HomeMy WebLinkAbout17-19483 CITY OF ZEPHYRHILLS
5335-8TH STREET J
(813)780-0020 �183�5
BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18300 Address: 3525 BERYL LN
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: EMERALD POINTE
Est. Value: Parcel Number: 24-26-21-0020-00000-0700
Improv. Cost: 2,425.00 OWNER INFORMATION
Date Issued: 3/30/2017 Name: VOTRIAN RALPH DEAN & FRANCES
Total Fees: 187.50 Address: 3526 BERYL LN
Amount Paid: 187.50 ZEPHYRHILLS, FL. 33540-7414
Date Paid: 3/30/2017 Phone: (828)557-3240
Work Desc: CONSTRUCT WOOD FRAME SHED 12 X 42 W/ ELECT/PLUMB& GARAGE DOOR
CONTRACTORS APPLICATION FEES
HOMEOWNER BUILDING FEE 67.50
HOMEOWNER ELECTRICAL FEE 60.00
HOMEOWNER PLUMBING FEE 60.00
F
Ins ections Required,
FRAME PLUMBING FINAL
SHEATHING
2ND ROUGH PLUMB
ELECTRICAL ROUGH
MISC
FINAL
ELECTRICAL 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.
CONTRACT SSIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
I -
f.
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site: J dervl /V
Permit Type: �'`'�C�
Approved w/no comments Approved w/the below comments: 0 Denied w/the below comments: 0
This comment sheet shall be,. a the permit and/or plans.
f
Kalvin S i r Pl xarnmer Date Contractor and/or Homeowner
(Required when comments are present)
-EME .
Name Lot# 70
LOT IMPROVEMENT :
PERMIT.# . `6
EMERALD POINTE BOARD OF. DIRECTORS _!
APPROVED BY: ; DATE: U =
PROPERTY:EVALUATION COMMITTEE
APPROVED BY:: : DATE: . .
EXPIRATION DATE:
IN3SP,ECTION BY:, DATE: : _
FINAL_INSPECTION BY: -DATE: : -
PLEASE RETURN TO .LOT. IMPROVEMENT COMMITTEE =:
OF Lot_Improvement-I_doc li,24,2014
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Phone Contact for Permitting `' or
Owner's Name A,�f=AF)0 A. CC-S �d f Y/Cr/v Owner Phone Number
Owner's Address ���� p COY' / ZgA"e Z� t����F� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address n
JOB ADDRESS 3Jro���p PY I.A) 33.SY-0 LOT# �®
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR B ADD/ALT = SIGN = = DEMOLISH
Er - INSTALL -REPAIR
PROPOSED'USE = SFR Q COMM = OTHER
TYPE'.OF CONSTI$)CTION 0 BLOCK Ea FRAME _. STEEL =
DESCRIPTION OF WORK J /a r Q S e=1 GcJOOd YAi,71 e
BUILDING SIZE ! ya SO FOOTAGE i HEIGHT • Id FT
=BUILDING $ o� VALUATION�OF TOTAL CONSTRUCTION o2
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ �eo,
I h(,CYY�
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �,n �1� zd,�,c'`
D YP'"y��lh��S,(x'el
=GAS = ROOFING = SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO S' S Yam"' el
sefb`c
BUILDER COMPANYru
SIGNATURE REGISTERED Y-/ N FEE CURREN
7r��
Address License#
ELECTRICIAN el
COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address` a License# '
Q CrJNC'Y o )
PLUMBER.;, _ COMPANY'
"SIGNATURE. REGISTERED Y•/ N.- FEE CURREN
Address License#' .
.MECHANICAL COMPANY ,
SIGNATURE'•" REGISTERED Y,/ N, . . FEE CURREN
Address License.#
.jcv.
'...:OTHER COMPANY
SIGNATUREu ;;;: REGISTERED Y/ N FEE CURREn' Y/N
-Addressr:,, License#
`1RESDENTIAL;;>,•.'Attach(2)PIof,.Rlans (2)sets of'BUIIding-Plans;(1)'set-of-Energy;F6rrris;R;,QT W,Permit for new Construction
.-,Minimum;ten:(10)-working;days':afte�sutimittal:iiate.'Required'`onsite;Constriction Plans;Storlrlwater Plans w/Silt Fence installed,
:;, , - Sanitary,,;Facilities,8�1,,dumpster;Site Vllork Permit for.'.subdivisions/large'p�pjgcts
_COMMERCIAL Attache(2)'60mplete'sets`bl 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,
ry . ,-.1 •., p w.projects.All commercial requirements.must meet compliance
::. Sanitary Facilities i�1 dum 'ter.,Site Work Permit for�all�ne
�,t:SIGN;PERMIT Attach"(2f sets'.of,;Engineered'Plans:-:-:' ..
t ""PROPERTY SURVEY required for.all NEW construction...
z'
:Directions: ,,...'Fill.-out application completely.
