HomeMy WebLinkAbout22-3570City of Zephyrhills
5335 Eighth Street
V"i1-KWTjffiW1.11 Ilk
Issue Date: 02/21/2022
RENIMPECTION 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 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.
accordance with City Codes and Ordinances. NO OCCUPANCY BEF RE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE PE IT OFFICE
*ERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO1
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
V!
N=XPEMMENWan
PemdtNo,
Property Identification too. &ZL-Ii�— �-Z-- - �C(-21 C-1 �-a I 'Loo
TBE UMERSIGNED hereby give informs you tW the improvement will be made to certain real property. and in accordance with
Section 713.13 of the Florida Statutes. The following information �' provided In this N017CIE OP CObUtIENCERfENT,
is
I.Description of property ftaf descrip
a) Street Address: <Z2,
2. stet description of improvements:
N
b) NatO* and Wms of simple titleholder (if other than owner)
c) Towest in proerty
- --s)Namb and dreas 0,
ad
-pb'
b) Tol'4
e oot 1 1 cr: FOXIN0. (Opt)
5.surery
a) N and j0dress-
b) Amount of Bond:
a) Telephone No.: Fax 140. (Opt)
61ender
a) Name and address:
phone No.
7, ldenfitjofrso. �WiWn the S%t. of desipwd by �ow.., nowh4m pokices; or other doents may be serve&
a) Name and address-
b) Telephone No- Fax No. (Opt)
8.1n addition to himeIto 'Nwe", desig-tas the —foliowing Parion to receive a Copy of the Lienor's Notice as provided in Section
713,13(l)(b), Fl6fide Staures:
a) Name and addrass:
,b).TelepboncNo.- c- Fox No, (Opt.)
9,LVirptidn date ofNotice R Commencement (the —txplmflon date is one year from the date of recording —unlesso diffetern d* is
specified):
WARMG TO OWNER- ANY'PAYMNTS MADE BY TM OWNER AMR TF(E EXPMATION OF THE NOTICE OF
C0NhfZNCFMNT ARE CONSW RIMI) IMPROPER PAYMENTS UNDER CUAMR 713, PART 1, SFCnON 713.13,
FLORMA STATUTESs AND CAN RESIXT IN YOUR FAY1(NG TWICE FOR MMOVEMENTS TO YOUR PROPRRTV
A MOTICEOF C0MMNCEMtkt &OS'i DE ikbRbkD AND POSTED ON TM JOS SM BEFORE TIM FOW
INSPECTIOM V YOU INTEND TO O.STAIN nN'ANC*G, COKS1ULT YOUR LENDER OR AN ATTORM* BEFORE
COMMENCING WORK Olt RECORDINO YOUR NOTICE OF CIOMMENCE
COMW OV FASOD
i a or is Asa i ax At"
201L by
authork. e.g. via=, trustee, attorney
f of wh mInswument ws4.pxocute4).
Personally Known OR Produced Idenfificatiao Notary Sipature
Name (print)
lee �1 e
Type of Identification Produced 110 —A
Verification Pursuant to Section 92.525, Florida Statutes. Under penalties ofperjury, I declare that I have road the foregoing bud that
the facts stated in it are true to the best of my Imowledge and belief,
FoRmsmoc'radmw
JACQUELINE BOGES
C0MMis$W#GG276457
FxPhd3D0ca1pber12,2022
Bookd Thol Troy Fain Insurancg 800.385�7
813-780-0020 City of Zephyrhills Permit Application
Building Department
Date Received 2 Phone Contact for Permittin
Owner®s Name Owner Phone Number
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS
�10
LOT #
I
SUBDIVISION
PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED
NEW CONITR
ADDIALT
SIGN
DEMOLISH
INSTALL [9)
REPAIR
PROPOSED USE
SFR
COMM
OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME
STEEL
DESCRIPTION OF WORK
BUILDING SIZE
veeSO FOOTAGE
HEIGHT
�UILDING
=ELECTRICAL
=PLUMBING
=MECHANICAL
=GAS ROOFING =
FINISHED FLOOR ELEVATIONS
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY
VALUATION OF MECHANICAL INSTALLATION
SPECIALTY OTHER
FLOOD ZONE AREA =YES NO
BUILDER COMPANY -e
SIGNATURE REGISTERED Y/ N FEE CURREl,
Address License #E=====
ELECTRICIAN COMPANY
SIGNATURE REGISTERED
Address License # E====
PLUMBER COMPANY E;;� FEE CURREII����
SIGNATURE REGISTERED
Address License#
MECHANICAL COMPANY E
SIGNATURE = REGISTERED ;;;N; =FEECURREP
Address License #E====
OTHER COMPANY
SIGNATURE REGISTERED Y / N FEE CURREIN
Address License If E====
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, Stormwaler 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 ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed,
Sanitary Facilities & I dumpster. Site Work Pen -nit 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
[
The undersigned states and affirms that he or she is desirous of constructing, renovating, adding to or
reroofing his or her own domicile, that he or she actually occupies, or will occupy by said
domicile, and same is not for rent, lease or sale. That he or she shall comply with the following
WITNESS PERMIT
1. WW43 LOADS AS PER
A. FLORIDA RESIMITAL EAALDM CODE 7TH EDITION 202D FBC WTH A MA)WN
WMTE DESIGN WIND SPEEX) OF 150 MPH. EXPOSURE C, NOMIRM. DEMON AN
SPEM OF 117 MPK OLWJ)M FdSK CAMECORY 1,
7 ROOF UVE LOAD DESKIN IS 20 PSF.
3, THE PROJECT WAS DESIGNED IN ACCORE)ANCE WITH THE
A. FLORIDA R&DING CODE 71H EDITM, 2020
9 EWILDING ODDE REQUIREMENTS FOR REINFORCED CONCRETE
(ACT 318/2014 EDITION).
