HomeMy WebLinkAboutSUBMITTED PAPPERSSCANNEDST. LUCIE COUNTY - FT. PIERCE �unoC alonj ,;g
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St. Lucie County FIRE DISTRICT dBN s
VOS
BUILDING PLAN REVIEW
P.O. BOX 3030 TELEPHONE: (407 ) . 462-2312
FT. PIERCE, FL. 34960-3030 FAX NO: ( 407 ) -462-2325
JURISDICTION:
St. Lucie County
F.P.B.NUMBER:
6453
PROJECT NAME:
Zeroll Company.
BLDG DEPT. NO:
50313
CONTRACTOR:
Pivot Construction
PHONE NO: ( )
231-4938
ARCHITECT:
Thomas Cargy
PHONE NO: ( )
231-2931
EYLDG. OWNER:
T & M Funka
REVIEW DATE:
2-22-95
-BLDG. LOCATION:
3405 Industrial 31st
NO. OF STORIES:
1
i.' . 4bCUPANCY TYPE: Storage
BLDG. HEIGHT:
GROSS SQ. FT.
6880 sq. ft.
NET SQ. FT.:
_ sq. ft.
OCCUPANT LOAD:
None required
BASED ON 100 sq
ft Per Person:
CONSTRUCTION TYPE:
N.F.P.A. 111220 _III_(200
) S.B.C.C.I. _V_ ( un
)
NEW CONSTRUCTION:
_X_ RENOVATION:
_ ADDITION: _ SHELL ONLY:
REQUIRED REVISIONS:
I 1. Provide an additional side hinged exit door in the left elevation wall.
Exits shall be arranged so the paths of travel are in two (2) separate
directions and so there are not dead ends exceeding 501.
2. Provide an approved illuminated or self -illuminated exit sign above each
exterior exit.
\
3. If the structure is occupied other than daylight hours, emergency
lighting will be required for all means of egress.
4. I£ emergency lighting is required then the illuminated exit signs will
require a 90 minute battery back-up.'
5. If combustible materials are to be stored such as cardboard boxes, etc.,
a 3A-40BC rated fire extinguisher will be required for each 75' of
travel.
I'
REVIEWED BY: DATE:�.��_g r
SHEET NO. / OF
STATE-OF.FLORIDA,= ,
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
_ONSITE SEWAGE DISPOSAL SYSTEM
CONSTRUCTION PERMIT
Authority: Chapter,381, FS & Chapter IOD-6,-FAC
PERMIT # =t.
DATE PAID
FEE PAID
RECEIPT #
a4CONSTRUCTION PERMIT FOR:
X] New System [ ] Existing System[ ] Holding Tank [ ]Temporary/Experimental
{] Repair [] Abandonment - [ ] Other(Specify).
a
APPLICANT- THWMS'FUM F AGENT:: CULPEPPER E: TERPEwmr., usc.
PROPERTY STREET ADDRESS: 3405 INOUSTRTAL 31ST STREET
•LOT,. 15 BLOCK: 3 SUBDIVISION: AIRPORT TNBUSTRIAL PARK UNIT ONE
PROPERTY ID #: _ [SECTION%TOWNSHIP/RANGE/PARCEL NUMBER]
14295010O3SnD0D [OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF CHAPTER 10D-'6., FAC
REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS,FROM THE DATE OF ISSUE. .ALL OTHER PERMITS
EXPIRE ONE-YEAR FROM THE DATE OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME..' ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A.
BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH
MODIFICATIONS MAY RESULT,IN THIS PERMIT, BEING MADE NULL AND VOID.
----------------------------------------
SYSTEM DESIGN AND SPECIFICATIONS - .#
T [ ] [GAT -TO S / GPD SEPTIC T K/AEROBIC UNIT CAPACITY MULTI-CHAMBERE /IN SERIES -,*q
=[O ONS / GPD _.. CAPACITY HAMS ED/IN SERIES:[ ].
