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FOUNDATION PLAN
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CODE COMPLIANCE
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EMBED. w/ STD. HEADED STUDS
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EMBED. w/ STD. HEADED STUI
FINISH GRADE
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12" x 16" CONC. PIER w/ (4)
#5 VERT. w/ STD. HOOKS
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(2) 3/4"dia. (A307 OR A36) x 15"
EMBED. w/ STD. HEADED STUDS
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EMBED. w/ STD. HEADED STUDS
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#5 HORZ.
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2'-6":
3E
#5 HORZ.
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(EA. WY.)
2'-6" SC
#5 HORZ.
3" @ 12" O.C. 3"
(EA. WY.)
2'-6" SC
#5 HORZ.
a7_ 12" O.C.
(EA. WY)
6'-0" SQ.
(2) #4 TIES IN TOP 5" OF
PIER w/ #4 TIES @ 12" O.C. ° iv
12" x 16" CONC. PIER w/ (4)
#5 VERT. w/ STD. HOOKS UNDER HORIZ. REINF. 3: w LU
CONC. SLAB ON A.B.C. m z
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CONC. SLAB
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EL. SLAB (0'-0")
---�--CONC. TURNDN. w/
12" CONT. #5 HORZ. @
T&B
NOTE:
1. PERIMETER FTG. IS TO BE MIN. OF DEPTH AS INDICATED
ABOVE, iUNLESS FROST DEPTH IS GREATER THAN VALUE
INDICATED.
IN THAT CASE THE PERIMETER TURNDOWN SHALL BE SET AT
THE FROST DEPTH ELEVATION.
2. REINF. AND FOOTINGS NOT SHOWN FOR CLARITY. GRADE
BEAM REINFORCING SHALL RUN THROUGH FOOTING.
5 PERIMETER TURNDOWN
N.T.S.
(2) #4 TIES IN TOP 5" OF
PIER w/ #4 TIES @ 12" O.C.
12" x 16" CONC. PIER w/ (4)
#5 VERT. w/ STD. HOOKS
UNDER HORIZ. REINF.
�CONC. SLAB ON A.B.C.
EL. SLAB (0--0")
N.T.S.
(2) #4 TIES IN TOP 5" OF
PIER w/ #4 TIES @ 12" O.C.
12" x 16" CONC. PIER w/ (4)
#5 VERT. w/ STD. HOOKS
UNDER HORIZ. REINF.
�CONIC. SLAB ON A.B.C.
EL. SLAB (0'-0")
(2) #4 T
PIER wJES IN TOP 5" OF
#4 TIES @ 12" O.C.
18" x 24" CONC. PIER w/ (8)
#5 VERT. w/ STD. HOOKS
UNDER HORIZ. REINF.
CONC. SLAB ON A.B.C.
/ I
EL. SLAB (0'-0")
GRADE
STEEL LINE
WALL PANEL
Fz'BASE ANGLE BY METAL
BLDG. MANUF.
USE 1/4"dia. x 2-1/2" EMBED.
HILTI 'HUS-EZ' ANCHOR AT 24" O.C.
(ICC-ESR #3027)
I/ FRAMED OPENING ANCHOR BOLTS
LESS THAN 20' WIDE-,
USE (2) 1/2"dia. x 3-1/4' EMBED.
HILTI KWIK BOLT TZ ANCHOR
ICC# ESR-1917
WALKDC
OR ANCHOR BOLTS
USE (2�)
1/2"dia. x 2" EMBED.
HILTI l(W
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CC# ESR-1917
ENDWALL ANCHOR BOLTS
USE (2) 5/8"dia. x 4" EMBED.
HILTI KWIK BOLT TZ ANCHOR
ICC# ESR-1917
E ANGLE ATTACHMENT 9
N.T.S.
----RETE SLAB
PLAN)
NOTE:
PLACE SLABS IN LONGITUDINAL STRIPS IN ALTERNATE BAYS FILLING
OPEN STRIPS ON ALTERNATE POURS.
CONTROL JOINT (C.J.) (OPTS
CONTINUOUS TOOL JOINT
OR ZIP STRIP OR SAW CUT
WITHIN 4 HRS. AT -4 CONCRETE SLAB
CONTRACTOR'S OPTION 6„ ; (SEE PLAN)
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N.T.S. N.T.S.
#5 HAIRPINS w/ 8'-0" LONG
LEGS, TYPICAL
N.T.S.
