HomeMy WebLinkAbout22-4117Name: CONNIE DAMBRA
Address: 4722 Charter St 14 26 21 0270
000000400
Phone: WITMbg, FL 33542
City of Zephyrhilis
5335 Eighth Street
Zephyrhills, FL 33542
BGR-004117-2022
Phone: (813) 780-0020
Fax: (813) 780-0021
Issue Date: 06/14/2022
4766 Charter St 14 26 21 0270 00000 0400
Permit Type: Building General (Residential)
Class of Work: Shed
Building Valuation: $9,125.00
Electrical Valuation: $1.00
Mechanical Valuation: $1.00
Plumbing Valuation: $1.00
Total Valuation: $9,128.00
Total Fees: $135.00
Amount Paid: $135.00
Date Paid: 6/14/2022 3:22:09PM
Forel H 01 H A HT -Al X tMV-A
"',"K . . . . ........
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 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 BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
CONTRACTOR SIGNATURE
PIE- �TO
:2:20607 4011111IM:2*01
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received Ph®� Contact for Parmiffino If q 0 1 1 —;L, T�J 0
Owners Name
Owner Phone Ngmber I
t o
Owner's Address
Phone Nu m'ber
Fee Simple Titleholder Name
411 K
Owner Phone Number
Fee Simple Titleholder Address
3 3S-Zl.
JOB ADDRESS
LOT #
SUBDIVISION
PARCEL ID#
lq-26-al -C)3k!?0 -00060-6LM
(OBTAINED FROM PROPERTY
TAX NOTICE)
WORK PROPOSED
N1W CONITR
ADDIALT SIGN
DEMOLISH
INSTALL
REPAIR
PROPOSED USE
SFR
COMM OTHER
TYPE OF CONSTRUCTION
BLOCK
FRAME STEEL
6L*111;[*T*1
=ill i� III I
BUILDING IN� G
=ELECTRICAL
=PLUMBING
=MECHANiCAj
;Lob
Za, I.II,, 10
VALUATION OF TOTAL CONSTRUCTION
AMP SERVICE PROGRESS ENERGY W.R.E.C.
VALUATION OF MECHANICAL INSTALLATION
=GAS = I ROOFING SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES
------ IN RIME;
Directions:
Fill out application completely.
Owner & Contractor sign back of application, notarized
If over $2600, 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 I Service Upgrades A/C Fences (Plot/Survey/Footage)
have read and fully understand and agree to the
provisions of this instrument.
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 Mllowing
conditions:
OWNER'S SIGNATURE
ADDRESS 4-712-
PHONE
DATE
I/Masterforms/OwnersAffidavit/NovO7
a
m
UJ
JZ
91
cr-
cc
C—AVENUE
S, Wt4'30'W. M20 (F)
& WOW% 77.00 (0)
0
Z
SOM VW LLW of AW
LJ
-,!Illy
W
3: cl
0
2R
0
m com
di
0 W
_j
ice,< uj Z
0 z m
FAX $16
WON
uj 0
rW
z < 0
i % t k tz
r
st
"N'BOUNDARY SURVEY
SM. ftO&W or "laa v D*w oz
gor yowgwffws of
zem= wdrig=
ftoft
lea
Jenkins & Smit
SURVEYING AND MAPPING
190D WNWAY 41 C SIHM I J I
LAKE FRANCISCO PLAZA - WrZ FL 3350
(0131 W-9666 OR M-NOS - FW813)
P.C, At Sftkt o q703-g4-
an" a
f � OP I NF A P�, A,,,,'# A D-S"DI, U� LIFY '�O "' ff-,10� 14 V �17 A PPROVEI,'--�
0
A, 8'-6" TO 16',0"
'KIDS NOT REQUIRED
NO 1 O'WIDE BUILDINGS
CARD TO MATCH FLOOR JOIST
EN TO FLOOR JOIST PER
ENING SCHEDULE
P.T. 4x6 SKID (TYP )
K6 P T, SYP NO2 AT 12'O.C. FOR F WIDE SHED
X6 P.T.
SYP NO2 AT 16'O.0 FOR S WIDE SHED
WDE)
2"0 C
REQUIRED FOR ALL BUILDING WIDTHS
,FLOOR AREA SHALL NOT EXCEED 719 S F.
(2) 2X4 Wl 1/2'PLYWOOD
BETWEEN PLIES HEADER OVER
DOORS AND WINDOWS (TYP.)
