HomeMy WebLinkAbout13-14245 CITY OF ZEPHYRHILLS �,,
5335-8TH STREET
(813)780-0020 1 45
BUILDING PERMIT
Permit Number: 14245 Address: 5811 19TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-07600-0060
Improv. Cost: 2,653.00
Date Issued: 6/04/2013 Name: BRACKNELL, COY
Total Fees: 75.00 Address: 5811 19TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 6/04/2013 Phone: (813)395-8030
Work Desc: INSTALLATION CARPORT 21 X20
5.
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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: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)wndemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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 nofice of commencement may result in your paying twice for
improvements to your properly. 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 pertormed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONTRACTOR SIGNATU E PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhilis Permit Application Fax-813-780-0021
Building Department
Date Received �
Phone Contact for Permitting _
Owner's Name �' S
Owner Phone Number -
Owner's Address `J��wner Phone Number � - �]�
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS � � LOT# �
SUBDIVISION , PARCEL ID# -
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDlALT � SIGN Q Q DEMOLISH
INSTALL 8 REPAIR
PROPOSED USE � SFR � COMM �� OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME �,� STEEL �
DESCRIPTION OF WORK � �2
BUILDING SIZE � Y 2n SQ FOOTAGE� I HEIGHT
— —J
�BUILDING $
VALUATION OF TOTAL CONSTRUCTION
�ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY
0 W.R.E.C.
OPLUMBING $ �
MECHANICAL �� `� �
0 $ VALUATION OF MECHANICAL INSTALLATION �� �
[�GAS � ROOFING � SPECIALTY � [��j
� OTHER � _/�7
FINISHED FLOOR ELEVATIONS �I�
FLOOD ZONE AREA DYES NO "�
�+����
BUILDER CO PANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y!N
Address ' License# �—
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# � �
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address
License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �—
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
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 ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
'*'*PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely
Owner&Contractor sign back of application,notarized Z� ���
If over$2500,a Notice of Commencement is required. (A/C upgrades over 57500) �A7 �
"* Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from o r authorizing sam
OVER THE COUNTER PERMITTING (Front of Application Only) � ��
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) , ,
�.�:�"'"N'`. PE6GY ANN BRACKNEII
Driveways-Not over Counter if on public roadways..needs ROW ? �'�= Notary PuDNc-St�te ol Florida
;�, o.,: My Comm.Expka Ju122.2015
�'•:'F��,�:.•' Commlaafon#�EE 00500
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited fvr a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid p�ior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner' prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V" unless expressly permitted.
If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for lots less than one (1)
acre which a�e 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, cancet, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandoned for a period of six(6) months after the time the work is commenced. An extension
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATfORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S. 117 03)
OWNER OR AGENT CONTRACTOR
Subscribed and sworn to( i ed)before me this Subscribed and bwom to(or affirmed)before me this
by y
Who Islare personally known to me or has/have produced Who is/are personally known to me or haslhave produced
as identification. as identification.
Notary Public Notary Public
Commission No. - Commission No.
, � , ,:,., �« .
N �� p(a�r, .R��r pnnt�d or,ste� � Name of Notary lyped,printed or stamped
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Fax:1-87T-884-0�48
Buyers Name(s) � y r�,,; g1� � p
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wind Anchors �ustomer lnitiais
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NOTICF TO BUYER:7hl�ortlCl shall onfy 6eCOn�9�ffective upOtl a%BcuNon Shtl aGCaptance Ly SAIIFr-R9nnett °�� v� '� S�les Tota f $�RM��5��.�
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independent contrectar,atld pOt Lhq egltli Of 5011or,exmpt for ra�fp[ol the d?pnxlc dr.criUed abw�,and no
rc�resentst{on of PcAler shall be k�nding on Sella unttl and eacept m lhe extent aaepted In wrlting 6ySttler. ����,(p� ❑ R'i0
rhis wncrncc Includes cnv[of instellatloa ot�he Unit at the address of Buye�ledica[ed ahove upon recelpt of[hey G ra nd Tota I �Credl4 C.�rd �1
fiill purchaet price;pravlded,however,Buyrr ahall b�msponel�le for praperly dreparl�gthe site lar Installation, - �ry
o6lafnlnQ a�y roqwred pN1111t5 for Ins1aI1Nt1011 Of the UriVt Blld all athcr tcrrn5[Ontiined On lhB�pvqrsa zlde, ��-y 6 �y{J � Deblt Card
which euyer hereLY ecknPwlod¢es by It5 cignature beloW to hiwng reetl n�d under;tood,inGUding wivhou[ ° De posit
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STRUCTURAL DESIGN
OPEN CARPORT
MAXIMUM 30'-0" WIDE X 14'-0" EAV.� H�IGHT- BOX ���,rE
FRAME AND BOW FRAM�
ALL Wp�SHALL COMPLy
p��A1LIlVG CODES,FLORIDA BH�L
6 December 2012 CpDE,NATIONALELEC �D�G
Revision 0 CITyOFZEPH �CCODEAI�
M&A Project No. 121175 I'RHILLS ORDjTj�CES
Prepared for:
Mi•. Danny Loweay �EVI�'�/�/D —
President- Steel Structures ArE � � �`' ��
1660 Dixon �iirline Road L���z�pMYRH��,�,
Augusta, Georg'ra 30906 �����1�IV,�� S
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Prepared by:
I�Ioore and Associates Engineering and Consulting, Inc.
