HomeMy WebLinkAbout19-21152 CITY OF ZEPHYRHILLS
5335-8TH STREET ==
(813)780-0020 21152---
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21152 Address: 7205 LANDOVER DR
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: ALPHA VILLAGE
Est. Value: Parcel Number: 35-25-21-0050-00000-0460
Improv. Cost: 2,430.00 OWNER INFORMATION
Date Issued: 5/03/2019 Name: HEDRICK JAMES & DARLENE
Total Fees: 82.50 Address: W5821 HACKBARTH RD
Amount Paid: 82.50 FORT ATKINSON, WI. 53538-9367
Date Paid: 5/03/2019 Phone: (608)751-0816
Work Desc: GARAGE DOOR & ENTRY DOOR S/S
CONTRACTORS APPLICATION FEES
JACK HALL JR'S CONSTRUCTION AND BUILDING FEE 82.50
D
Ins ections Required
F OTER 2ND ROUGH PLUMB MI C INSULATION CEILING
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: (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.
k/,J,a& Ai &-.-, ?�
C RAC OR 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 Citvnf7ephvrhills Permit Application fa�U �7O0�V21
VO ra�«
Building Department
Phone Contact for Per
Owner's Name 'E54 D(2t-I ENE-- V\P-(�62K Owner Phone Number
Owner's Address LOS L1Arr-AWFEF-_PR,_ Owner Phone Number
,4'rwl lis FL, 3-35AID Owner Phone Number
FL 1 ?;:�5
JOB ADDRESS F1-_zc)5 I_an(Ao0eP, bR, 7 r-?V%r4V%t'115 _ LOT#
Susoxoo|om r*n^=`."°
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED mnwcowsrx ADoo�LT �--1 SIGN [--1 F-7 DEMOLISH
R INSTALL R
RER*|n
PROPOSED USE �--| 8Fn �—1 COMM �--� OTHER
TYPE OFCONSTRUCTION [--� BLOCK F—| FRAMs �--� STEEL F--1
BUILDING SIZE SO FOOTAGE HEIGHTF_ I
=oU|LD|wG VALUATION OF TOTAL CONSTRUCTION
=ELECTn|C8L AMP SERVICE [--� DUKE ENERGY �--1 VV.R.E,C.
[__]PLUMBING
[--l��CH*m|��L VALU8T0NOP MECHANICAL|NSTKLLaT0N
��
=G*S �--1 ROOFING �—1 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO .
BUILDER 4��,]yOCOMPANY '3acKV1IC-N9';'r_onS-i- A fninOlvll
ELECTRICIAN COMPANY
Address License#
PLUMBER COMPANY
Ad dress License#
MECHANICAL COMPANY
OT HER COMPANY
Ad�,�� License
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans; (1)set uf Energy Forms; R-O4wPermit for new construction,
Minimum ten(1O)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(1o)working days after submittal date. Required nnsne.Construction Plans,atormwator Plans vw Silt Fence installed,
Sanitary Facilities&1domps»er.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(z)sets of Engineered Plans.
^~~PR0PERTY SURVEY required for all NEW construction.
Fill out application completely.
Owner&Contractor sign back u[application,notarized
|f over$2soo.a Notice mf Commencement iorequired. (A/o upgrades over$rso$)
^^ 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 nf contract required)
RomNfsUshingles Sowers Service Upgrades A/C Fmnces(P|ouGuwey/Footago)
Driveways-Not over Counter|fon public madwoyo..nemdaROW
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 per 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
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 OBT FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING ICE OF1300wiNCEMENT.
FLORIDA JURAT(F.S. 117.03)
OWNER OR AGENT CONTRAC R
Subscribed and sworn to(or affirmed)before me this Sul rib d n n to ffi )before a hi
by `f '0 � byVk
Who is/are personally known to me or has/have produced Who i /are perlonally known to me or has/have produced
as identification. as identification.
� pV/�� LEYANIS VALDES ALONSO
Notary Public .o� m,% Notary Public
• cNi:
Commission No. �:o is i
'"��F �`O e ruary 6, 2
Name of Notary typed, printed or stamped Name of/Notary typed,printed or stamped
'ik
CONSTRUCTION AND ALUMINUM
License#CR-CO58237
04/10/2019
To: City of Zephyrhills, Building Department
I, Jack R Hall Jr. president of Jack Hall Jr's Construction and Aluminum License CR-0058237
would like to request that you allow Daniel Johnson, Robert DiCandia and Michelle DiCandia to
pull and sign permits with the City of Zephyrhills. I accept full responsibility for all work done.
Jack Hall Jr., President
Jack Hall Jr's Construction and Aluminum
Before me personally appeared Jack R Hall Jr to me well known and known to me to be the
person described in and who-executed the forgoing instrument and acknowledged to and before
me that he executed said instrument for the proposes therein expressed.