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(TYP.)
SIDE
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18" x 24" PIER
PIER
N.T.S.
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PIER =
N.T.S.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
FOUNDATION DETAIL NOTES
1. CONC. SLAB TO BE MIN. OF 4" ABOVE FINISHED
GRADE AND A MAX. OF 12" ABOVE FINISHED GRADE,
UNLESS OTHERWISE NOTED.
2. 6" x 6" - W2.9 x W2.9 W.W.F. OR 1.5 LBS.ND. OF
FIBERMESH IN SLAB.
3. ANCHOR BOLTS ARE PLACED ON DRAWINGS AS A
COURTESY, PLEASE REVIEW WITH METAL BUILDING
DRAWINGS.
4. PERIMETER IS TO BE A MIN. OF DEPTH AS INDICATED
ABOVE, UNLESS FROST DEPTH IS GREATER THAN
VALUE INDICATED, IN THAT CASE THE PERIMETER
TURNDOWN SHALL BE SET AT THE FROST DEPTH
ELEVATION.
5, PIERS ARE TO BE CENTERED ON ANCHOR BOLT
PATTERNS UNLESS OTHERWISE NOTED.
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CENTER -TO -CENTER SPAN
FACE OF PIERS = CLEAR SPAN
TENSION LAP
SPLICE - SEE
G.S.N., U.N.O.
FOOTING & PIER
INFORMATION
(SEE DETAILS)
NO LESS THAN 0.35
OF CLEAR SPAN
(TYP., U.N.O.)
CONTINUOUS GRADE BEAM
REINFORCEMENT
NO LESS THAN 0.35
OF CLEAR SPAN
(TYP., U.N.O.)
TYPICAL CONTINUOUS GRADE BEAM/TURNDOWN REINFORCEMENT SPLICING
3"
MIN.
#5 BAR CONT. (TOP & BOTTOM)
36"
#5 BAR - STD. HOOK F—
CONCRETE FOOTING
36"
#5 BAR - 36" 1
T"
MIN.
T-0" MIN.
LAP SPLICE (TYP.)
#5 BAR - 36" 36"
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#5 BAR CONT. (TOP & BOTTOM)
CONCRETE FOOTING
OCORNER BARS AT CONC. FTG
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RADIUS = 3d FOR BARS NOT
OVER #8; 4d FOR #9, #10 & #11
BARS; 5d FOR #14 AND #18 BARS.
5d FOR ALL GRADE 40 BARS
WITH 1800 HOOK,
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NOTE:
d DENOTES DIAMETER OF BAR
6d (4" IV'"'
1350 BEND
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6" MIN.
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BEND AROUND 1 1/2" PIN FOR #3 BAP{
BEND AROUND 2" PIN FOR #4 BAR
BEND AROUND 2 112" PIN FOR itF RAF"
COLUMN TIES
135' BEND
Y�� 4
BAR CLEAR
6d (4" MIN.)
BEAM RTIRRl1PS
4 TYP. CONC. REINF. BAR DET.
N.T.S.
FOR LOCATION OF PIPES
SEE CIVIL DRAWINGS
3 "
STEP FOOTINGS —
AS REQUIRED
AS REQUIRED J
FOR PIPING
ADJACENT TO FOOTING
N.T.S.
N.T.S.
CLASS'B' TENSION SPLICE LENGTH%
COMP. BARS
CONC. psi
fc = 2,500/3,000 psi
fc = 4,000 psi
fc = f=i,000 psi
fc = ALL
BAR LOCATION
REGULAR
TOP
REGULAR
TOP
REGULAR
TOP
STD
ENCLOSED
SPIRAL
SIZE PACIN
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13db
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LAP
w/
TIES
#3
16"
16"
21"
21"
16"
16"
18"
18"
16"
16"
16"
16"
12"
12"
#4
22"
22"
28"
28"
19"
19"
24"
24"
17"
17"
22"
22"
15"
12"
#5
27"
27"
35'
35"
23"
23"
30"
30"
21"
21"
27"
27"
19"
14"
#6
35"
32"
46"
42"
31"
28"
40"
36"
27"
25"
36"
33"
23"
17"
#7
48"
38"
63"
49"
42"
33"
54"
42"
37"
29"
48"
38"
26"
20"
#8
63"
43"
82"
56"
55"
37"
71"
48"
49"
33"
64"
43"
30"
23"
#9
80"
48"
104"
63"
69"
42"
90"
55"
62"
38"
81"
49"
34"
25"
#10
102"
58"
132"
76"
88"
50"
114"
65"
79"
45"
102"
59"'
38"
29"
#11
125"
71"
162"
93"
108"
62"
140"
80"
97"
55"
126"
72"
42"
32"
NOTE:
1. TOP BARS AND ANY HORIZONTAL BARS ARE TO BE PLACED SO THAT MORE THAN
12" OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCEMENT.
