7{'I,{ati@,§1 fl7CIiFNa' F WI,N,IWth?'
ON
IT,
aP
tiFf.kgltrkAfiliN
tiP NNiR
i ru
E
itHtA FVS eA4AI sFIhVNYti" t$WN�:
T,kV" P rhR'.tl NC*'
I strN �fi 5tt"4Y 5VY[
lutIv"
St
w74F.tH� +gai
;WA
1111"4AtA A, UyltllY TA"bl,0II
4
;lntllVAIK
or,
VA
TPAINAW I'Aq N,
ivII�EASsAIPIT
111A,,. nY1AIAW
1.
t "I ArTEA4`AN tC."Y I- 41ATl;u
tti e'
£4 MAPPING, INC,
6 @ s
._-.,. .a�.t cif.a,,x a l>,�,T ,I
KKI t ,
l; 7FI I t NA16
I IWArf34 IA (t tirv, 'HAT tyke SWIM, � ttt lk.=1 r o- stF
tRvt ON, hN( 1 4'`t)M TAIW p IfI h;;t R Mf 1 I txr;
AF PIi A(4t !" ldiN �4 j?�1 CIyt AI T.ANNAYM`C 1
I`lifl Tt 41x r, RI I+I4!{�aA IN1100 ^F !'NAYCS If1NAi
MITIA )ITS ANII 1A%I'M N! lo"I iP'*t tA.zfty-A
AlidfalF,i§ih I}1'1 tvf: d�NNlifi{J3't(} f1 IC?e;+2 C?1gr
AT II,
" Alll iFfy.
W
P"
tt S I.ftl (rat b 4" tt 1 ! i xl'# v Nr F !k! i{r
a iTl llti 1, AI vl F!`N 1%, ltFGT+iRU;C .,Ie,NAITj Rr ANr'
CODE,
�"' Naa€*•A�q g
FRAME COLOR: BRONZE
FASCIA/TRIM: n/a
INTERIOR KP: BRONZE
EXTERIOR KP: BRONZE
SKIN TYPE: TEMKOR
ELECTRICAL LEGEND
MORGAN PROJECT �g VVALLMOUNTED L-GHT
UGHrTS,,`VITCH
DUPLEX RECEPTI'AL
EXIS'TINGHOUSE a
INSTALL OWNER SUPPLIED CEILING FANS AT EXISTING BLANKS
CAP EXISTING CONCRETE
22.5"FL 55VVINDOW
55'WINDO'Y'V ib 43100NDOW
ELECTRICAL LAYOUT
NOTE: ENCLOSURE NOT TO BE USED AS A PERMANENT LIMN'; AREA
I
m
Zo
<
<
uj W
z V
DRAWINGS NOT To SCALE
fi CL
th
<
t
FINAL PRODUCTAPP, RANCE"'Y
20
VARY WITH FIELD ADJUS MENTS
n N
FOR EXISTING CONDITIONS
al Will' 11 11
lee
STXTE OF
o F;
N
,I I
1) BASIC WIND SPEED: 140
2) RISK CATEGORY: 1
3) WIND EXPOSURE CATEGORY: B
4) EXPOSURE CLASS: ENCLOSED
5) INTERNAL PRESSURE COEFFICIENT: 0.18
6) COMPONENTS AND CLADDING PRESSURES:
ROOF ZONE 1: +13.4 PSF, -25.9 PSF
o
zt')
ROOF ZONE 2: +13.4 PSF, -29.5 PSF
-j Lo
0
C:
-,On
a.
ROOFZONE 1+13.4 PSF, -29.5 PSF
WALL ZONE 4: +24.3 PSF, -25.9 PSF
0 0
�- Z
WALL ZONE 5- +24.3 PSF, -29.2 PSF
-020g; , io
V)
<
n 0-
co bi
-r-
to
to
cli
z
w
L,
Nikki s k • Pasco County
Permit f. NOTICE OF •
Parcel ID!..State of Florida
County,
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.