(SEE STOR-MOR CONSTRUCTION
MANUAL)
6'-W TO 16-T— A
A-- VARIES
COLILAR-TIE (SEE TRUSS DETAIL)
F. MIN mq lITA I I m N c m
202 i 03- 01? ' Op , 1`46 E N r'v, F-I,R:G A P P,,,D VAL F i# A r" a..- Iff I- ff Y 20 - NO " H VPP RO VP)
ROOF TRUSS PER DETAIL
SPACED AT 24'0.C. MIN
)ER SPACED AT 16" O.C. MIN
-OP PLATE PER WALL SECTION L;
u
z
RACINGATY, OFSPAN
REQUIRED FOR ROOFS
4
SHALL HAVE (2) 2XI!s FOR
MTH (1) 2X6 RESTING ON
u
BOTTOM TTGM CHORD ON
,11 TRUSS
A, — 8'-0"TO
\'(2)
2A4 STUD COLUMN IN
EACH CORNER.
2X4 SOLE PLATE
iR
DOUBLE STUDS EVERY 4- (TYP)
0
0— SEE SHEET NO, I FOR
FASTENING SCHEDULE
(1) KING & (1) JACK STUDS
EACH SIDE OF OPENINGS
(TYP
2X4 STUDS SPACED AT 16'O.C.
IF
N
z
in
SIDE UTILITY FLOOR PLAN
N.T,S
^FLOOR AREA SHALL NOT EXCEED 719 S.F.
END WALLS MAY EXTEND TO EITHER THE
INTERIOR OR EXTERIOR OF THE SIDE WALLS
FRONT ELEVATION ""')
11110422410*T1vfro��
� TO ATWIll Ky a 11 a INTr=aIUPi i'Ll
I
SIDE UTILITY ELEVATIONS
N,T S
FQ maw
E5
7698
2012 i 03-09 T O. - ill�'-' FIN 'VNE R I NG A P' RO VA� '11, A AC, 2,() j-' — 1 N'C',H /HZ APPROVED
A
TOP LINE ENG1NEER1-NG,-LLC
TLE STRUCTURAL ENGINEERS
Y
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
2601 Blair Stone Road, Building C
Tallahassee, Florida 32399-6563
RE: Plan Approval
Lifetime Storage Solutions
Plan # AD -SIDE UTILITY-20
Pursuant to the requirements of the Department of Business & Professional Regulation, the above
referenced documents have been reviewed for compliance with:
2020 Florida Building Code, 71h Edition
2017 National Electrical Code (NFPA-70)
Florida Product Approval Rule 61 G20-3.006 (FACI
A
All mandatory comments have been satisfied and plans are approved for construction by a currently
approved modular building manufacturer.
These documents were reviewed for only what is to be constructed in the factory. Any work
performed at the site, such as the foundation, is under the authority and jurisdiction of the local
Building Official.
Third Party Agency approval in no way alleviates the builder/manufacturer from complying with all
the applicable codes, which may or may not be identified in this review. Approval also does not
preclude the local building official from requiring work be performed that was not previously
reviewed, approved, and constructed under the State of Florida's Manufactured (Modular)
Building Program to make the building, code compliant, for the intended use.
If you require my assistance in any way, please do not hesitate to contact me.
Respectfully,1 I
�,%lliam E. Neary,mi
Business Partner
Top Line Engineering, LLC
BILL,TLEC4,vahoo,com
*** Please nore: Any questilons regarding local permitting should be directed to t1he Manufactwier.,
The Manufacturer's contact information can be found in the title block ofthe plans.
10649 Oakview Pointe Terrace * Gotha * Florida 34734 * Phone 407- 421-4O)_,V7_* Pr-oj�e-cds.TLECci?yaho-o,c—ot-r)
FL Cerfificate of Authorization a1785
SN.EET SHEET TITLE - _ ,,.r2_.,.._
GENERAL NOTES _
T FP.<tNilh'G FLANS - E OUR
3 'LOOP PLAN & ELEVATIONS a.GF - o11—-- sol—Foor
REBUKE T-10
DETAILS
.,.J.i =t,.ulE'93 CTi Y.cR'tn SECxC_,V
CENERw. N'�TGe
y CRITER(F
Ip EO SYPNOFk9£ _ EVG
.. DF6i Orvi
2020 PC1A:9k EU%4111N1o6£i 1.....rv.61i.niri5
CIAN—
C.a D_9 CN Ua96Piu0P�D atE, CR„I A BJ'LU'rv. lD EF art n1IU RE6
C L-Cl 6f+EGF CIT rN6 TC. '"„TUNES.
d eCtB wx s:L 6_fiiGN 6FlECF CnT ON69U Nll
UC66LBI"TD /+RE aRODUGT nPPRuvEB nNI, CNV _E�86 T 0.aROJED
.. hi Q41]OJ FUR AN a LCETn L_Y.. s. �.Y...EMOR LbNS RVC oN MA' h
..6 F ..ERE /rZE aNVDBGREPaYC __ TH I,C STUR llR COMB. RUC'. NnNt,AL, f1-66Nh'.... o1'ROL
K0T APfIR0V16 F68 HVHZ. j
T€_E
P - :� kY'u sfxc 5s-�Acrs. ez ze;c: e r" T' €rts "sr�tt T' szr ems` ay c,.£rsc`rx,
s,,Saca dsb_rTzrPrzfton -cr be fo�nd IN She fKft b,1., k rye the z,ec, a.