1009 �ast Avenue
North Augusta, SC 2984I
MDORE ANO ASSOCIATES
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DRAWN Bri ,1RS ��NNLTT RUILDfNG SYS7'6MS,LLC
�NGINEERING AND CONSULTING, INC. FIECKED BY� Pni., oPEN c�r.roal-
Tf¢s�T��p�p�y� P�SEAL COVL'R SH6G7'
��u�w��'rn�IDeD�tW'CoPra�G'�o�T+�RV�E�i�E��DpCUEXT IS JECT MGRi WSN
��ITED MtD M11'1tFRI�EM TFEREUppH NAy��T� TE� 11-12-12 SCALE� NTS JUH N0� 121175
IENT - SHT. 1 OF 10 W NOi K-1
EV�� �
I�B�X EAVE FRAME RAFTER �PEN CARP�RT CShe2ts 3, 5, 6, �, P,ND 10>
''_______ ' _' '__-_____ 6. FLASHWG "_�
FLASHING
I- LENGTH VARIES DEPENDING ON I I �-
NUMBER AND SPqLING �F RAFTERS 30' MA%IMUM RAFTER SPqN
TYPICAL SIDE ELEVATION-HORIZONTAL R�OF' TYPICAL END ELEVATION-HORIZONTAL R❑❑�
SCALE: 1/8' = 1'-0' SCALE, 1/8' = 1'-0'
�B�W FRAME RAFTER ❑PEN CARPORT CSheets 4, 5, 7, AND 9)
_ ._- -:>:---- --- _ ..__;--_...__—_-_--_---=-
- - -- --- -
FLASHMG
6' �
FLASHING
(�PTIDNqL>
I LENGTH VARIES DEPENDING ON I I �
NUMHER qN0 $PACING OF RAFTERS 30' MA%IMUM RAFTER SPqN
TYPICAL SIDE ELEVATIDN TYPICAL END ELEVATION
SCALE 1/8' = 1'-0' SCALE: 1/B" = 1'-0' J
INSTALLATION PLANS, DETAILS AND NOTES �
FRAMING AND FASTENER SPECIFICATI�NS
1. DESIGN IS F�R A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES.
2. DESIGN WAS DONE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE (FB G, 2006 INTERNATIONAL BUILDING C�DE (IBG AND 2009 IBC.
3. 2010 FBC WIND PRESSURES G�VERN ❑VER z006 IBC AND 2009 IBC WIN� PRESSURES.
4 DESIGN LOADS ARE AS FOLLOWS. j
A) DEAD LOAD = 2,5 PSF �
BJ LIVE �OAD = 12 PSF
G DRIFT SN�W LOAD = z4.2 PSF I
S. ULTIMATE WIND SPEED ll5 T❑ I50 MPH WOMINAL WIND SPEED 89 T❑ 116 MPH)�� MAXIMUM RAFTER/P�ST AND END POST SFACLNG = SA FEET �
6� ULTIMATE WIND SPEED 151 TO 180 MPH (NOMINAL WIND SPEED 117 T� 139 MPH)� MAXIMUM RAFTER/POST AND END P�S-I" SPACING = 4.0 FEET �
7 RISK CATEGOP.Y I OR II.
8. WIN➢ EXPpSURE CATEG�RY B, C, ❑R D. �
9 SPECIF�ICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TD 14 GAGE STEEL TUBE RA�TEF �RAMES. �
10. AVERAGE FASTENER SPACING ❑N-CENTERS ALONG RAFTERS OR PURLINS, AND P�STS CINTERIOR OR END) = 6 INCHES,
1L FASTENERS CONSIST ❑F 1/4'-t4x3/4' SELF-DRILLING SCREWS WITH CONTROL SEAL WASHER. SPECIFICATIDNS APPLICAI3�E ❑NL'f �OR
MEAN ROOF HEIGHT OF 20 FEET ❑R LESS, AND R��F SLOPES ❑F 14° C3�12 PITCH> SPACING REQUIREMENTS F�R OTHER RO�F HEIGHTS �
AND/�R SL�PES MAY VARY
12. GR�UND ANCHORS CONSISTING OF q4 REBAR W/WELDED NUT x 24" LONG MAY BE USED FpR LOW ( < 116 MPH NOMINAL) WIND SPEEDS ❑NLY
13. GROUND ANCHORS SHALL BE INSTALLED THROUGH BASE RAIL WITHIN 6' ❑F EACH RAFTER POST AL�NG SIDES.
l4 OPTIDNAL BASE RAIL ANCH�RAGE MAY BE USED FOR LOW AND HIGH ( > 117 MPH - 139 MPH NOMINAL> WIND SPEEDS.