'Owner:B*Contractor sign back of application,notarized
'If over.$2500,a Noticwof Commencement is required. (A/C upgrades over$7500)
AgenQ or the-contractor)-orLPower-of Attomey(f6r1he owner)would tie someone with notarized letter from owner authorizing same
{ -OVER;THE COUNTER_l?ERMITTING... .... .(copy of contractrequired)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways:.n'eeds ROW
HEADERS ISIZE SPAN NUMBER
OF
0 BEARING WALL 'W'
BOO? SPANS for ENCIABED BOOMS 22 PS>r SUPPORTING 3'-6" 1
FASTEN COMP. PANELS TO TOP PLATE 130a1t - 110ud EXP - B M�[pM SPAN
W/ 12X4�' WASHER/SEAL HD SCREWS ALUM RIDGE CAP W/ COMP. PANEL ROOF ROOF & CEILING ONLY ,
12 O.C. O ENDS & B" O.C. 0 RAKES #1 Ox 5/8" SMS 2X6 LEDGER ATT. TO WALL W/J'X3' 3 x12'x 024' ALUM PANS 1O'-6" 6' MAX OF HOST 5'-5 1
(4) ' BOLTS, NUTS & WASHERS LAG SCREWS, 2 PER STUD & 6 ' MAX 8'-0' 1
(2) 2"X9' ALUM SMB 3'x12'x 03Y ALUM PANS 11'-8' OF ADDITION
RIDGE BEAM SIMPSON LU26, PER 3'x12'x.26 GA GALV. STEEL PANS 13'-10' 9'-6' 2
MFGR'S. SPECS, 0 EACH 12'-0' 2
END 3"x4'x.024' COMPOSITE PANELS 11'-8'
3"x4'x.032' COMPOSITE PANELS 13'-7' GGLUED ASTENED AND 0 DBL TOP PLATE NAILED 12 O.c. W 16SIb PSOROWWSST STRAPS
SIMPSON SP2 OR EQUN. 2X6 CLG. JOIST O 24' O.C. 4 x4'x.024 COMPOSITE PANELS , OR EQUIVALENT O 16" O.C.
TYP. 0 EACH STUD AL
W/1d 2X4 SYP
12"STUDS c. }' DRYWALL 4 x x032' COMPosnE PANETs PRE to
C S. r≥OJJ 4� �D �
. t
�r n
SIMPSON LSTA15 EA. SIDE STAGGERED 2x8 SYP CLG. JOISTS oT F c ALL T
(4) SIMPSON LSTA15
OR EQUN. TYP. 0 EA STUD 24' o.c. MAx SPAN EXTERIOR WALL � .{� A�'D
TO HEADER CONNECTION FASTENED PER MFGRS SPECS WITH LIVE LOAD 10 PSF, 2"X4 WOOD STUDS 0 16 O.C. oa�xTC s
DEAD LOAD 5 PSF
HEADER -TABLE DROPPED CEILING DETAIL
OPTIONAL GABLE ROOF &
RIDGE BEAM DETAIL FASTEN MONq If g.'HOWe,�FOR OPTIONAL
GABL Em s A�
COMP. PANELS TO TOP PLATE
W 12X WASHER SEAL HD SCREWS 12" r s`rfiPivr t iC,'� f —
ALUM RIDGE CAP FASTEN CDMP. PANELS TO TOP /I 4 WASHER/
SEAL
D.C. O ENDS & 8 O.C. O RAKES, TYP.
