HomeMy WebLinkAbout22-4258A
BAR-00425
Issue Date: 07/2012022
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 subsequent reinspection.
Notice: In addition to the requirements of this permthere 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.
7 V,-G- 1, f f freff JT
accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
--70;"7TFt'' TOI:,' SIGNATso URE
PE IT OFFICE
��ERMIT 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 AppIication------7:am_ —Fax 813-780-0021
Building Department
Received
Date Rece"Ived
ct for Permitt 13 .5
iz
Ownees Name ----
Owner umbor
Owner's Addraass Owner Phone Num 6or
JOB ADDRESS LOT #
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
E INSTALL REPAIR
PROPOSED USE SFR COMM OTHER
TYPE OF CONSTRUCTION BLOCK FRAME STEEL
Ce&4,P-7 rl-47-f
DESCRIPTION OF WORK F-7�-t-,, -o ; �� -, �ie4,
BUILDING SIZE SO FOOTAGE HE,,HT
ILDING EE= VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL F$ ------------- AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING
MECHANICAL VALUATION OF MECHANICAL INSTALLATION
2-'S-QT
=GAS ROOFING E:] SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
1-47 A
BUILDER COMPANY T
o-7
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License
k X — -f 2Z-
ELECTRICIAN COMPANY 06,) E:;;�
SIGNATURE REGISTERED Y/ N FEE CURREP, Y/N
r------------------------------------------------------- I
Address License #E=�-���
PLUMBER COMPANY E
SIGNATURE REGISTERED Y ! N FEE CU�RREN
Address License #
MECHANICAL COMPANY E
SIGNATURE REGISTERED ;;;;��FEE C�URREN
r---------------------------------------------------- I
Address License #E=:===
OTHER COMPANY E
SIGNATURE REGISTERED FEE CDRREN
r---------------------------------------------------- I
Address License
RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction,
Minimum ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I 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 ton (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed,
Sanitary Facilities & I 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 Attorney (for the owner) would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage)
Driveways -Not over Counter if on public roadways.,needs ROW
NOTICE_COMMENCEMENT
Permit No. 011
�r Identification Est, 1-
00000-0040
THE UNDERSIGNED hereby gives notice that i pro etatcrtts will be madeto certain read property, and in accordance with Se tisrtr
71313 of the F'lsrrida Statutes, the following information is provided in the OF COMMENCEMENT.
1, Description ription of propeVeal
a Strut address; aww
.._
2. General desefiptioa of improvements
vements
. Hidden fiver Phase.2.
Owner Infme tier# `r Dawson Chase r Z r l
�� arttd aadrss,
b) Name and address of fee simple titleholder (if oilier than owner)
c Interest in ptprt
Contractor Inforniation
a) Nanic and add€ ° a
b) Telephone
e Surety irtfoxtttidtt
a) Name and address
b) Amount of Bond:
c) Telephone o,: _..__ Fax No. (Opt.)
6. Lender
a) Name and address: .�_.
7. Identity of pemon within the State of Florida designated by owner upon whom notices or ether documents rare be served;
a) Nanw and address:
b Telephone No.: . (Opt.),
. In addition to himself, owner designates the following person to receive a copy of the ienor's Notice as provided in Section
7I 3. 3(t) (b), Floridan Statutes;
as Narne and address,
b Telephone Nay.;_ _ Fax No. (Opt.)
, Expiration date of Notice of Commencement (tire expiration date is one, year fart:: the slate of recording unless a different date is
WARNING TO OWNEW ANY PAYMENTS MADE BY THE E THIS EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED LIPROPER PA"IENTS UNDER CHAPTER 713, PART 1, SECTION 71113,
FLORIDA STATUTES AND CAN RESULT IN YOUR PAYING ¢ I E FOR 1PROVEMENTS TO YOUR PROPEL:
NOTICE OF COMMENCEMENT MUST BE RECORDED AND t `IST N THE JOBSITE BEFORE THE FIRST
INSPECTION. IF YOU LNTENDO OBTAIN FINANCYNG, CONSULTI E OR AN ATTORNEY BEFORE
COMMENCING WORK OR RECORDING U Fi `I CE.