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NI��INUN A�\�CHOR FDGE DISTFlNCE IS 6 3/4' SC.ALE NTS
NININUN ANCHOR EUGE lll�i����t:C [, � 3�4'
GEI�TERAL NOTES
C�NCRETE�
Cf]NCRETF SHALI. HAVE P. MININUM SPECIFIED COMPRESSNE
S I�:EiVp I H LI,- 3,OOC PS1 �T 28 D�YS 2' vASiiEas
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C�VER ❑VER REINF�RCING STEEL rop o� ASP�,��r _� u���� �ib. o��.r�i��, ,yn<<
PavEMENr prt 1 � i�
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/� SECUrzE iIl nn�CHOR Eyt. v�ih
DARS SHAL� I3E PER ACI-31fl % va' u1a`r,EtEr•� i�ROUCi; ouu
3 INCHES I�V �OUn�D.qTIC7�S l✓HERE THE C��CRETC [S CAST FlGA:NST rI1; �" , "�
AI��D PERMANENTLY ;N COi\TACT W�TH THE EARiH ❑R EXPOSED T❑ i I,I �
TI;E EaRTH ❑R WEPTHER, nND 1 1/2 JNCHES ELSEW'-IERL I I �—I I— I I I i I I I -I I ; I —I ' !— I
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1=� I I-1 I 1=1 I �=I ' ' �-�� � -_�
REYNF�RCING STEEL� I I I I I--I I I--� ' I =.1 I -- i
iHL REINF�RCf�G STEEL SHALL BE NiN1NUN GRADE 60 I j II �—III--�III iil III I ; I—I I -'il �
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GALVANIZAT I�N� ' � �—� I �__� I ;—� � I— � � �—� I �_-; I ,.__, i I
METAL ACCESS�n'IES FC]R USE IN EXTERI�R Wq�L CONSTRUCTION rs coN�inu�us ,,
ANll �OT DSR[CTLY EXPOSEll TO THE W[ATHER SHALL BE ansE Rn�� T
GALV�NIZED fN ACCORDANCE W;TH ASTM A 153, CLASS E-2
NCTA_ pLA7E CCI�hVECiORS, SCREWS, BOLTS AND NAILS EXPpSED
DIRECTLr T❑ THE WEFlTHCR SHA�L BE STAWLESS STEEL OR HpI" ���'Q�F �f�-�x rr�_ nn�cHUU ` u�
UiNNEli GALV4\1t�ll �..E� Nn�ES 3e�ow+ � k�
REINF�RCEMENT MAY BE BENT IN THE V� �
SH�P ❑R THE FIELD PR�VIDED� �i
i ��tn�-��,c�ME�r ts a�Nr co�fl, (� GROUND BASE HELIX ANCH❑RFiGE "�
2 THE DIANE'ER p� ;HE BENC NE.ASURED ❑N iHE INSILE ❑F Ti-iE �"
BAR, IS NOT LESS THAN SIX-$AR UTANE I ERS, ANli SCALE NTS (CA�\ RE USEll P�R FlSPllnl T�
3 REIn�FCRCENE��T PARTIr�LLY E�tiBEDDED IN CprvCRETE SF�P.LL n�CT
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1 F�F� VF f'Y f1ENSE A��/p� CEMENTED SAN➢S, COARSE GRFlVEL r�
��D COBBL��, CALICFIE, �'RELL7AllCll SI�TS AND CLFlYS USE MINI�UN kl
<< � �' iICLICCS WITH NWIMUM 30 INCH EMBEDMENT '�
2 FpR CLIRA� USE MI��(MLll4 C2) y• HELICES WiTH PiiNIMUM 90 ji��(;H
END=DMEN7
3. FOR NEDIUN DENSE COARSE SANDS SAN➢Y GRAVFi_S V!-RY
STI�F SILITS AND CLAYS US� NI�INUM C2) 4' HELICES W1TH
PsINL�tU�v 30 Ih:CH EMBEDMENT
4 FCJR �OOSE Ip l�EDfUM DCNSE SAi\�DS, FIRM T� STj�p CL/�YS 4ND �
SI�TS /�LLUVIFlL FILL USE NiNIMUM C2) 6' HELICES 1✓ITH MiNIMUM 50 i
ifvCi� ENBEDMEN'
5 �OR VGRY LOSE T❑ ME➢IUM DENSE S.4NDS, f-IRN TO Si1Ff CR �
CLAYS �ND SILTS, FlLLUVIAL FILL USE MI�INUM �2) 8• HELiCES �
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