HomeMy WebLinkAbout19-21292 CITY OF ZEPHYRHILLS
Ji 5335-8TH STREET
(813)780-0020 292
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21292 Address: 5518 7TH ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS,'FL.
Class of Work: CARPORT Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-08900-0160
Improv. Cost: 1,500.00 OWNER INFORMATION
Date Issued: 5/30/2019 Name: A&B VENTURES LLC
Total Fees: 75.00 Address: 5518 7TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 5/30/2019 Phone: (813)779-8895
Work Desc: INSTALLATION CARPORT 20 FT X 20 FT REAR PROPERTY
CONTRACTORS APPLICATION FEES
OWNER BUILDING FEE 75.00
Ins ections Required
FRAME
SHEATHING r
FINAL
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.
&-— 9��
CONTRACTOR SIGNATURE 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 Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received I Phone Contact for Permitting —
Owner's Name �- rn�t{'C► cm, wner Phone Number �, , I! 02 1Gf'v0
Owner's Address �S O / S� Owner Phone Num er ~�
/n1 �I �
Fee Simple Titleholder Name ( 17 V �i✓1 LIL Owner Phone Number
Fee Simple Titleholder Address �5S 2 i► N�� J?'�1c�
JOB ADDRESS
S r 2 eA� tj ��S G�. LOT#
SUBDIVISION N PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED R
NEW CONSTR R
ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION n= BLOCK = FRAME
..q_ STEEL= =
DESCRIPTION OF WORK /���. (�-V tC� '�"�'��
BUILDING SIZE X SQ FOOTAGE HEIGHT
B�U�oIL�ADING $ �j VALUATION OF TOTAL CONSTRUCTION �—
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ )
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
(2),
r=GAS = ROOFING Q SPECIALTY = OTHER p
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO 6rat)b
t . 0
BUILDER COMPAN
SIGNATURE REGISTER Y/ N FEE CURREN Y/N
Address License#
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I License#
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN
Address I 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&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,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
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 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 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 properly 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 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 prior 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 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
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 O AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
______ FLORIDA,WF T(F.$. 117.03 _ _
OWNER OR AGENT CONTRACTOR
Nbs ribed and swo (or a ed)be re me this Subscribed and sworn to(or affirmed)before me this
q by Y by
Who is/ar ersona v nown has/have produced Who is/are personally known to me or has/have produced
as identification. as identification.
I�APublic Notary Public
Commission No. Commission No.-
Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped
0 aoe, BRANDY RICH
,ig'�...' ° Commission#GG 292069
or Expires January 16,2023
BoododTinBudgetNotarySWIMS
44CFf oQ�
Jacqueline Boges
Subject: 5518 7th st- look at carport see if meet standards
Start: Mon 5/6/2019 11:00 AM
End: Mon 5/6/2019 11:30 AM
Recurrence: (none)
Organizer: Bill Burgess
Recommend you see todd for details...
Thanks
1
r CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Owner:
Job Location I Address:
Parcel T.D.#:
SHOW ALL EXISTING&PROPOSED STRUCTURES GIVING DAHNSIONS&SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE&FOUNDATION INFORMATION
I
nt:-'
FRONT PROPERTY LINE
STREET
(NOTE EXAMPLES 1&2),.
Example 1. Setbacks for RI &R2 Zoning Example 2. Setbacks for R3 Zoning
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS Q G
Contractor/Homeowner:
Date Received:
Site: � �(g S
Permit Type: z7 C6!r,9j c
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept-with the permit and/or plans.
MAY.2 8 2019
4KalvOtz!!r�—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
CODES AND STANDARDS
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1. WIND LOADS AS PER: zza a To .e r e s W
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A.FLORIDA RESIDENTIAL BUILDING CODE 6TH EDITION(2017)WITH AN ULTIMATE DESIGN e-s�cTMwe�.wa nffrxierquoE -- _
WIND SPEED OF 150 MPH,EXPLOSURE B,NOMINAL DESIGN WIND SPEED a-x1a,oTM,gxMEwa 1°
j OF 117 MPH,BUILDING RISK CATEGORY I. arry r�mwoaxirn za+a.a mn, — O N
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2. ROOF LIVE LOAD DESIGN IS 20 PSF. � �va ,r�a i , �� `'" -- - -gyp
3. THE PROJECT WAS DESIGNED IN ACCORDANCE WITH THEN rora C
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A.FLORIDA BUILDING CODE 6TH EDITION(2017). I „ ac .--�!T oa„oa S "gBONAT W O
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B.BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE �''R�'—''°' —7 •• - , •� F—
(ACI 318/2014 EDITION). I— z'—i HELICAL ANCHOR BOW/BASE RAIL SPLICE
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C.MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, BOW SPLICE CONNECTION CONNECTION CONNECTION �erw.
INSERTS&CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AT RIDGE
AWS.D1.4/LATEST EDITION N
BOW SPLICE CONNECTION
D.SPECIFICATION FOR THE DESIGN,FABRICATION&ERECTION OF
STRUCTURAL STEEL FOR BUILDINGS.(AMERICAN INSTITUTE OF STEEL J W 00 M
CONSTRUCTION)AISC 13TH EDITION(ASD). J M V)
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4. MATERIALS AND ASSEMBLY TEST AS FOLLOWS: "T.raaI.