IVC V 3t-. V GZ
1. Nscription of l(legal
a. Street ♦ Address:
2. ^ } R # of improv
M
c. Interest in property:
4. Contractor Information
a. Name and address-
b, Telephone No., -3 1 Fax No.: (optional) 3
5. Surety (if applicable, a copy of the payment bond is attached)
a. Name and address-
b, Telephone No.:
c. Amount of Fonda
6. tender
a. Name and address:
b. Telephone Noa
7. Persons within the State of Florida designated by Owner upon whom notices, or other documents maybe served as
provided by Section 713.13 (1) (a) 7., Florida Statutes:
a. Name and address:
b. Telephone No.: Fax No.: (optional)
8.
a. In addition to himself or herself, Owner designates_ Of -to
receive a #y of the Usnor's Notice as provided in Section #Florida
b. Phone Number of Person designated
Expiration date ofnotice ofcommencementexpirationdate .';:notbe before ♦ construction A
final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified):_
WARNING TO OWNEk ANY PAYMENTS MADE BY THE OWNER AFTER TJ* EXPIRATION OF THE NOTICE Of COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR
PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE)OB SITE BEFORE THE HPAT INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WIITIHI YOUR LENDER OR AN ATTORNEY BEFORE COMMENCIING WORK OR RECORDING YOUR NGTKE OF COMMENCEMENT.
to the i' # # `t#` and belief.
(Sigoature of Own.ort2 or Llm.e's (Not Name and Provi Signatory'sTit
k
}...... + r ..
The foregoing instrument was acknowledged before me thisj* day of 202 3
s (type of authority, e.g. officer, trustee, attorney In fact)
Fo
0, of authority e.g. ofter, trustee, attorney in fed)
for (name of partyon "d
Personally Known - Produced ID
Typeofl[D-��)V �544�nt::Avt!�� Notary Signature
Print name
!#' 1 + litllll lti y�y
8'
I'l *oo
Nw. N
r695
w
cl ATE OF
00
%
If
"I'llilit'Al
t>-K t ST 10
8'- 11
8'- 2j"
t
16 OF TH
LIED BY T
DE
S THAT C
08 OF TH
7'- 1 0j"
A2
STRUCTURES
ACCORDANCE
BUILDING
OPERATING GLAZING
TEMPERED
ALL TEMO STRU ARE
DESIGNED IN AC E
WITH CHAPTER E
2020 FLORIDA CODE,
7th EDITION.
NOTE: ALL OPER ZING
PRODUCTS SUPPLIED EMO
SUNROOMS INCLUDE RED
HPG-2000 GLASS CONFORMS
WITH SECTION R3 E FRBC.
co w
Li
ui r-i co z
, < co
Co
< Z 'r)
V) m 0 (o
0)
Li z 01 05 Xk
0 >-O,—Lj
0 M
o
< "t z .. 'o -
:D 0 ::i m cr -
-j c'4 L) CL a. LL
co
cli
< <
CL
00 m
0
m
N 0 0
at
<
8'- 2j"
t
16 OF TH
LIED BY T
DE
S THAT C
08 OF TH
7'- 1 0j"
A2
STRUCTURES
ACCORDANCE
BUILDING
OPERATING GLAZING
TEMPERED
ALL TEMO STRU ARE
DESIGNED IN AC E
WITH CHAPTER E
2020 FLORIDA CODE,
7th EDITION.
NOTE: ALL OPER ZING
PRODUCTS SUPPLIED EMO
SUNROOMS INCLUDE RED
HPG-2000 GLASS CONFORMS
WITH SECTION R3 E FRBC.
co w
Li
ui r-i co z
, < co
Co
< Z 'r)
V) m 0 (o
0)
Li z 01 05 Xk
0 >-O,—Lj
0 M
o
< "t z .. 'o -
:D 0 ::i m cr -
-j c'4 L) CL a. LL
co
cli
< <
CL
00 m
0
m
N 0 0
at
<
z o
8
-j<I)
-i
uj w -i
'yllp
m
00
tzv�
D-
co >-
r- m
0-
g� � 11"
fgg
m
0 cn
0 ui
:2 n N
6�
ui
gg'
<
z
z
hrF
m
0
.1
m m
W
pJ
O J 3 M Z uMi
2 Q S
f-
0 0 c°o
w Z0U%�*
�` D- O FO w ci
d' Z p J
O O J 2
" J N U a a u-
. .> y 00
T
°1 d �� TE i
N
�00
Cc,)
Cj
'q et, i a
EXISTING HOME = J V)
Z
O O m to
$5 Cis �C3 �� osa `t z m
to O Z ~ a' N
Q J a
N a� m a w
a a Q
Q
Z
7'-1 07„ t i J
-
EXISTING ROOF o 2 N U
z
V
'n
Un y
w
o �w
a a
Q J I
w uj
to 22.5"FL 55" WINDOW 55" WINDOW 43" WINDOW o -
0
Q
rn
rn
m
c?
