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(2) #4
6" CONCRETE
(F.L. PERIMETER)
BLOCK WALL
#4 ®I6" x 4'-O"
BEAM REINF.,
q0 ° HOOK
< I SEE SCHED.
TYP. ENTIRE
I ° -
PERIMETER
SLAB REINF., ii
° d
I d
SEE PLAN.
N
6" GONG. SLAB
a
(EXCEPT GARAGE)
_
STIRRUPS, SEE 5GHED.
PILE 00WEL5, SEE
SCHEDULE.
14" AUGERCA5T
PILING
O GB -
SLAB REINF., SEE
BEAM REINF., SEE
6" CONC. SLAB
7E
gl
AM,
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SSEE PLAN.DE
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ad
14" AUGERGAST PILING
PILE DOWEL5, SEE
1
5GHEDULE.
Ibii
OOB-3
#4 ®I6" x 4'-O"
q0 ° HOOK
TYP. ENTIRE
PERIMETER
SLAB REINF., °
5EE PLAN.
9
7" CONCRETE SLAB
BEAM REINF. SEE,
_
SCHEDULE
PILE DOWELS, 5EE
5GHEDULE.
14" AUCERGAST
6" 6"
PILING
O GB-5
50" MIN.
30" MIN.
z
BEAM STL.-
m ADD #5 q0°
SEE SGHED
CORNER BARS
ALL BEAM 5TL.
LOCATIONS
BEAM TO GRADE BEAM
(�4ENDINORADE
DIAGRAM (TYP.)
I I I
I
(1) - r VERTICAL
FULL DEPTH OF PILE
rill,
EXIST. GRADE
F- i
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(5) - #5
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VERTICAL W/
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SEE 501 L5 REPORT
14"
B.O. PILE
TYPICAL
AUGER PILE
PLAN.
ACHED.
PULE
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NOTE A:
6" CONCRETE SLAB W/#4
a 12" O.G. E.W. BOTTOM
NOTE 5:
T CONCRETE SLAB W/#5
® 12" O.G. E.W. BOTTOM
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PILE /SLAB &GRADE
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BEAM PLAN
\ SEE PLAN FOR ACTUAL
1�OOK 5TA,IREINFANTO 5EE NO. $ DIM. OF RISERS
6'x12" GONG. BEAM W/ ARCH AND TREADS
2_� I d I #3 NOSING
I °I 6" THICK CONCRETE STAIR
I ° I SLAB W/ #5 BARS ® 12" 0/0
I: - it, \ BTM 8 #4 TEMP a 12" O/G.
SLAB REINF. 41
SEE PLAN. #3 NOSING
6" GONG. SLAB 4 F-
U
BEAM °1
GRADE I /Ir 15EE 5CHED. ° LU1° d l LWl w
I I
14" AUGERGA5T PILIN
PILE DOWELS, 5EE 1 16,
SCHEDULE.
16"
BEAM
REINF., SEE
O56-6 FRONT STEPS SGHED.
COLUMN SCHEDULE
MARK
SIZE TYPE
DESCRIPTION
6x6
GONG. BLK. WI FULLY GROUTED CELL W/145 VERT. EA. CELL
C-I
BLOCK
®6'-0" O/G MAX. OR AS LOCATED ON PLANS
6x16
C-2
BLOCK
GONG. BLOCK W/2 FULLY GROUTED CELLS W/145 VERT. EA. CELL
6x12
RI NKER T3217 OR EQUAL
C-3
BLOCK
GONG. "0" BLK. FULLY GROUTED W/245 VERT.
6x16
C-4
BLOCK
GONG. BLOCK W/2 FULLY GROUTED GELL5 W/1-#6 VERT. EA. CELL
6x16
GONG. BLOCK W/2 FULLY &ROUTED CELLS W/246 VERT. EA. CELL
C-5
BLOCK
(2) BARS EACH FACE
6x16
GONG. BLOCK W/2 FULLY GROUTED CELLS W/247 VERT. EA. CELL
BLOCK
(2) BARS EACH FACE
6x12
RI NKER T32q OR EQUAL
G-7
BLOCK
GONG. "0" BLK. FULLY &ROUTED W/4-#7 VERT. (2) BAR5 EACH FACE
6x6
GONG. BLOCK FULLY GROUTED CELLS W/2-#7 VERT. EA. CELL
G-8
BLOCK
(1) BARS EACH FACE
6x16
C-q
BLOCK
GONG. BLOCK W/2 FULLY &ROUTED CELLS WI-#7 VERT. EA. CELL
6x16
GONG. BLOCK W/2 FULLY GROUTED GELL5 W/247 VERT. EA. CELL
C-10
BLOCK
(2) BAR5 EACH FACE
6x16
C-II
GONG.