C MANUAL OF STANDARD PRACTCE FOR WELDING RIDWORCING SrEa INSERTS &
CONNECTIONS IN RMWORCM CONCRETE CONSnWCWN AWS 014/LATM EM
D, SPECIFICATION FOR THE DESIGN FABRICATION & ERECTION OF STRUCM)RAL SM
FOR V-qDWM (AMERICAN NETIOLffE OF STEEL CM&IRUCMO AMMC IMH EMT
MATERIALS W ASSEMMY TE67 AS FOLLOWS
A- DOETIKIR WINDOWS SLIDING AND PAMO MASS DOORS 9AL BE TESDEID EFY AN
APPRUVED 008'04MW TESTIND LAfiKR4T0RY. AND SHALL ec tAEELED %wmm A
APPROVED LASM IDIDMWO THE AMNI)FACTLIREIZ. PERFORIAMCE
CHARACTERISTICS AND APPR%'M PRODUCT CERTIFrATKIN AORCY TESTNO
LASOMORY EVMWM ENTITY OR FIA'&DA STATE WIDE PRDIX= APPROYAL
KNMR TO INDICATE COMPLIANCE WITH THE REQUhREMENIS OF ONE OF rdE
FOLLOWING SPEW�
ANSI/AAMAAMWDA 10 M-& 2-97 OR TAS 202
EL ETTERIOR DOM ASSUffJES SHALL BE 7EMW FOR SHWMM INTEMM IN
ACCOROMM WITH ASIM E330 AT A LOAD OF I Z TIMES THE REQUIRED OEM
PRESSIJK LOW.
C SECnOMAL GWAGE MOM SKALI. BE TESTED FOR DETERMINATION OF STALIM,
PERFORMANCE UNDER (WORIA STAVC AR PRESSURE DIFMIENCE IN
ACCORDWCE AMSI/DASMA 115 OR TAS 201,202 *0 202L
5, STEEL FRAMES WALL BE SPACED NO MORE THAN 6W 0 C. UA.0, ON PLAN
ALL TUBE STEEL SHARE STRENGTH$ ARE 46 KS STEEL ALL QJPS ARE 36 YM
STEEL
8 STEEL WEED STRENG'TH SKALL BE 55 KSt TYP, ALL WELDS SWL BE 1/8'
MWO" FILLU *UIM
T ANCHORING SULDRAD
X MaDM SKA4L BE ATTACHEC WITH RaMAL ANCHORS PER THE HELXCA&L AND+
DETAILS,
8, WHEM So[EIMOM N ASPHALT HELr.AL NCHORS at W LONG #5 REW Wrp f#JT WELDED TO THE TOP %KL BE INEM&LED AT 12' ON CENTER FROM EACI
SIDE AM THE SMANCE - 60' ON CENTETL
C. WHEN PLACED ON A r CONCRETE SLM A 1/2" EXPANSION ANCHOR WITH
EMBEDMENT SHALL BE INSTALLED 12' FROM EACH SIDE AND THE
ex-ANM > W* ON CENTEIL CONCRETE SHALL BE MINIMUM COMPRESWE
STRENM OF 25DO PSI At 28 DAYS.
8, ALL STEEL TO STEEL FASTENERS ARE TO BE 12-14 A 1/4 HWU ULTRA--2 TCP3
9. EACH LWAXION WTRS�E THE FRAME IS JOEHED TOGEDiER WILL HAVE 2 SCAM ON
EACH SIDE OF l!HlE "IT
24'-0' WIDE END WALL FRAMING
SCALE: N.T.S.
a-
- +/- V-1.
Lo. GpJ
CLASSIC 'C' FRAME BOW SECTION
SCALE: N.T.S.
—.0
10'-G* WIDE END WALL FRAMING
SCALE: N.T.S.
ffil
I
PAGE INDE�
I ELEVATION VIEWS
2 STRUCTURAL DETAILS
3 STRUCTURAL DETAILS
ALL WORK SHALL COMPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
AND THE CITY OF ZEPHYRHILLS REVIEW DATE FEB I
ORDINANCES CITY OF ZEPHVR-H-jLL,
PLAN EXAAAlKi=n
y"
16GA
AIL
riP. SPACING
EASE
'C' FRAME SIDE ELEVATIONS
SCALE: N.T.S.
