HomeMy WebLinkAboutRevision; Floor PlanOFFICE USE ONLY:
)ATE FILED:
LEVISION FEE:
PERMIT # � I " -L
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVJSIONS- ! ° i g NPO �04.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CC-C C 5 .A � ST. LUCIE CO CERT. #:
BUSINESS NAME: —FE ' �i5 b + t t LAD L- 61 J
QUALIFIERS NAME:
ADDRESS:
CITY: ' i,- ,.� , C; i — STATE: . ZIP: � �lU
PHONE (DAYTIME): i 7) 2L,- tj- �f,396 FAX:
OWNER/BUILDER INFORMATION:
NAME: f, tj
ADDRESS: "O Z
CITY: `( NL �T, QA
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
FAX:
ZIP: ' `` =�'/,N
NAME:3'�-if,L `fig �ICtiaf"' j;,>ita�rtf
ADDRESS:
CITY: P OC _ S - STATE: 4t ZIP: -
PHONE (DAYTIME):1, 371 (i FAX:
IVASSLCCC: 9123109 Re
Revised 06130/17
iFle Copy
16 "
C
18'-0"
16 "
59'-3 "
1T-11"
16 "
------------------------------ I I I
KRI ,moo --
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 Building Department
and the building permit has been issued.
18'-0"
1" rA0 1 1v1 H—o 10 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: 1 1/2" 1 1/2" 1 1 /2"
Slab on Grade: 1 112 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.
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 Wail Footing: 3000 p.s.i.
Column and walls from foundation to roof., see column schedule.
All other concrete: 3000 p.s.i.
Footing sizes and reinforcing are based on allowable soil bearing
capacity of 2000 p.s.i. 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.
16 "
Scope of Work
New CBS Columns and Lintels
with stucco finish around the
Proposed pool and deck
Building Code
2020 Florida Building Code: Residential
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: One
Cast Crete Lintel Schedule
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
Flame Spread Index & Smoke Developed Index
Wall Finishes: Not greater than 200
Design Loads
Wind Speed: 160 MPH
Wind Importance Factor: 1.0
Building Category: II
Wind Exposure: B
Structure Designed: Open
Soil bearing capacity: 2000 p.s.f.
All Rebar to be #5 Grade 60 min.
MARK LENGTH OF ALLOWABLE APPLIED
LINTEL GRAVITY LOAD GRAVITY LOAD ALLOWABLE APPLIED BEAM SPECS.
UPLIFT LOAD UPLIFT LOAD
L-1 16'-2"" 950 250
404 150 8F16-1B/1T
L-2 14,_2„ 1370 250
519 150 8F16-1B/1T
L-3 19'-3"" 750 250 347 150 8F16-1B/1T
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20% if bearing length is less than
6 1 /2-.
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530,
#5 rebar at top
req'd.
a
inanity of #5 rebar
at bottom of lintel
F= filled grout cavity
r co = nominal
\ width
Lo
C.M.
grout
L' z 8F16-1 B/1 T
T �
inforced
astcrete
itel
7 bar at bottom nominal I quanity of #5
avity heigth rebar at top
8" Nominal
Lintel Type Designation
beam and extend 30"for ` V Lap 5"
lap with new perimeter
steel
drill & epoxy #5
rebar, 5" into new
& existing solid pour
cell at 24"c.c, max.
Conc.
Footing
drill & epoxy each #5 L 30" Lap 5"
rebar, 5"into existing
—/
ftng. and extend 30"for
lap with new ftng. steel new addition existi
MASONRY TO MASONRY CONNECTION
AT EXTERIOR WALLS, BOND BEAM & FOOTING
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
applied in accordance with ASTM 0-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical cell reinforcing and
grout.
Composite U Lintel Materials
I. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Rebar per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
10'-8„ +/- _ T.O.B.
See Lintel
I I
I)
Schedule
I)
•I II
8x 16x8
One Course Bond Beam
CMU Column
over Lintel with (1) #5 Rebar II
Beyond
each course filled with grout II
II
I I
Two Coat
#5 vert. rebar in II
Stucco Finish over
grout filled cell II
Concrete Block.
See Floor Plan II
for Locations
I)
II
II
#5 Vert. Rebar with
I I
10" Hook and 30""
I)
Lap. Tie to Vert.
II
I)
Rebar In Cells
II
F-3 mono. Footing ll
Beyond
j�
I)
Future Pool Deck
III
Grade j II
I
0.00' -�---- d'
F-1 j
I
C.0 II
L
2'-8- Square
Typical Section
Scale: 3/4'" = 1'-0„ REVIEWED FOR
"ODE COMPLIANCE
S ' a CIE COUNTY
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date
11/8/21
scale
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job number
20060
sheet
A-1
Foundation &Footing Plan
Scale: 1/4" = V-0"
corner bars at beam
(outside only) (2) corner
bars at footing (min.) —
vert. dowel lapped with
wall reinforcing, all
laps 30" (min.) in grout
filled cell
all corner bars to be the
same size, number, and
spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
Rear Elevation
Scale: 1/4" = V-0"
•W
EXISTING RESIDENCE
New Beams
& Columns
NUM
Right Elevation
Scale: 1/4" = V-0"
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date
11/8/21
scale
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job number
20060
sheet
A-2
FJEVISION-