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A.EXTERIOR WINDOWS,SLIDING AND PATIO GLASS DOORS SHALL BE TESTED
BY AN APPROVED INDEPENDENT TESTING LABORATORY,AND SHALL BE ?- s n� ZZ < W
LABELED WITH ANAPPROVED LABEL IDENTIFYING THE MANUFACTURER, _ �_ V U
PERFORMANCE CHARACTERISTICSAND APPROVED PRODUCT CERTIFICATION � 2"-i N
AGENCY,TESTING LABORATORY,EVALUATION ENTITY OR FLORIDA STATE WIDE ��,i ., p J LL Q ()
PRODUCT APPROVAL NUMBER TO INDICATE COMPLIANCE WITH THE REQUIREMENTS "�ra'�"` T 0
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OF ONE OF THE FOLLOWING SPECIFICATIONS: p .-1• �G.wn .,P -j �
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ANSI/AAMAMW WDA 101A.S.2-97 OR TAS 202 - ^T 1OP0B"1p1Cp"1EAp�
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CONCRETE SLAB CONNECTION 0 "^"'a't'a• 1 L
B.EXTERIOR DOOR ASSEMBLIES SHALL BE TESTED FOR STRUCTURAL INTEGRITY
IN ACCORDANCE WITH ASTM E330 AT A LOAD OF 1.5 TIMES THE REQIRED F1' p ,awamxau�arccwr
DESIGN PRESSURE LOAD. Y' e,lm """H"'�"�i°""°�° _ M
C.SECTIONAL GARAGE DOORS SHALL BE TESTED FOR DETERMINATION OF „� METAL CONNECTOR C O �'�•�I
STRUCTURAL PERFORMANCE UNDER UNIFORM STATIC AIR PRESSURE PLATE G r
DIFFERENCE IN ACCORDANCE WITH ANSI/DASMA 115 OR TAS 201,202 AND 203. IIONSTTOPO TCONN CTIMCEtOOM/AIl < J - a)
TOPOSTCa*ELTIOMCETM-
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5. STEEL FRAMES SHALL BE SPACED NO MORE THAN 56"O.C.U.N.O.ON PLAN,ALL TUBE xaw ________I Tam
STEEL SHAPE STRENGTHS ARE 48 KSI STEEL.ALL CUPS ARE 36 KSI STEEL.
CLASSIC"C"FRAME BOW SECTION 1"
6. STEEL WELD STRENGTH SHALL BE 55 KSI TYP.ALL WELDS SHALL BE 1/8"MINIMUM 1•
FILLET WELDS. 1. "'m aar �we+ <
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7. ANCHORING BUILDING: '^'a°
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A BUILDING SHALL BE ATTACHED WITH HELICAL ANCHORS PER THE HELICAL ANCHOR DETAIL. p p maoTrow.�,a�ma;a�oa�'
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B.WHEN EMBEDDED INTO ASPHALT HELICAL ANCHORS OR 30"LONG#5 REBAR WITH A NUT ,waf"10N Flo v a
WELDED TO THE TOP,SHALL BE INSTALLED AT 12"ON CENTER FROM EACH SIDE AND p rrnaaacuivooaxoreexs. 0
THE BALANCE o 56"ON CENTER. 1 z � - 2 anro'roa�ioixar"iao � u
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C.WHEN PLACED ON A 4"CONCRETE SLAB,A 1/2'EXPANSION ANCHOR WITH 2-1/2"OF EMBEDMENT
SHALL BE INSTALLED 12"FROM EACH SIDE AND THE BALANCE o56 ON CENTER.CONCRETE SHALL ,-� METAL CUP ANGLE vasT�,�,�sTaucn4e�i�Acm •
BE MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. $
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8. ALL STEEL TO STEEL FASTENERS ARE TO BE 12-14 x 1/4 HWU ULTRA-2 TCP3 CS. 8 xa�axs - - - z
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9. EACH LOCATION WHERE THE FRAME IS JOINED TOGETHER WILL HAVE 2 SCREWS ON EACH SIDE OF THE JOINT.
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10'-0"WIDE END WALL FRAMING rio,cowst e"'oc ''
40'FT MAX 0
ROOF BEAM SCHEDULE r
STRUCTURE TYP.SPACING ALL yORK SHALL COMPLY Will PREVAILING
COI ES FLORIDA BUILDING COD , >-
NA ONAL ELECTRIC CODE,
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0'-20'WIDE.. 2.25X2.25X16GAUGErcar �� za�ar rwc Q
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20'-24'WIDE 2.25 X 2.25 X 14 GAUGE
18'-0"WIDE END WALL FRAMING ORDINANCES
"C"FRAME SIDE ELEVATION
W FT MAX REVI '
CITY t F ZEPHYR IL M o a
aTR PLANS EXAMINE
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CONNECTOR SCHEDULE N 12� 25 16GA U
2.SX2.S 14GA J W
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SPACING FROM
CONNECTION 0 LENGTH TYPE MATERIAL EA CORNER TYP.SPACING m Ill Q
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METAL SIDING ROOF 1/4" 3/4" SELF TAPPING GALV.MTL SCREW 1-12" o 10"O.C. I °o B° r°� 1BG�A BUW� P03T 9 ',•", d) O ,, O
0
METAL SIDING WALL 1/4" 3/4" SELF TAPPING GALV.MTL SCREW 1-12" o 10"O.C. va _ ZO 0
TUBE TO TUBE 1/4" 3/4" SELF TAPPING GALV.MTL SCREW (2)SCREWS 24'-0"WIDE END WALL FRAMING rya aw"aa a U
EA.TUBE "C"FRAME LEFT SIDE FRAMING DETAIL
DESIGN DATE: 04/11/2019
REVISION 1: DATE PAGE:
REVISION 2: DATE
SCALE: NTS