yyN.[-� ] GALLONS GREASE INTERCEPTOR .CAPACITY . [MAXIMUM CAPACITY SINGLE TANK 1250 GALLONS]
GALLONS PER DOSE DOSING TANK CAPACITY DOSE RATE [ ] PER 24 HRS NO. 0
33 IF AREA OF DRAINFIELD IS SUH09: [ ]
'[ •J�� ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM SATURATION FROM ROOF DRAINAGE,
a ] SQUARE FEET SYSTEM ROOF MUST BE GUTTERED PRIOR TO
A TYPE SYSTEM:. [ ] STANDARD [ ] FILLED >-e] M�C��j��'RL APPRO
I CONFIGURATION:3t ( ] TRENCH [ X ] BED [,�I L .%kz7 � 7kllv
N
F LOCATION OF BENCHMARK: CENTER OF ROAD & CENTER,OF PROPERTY
I ELEVATION. OF PROPOSED SYSTEM SITE ] INCE /FT] [ABOV /] ENC /REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ Z;' [ NCHE--/FTjV BELO ]' EN REFERENCE POINT
D FILL REQUIRED: [ y65 ] INCHES -EXCAVATION REQUIRED: [7Zj ] INCHES
O D , r it mmie
T
a S r
SPECIFICATIONS BY: TITLE:
s n
APPROVED BY: - _ TITLE: CPHU
DATE ISSUED: q'`.- EXPIRATION DATE:'
HRS-H'Form. 4016, Mar 92'(obsoletes previous editions which may not, be used)
(Stock Number: 5744-001-4016-0)
APPLICANT
Page 1 of 2
INSTRUCTIONS:
'
PERMIT NUMBER:
Permit tracking number assigned by CPHU. -
APPLICATION FOR:
Check type of permit, if 'Other' specify type in blank.
'
APPLICANT:
Property owner's full name.
TELEPHONE:
Telephone number for applicant or agent.
AGENT:
Property owner's legally authorized representative, -
MAILING ADDRESS:.
P.O. ba.or street mailing address for applicant or agent.
LOT, BLOCK, SUBDIVISION or - _- _ ----'-'-""—"' - •- % -_�-_
=-_
PROPERTY ID#:
27 character id number for property. (CPHU "may require property appraiser ID N or section/township/range/parcel number)
SYSTEM DESIGN AND
SPECIFICATIONS:
-
TANK:
Minimum speciircations from Chapter IOD-6, FAC. -
DRAINFIELD:
Minimum specifications from Chapter IOD-6; FAC.
OTHER:
Other specifications, such as operating permit requirements, low -volume Bush. toilets; variance provisos.
SPECIFICATIONS BY:
Name of individual providing specifications. If designed by a registered engineer must be sealed.
APPROVED BY:
County Public Health Unit (CPHU). personnel reviewing and approving permit.
DATE ISSUED:
Date permit -is issued by CPHU.
,EXPIRATION DATE':
One year from date issued if the system has not been installed. Permits for system repairs become: void 90 days from the date
-
. .-
issued, - -
� `�
PROPERTY MASTER FILE
REC # 1302 MEMORY:
36314 C 37331 NC
PROJECT #: 91- ACG
PROJECT STATUS: I
COMPLETE DATE:
SPROJECT ADRS: 3405 INDUSTRIAL 31ST ST
HOLD PROJECT (Y/N):
PROJECT -NAME:
UUBDIVISION : AIRPORT INDUSTRIAL PARK UNIT 1
LOT: 15 BLK: 3
SECT: 29 TWNSHP: 34
RNG: 40 MAP #: 14295
PAR.#: 142930100390000
OWNER NAME: FUNKA, THOMAS M
& MARIA A
OCCUPANCY TYPE: I
ADRS: 1813 EUCALYPTUS
CONSTRUC. TYPE: IVU
CITY: FT PIERCE
STATE: FL
SQUARE FOOTAGE: 255
ZIP: 34949
PHONE: (407)-465-9565
HEIGHT OF BLDG: 18'
# OF STORIES: 1
PR@/•POSED USE: INDUSTRIAL WAREHOUSE(MANUF.ICE CREAM SCOOPS)
,j
SPRINKLERS:
MA . OCCUPANCY:
USE ZONE: IL
WATER SYS:
MA . LIVE LOAD: LAS/AA
FIRE ZONE: IND
SEWER SYS: N/A
CENSUS TRACT: 43
FLD. ZONE: N/A
PARKING:
NOTES:
NOTES:
Use Standard Movement Keys or Press <Esc> to Exit
a
ST LUCIE COUNTY
ROAD IMPACT FEE CALCULATION FORM
Name of Feepayer Ylro % �pYt�i- �p�ip
Address 3`0 LnC�uSFriaQ ��]} 5{-
Date-�� i-G5 Permit
Road Benefit and Collection Zone it
The impact fee calculated -herein has been determined based on the fee
schedule adopted in St. Lucie County Ordinance 85-10, effective February
1, 1986
IMPACT FEE CALCULATIONS
LAND USE FEE PER TOTAL
TYPE UNIT IMPACT FEE
G UNITS
# SQ FT (1000) (oFsF50
# PARKING SPACES
# STUDENTS
(x) a'74 = $ I , 9 19, sa
NOT19S
BP PR 603/3
MUST BE ATTACHED TO BUILDING PLANS
DATE
eA,u- Ok,�P
Co CL f ,L .c . \ o Tine
,L�, _ pa A ti.o-6- %A VI/L
c). _ cIr
/0 r�— CLA-A- v C9�QQ �uj-ks l
20A . l Lk3 n�-.t�.t.Jec c } Cn ec u P
V
6
THOMAS W. CAREY PROFESSIONAL ENGINEER -PLANNING
7 6 7 F I D D L E W O O D R O A D, VERO B E A C H, FLORI D A 3 2 9 6 3
STRUCTURAL,HYDRAULICS, INVESTIGATIONS,INSPECTIONS. W A T E R, SEWER
TO WHOM IT MAY CONCERN February 22,1995
St. Lucie County Building Department
Ft. Pierce, Florida 32960
Re: Structural Addendum-Fibermesh from Steel mesh
Sirs:
This is to represent,that the slab reinforcement will be
changed from 6x6-10/10 W.W.Mesh to Fibermesh (Plastic fiber)
mesh to develop the appropriate structural strength in the
slab. The use of Fibermesh for this purpose provides
slightly greater bending strength than the welded wire mesh
to the best of my knowledge.
Please let me know if you have any questions regarding this
matter.
Sin _rely
Thomas - Carey, PE
Florida 5574
Copy: File
Orin Cummings
i
9
0
9 289.5'
--------------------A--------------------------------------
-------------------
�
-------------------------------------------------------------------------
� r 1
160,EXISTING
/ 11
- PROPOSED BUILDING RETENTION
N
F.F.E.= 11.8 d AREA
PROPOSED
PROPOSED EXISTING \
BATHROOM
SEPTIC TANK IRRIGATION
WELL 1
f l0 ---
M
00
INLET
EXISTING PARKING
PROPOSED 9'x 37' ABSORPTION BED
331 SQUARE FEET
UNOBSTRUCTED AREA
-- 662 SQUARE FEET
f
EXISTING DRAINFlELD TO BE
Q ABANDONED PER 1OD-6,
1 FLORIDA ADMINISTRATIVE CODE
10• EXISTING HOSE
�MlN BIB AND END
LOF WATER LINE
--------------
i6 L-------------J `__J
FILE: 9403-2P2.DWG
EXISTNG DRAINFlELD
yo /
EXISTING BUILDING
F.F.E.= 11.8
�— EXISTING WATER LINE
---------------
cV
L J
289.5' EXISTING DRAINFlELD
EXISTING WATER ME
KLVIJIUNJ
4-3-94 EXISTING DRAINFlELD
CULPEPPER &
TERPENING,INC.
40' —�� 40' —
f
W
W
[n
H
c
ri
J
Q
f—
a
SCALE: 1"= 30'
BENCHMARK
CENTER OF ROAD
(PAINTED ORANGE "X")
ASSUMED ELEVATION 10.00
R Lude Cou* Heal�Po URN
Environmental Health
Boa Siie Plan A.pprDved E9r Construction
Supercedes All Prevldus Site Plans Fo
0. DSf Y -73 0
ate ie�r
CONSULTING ENGINEERS PLOT PLAN FOR ZEROLL
805 VIRDGIN AUAV., SUUIITE 15 3405 INDUSTRIAL 31 ST. STREET
FORT PIERCE, FLORIDA 34982
(407) 464-3537
9403-2P2.DWG 3-1-95 SHEET 1 OF 1