.;t"lI 19 .... ems,_-J1 kr',''.,,VA =1 �0AD ,.H p P,..0 V_.,
� _NiNa 5CHTGl�LE
:svn o%ns de lace tf mbosr�l
xe, FBoa.n it rm ,. resWn11 IN
am enC
x.;. .0, nanx 2 1111, 1121 d,.
E..s. ?..R.t aol
Roal srmam
,. g 1V.1HI b,a„e g'enun s oan wo na aon ea.... s.a o.
- "R- p ie.o�o(sneelM1ntl. n M1n (n tl.b ocalb .¢aam. or Oa
3
'6_vE ¢jE
�i
nae :i
7698�
GENERAL NOTES
OESIGN CRITERIA
1.0 REFERENCED STANDARDS
1A DESIGN
1.1.1 THE FLORIDA SUILDINGCODE, 7TH EDITION (2020), BUILDING
1.1.1.1 BUILDING -CHAPTER 16
1.1.1.2 THESE PLANS EXCLUDE MIAM!-DADE COUNTY
1.1.2 2018 NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION DESIGN CODES AND GUIDELINES.
1.1.3 2018 NATIONAL DESIGN SPECIFICATIONS SUPPLEMENT FOR WOOD CONSTRUCTION DESIGN CODES AND GUIDELINES.
1.1.4 PRODUCTS SUBMITTED ARE PRODUCTAPPROVED AND CAN BE SUBSTITUTED WITH PRODUCT APPROVED EQUIVALENTS.
1.1.5 REFERENCE STOR-MOR CONSTRUCTION MANUAL (2020) FOR ANY ADDITIONAL DETAILS NOT SHOWN IN THESE PLANS.
1.15.1 IF THERE ARE ANY DISCREPANCIES WITH THE STOR-MOR CONSTRUCTION MANUAL. THESE PLANS SHALL CONTROL.
2.0 DESIGN LOADS
2.1 DEAD LOADS:
2.1.1 FLOOR DEAD LOAD = 3 PSF (NOT INCLUDING FLOOR JOIST SELF -WEIGHT)
2.1,2 ROOF DEAD LOAD = 4 PSF (NOT INCLUDING TRUSS SELF -WEIGHT)
2.2 LIVE LOADS:
2.2.1 FLOOR LIVE LOAD: = 40 PSF
2.22 ROOF LIVE LOAD: = 20 PSF
23 WIND LOADS: PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, CHAPTER 16, LATEST EDITION
22 1 DESIGN WIND SPEED: Vuit= 160 M.P.H.
Vasd = 124 M.P.H.
2.3.2 IMPORTANCE FACTOR = 1,0, CATEGORY 1
2.3.3 EXPOSURE CATEGORY =C
2.3.4 INTERNAL PRESSURE COEFFICIENT =+/- 0.18 ,I
2.3.5 BUILDING TYPE =ENCLOSED V
3.0 ANCHORAGE DETAILS SHOWN ON THIS DRAWING ARE FOR STOR-MOR PORTABLE BUILDINGS ONLY.
GROUND ANCHOR SCHEDULE
MODEL#/PART#
DESCRIPTION[11
SOIL CLASS
59080159081
48" x 5i8" ROD WITH (1) 6" HELIX
4A
59085169094
48"x 314" ROD WITH (1) 6" HELIX
4A
59250/5925OG
36" x 3/4" ROD WITH (1) 4" HELIX, AND (1) 6"
HELIX
4A
59128/59128G
42" x 3/4° ROD WITH (2) 4" HELIX
4A
59086/59086G
48" x 3i4" ROD WITH (2) 4" HELIX
4A
59099
60"x 314"WITH(1)7°HELIX
46
(1JANCHORS SHALL USE 17 Yz" STABILIZER PLATE OR ASS STABILIZATION PLATE.
GROUND ANCHOR QUANTITY SCHEDULE
SHED LENGTH (FT)
TOTAL
# EA SIDE
10-12
4
2
14-20
6
3
22-28
8
4
30-36
10
5
38-44
12
6
46-50
14
7
52-58
16
8
60
8
9
0,035" MIN x 1-114" x T-0"
GALVANIZED FED. SPEC.
QQ STBI-H
(TO BE IN CONTACT WITH SKID)
TIE DOWN
ENGINEERING
--
DOUBLE TENSION
PART NUMBER 59100.
BUILDING SKID
REFER TO BUILDING PLANS
FOR SIZE, LENGTH, AND
45° MIN
LOCATION
STRAP TO SKID DETAIL
SEE STRAP TO
SKID DETAIL
45° MIN P.T. SKID
FINISH GRADE — _ --
HELIX ANCHOR DETAIL
1' FO FO FO FO 1'
O O O
ANCHOR SPACING
Ir