STATE OF FLORIDA
COUNTY OF PASCO
The foregoing; instrument was ack-noNvIedged before
as
s taaa�3i?s���cardr�a'�ce�3��az��it#�c fares#aa�i�s�-t�a�r��s��
PAnt Name
this ....day 1Df,___j
Personally 1Cmmn — OR toduced Identification Notaty Signature
t of Identification Produced �. � a a ,... (lttirtt)
20 by
i L F
ltN tf ittt�wWeii
ffiar, trusteeattcttey to fact) frsr
Tarr itast rttered),
Vedfic ation pursuant to Section 92.525, Florida Statutes. Under penalties of peritrt , I declare that I hay e read the foregoing and that the facts stated
in it are trace to the best of ray knowlefte and belief,
ECHRISTOPHER DEL CO'iitl r xuzatyru �:t i�;.aaa tit �s m
otary Public - Stag o(Fl6rtda
Commission # tila 156477y Comm, Expires Jul 1, 2025 through National Notary Assn.
L. J
F'q 0-1
74� 1 0
IX2.
ALL WORK SHALL G0MfA.`,v`,fl1'H' PREVAILING
CODES FLORIDA BULDING CODE,
NATIONAL EI-1ECTRI1,11C ('0WE.
AND THE CITY OF ZEPHYRHI'L;,
ORDINANCES
REVIEW DATUN 3 0 2022
C 1 OF Z E P H `-7if 5, 7P-1-1 ", T _1z _,
PLAN EXA-d
mi
DOORS MAY BE RELOCAT
PROVIDED POST SPACING
CRANGED
FIELD VERIFY ALL DIMEN
LUMB
STRUCTURAL ITEMS
SIZE THKN'S SMB ® H - 8
ROOF BEAMS
v
END POST
y.. 6 6-0
FRONT POST
x 13
EASE BEAMS
PURLINS
CHAIR RAILS
_.�_�Z X�0 L/-'7
BASE PLATE
x Z x 0q(1) 13
CARRIER BEAM
POST
PANS
LC)1,v-0Sj7__1-_ 3X,�gxo2_14
CA �5,&U14L_
RA—TERJALS
ALUM ALLOY 6006-TS
NOTES
1, WORK THIS SHEET
WITH ALL OTHER SHEETS IN THIS SET
NOTIFY ENGINEER OF ANY CONFLICTS
2, ENCLOSURE TYPES
FLAT ROOF IN SLOPE IhV/ FT
HIP ENDS
—MANSARD
MANSARD HEIGHT: 3-FEET UNLESS NOTED
GABLE - GABEL ENDS
GABLE - HIP ENDS
GABLE HEIGHT: 4 FEET
Contractor:
.--- - —1 - —1 Job Name - TROJANOWSKJ
99 PINE AVE
OLDSMAR, FL 34677
4ill,
City/County: ZEPHYRHILLS
'State: FL ZIP* 33640
RICHARD WASILEWSKI, P.E.
1520 Chate2uwood Dr
Cie ater, FL 33764
FLORIDA LICENSE 15686
727-631-8104 Office
727-580-4341 Cell
727-631-3111 Fax
u
)qsc_(; 0-r-C /08 .6
EXISTING TRUSS0
#10 x 1-1/12'."S.M.S. OR WOOD
WOOD SCREW (2) PER
RAFTER OR TIR0.8S MAIL
#10 X 3W S.M.S. OR WOOD
SCREW SPACED @ 12- O.C.
.. ... . ...
@ 8" O.C. BOTH
-E
A L L E' X- 00 S 6S'
,7- ......
ROOF RANEL
EXI-STINGIFASCIA
ROOF PANEL TO FASCIA DETAIL
EXISTING HOST STRUCTURE SCALE: 3'n V-9' #Aqx llin-
WOOD FRAME, MASONRY OR S.M.S. SPACED @ -6"0.C-
OTHER CONSTRUCTION
FOR MASONRY USE.
114'x 1-114"MASONRY DESIGN DATA
ANCHOR OR EQUAL @ 1;2'O.C.
FOR WOOD USE:
'Co
JDA B: 'C09S 7020 7th EDITION
9S th I
FIFA 7
FLORJDA BUILD-M-40 CODE 2-020 7th EDITION
ArZ S. ORINOOD #14xi
SCR 12"O.C.
