HomeMy WebLinkAboutBUILDING SITE PLANS3/16" x 1" Saw Cut
4" Fibermix �Iab Joint. Cut as soon as
on Grade �I. `possible after Troweling
'l\ / Fill Joint with Liquid Sealer
Soil shall be Clean Granular
Fill Compacted to 95% Dry
Density
Typ. Saw Cut Joint
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See Civil
Drawings
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(2) Layers 6"
10/10 WWM
F-6"
Bolt Diameter,
Projection, and
Location per Shop
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Anchor Bolt Placement
per Shop Drawings
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48" x 48"3000# Cone. -
Footing with (1) #6 Rebar
6"o.c. Eadt Way
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24" x 24" 3000# Cont.
Cone. Mono. Footing with
(2) #6 rebars cont.
Pro] ect Data
Project Name: Justin Beebe
Street Address: T.B.D.
City: Ft. Pierce
County: St. Lucie
State: Florida
Scope of Work
Foundation & Footing Plan
to Support a Pre Fab. Metal
Building. Shop Drawings by
Others
Building Code
6th Edition Florida Building Code
Area Tabulation
Buildable Area: 1575 s.f.
A
Design Loads
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: H
Wind Exposure: C
Internal Pressure Coefficent:.18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
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Foundation & Footing Plan
scale: 1/4" = 1'-0"
FORMWORK & SHORING
No structural concrete shall be stripped until it has reached at least
809/6 of the 28 day design strength.
Design, Erection, & Removal of all formwork, shores, & reshores shall
meet the ACI Standards 347 and 301
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
approval prior to pouring concrete.
SOEL STATEMENT:
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
compaction.
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
immediately report it to the owner and the Architect or Engineer
so as to order a soil boring test.
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
GENERAL FOUNDATION NOTES
Concrete shall he Fibermix, with a minimum of 4" thick over clean,
compacted termite treated fill and 6 mil polyethylene vapor barrier.
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
All 90% hooks are to be extended 10" minimum beyond the turn.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
bond beams. Hooks may be rotated horizonitally if required to
achieve minimum coverages.
Rebar overlap shall be 48 bar diameters. 30" for #5 rebar
The foundation design assumes that the soil has a minimum
load carrying capacity of 2000 p.s.f.
In the event the soil bearing capacity falls below 2000 p.s.f. This
foundation plan may be superceded by Foundation Design Engineer.
Satisfactory compaction test of fill does not verify lower soils are
adequate.
All specification and dimensions to be verified by contractor.
All exterior slabs shall slope a minimum 1/8" per foot for drainage
STRUCTURAL NOTES:
All reinforcing steel shall be high strength billet steel and shall
conform to ASTM A-615 grade 60 specifications. Lap continuous
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
bottom steel over supports and top steel at midspan. Hook
discontinuous ends of all top bars. Reinforcing steel shall have
a minimum of 1" concrete cover, or as follows:
BOTTOM TOP SIDES
Beams: 11/2" 11/2" 11/2"
Slab on Grade: 11/2" 1" — —. ---- -__ _--
Structural Poured: 3/4" 3/4" _
Poured Walls: _ _ 3/4'
Slabs exposed
to the weather 3/4" 1"
Reinforcing steel shall be detailed and fabricated in accordance
with the "Manual of Standard Practice of Detailing Reinforcing
Concrete Structures" and the current "ACI Building Code 318'
All structural steel shall conform to current ASTM Specification A-36
All wood in contact with masonry shall be pressure treated or approved
seperating material.
All dimensions shall be verified in field by the contractor. If there are
any discrepancies the Architect or Engineer shall be notified before
proceeding.
No slump over 5" shall be permitted for any structural concrete without
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
American Concrete Institute (ACI). and the American Institute of Steel
Construction (AISC), The Florida Building Code and all applicable
local codes.
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
Column Footing and Wall Footing: 3000 p.s.i.
All other concrete: 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s.f. All footings shall bear in virgin soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
General contractor is responsible for all labor, materials, utilities, testing,
waste removal, storage, securing of site, accomodation, transport/freight,
and all other cost related to the completion of this project., unless explicitly
identified here.
Owner is responsible for all municipal related, charges such as impact
fees, and water connection, except building permit fees, which are to be
included in the construction bid.
General contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. If such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the contractors method or means of
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
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St. Lucie County
date revision
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1/23/19 Plan Review
Comments
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drawn
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date
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scale
as noted
job number
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sheet
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SITE PLAN
LOCATED IN SECTION 5, TOWNSHIP 35 SOUTH, RANGE 39 EAST
SAINT LUCIE COUNTY, FLORIDA SITE
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PRM LS 1192
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LEGEND & ABBREVIATIONS
A
ARC LENGTH
A/C
AIR CONDITIONER
BM
BENCHMARK
C
CALCULATED FROM FIELD MEASUREMENTS
C/L
CENTERLINE
CM
CONCRETE MONUMENT
CONC
CONCRETE
DEG OR
DEGREE
ELEV
ELEVATION
FFE
FINISHED FLOOR ELEVATION
FND
FOUND
ID
IDENTIFICATION NUMBER
IP
IRON PIPE
IR
IRON ROD
IRC
IRON ROD & CAP
LB
LICENSED BUSINESS
LS
LICENSED SURVEYOR
M
MEASURED DATA
MON
MONUMENT
N&C
NAIL AND CAP
NAVD
NORTH AMERICAN VERTICAL DATUM
NGVD
NATIONAL GEODETIC VERTICAL DATUM
NO OR #
NUMBER
NTS
NOT TO SCALE
OHP
OVERHEAD UTILITIES
ORB
OFFICIAL RECORDS BOOK
P
PLAT DATA
PG(S)
PAGE(S)
PLS
PROFESSIONAL LAND SURVEYOR
POB
POINT OF BEGINNING
POC
POINT OF COMMENCEMENT
PRM
PERMANENT REFERENCE MONUMENT
PSM
PROFESSIONAL SURVEYOR AND MAPPER
R
RADIUS
RLS
REGISTERED LAND SURVEYOR
R/W
RIGHT-OF-WAY
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LEGAL DESCRIPTION Q W
LOT 4, BLOCK B, COUNTRY LIVING ESTATES, UNIT 1, AS PER °
THE PLAT THEREOF, RECORDED IN PLAT BOOK 18, PAGES 13 Iw
0 THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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GENERAL NOTES N
1. THE BEARINGS SHOWN HEREON ARE BASED UPON THE A
CENTERLINE OF CODY LANE, AS RECORDED IN PLAT BOOK 18,
PAIL 13, PUBLIC RECORDS, ST. LUCIE COUNTY, FLORIDA, HAVING
A SEARING OF S00'40'20"E.
2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY
IS 'N ZONE "X", ACCORDING TO THE FLOOD INSURANCE RATE MAP, <w�3
COMMUNITY PANEL NO. 12111 C 0155 J, EFFECTIVE DATE Q wN>3
FEERUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE Ci J F-w_
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DETRMINED BY AN ELEVATION CERTIFICATE. Z <Woa
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3. ALL ABOVE GROUND FIXED IMPROVEMENTS, IF ANY, HAVE Z w wwioa�
BEEN LOCATED AND SHOWN HEREON. O "Nmw
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4. THE SURVEYOR HAS NO KNOWLEDGE OF UNDERGROUND Z W V o'ZOim'
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FOUNDATIONS WHICH MAY OCCUPY LANDS OF OTHERS. O m O W tr'r
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5. UNDERGROUND UTILITIES AND UTILITY SERVICES HAVE NOT ' � �FZQ
BEEI4 LOCATED ON THIS SURVEY, EXCEPT AS SHOWN. V
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6. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS �, F` O a wwowm
OFFICE FOR RIGHTS -OF -WAY, EASEMENTS OF RECORD, = wwF:o
OWNERSHIP, ABANDONMENTS DEED RESTRICTIONS OR MURPHY ACT W
DEEDS. (� Z } D_ o---zo
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7. REPRODUCTIONS OF THIS MAP ARE NOT VALID WITHOUT THE IJL� Zoo
SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED Q w'msN
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SURVEYOR & MAPPER. W 00N'.
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8. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY W oa�m
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITEDz.00�
SCANNED <�>, WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. BY J ('wQ�
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9. INFORMATION SHOWN HEREON IS BASED ON DEED AND FIELD Lticle C-r, lln"` y <0-
MEASURED DATA, ALL MEASUREMENTS ARE IN ACCORDANCE WITH
UNITED STATES STANDARD, IN FEET AND DECIMALS THEREOF.
10. THE LAST DATE OF FIELD WORK WAS JUNE 18, 2018. DRAWN BY; CA
11. ELEVATIONS SHOWN HEREON ARE IN FEET AND BASED UPON CHECKED BY, CA
NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988. BASE DATE, JUNE 19, 2018
BENCHMARK BEING NGS "C-25-9" WITH AN ELEVATION OF 22.57'
NAVD OF 1988. HORIZONTAL SCALE,
12. THE EXPECTED USE OF THE SURVEY AND MAP IS
RESIDENTIAL.
NOT VALID WITHOUT THE SIGNATURE
AND ORIGINAL RAISED SEAL OF A
FLORIDA LICENSED SURVEYOR &
GLOBAL POSITIONING SYSTEM (GPS) NOTES MAPPER.
1. REAL TIME KINEMATIC (RTK) METHOD WAS UTILIZED USING A TWO
(2) DUAL FREQUENCY TOPCON HYPER GA II SYSTEM. SEAL
2. TYPICALLY, A BASE RECEIVER IS SET UP ON AN ESTABLISHED
CONTROL STATION WHILE A ROVING RECEIVER LOCATES EXISTING
MONUMENTS, IMPROVEMENTS AND CONTROL ON THE PROJECT. HARLES ARNOLD
3. GPS SURVEY MEASUREMENTS WERE PROCESSED AND ADJUSTED PROFESSIONAL SURVEYOR &MAPPER
FLORIDA LICENSE N0. 4971
USING CARLSON SURVEY 2008.
4. THE HORIZONTAL TARGET ACCURACY FOR THIS SURVEY EXCEEDS PRINTED DATE
MINIMUM STANDARDS OF PRACTICE PER FLORIDA ADMINISTRATIVE CODE SHEET 1 OF 1
(F.A.C.) 5J-17-051.
PROJECT N0. 18-531