4-#6 VERT. W#3 TIES ® 6" O/C
6x16x10
G-12
IRREG. GONG.
6-#7 VERT. W/#3 TIES ® 6" O/C 5EE DETAIL ON SHEET A-1
6x22x36
C-13
IRRE6. CONC.
I6-#7 VERT. W/#3 TIE5 ® 6" O/C 5EE DETAIL ON SHEET A -I
6x2Ox20
G-14
IRREG. GONG.
5-#7 VERT. W/ #3 TIES ® 6" O/G ON SHEET A -I
#5 TOP STEEL
OVER INTERIOR
GRADE BEAM
(SEE PLAN)
SLAB REINF.,-
5EE PLAN.
6" GONG. 5LAB ° a d ° d
STIRRUPS, SEE SGHED. al
BEAM REINF., SEE 3CHEZ7
PILE DOWELS, 5EE
SCHEDULE.
14" AUGERGA5T 6 5"
PILING
O OB-2
PILING NOTES:
NOTE: BUILDING SHALL
HAVE PRE -CONSTRUCTION
TREATMENT PROTECTION
AGAINST SUBTERRANEAN
TERMITES PER FBG 1816.1.7
RE I NFORGEMENT LEGEND:
A) #4 X 4'-0" LG. TOP BARS a 15" 0/0 W/
AGI 5TD. HOOKS a ENTIRE PERIM. (TYP)
B) (2) #4 F.L. TOP, TYP. ® ALL GB'S.
G) #4 X 6'-6" L 7. TOP BARS ® 12" O/G
TEXT A:
PROVIDE 5" FILLED LINTEL
W/(I)#5 GONT OVER VENT
OPENING.
TEXT B:
2x5 FULL DEPTH BLOCKING
W/(2)Ibd TOE NAILS E.E.
1 1/2" BLOCK OR
FRAME WALL RECESS
6 GONG. SLAB ONLY WHERE NEEDED.
VARIE (5EE PLAN)
-_ °I SLAB REINF.,
5EE PLAN.
"Z" ARS TO ATGH PILE DOWEL5, SEE
5LAB 5TL. L P SCHEDULE.
3 -O MIN.
BEAM REINF., 16 14" AU&ERCA5T
SEE 5GHED. PILING
O GB-4
I. PILINGS TO BE 14" DIAMETER BY 55-0" MIN. LENGTH OR REFUSAL
DESIGN CAPACITY - 35 TONS. ALL SHALL BE IN ACCORDANCE WITH A.G.I. 543-00.
REINFORCING = (1) r x FULL DEPTH CENTER W/ (5) #5 VERT. GAGE d #4 TIES a 12" 0/0 AS NOTED IN DETAIL
EXTEND 15" ABOVE T.O.P. ELEVATION. T.O.P. ELEVATIONS ARE EXPRE55ED + OR - FROM FIN15HED FLOOR
DATUM O'-O"
2. AUGERGAST PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO THE
GROUND TO A PREDETERMINED PILE DEPTH. HIGH 5TRENGTH GROUT SHALL BE PUMPED WITH SUFFICIENT
PRESSURE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE COLLAPSE AND TO CAUSE THE
LATERAL PENETRATION OF THE GROUT INTO SOFT OR POROUS ZONES OF THE 5URROUNDING 501L.
A HEAD OF AT LEAST SEVERAL FEET OF GROUT ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND
THE PERIMETER OF THE AUGER FLIGHTING AT ALL TIMES DURING THE RAISING OF THE AUGER 50 THAT THE
HIGH-5TRENGTH GROUT HAS A 015PLAGIN67 ACTION REMOVING ANY L005E MATERIAL FROM THE HOLE. TH15
METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDANT ON WHETHER THE HOLE IS
SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER.
3. AUGER GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P51 AT 26 DAYS. SEE
CONCRETE NOTES FOR ALL OTHER CONCRETE.