2, UNLESS NOTED OTHERWISE. LAP SPLICES IN CONCRETE BEAMS, SLABS, WALLS
AND FOOTINGS SHALL BE CLASS'B' TENSION LAP SPLICES & LAP SPLICES IN
CONCRETE COLUMNS SHALL BE COMPRESSION LAP SPLICES.
3. CONTACT STRUCTURAL ENGINEER IF CENTER TO CENTER SPACING OF
REINFORCEMENT IS LESS THAN OR EQUAL TO 5 BAR DIAMETERS (sBdb).
REINFORCE. LAP SPLICE
N.T.S.
PAYLOAD CAPACITY:
VEHICLE WEIGHT:
AXLE (SINGULAR OR DUAL WHEEL)
WHEEL SPACING "WS":
DUAL WHEEL SPACING Sd:
WHEEL (SOLID OR PNEUMATIC):
WHEEL'S TIRE WIDTH:
WHEEL CONTACT AREA:
UNIFORM LOADS WITH AISLE:
UNIFORM LOAD WEIGHT:
AISLE WIDTH.
LOCATION:
RACK & POST LOADS:
TOTAL LOAD ON A SECTION OF RACK
POST LOAD:
BASE PLATE S"
POST SPACING X=
Y=
Z=
ADDITIONAL COLUMN LOADS
TOTAL DESIGN LOAD @ COLUMN BASE:
BASE PLATE SIZE:
LOCATION:
SPECIAL OR UNUSUAL LOADS:
NONE
LBS.
LBS.
IN.
IN.
IN.
SQ. IN.
NONE
P.S.F.
FT.
NONE
LBS.
LBS,
SQ. IN
IN,
IN.
IN.
NOISE
LBS.
SQ. IN.
NONE
1 LOADED AXLE
1 J LOADED AXLE
\'
OF EA. WHEEL
>
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N.T.S.
POST BASE PLATE
IT IS ABSOLUTELY NECESSARY THAT FLOOR DESIGNER BE SUPPLIED WITH ACCURATE
INFORMATION CONCERNING ANY APPLIED LOADS. NO DESIGN CCINSIDERATIONS WILL BE
PROVIDED FOR SLABS WITHOUT ONE OF THE LISTED ITEMS ABO\/E. A MINIMUM SLAB THICKNESS
WILL BE PROVIDED WITH AN AGGREGATE BASE COARSE MATERIA,L. IT IS THE CONTRACTORS
RESPONSIBIL;TY TO EMPLOY A SOILS ENGINEER IF SUBSTANDARD SOILS ARE ENCOUNTERED
ON THE PROJECT.
6 SLAB LOADING SCHEDULE
N.T.S.
GENERAL STRUCTURAL NOTES
(FOUNDATION ONLY)
APPLY UNLESS NOTED OTHERWISE ON STRUCTURAL DRAWINGS
CODE: Comply with 2017 FLORIDA BUILDING CODE
SOIL REPORT BY: N/A
FOUNDATIONS:
Footings shall bear on firm undisturbed soil V-6" below natural or finish grade, whichever is lower.
Allowable soil bearing 1500 p.s.f. Design soil pressure is per IBC Table 1804.2 for Class 5 soils.
Excavations for foundations shall be inspected by a Soil Engineer to verify assumed allowable soil
bearing and low settlement and swell potential, and to make any additional recommendations.
EARTHWORK:
Remove upper six inches or more containing roots, grass, and organic material and dispose off
the site. Excavate and stockpile. Scarify the compact exposed subgrade for a depth of 12 inches.
Bring up fill using stockpiled material and/or approved material with low Plasticity in 8 inch
maximum thick layers, compacting each layer to 95 percent of ASTM D-698. Excavation and
compaction of fill shall extend minimum of 10 feet beyond the building lines. The earthwork shall
be done under supervision of a Soil Engineer retained by the Contractor, who shall verify above
specifications for the support of slab on grade and for the control of soil swelling. The excavation
shall remove all swellable soil as directed by the Soil Engineer.