--. 11'-63" 8'-118„
IN
p Ai
<O o
<ro
ww a
==w
VIA%;,; or z vi
-j
"
N a
Ocow uj
NOTE j ��N m z
0
FRAME COLOR: bronze THE SIDE WALL ATTACHMENT
FLOOR TO HOUSE IS A NON -LOAD a Z
FASCIA/TRIM: n/a BEARING CONNECTION. 5 Z °- of
INTERIOR KP: BRONZE PROPERLY CAULK BOTH SIDES o o
EXTERIOR KP: BRONZE NOTE: ENCLOSURE NOT TO BE USED OF ALUMINUM EXTRUSION
SKIN TYPE: TEMKOR AT THIS CONNECTION.
AS A PERMANENT LIVING AREA
4TEM04
FIG. J3
GRADE
EXISTING ROOF
8'-2 3/4"
ZEXISTING CONCRETE SLAB
S" EC"' T 10 N 'A'
co x
� W
00 ID Z
q S.
% a m
w o z
a i w
r '°
J M
O z co
In
°
ui z O
a� r.
O O m W
> o -.emu
O O J S M
iN(3d 6. u-
co
�. �a'`u z
N
6�
dLij
or
uj
ot
<�
= z
r
a
>
m
uD
EXISTING
d z
o
m <
z
o
e�
M
o
STRUCTURE
=
Q
w
o n
a
a
z
W
J
N
_
(n
W U
�ato
o
a, -jaM a
W W J
=sL-
U 0
o-zV
Mrgd_�
N a co
f� c �MN m z
i R W
2
�G Q z
z CY
l�s CO w co
0 d p
0
Q
6
N
a
Q
r+-
m
(Tt
C
O
K)
O
N
CA
y.
6,a,T1*oo00®0�1001�0��� IN
Il�i000io�®ioioi*ioioioi�l
♦dio♦0000♦♦
rOO�oi000O�o0oo00�
rioioioo°oo�ooaooj
xWolfikli-MM6
S. Es 10
0 W
.
����
w Z
J
Z ii
Nm -- 0 0 coo
W Z O � �t
i- O R ul o
J
-
E
EX@STCN CONCR AER _
_ *c* Z p
O J S a- J
J N V Q au
gee c,
c
oa
e
�`
��°•
Gy
¢
<E
4" TAPCON @ 12"'''ON CENTER
o
�'
INTO CONCRETE
�/—
a
a
z
00 rO
>
m
-, Z
m K
uj
N C7
H
O
J
Q'
Q.
2-#8 TEK SCREWS
°
a
INSIDE AND OUTSIDE
OF EACH MULLION
140 MPH WIND SPEEDS
N
d
v
W
W
<i
<g
Lil Bus_
-
0 J
F
~
�u
W
Z O
U
-ju
J to
W W J
Ll
O
d
S = V-
U o
Z_ ui
T-
Z Ln�
Q.
�
/
o oow
m
<C
Z
%1
Z
m
Q
o
a
r
* CALIFORNIA FACTORY BUILT HOUSING CMJ-TEN 1-4 * FLORIDA PRODUCT APPROVAL 7082 * FLORIDA PRODUCT APPROVAL 7086 * FLORIDA PRODUCT APPROVAL 3521-RI * FLORIDA PRODUCT APPROVAL 10824 * FLORIDA PRODUCT APPROVAL 12671
IVi1to]m11 11 001
i
1
2
3
4
SPECIFICATIONS FOR
SUNROOMS AND PATIO COVERS WITH
3.625 INCH WALL MULLIONS
INDEX OF SHEETS
FLOOR PLACES, ELEVATIONS and ROOF PLANS
3.625 SUNROOM SYSTEM ROOF DETAILS and NOTES
3.625 SUNROOM SYSTEM WALL DETAILS
3.625" SUNROOM SYSTEM CROSS SECTION and ATTACHMENT DETAILS
0,401- r e
�;ODEC' 'C"I f �'TVIA �n
ok, I PA, L Lpa ff-
m a �
o ¢ m a
wZ<>
®
zF w ¢ t w
o¢J��
<E �
®z<
M
Z
sco
a
IdIlk
� M
0
o 00
O
�a
z0
�o
I to
00
0 N
G
® 00
D: 00
J
O
O
N
DATE:
FEB 01. 2023
u.R, "A,.r. ,v
Q'�°" MNM HALL RD
OFES
16 q.%dTfiN ;n 'F 48tl36
Pit {80R} 3 4-SW
EIR
" i'"` J E i" y " B FL U . #69538
DRAAW BY:
1 F rr
r-� J' CUSTOMER:
LIFE -REM
ROOF PROJECTION
ROOF PANEL
lip IN
Boni III
Iwo — I
MULLION SPACING NOT TO EXCEED 4.58 FEET
a K#j "g. em HIM
18-
MAX.