FLOOR PANEL p- M-
............
vuk-
mas-
I PANEL TO WALL DETAUL
HINGE LOCATION
� 2EXTRUSION ---H-111 •EXTRIJSION
HINGE LOCATION
HINGE LOCATION
Notes:
I. Door to be attached to structure with minimum two (2) hinges.
Z Each hings, to he attached to sinxiur8 with minimum four (4) 412 x 3W S.KS.,
3. Each hinge io be attached to cloorw1h minimum three (3) #12 x 314" SM.S.,
4. 80bmn hinge to be mounted between 10 inches and 20 inches from ground.
5. Top hinge to be mounted betvran 10 inches and 20Inches from top of door.
6, If door location Is adjacent to upright a 1,, x 2" x 0.044!'may be fastened to upright IvIffif,'12 x V &M-S, at 12'
on center and w1fleh 3" from end of upright
1WE OF S-IRUCTME -QP—Rq
SUPPORTS L160 ALLOT -TOR JJI20
GEMML NOTES
I SCRHW2144
MON -3 MODMM SffAU RE AS SHOW 014 Tf WE ELM TM SEC
4 SCMW-S. AUDY -7024 - V OR STAW-ES35-1 M.
A110Y 2024 - T4, CIALVAMM OR STAMESS STM
6 AWCffGR BIDL73.- CALVAlf= OR STAR4-LM STEEL
7 CONCUTE: C-OhMMSSM STMNGTH 3MkSf AT28DAyS
STAF—T.- m4m- 60
FBI
AFMLD lNSFECTION IF T�M CDNrRACr0R BELEM TI-19
C01,WMONS WARRANT.
PAVBR&r-
JV
(T' CLEAR)
to
MOTM
FOOT= a SLAB ALREADY SMWTS�
0 F001-W-0 & 9"-B AR-9 PROPOS M-
E3 PAV-SP-SENISTIM
0 PAVffi� ARE PROPM13D tF CON17RACTOR TO
VERIFY SMSTWO
CONMONS. NOTIFY
0 FOOTM DEPM EQUALS SLAB IMCKNESS RUSTJNG F ,K0MERlFr)UMrRqT
E3 FOOTING bEFTH EQUALS SLAB -1 MCKNESS-FIZOPOSED
1. TfM FOUNDAnONS SHOWN ARE.BASERD ON A LOMMIUM SOIL BEARING PREiSURA OF
6 Ld J - EtXAiXtutu W Vyll
95 BAIR (3- CLEAR)
PAN&u.
•
sms
OF POST AND 24".01C
wl M"' -111 lig
COMPOSITE PANEL- -----_
FRONT AND SIDE BOTTOM
RAILSAITACREDTO
CONCRETE VIA,, X3't
CONCRET�"qNRY ANCHORS
(� 9ACH POST AND 241O/C
MAX AND W4��,-WN 1" FROM
EDGEb#CONCRETE
4
ANCII'M I X 2 O.K TO CONCRETE
WITH 1/4"X 3" CONCRETE ANCHORS
AT OF EACA OF EACH POST AT I
24" 01c AfAJX
TRUFAST RD w EqLml
4 PER PANEL
From SIDES & ir ox.
LWADER ATTACHED TO POST
VITH 4 # 10 X 1 If2" Sms
IN SCREWS BOSSES
ADWRECOND ANGLE,
POST TO CONCRETE
PER CH&RT
POST TO BASE
2 #10X I% SMS
TO ScItEw BOSSES
I" X, 20.032" him
OPEN BACK
EXTRUSION
CONC. SLAB
PQ�j TO BASE, GIRT AND
POST TO BEAM DETAIL
SECONDARY CONNECTION
COLUMN BASE CHART ---
COLUMN
ANGLE
1AXY TAPCONS
910 X SMS
(-EA.SWE)
(EA SIDE)*
�(EA SIDE)
2X4
9-"X2"X.093
2
2X5
211M 93
1
2
2X6
TW4X.093
2
3
*USt 1/4"X5" TAPCON8
WHEN PAVERS ARE USED
come-, vin"
RAH-SATrAC!MD TO
CoNcpsm Wilma X31;
'AIND 24"M CONCWTAE480MANMORS
pews OF CONCRM
14.
14