VAPOR BARRIER:
A Soil Engineer should be consulted to verify the requirements of a vapor barrier under the
concrete slab.
INSULATION:
Rigid board insulations may be required to provide insulating properties for the slab on this
foundation design. Please consult a thermal engineer for requirements of type, thickness and
thermal insulation properties of the insulation barrier for this particular foundation location. Once
this has been determined you can forward this information to our office for a structural review of
the particular rigid board insulation to be used.
CONCRETE:
Shall meet all the requirements of ACI 301-10 with Type II cement. Minimum 28 day strength
2,500 p.s.i. used for design, use 3000 p.S.i.. concrete for quality.
No admixtures without approval. Admixtures containing chlorides shall not be used. Concrete
shall not be in contact with aluminum. Fly ash shall not be used. Mechanically vibrate all concrete
when placed, except that slabs on grade need be vibrated only around embedded items. Slump 4
inches for slabs not on grade and 5 inches for other concrete. Do not tamp slabs. Use roller bug,
vibrating screed or bull float to finish. Do not add water to concrete at site.
All reinforcing, including dowels and anchor bolts, shall be securely tied in location before placing
concrete or grout. Dowels will not be allowed to be "stabbed" in. All concrete which during the life
of the structure will be subjected to freezing temperatures while wet, shall have a water cement
ratio not exceeding 0.53 by weight and shall contain entrained air as per ACI 301. Such concrete
shall include exterior slabs, perimeter foundations, exterior curbs and gutters, etc.
REINFORCING:
ASTM A-615 Grade 60 except as follows:
#2 bars ................................... Grade 40
All weldable rebar................... A-706
All reinforcing bars deformed except #2 bars and wire mesh. Latest ACI Code and Detailing
Manual apply. Clear concrete coverages to any reinforcing including ties are as follows:
Concrete placed against rough earth........"
' Slabs and joists not exposed to weather...,; 1„
*All other .................................... 1 ''/2'
LAP SPLICES IN CONCRETE:
Unless noted otherwise, provide the following lap splices:
#3, 16"; #4, 22"; #5, 27"; #6, 35"; #7, 48"; #&8, 63"; #9, 80"; #10, 102"; #11, 125". Minimum clear
cover for spliced reinforcing is greater than one bar diameter, and minimum clear spacing is
greater than two bar diameters. Splice bottc)m bar over supports and top bar at midspan only.
Where bars are shown spliced, they may run continuous at Contractor's option. Place rebar per
CRSI Manual. Rebar spacings given are mflximum on center whether stated as "o.c." or not, and
all rebar is continuous whether stated as "cent." or not. Provide bent corner rebar to match and
lap with horizontal rebars at corners and intersection of walls, beams, bond beams and footings
per ACI Manual. Dowel all vertical rebar to foundations. Securely tie all rebar, including dowels, in
location before placing concrete or grout. Where reinforcing is shown continuous thru construction
joints, Lenton Form Savers dowel bar splica devices as manufactured by ERICO Products, Inc.
(or equivalent) may be used. Sizes and types shall be selected to develop the full tension
strength of the bar per ICC Research report,
STRUCTURAL STEEL:
Bolts and plain anchors ASTM A-307. All expansion bolts to have current ICC approval.
SUPPLEMENTARY NOTES:
Provide all temporary bracing, shoring, guying or other means to avoid excessive stresses and to
hold structural elements in place during construction. Any members required to support
equipment from the framing shown shall be designed and provided by the equipment Contractor.
Options and approved substitutions are for Contractor's convenience. He shall be responsible for
all changes and additional costs necessary and he shall coordinate all details. Any engineering
design provided by others and submitted for review shall be by an insured Structural Engineer
with continuous five years of experience in the type of design submitted. Unless noted otherwise,
details on Structural Drawings are typical as indicated by cuts, references, or titles. In case of
conflicts, more costly requirements govern for bidding. Submit clarification request prior to
proceeding with work. Verify all dimensions with Architectural Drawings. Contractor shall establish
and verify in field all existing conditions affecting new construction. Contact Architect immediately
if existing conditions are not as depicted in drawings. All construction meeting or crossing
expansion or shrinkage control joints in framed floors must have provisions to accommodate the
movement or must be delayed until the joint is closed.
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
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-♦ cm
cm
C9
N G r