ROOF PROJECTION
ROOF PANEL-\
E
00
MULUON SPACING NOT TO EXCEED 4.58 FEET
PATIO COVER END WALL ELEVATION
%
NOTE-
i ALL SECTIONS & DETAILS REFERENCED HERE ARE
SHOWN ON SHEETS 4TEMO2, 4TEM03 AND 4TEMO4.
WON=
LLION SPACING NOT TO EXCEED 4.58 FEET
9-111u#xolvirl.grlki#11
,—ROOF PANEL
EXISTING STRUCTURE
OPTIONAL DOOR
CZ 1'e
N
No
69 '6
A,
L-4
12" TYPICAL
VARY TO SUIT
TYPICAL STUDIO ROOF PATIO COVER PLAN
EXISTING STRUCTURE
ifflillawarktaill
<
00
:3 u-
0' 5
<
CD
u "01
ums
co
EL
00
z
0 0
Am. -Z
ro
10
00
c"I
I
FEB 01, 2023
WAY ESHO, PE
20400 HALL RD
CLINTON T%P, Lt 48038
PH: (am) 34+-ww
PROFESSIONAL ENGINEER
FL U0, #69538
' - F NAME LE 4TEM01NT
SHT. NO.: I
ALUMINUM CAP
0.032"
16' METAL FLASHING
OVER SNOW & ICE SHIELD
ATTACH FLASHING TO TEMO ROOF
W/ J8 SMS SCREWS ® 6" O/C
CAULK SEAM AND SCREW HEADS
#8 SMS 0 6-O.C.
0.032" ALUMINUM
TRUSS ROOF WITH
SHINGLES OVER FELT PAPER
\_RAFTER AT
IV ON CENTER
sml®
:y— may-. WALL
NG ATTACHMENT
OUTER ALUM. ROOF CLEAT
!AY
EXISTING OUTER ALUM. ROOF CLEAT
RESkDENCE
e'
CONTINUOUS
RAIL PER !' ;L#
01 TO PENETRATE SOLD
WOOD
O
4 PENETRATE MASONRY
STRUCTURE 1 3/4- MINIMUM
.. V)
•O�
INNER VINYL ROOF
:TAIL`
g
NERAL NOTES & SPECIFICATIONS
N
ALUMINUM SKIN FENDER WASHER 1/4" CARRIAGE BOLT NCLOSURE SYSTEM IS TO BE INSTALLED UNDER THE ROOF PANEL
WN ON DRAWING NO. 4TEM04 OR UNDER A CODE -APPROVED EXISTING ROOF.
~ 'DESIGN LOADS: SEE TABLES FOR DESIGN LOADS AS SPECIFIED PER THE 2020 FLORIDA
P- *ILDING CODE 7TH EDITION, 2020 FLORIDA RESIDENTIAL CODE.
`a f 3ASTENERS: SCREWS SHALL BE SIZES SHOWN AND SHALL BE STAINLESS STEEL,
T y ZINC PLATED, GALVANIZED STEEL OR 2024-T4 ALUMINUM.
T"``" 3 4. ALL STRUCTURAL COMPONENTS OF THIS SUNR SYSTEM (EXCEPT SOLID
€ � PANELS) ARE OF ALLOY & TEMPER 6063-T6 UNLESS SPECIFICALLY NOTED
OTHERWISE.
5. ALL EXTERIOR PORTIONS OF THE SOLID WALL PANEL WHICH ARE SUBJECT TO
WATER INTRUSION SHALL BE FULLY CAULKED.
6. OPENINGS IN THE WALL MAY BE COVERED WITH A WIND BREAK MADE OF TEMPERED
GLASS WITH A MINIMUM THICKNESS OF 1/8 INCH THAT COMPLIES WITH THE CODE.
7. WHERE THE ROOF PANEL SPAN IS PARALLEL TO THE EXISTING WALL OF THE
ALUMINUM SKIN RESIDENCE, THE ADEQUACY OF THE EXISTING WALL SUPPORT STRUCTURE (STUDS,
HEADERS, BEAMS ETC.) SHALL BE VERIFIED BY AN INDEPENDENT SOURCE FOR
THE ATTACHMENT OF THE RIDGE BEAM. THE ADEQUACY OF THE EXISTING FRAMING
IS NOT A PART OF THIS DESIGN OR APPROVAL.