GRADE BEAM/SLAB NOTES:
v v v v v v v v v TN
SMARTVENT HYDRO CALCULATION:
161.40 5.F OF AREA TO BE HYDRO VENTED
USE (4) SMART VENTS A5 NOTED LOCATIONS PLAN BELOWTO ADEQUATELY VENT THE AREA
BELOW FLOOD PER FBG 2020
I SMART VENT ALLOWS 200.0 S.F. OF AREA\1i
14
0 /
r, 12 /
/ I
N G3
cn II O'-O" FIN. WD FLOOR HT.
(-I.o .A.V.D.)
TEXT
E�
II
O SMART VEN
t-
<r A G II I
� II
CONTRACTOR TO
GROUT ALL COURSES G7
SOLID FROM ONE
COURSE A VE G�
LEDGER TO G DE
�O
= J LL
-�WQ
N77,
S
mho
G13�
I
5'-4"
-
II
z II
II
0
N
-1
-
�
A
GROUTED INTEL
t-
Cr
i6
MART VENT
TEXT A
TYP
m
in
N
G2
G2
32,,WID�
ACC. DRS1
A WDRS.
G l o TEx
21 I
---
PROVIDE 24" W x 6" H
OPENING IN GMU WALL
N SLAB
ALLOW ACCEESS TO
BELOW DOOR WAY
CONTRACTOR TO
GROUT ALL COURSES
SOLID FROM ONE
COURSE ABOVE
LEDGER TO GRADE
BEAM
2'-O" '
II
I
II
II
TEXT B
I
II
I
II
-
-
zd p
d1Q(Zr�QII
-
1 j
w v
II
II
6'-6"
11
MART VENT
O
m
G2 X A
G2
G4
o
= O
G2
00CQIi.00 ��
G2 G2 /
-O" \ ALL SETBACKS WERE PRE / APPROVED THROUGH THE 5T. LUCIE
_8 ® COUNTY ZONING DEPARTMENT
I. FLOOR SLAB THICKNE55 4 REINF. TO BE PER PILING G.G. TO VERIFY ALL FOUNDATION
PLAN ON b MIL V15OUEEN (OR EQUAL) ON GLEAN \6'-O"x I6'-O/ / ®��
WELL COMPACTED FILL PRE TREATED FOR TERMITES.
/ DIMENSIONS AND FINISH FLOOR
2. ALL REINFORCING STEEL TO BE GHEIGHT WITH SURVEY INFO BEFORERADE 60. \ / / / CONSTRUCTION
3. GRADE BEAM AND PILING DESIGN BASED ON GEOTECHNICAL REPORT PROVIDED BY A FLORIDA 6'-011x W-O" 5LAB:
RE615TERED C EGHNIGAL ENGINEER. ALL 51TE PREPARATIONS 4 DRAINAGE RECOMMENDATIONS / POURED CONCRETE SLAB OVER (5EE
MADE IN THE SITE SPECIFIC GEOTEGHNIGAL REPORT MUST BE STRICTLY ADHERED TO. SLAB SPECS) OVER APPROVED
1ST F L O F Ri� I N G G C E P LAC E-M E N T PLAN VAPOR BARRIER AND WELL
4. AFTER STANDARD GLEANING AND GRUBBING HAS BEEN COMPLETED AND APPROVED, APPLY / COMPACTED (TO q5 %) GLEAN AND
VIBRATORY COMPACTOR WITH A MINIMUM OF FOUR PASSES TO THE EXISTING GROUND. / TERMITE TREATED SAND FILL.
5. 5LA55 SHALL NOT BE LOADED UNTIL 12 HOURS HAS ELAPSED.
b. SPLICES SHALL BE 45 BAR DIAMETERS AND CONTINUOUS AROUND ALL CORNERS AND CHANGES IN / NOTE TO BUILDER:
DIRECTION. CORNER BARS SHALL BE 46 BAR DIAMETERS EACH. WAY. \ / VERIFY ALL DIMENSIONS AND ANGLES
TYP
SMART VEN1
f
E T A G�
G
" 4'-4-
'I
6' 4" -
1
z m
/ SHOWN WITH 51TE SURVEY
7. CONCRETE FOR GRADE BEAM AND 5LA55 SHALL BE 3000 PSI MIN. INFORMATION BEFORE CONSTRUCTION
MAXIMUM WATER/CEMENT RATIO MUST NOT EXCEED 0.55. /
6. SCHEDULED HOOPS AND STIRRUPS SHALL BE PLACED AT EACH END (E.E) OF BEAM OR THROUGHOUT
(T.O.) BEAM AS INDICATED ON BEAM SCHEDULE. STIRRUPS SHALL BE TYPE 5-6 AND HOOPS SHALL BE
TYPE T-2 TYPICAL GRSI BAR BENDS UNLESS OTHERWISE NOTED. 6" C. SLAB
q. ALL GRADE BEAM (MARK "GB") BARS SHALL BE CONTINUOUS UNLESS OTHERWISE NOTED.ALL SPLICES VARIE5 (5EE
TO BE A MINIMUM OF 46 BAR DIAMETERS.