Witness my hand and official seal this 10 day of 4-1 r 2019.
u LEYANIS VALDES ALONSO
a4O�State of Florida-Notary Public
Leyanis Valdes Alonso 9 0 Commission#GG 183208 -
'�jOFF���� My Commission Expires
February 06, 2022
Notary Public
State of Florida
3616 Waterfield Parkway + Lakeland, Florida 33803
Phone: (863) 667-0068 + To// Free In Florida: 1-800-741-0068
Visit us at: www.jackhalljr.com
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: C k PG,
Date Received: �"
//0 /) C�
Site: o5 LA�l o Ve r - Y
Permit Type: X' �y� r' pubes
Approved w/no comment . Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
APR `2 12019
Kal in S t —Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
Generalized Building Schematic
35-25-21-0050-00000-0460
FL, 235LL D Card; 001 310 )5 oat P,ff t,t'a
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ALL WORK SM"AaLI_GMAP Y-.z� � �H�
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AND THE CITYOR®INAlyCES OF ZERHYRHI LS
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INITIALS .
http://search,pascopa.conl/haverse.sspa7parcel=2125350050000000460&showca,•ds=001 1/1
MASONITE 149'WX OWML fWE WDIH cc 0- Do
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WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. <Lo
V-61"DOLIBLE DOOR WITH/WITHOUT SIDEL D.L.O. �PA;NEL WIDTH 37.5" MAX. ;� 0
ITES F 1 W, FRAME :D :;Et cl::-J
ii
INIASTRAGAL 0
GENERAL NOTE C)
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO uj CD
THE FLORIDA BUILDING CODE AND WHERE PRESSURE rc
uj 0<
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 13-Q)
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, y :7r_
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lu U7)
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), LLJ
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE
PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ci
ON PANELS WITH NON-IMPACT GLASS. Ito
4. POLYURETHANE CORE FLAME SPREAD INDEX OF Sotl
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. E
5. PLASTICS TESTING: ..
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP I ASTM D1929 842 'F > 650*F
RATE OF
B URNING ASTM 0635 1.28 IN MIN
SMOKE _ _DENSITY ASTM D2843 70.27
TENSILE STRENGTH ASTM D638 _1.87 DIFF
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WISIDEL1rE5
D u: 0
D
0
13 [3 13 El 13 0 11 E3 v)
0
v)
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LF1 0 00 00 ' 0
MT Lu an
SINGLE DOOR UN DDYME DOOR UNI SINGLE DQOR UNI .SINGLE DOOR UN SINGLE DOOR UNIT WIDELM DOUBLE DOOR UNIT ISIDEUES <
WITH SIDELRE WITH SIDEL
an 4
DESIGN WHERE WATER INFILTRATION uKMANCL 15
INSWING
DESIGN PRESSURE
DESIGN PRESSURE RATING REQUIRED TO BE I57 OFDvtKf
CONFIG MAX—WIDTH INSWI�NNG I U 15WING INSWING I BUMPER-0
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X 37.5 +70.0 -/u.0 I+70-0 -70.0 N/A 20.0 -20.0 +3 HP BUMP 0 S
xx 74 +55. 50 1+55.0 55.0 �N +50.0 -50.0 -
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112.5 +55. -53.0 1+w1w -5.5.0 1 Nh
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TABLE OF CONTENTS AddWaloRN On.Ear. sws
SHEET III DESCRIPTION Catl
1 TYPE& ELEVATIONS & mLERAL NOTES Rv&wedPf.' I KURT SALTHAZORounNa Tao.:
2 q:pR55S & DETAILS DaRvkig y4thn FLORIDA P.E.
ANCHORING LOCATIONS & DETAILS #56533
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#8 x 2"
7' ASTRAGAL RETAINER BOLT HOLE -----
MUST BE DRILLED THROUGH cn
#8 x 2" #10 x SIB" THE THRESHOLD & INTO THE
0
STRUCTURE DEEP ENOUGH
#10 x 5/8" FOR A 1.375" THROW uj
JS x 2" #10 x I" DETAIL "E" ASTRAGALDETAIL "E" ASTRAGAL
#10 x 2-112" ATTACH ASTRAGAL RETAINER BOLT
#10 x I" STRIKE PLATE TO FRAME
#10 x 518*,, , AS SHOWN. W
DETAIL "C"
DETAIL
11--,'1.437 HOT MELT
'1.375 0.9621 cn� J8 X 1-1/2-PHS
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INSWING. THRESHOLD BUMPER O/S THRESHOLDTA OZS THRESHOLD HOT MELT BILE
11=0MER
-m- 5�6/17
EXIIERIQ Deis Sw-L, N.T.S.
1,482" 1.75* 1 047- F f INTERIOR
1.437' k 0
TYPICAL GLAZING DETAIL DM.ft SWSsy.
T T T NON-IMPACT GLASS2;d
Z-SERIES [OLD -HIGH DAM OZS THRESHOLDliE O/S THRESHOLD -WO-MA-FLO271-17
SHEETL OF
7. 2
SEE DETAIL 3" 6' 6' � 00
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HARDWARE SCHEDULE EL
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE. o
ATTACHMENT DETAIL 1.25 d s. ': 2. 4" X 4" FULL MORTISE BUTT HINGES.
MIN1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, — 1-XI/2" CORRUGATED #10X2' WOOD SCREW w
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3" FROM EACH END fi FROM EACH END
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7" OC' AND 12' OC
CL—I �— 2
FASTENER RATING FROM THE DIFFERENT FASTENERS I W
BEING CONSIDERED FOR USE. JAMB, HEAD, AND =? ACRYLIC o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE c u k
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY ACR7yELIc
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION CLAAULK CL `m w
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". �o
WOOD SCREW EDGE DISTANCE MIN 3/4 COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM t.5o' MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN —0.25'
MAX (3)) tOX2-1/2" Addzrd 4
0
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM WO D SCREWS Z
MINIMUM EMBEDMENT OF 1-1/4". I EACH END ,mmtiAk�
CL— �— a:, L DATE: 5126117
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ' ® Rer+av�dEj _ scmz- N.T.S.
TRANSFER LOADS TO STRUCTURE. »R M.In: SWS
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ® ® CHx•BY'.
WOOD BUCK
ANCHOR INSTALLATION DRAWNG No.:
INTEGRAL WOOD DWG—AIA—FL02II—17
MULLION (CHS)
sneer 3 or• 3
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