-l' FT MAX—
\-I:2) 2-25-)M25- 16CA
-on HoRfZONTAL Km
a
2.25X2.25' l6G4-/ of
o (2) 2,.25-X2.25.-/
t ISCA WW POST
io
W- a LEFT SIDE FRAMING DETAIL
SCALE. N.T.S.
n N.
TIC.
18'-0' WIDE END WALL FRAMING
SCALE: N.T.S. la 06�' foul Ao
0-24' WIDE
CLASSIC OPEN
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OPnON 2 2 1/4-
HEADER BEAM WIEUDMENT
WINDOW FRAME/DOOR FRAME OMON I
SINGLE 2X3' RECTANGLE
2'
F
El
DOUBLE 1/4- 14 GA. SQUARE STEEL NG
2 TUBI
14 CA_ GALVANIZED STEEL TUBM
TO FORM BEAM WITH 2' STITCH WELDS
0 18- O.C. ON BOTH SIDES WITH # .030 MIG WIRE,
RAT BRACKET 14 GA_
STEEL PLATE_
FASTEN W/(4) 114X3/4- HEX HEAD
TEK SCREWS.
WINDOW FRAME/DOOR FRAME ATTACHMENT DETAIL
HEADER BEANS (OPTIONS I AND 2)
tmkx.
SHIM AS REQ'D /4'SpAcE INSTALLATION ANCHOR
(6) JIOXI/4- SELF
I TAPING FIAT SCREWS
FABRICATE STANCHION FROM 2X2XI4 G.A. GALVANIZED
STEM SQUARE TUBING W/(2)2-X2-XIS CIA, STEEL
ANGLE CUPS FILLET WELDED W1 # .030 MIG WIRE
TO END OF SQUARE ON BOTH SIDES OF TUBING
'*2 1/14,X 2 *�/4 *1 1/4' 1 1/144 2 1/4' x 2 1 4
STEEL STUDS/COLUMNS STEEL BASE R41L IV--q STEEL SRJOSICOLUWNS
ZSTANCHION M.Al BE IA�;BT7ENED TO BASE PAL, OR
ST
�Il ";,_ - HEX HEAD TEX SCREWS RA=FrM W/(2) J12-14 X 3/4
OR FILLET WELDED W/ #.030 MIS WIRE ALONG SQUARE TUBING MAY BE CUT AT ANLGE (SAME AS ROOF PITCH) OF CUP. STEEL ODLUMN/STUD IS SUPPED OVER STEDGE ANCHION
TO FORM STANCHION THAT WILL ATTACH RAFTER TO COLUMN. AND MAY BE ADJUSTED TO LEVEL AND FASTENED
W/W2 W12-14 X 3/4' HEX HEAD TEX SCREWS OR
FT L WED AT BASE OF COLUMN TO STANCHION,
STANCHION WILL ALSO BE USED TO ATTACH HEADERS
TO COLUMN/STUDS.
(4) THROUGH INSULATION HOLES
c'4
'U8 AT14 (1) THROUGH EACH
2 1 P4.TE2 1/4-.14 GAGE OF 3 "INGES AND
STEEL GALVANIZED TUBING (1) HALFWAY BETWEEN
EACH OF 2 HINGES
MAN DOOR ATTACHMENT (DETAIL)
ALUMINUM FRAME
FIAT BRACKET 14 CA.
STEEL PLATF_
FAsTe4 -BOTH SIM)
#14 x 3WY4MUHS20 T8( SCREWS.
1/4"-14 x 7/8'
HWH SELF DRILLING
3 7/8' FASTENERS, SEE
1/2' wL 'sm mm ELEVATION FOR
OPENING
SPACING.
YAM
POLUPROPYLENE
2' x 2' x 2 1/2* HIGH
WEAR STRIP
T IK?�
RAC53RACKET.
CURTAIN WIDTH
MATERIALS' CS TYPE 78' G40
OPENING +5'
THICKNESS .095 ATTACHED
TO GUIDE W/(2) 114' x
STEEL JAM
5/16' TUBULAR RN-E7S.
THICKNESS
14 GAUGE MIN.
ZX3 OR 2 1/4 X 2 1/4 X14 Q REG. STEEL M
/STOP 1MOULDING I. END BY DOM 8 CAak, GAVSTEEL STILE "EEND Rfffr)
IT
HaD BY HINGE SCREWS)
12 GA_ GALV� STM TRACK
BRACKET FASTENED TO STEEL
18 GA. MIN. GALV, STEEL
JAMB W/(I) 7/16- X 1 5/8-
CENTER HUGE FASTENED TO
SELF TAPING SCREW PER BRACKET--/
!
SIDE SKIN W/(4) #14 X
5/8" SHEET METAL SCREWS,
2" V. STEEL. TRACK BRACKETS
EACH BRACKET ATTACHED W/(I)
2 STEEL ILER 4 CA, GALY. STEEL ROLLER HINGE
L R.a
7/16- X 8- AND NUT OR
FASTENED TO END SnIF'S W/(4) #14
(2) 5/16- RIVETS.
x 5/8' SHEET METAL SCREWS.
SECTIONAL DOOR ATTACHMENT DETAIL