UL APPROVED FIXTURE BOX & THE BEARING SYSTEM MULLIONS HAVE BEEN DESIGNED FOR LOAD COMBINATIONS
REQUIRED BY THE 2020 FLORIDA BUILDING CODE, 7TH EDITION.
CEILING FAN MOUNTING DETAIL 9 NUM IN CONTACT WITH DISSIMILAR MATFRIAIS SHAII RF PROTFCTFD
9
APPLICATION : OF SHINGLES TO
THE TEMO ROOF SYSTEM AS
SHOWN WILL .NOT VOID THE
TEMO SUNROOMS WARRANTY
/2 LG.
0 6'O.C.
10. THE 1/4.0 TAPCON ANCHORS SHALL HAVE A MINIMUM TENSION VALUE
IN CONCRETE OF 365 POUNDS. WOOD LAGS SHALL BE 1/4" BY 3° GALVANIZED
LAG BOLTS.
FASTEN SHINGLES USING FIVE 11. ALL EXISTING WOOD SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.49.
NAILS PER SHINGLE.
CONTINUOUS COVERAGE 12. SEE TABLES ON SHEET 4TEM05 FOR DESIGN WIND LOADS.
OF SNOW & ICE SHIELD 13. ASPHALT SHINGLES OR LIGHT WEIGHT TILE SHINGLES NOT EXCEEDING 7 POUNDS
W/ MINIMUM 6- SEAM LAP PER SQUARE FOOT MAY BE INSTALLED ON THE ROOF PANELS IN ACCORDANCE WITH
TAS 100-95, TEST PROCEDURE FOR WIND DRIVEN RAIN RESISTANCE OF DISCONTINUOUS
ROOF SYSTEMS, TEST REPORT DATED JUNE 5, 20D6.
14. ALL OPERATING GLAZING PRODUCTS SUPPLIED BY TEMO, INC. INCLUDE TEMPERED
HPG-2000 GLASS THAT CONFORMS WITH CHAPTER 24 OF THE BUILDING CODE.
- TEMO ROOF PANELS 15. WHERE SUPPORT PROVIDED BY A CONCRETE SLAB IS PERMITTED BY CODE, THE
CONCRETE SLAB (NEW OR EXISTING) SHALL BE IN GOOD SOUND CONDITION, MEANING
THE SLAB WILL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI, HAVE NO
EVIDENCE OF EXTENSIVE CRACKING, WATER SEEPAGE, OR UNSTABLE FOUNDATION
CHARACTERISTICS AND HAVE A MINIMUM THICKNESS OF 3.5 INCHES.
SHINGLES TO ROOF PANEL
ATTACHMENT DETAIL
I-mm � �_► i
ROOF PANEL SPLICE I,u)
TABLE 'C' MAXIMUM ROOF PANEL SPANS
PANEL DESIGNATION
WIND SPEED
T-3-2-32
T-4.25-2-32
T-6-2-32
110 MPH
16'-0"
17'-5"
21'-2"
120 MPH
14'-5"
16'-0"
19'-7"
130 MPH
13'-3"
14'-5"
18'-0"
145 MPH
12'-5"
13'-5"
16'-8"
ALLOWABLE MULLION HEIGHTS AT MAXIMUM SPACING*
WIND SPEED
MULLIONS
110 MPH
120 MPH
130 MPH
140 MPH
98
89"
82"
76"
MALE -FEMALE
8'-2"
7'-5"
6'-10"
6>-4"
MALE -FEMALE
134"
124"
116"
108"
w/ WALL STUD
1l'-2"
10'-4"
9'-8"
9'-10"
MALE -FEMALE
138
128
120
114
w/ RACEWAY
1 l'-6"
10'-8"
loll-O"
9'-6>,
a
E M ¢
dw m�
o=
�oza>
�wdLnw
a<� F-
a
:2 <
�w 0 w
z w I-
0
vfi o z
cL0v Q
Lli
FEB 01, 2023
LUAY ESHO, PE
20400 HALL RD
CLINTON Tw. III 4ww
PR (800) 3,-
PROFESSIONAL ENGINEER
FL Lk. 46SAIA
FULL HEIGHT MALE
AND FEMALE
Z#8 SMS 0 TOP AND
BOTTOM CHANNEL
WINDOW JAMB
SUDING WINDOW
FULL HEIGHT
7FEMALE AND MALE
#8 SMS ® TOP AND
BOTTOM CHANNEL
FULL HEIGHT MALE
AND FEMALE
_Z#8 SMS ® TOP AND
BOTTOM CHANNEL
TRANSOM JAMB ��!!