10. BUNDLE ALL STRUCTURAL BEAM TOP BARS IN PAIRS OVER SUPPORTS WITH TOP BARS FROM
ADJACENT BEAMS. (UNO). _ °< _
11. ALL ADDED LOGITUDINAL BEAM REINFORCING SHALL EXTEND b" MINIMUM INTO SUPPORT UNLESS NOTE: _
OTHERWISE NOTED. WEATHERING AREA PER TABLE 501.2.(1)
WEATHERING: NEGLIGIBLE
12. ONE -QUARTER OF MAXIMUM BOTTOM REINFORCING STEEL AREA OF EITHER ADJACENT BEAM SHALL TERMITE: VERY HEAVEY
EXTEND THRU SUPPORT AND LAP WITH A CLA55 "A" TENSION LAP SPLICE ON EITHER 51DE OF SUPPORT. "Z" BARS TO MATCH
SLAB 5TL LAP
13. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE:
SLABS ON VAPOR BARRIER - 3/4"
BEAMS AND COLUMNS - 1 1/2"
FORMED CONCRETE BELOW 6-RADE-2"
UNFORMED CONCRETE BELOW GRADE-3"
3'-O" MIN.
BEAM REINF.,
SEE 5CHED.
16"
O GB-4
a�
7" GONG 5LAB
SEE PLAN.
PILE 00WEL5, SEE
5GHEDULE.
- 14" AU6ERGA5T
PILIN&
GRADE BEAM SCHEDULE
REINFORCING
#3 HOOP5
TOP
MID
BTM
MARK
51ZE
OR 5TIRRUP5
REMARKS / DETAIL
#3 DIA STIRRUPS a
TYP. EXT WALL
GB-1
161`x24"
2#6
2#5
2#7
10" O.G.
DETAIL A
#3 DIA STIRRUPS ®
TYP. INT WALL
GB-2
I6"xlb"
2#7
-
2#7
6" O.G.
DETAIL B
#3 DIA STIRRUPS a
PORCH
GB-3
I6"xlb"
2#6
-
2#6
6" O.G.
DETAIL C
#3 DIA STIRRUPS a
STEP
GB-4
16"x16"
2#7
-
2#7
1 b" O.G.
DETAIL D, G
#3 DIA STIRRUPS a
CARPORT
GB-5
I6"xl6"
2#6
-
2#6
b" O.G.
DETAIL E, D
#3 DIA STIRRUPS a
CARPORT
&B-6
I611xlb"
2#6
-
2#6
6" O.G.
DETAIL W
no.
date
REV #1
5-6-21
5MARTVENT GALL
REV #2
q-21-21
BLDG CMT5 - SEND ALL 55 SHEETS
designed
PAR
drawn
PAR
checked
55
date
1/1/21
scale
1 /4" = 1'-0" U.N.O.
job no.
21-0011 . WIT
QUA
QUANTUM ENGINEERING ASSOCIATES INC.
Structural Eugiueeriiig & Cost Segregation
6415 LAKE WORTH ROAD
SUITE 105
GREENACRES, FLORIDA 33463
W W W.QEASSOCIATES.COM
attM I'S' Tq Mgq t
''�� cEN Digitally signed
?. e\ SR'•.G'
oo No 61 0 'C5 : %
-•` *° by Shawn
'•�O�(`•;�.40R0D Stambaugh
10NADate:
Thi, item has been electronically
siggh,-s-dby5hawn Stam- 2021.09.21
Baugh, PE on the date shown using a
Digital5ignature.
ptit.ntidpie,ofthis-d.1ntare 1.5:41:12-04'00'
onsidered signed and sealed and
the signature muse be verified on any
onic copies
Shawn M. Stambaugh, PE
FL. LIC. 61850 - C.A. 26210
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S-1
DATION