#1Ox 5/8' SMS PLATE 12 O.� WASHER/SEAL HD 1-
SCREWS 12 O.C. 0 ENDS & 8" 1L2 C
(2) 2'x9" ALUM SMB D.C. 0 RAKES CLOSE INSUL PANEL W/ALUM. END CAP
RIDGE BEAM
ATTACH VALENCE
CAP W 8Y i-r------ I __________________
WASHER HEADED SCREWS
DBL 24" TOP PLATE______ IIii
SIMPSON SP2, STUD PLATE hill
TYP(4) 2"x4" DBL 2X HEADER W//" PLYWD. / I
STUDS /
BALLOON FRAMED WALL (2x4 SPACER OVER WINDOWS/DOORS. I�I
STUDS CONT. TO TOP PLATE SEE HEADER TABLE / / i
• 0 16 O.C.) / I1I
i //
INSTALL WINDOWS PER- MANLF. I
INSTALLATION INSTRUCTIONS I
" � 3" CDX OR ?g" OSB, OVERLAP 1iIiIl\ __________
} WEDGE ANCHORS W/5TANDiARD TOP/BOTTOM PLATES, SEE NAILING NOTE E
WASHERS, 12' FROM CORNERS, 6' ALTERNATE' SIMPSON 0
FROM OPENINGS AND 24" O.C. ABW46RZ OR EQUN. FASTEN
W/4j" MIN. EMBEDMENT TYP. BASE TO ANCHOR BOLT IN 11111
SLAB AND NAIL TO 2X4'S hilt
W,10d NAILS PER MANUF, VINYL SIDING OR HARDI-BOARD SIDING 11111SPEa
�I 2"X4' WOOD STUDS 0 16` O.C.
J"O WEDGE ANCHORS W/STANDARD WASHERS, 12" IlTli 36"x6'-8
PREHUNG
SIMPSON SPt. STUD PLATE FROM CORNERS, 6" FROM OPENINGS AND 24" O.C.
' 71� BALOON FRAMED GABLE END W/4j` MIN. EMBEDMENT TYP.
WOOD WALL SECTION
MAINTAIN 6" BETWEEN SIDING & GRADE W/TERMTE
SHIELD OF MIN. .024 ALUM. COIL OR 26 GA. GALV. �a
WALL '/ r/ t -
PANELS (PLYWOOD) NAILING NOTE: STEEL UNDER SOLE PLATE & UNDER SIDING OR - ;• ,
RAISE SLAB 6" ABOVE GRADE SIMPSON STUD PLATE TIES OR EQUN. ARE
-------------------------------- --
--NAt1.-Sd--NAILS 6' B G: O EDGES-& 2 0:C ALL WORSHALL - ONLY TDE OF
{ IN FIELD. ROWS OF NAILS SHALL BE I" MIN. PREVAILING CODES 8"X12" CONC, FOOTER #5 COt�f�_ OPENINGS WHEN SHEATHING PANELS ARE
{ FLORIDA BUIL.D114G CODE, ON 3' HIGH CHAIRS CONTINUOUS (8'-0" OR UNDER) AND
FROM PANEL EDGES. PLYWOOD SHEATHING NATIONAL ELECTRIC CODE,AND NAILED PER PANEL NAILING NOTE.
SHALL OVERLAP BOTH TOP & BOTTOM PLATES. CITY OF ZEPHYRHILJ"S.QRDINANCE34. 2500 PSI CONCRETE SLAB WITH 6'X6
ALL FASTENERS NAILED PER MFG.'S " ADD SP2/SP1 AT ALL STUDS WHERE WALL FREESTANDING SHED
SPECIFICATIONS. 1110/ WWM (OR FIBERMESH) OVER 6 MIL• . 14- R BARRIER W/EDGES LAPPED 6" & HEIGHT EXCEEDS 8'-0' OR WHERE SECTION/ELEVATION
S TAPED, OVER CLEAN, COMPACTED, SHEATHING ANELS ARE JOINED.
REVIEWP�yRh1 TERMITE TREATED SOIL
CITY OF
FBC PLANS & ENGINEERS NOTES: ,A►ccs vo , ,! RISK CATEGORY 1 130 ult
'NGINEERING SERVICE, INC. 1.1)1 BASIC DESIGN WNJSPEU)= 130 ult/110 osd, 3 SEC GUST, EXP. B - � /�,�,�lc 110 cad
yr a I HEREBY CERTIFY THAT I HAVE REVIEWED THIS 6272 A9B0TT STATpN DRIVE IR�Ri 101 2. RISK CATEGORY— A { ye � /' Y�I� PLAN AND FOUND R TO BE IN COMPLIANCE WITH DO NOT SCALE ZEPHYRHILLS, FL 33542 3. TIf INIERIK P! CMTM f FOR ENCLOSED WILDNIS IS +.18/-.18
1-866-824-7894 4. C & C DESIGN WIND PRESSiIf = ROOF +124/-30.4 PSF; WALLS: +30.4/-33 PSF _n
TOLL FREE & FAX -THIS SHEET MUST RF Af"UPAN[rn wV a crrc cocrrrrr nDAun►+n AtI DA^ ��... .. ��•„-- THOMAS L HANSON PE #38654 DAVID W_ SMITH PF 853SM ASCE 7-10 AND THE FLORIDA BUILDING CODE 2010 __