0 FIXED GLAZING
FULL HEIGHT
FEMALE AND MALE
#8 SMS ® TOP AND
BOTTOM CHANNEL
•
FULL HEIGHT MALE
AND FEMALE
L#8 SMS 0 BASE
AND TOP CHANNEL
PANEL ADAPTER AT-�
SOLID WALL PANEL
Cl.L 1:afvLLi
FULL HEIGHT MALE
AND FEMALE
L#8 SMS ® BASE
AND TOP CHANNEL
-PANEL ADAPTER AT3
SOLID WALL PANEL
0 SOUD WAIL PANEL
r
r•
FULL HEIGHT
AND
nA Ti
Lwal._ #J
;#14 WOOD LAG SCREWS OR TOGGLE
BOLTS AT 12® O/C FOR WOOD
OR
1/4- TAPCON AT 12" O/C FOR MASONRY
CONNECTION0 HOUSE
0 SLIDING WINDOW L SOLID PANEL
MALE/RACEWAY/FEMALE MULLIONS ®F1xEo GLa7JNG ®SOLID WALL PANEL
0
Z s J
bi F-
Lil Ld
in vi o
CV �-
FILE. NAME:
4-TEM03NT
SHT. NO.:
#12x4", 6" OR 7" SMS W/2" O.D. ALUMINUM WASHEM
& NEOPRENE INSERT SPACED @ 6" O.C.
WALL CAP SPLICE TO BE
OVER THE VERTICAL MULLION
TOP EXPANDER SHALL
BEAR FIRMLY ON MULLION
SECTION PRIOR TO INSTAL-
LATION OF FASTENERS
(2) 1/4- X 2 1/4" TAPCON SCREW
@ 140 MPH WIND SPEEDS
LOCATE 1-ANCHOR 2 1/4' EACH
SIDE OF MULLION AND AT 16" O.C.
BETWEEN EACH MULLION.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MULLION
ON
0
BEARING WALL SECTION
1/4' X 3" LONG LAG BOLTS
0 140 MPH END SPEEDS
LOCATE 1-ANCHOR 2 1/4' EACHH�
SIDE OF MULLION AND AT 16" O.C.
BETWEEN EACH MULLION.
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MULLION
BASE SPLICE
TO BE a" MINIMUM
FROM VERTICAL MULLION
2-#8 TEK SCREWS
INSULATED STRUCTURAL
DECK PANELS
EACH SIDE OF Will I 1r)KI
140 MPH WIND SPEEDS
ALUM. FLASHING
BEARING WALL
TEMO NER <APPI
1/4* X 3' LONG LAG BOLTS
@ 140 MPH WIND SPEEDS
LOCATE 1-ANCHOR 2 1/4- EACH
SIDE OF MULLION AND AT 16' D.C.
CD
BETWEEN EACH MULLION.
LaJ
BASE/WALL CAP
SAME AS BEARING EXPANDER
TO MULLION
BASE SPLICE
TO BE 8' MINIMUM
FROM VERTICAL MULLION
EXIST. OR NEW WOOD
DECK IN GOOD CONDITION
ALUM. FLASHING
I
BEARING WALL SECTION Q2
ON WOOD DECK
(2) 1/4' X 2 1/4- TAPCON SCREWS
Q 140 mrn SAND SPEED"
LOCATE 1-ANCHOR 2 1/
SIDE OF MULLION AND A
BETWEEN EACH MULLION.
BASE/WALL CAP
SAME AS BEARING EXPA
TO MULLION
BASE SPLICE
TO BE 8' MINIMUM
FROM VERTICAL MULLION
BEARING WALL SECTION (23
ON CONCRETE SLAB
C14
0 C14
m
r=
0 a s
< 5
< 0 r5 F5
Q_ z - Q
m
pl)
• co
oz
oz
%SON �5
co
ch
O
O 00
00
o
00to
<
0
, 0
0
cli
LUAU2023
.. PE
2040D HALL RD
ajN_ TIP, hfi 48OW
M (WO) 344-&M8
PROFESSIONAL ENGWATR
FL Lt.. 45M6