08-1008-00441 .
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gX11A 1.1 KeyiAL01:101aim as]
CONTINUE STEEL UNDER MAIN DRAIN
HYDROSTATIC VALVE
THE UPPER PART OF POOL WALLS IN AREAS FIVE FEET DEEP OR LESS SHALL BE
WITHIN FIVE DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF TWO AND ONE-HALF
COMM COnIA IAILJlf'U 0^1K1*r'rLJM %A /AI I 12AV 1r%1K1 *rLICM P%nM 11101"rLA A RJAVINAlf fit
1=410011 I *
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1=1'.1t*J;1TAWAVM 4 1 M1411111110611 .
6' SHOTCRETE WALLS
REINFORCED WALLS WITH
#3 AT 8" EACH WAY CENTER
STEEL IN WALL U.O.N.
7`17
Pi POOL SECTION SCALE: 1/4" = V-011
ki�d I
ilii
#3 @ 8" EACH WAY, 3" CLEAR BOTTOM
MIM
J- Shop drawings are an aid for field placement and are superseded by the structural
drawings. It shall be responsibility of the General Contractor to make certain that all
construction is in full agreement with the latest structural drawings.
K- The Contractor shall supply the engineer three copies of shop drawings a minimum of one
week prior to placement. The review of shop drawings by the engineer is only for general
compliance with the structural drawings and specifications. The review does not guarantee in
any way that the shop drawings are correct nor does it infer that they supersede the
structural drawings.
I- Submittals to structural engineer.
I. Concrete test report for cast-in-place concrete as per ACI 301-02.
11. Reinforcing steel shop drawings if applicable.
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2.- Concrete:
A- All concrete work shall conform all requirements of ACI 301-02 "Specifications for UPLIFT DATA
Structural Concrete for Buildings".
0
TOP OF POOL WALL ELEVATION 0.00, •
B- Concrete compressive strength at 28 days shall be 3000 psi. Co
BOTTOM SLAB ELEVATION -6.1r
C- Form work shall comply with ACI 347-88 "Recommended Practice for Concrete Work". GROUND WATER LEVEL -3.00' rig ca
DEDUCT BOTTOM SLAB z
D- Mix designs shall be submitted to the engineer for approval prior to commencement of ELEVATION
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any concrete work. POOL UPLIFT FORCE -3.17' W
ca
DEDUCT 2.00' ALLOWED FOR USE (-)2.00'
E- No water shall be added to the concrete at the job site.
OF 2" HYDROSTATIC PRESSURE
RELIEF VALVE (-2.001
cc
F- The owner shall Contractor an independent testing laboratory to perform concrete cylinder
RESULTANT UPLIFT FORCE
tests as follows: four cylinder test for any 50 cubic yards of concrete poured, or three cylinder
tests per any day. pour less that 50 cubic yards. one cylinder shall be tested at 7 days, two at SLAB THICKNESS READ 6'
28 days.
I el
G- Transporting, pIACIng, curing and depositing of concrete shall comply with ACI 301-02. REVISIONS
07-06-M
PER D. OR COMMENTS
07-10-06
MANGED BAMVASH UK 97E
WALLS REINFORCED
ACH WAY, CENTER CITY OF SOUTH MIAMI
U.O.N. t3 vi tAj p0l BUILDING DEPT.
Of- SO P P R 0 V E,Q/`�
CVT J3UJJ G DEP'T' STRUCTURAL ECTION
STA'TE 0,':
cTJOtA
XX
Se D E PA R LT I°
APPROVED BY. -4—
DADE CDUNTY
E V'1, 1 0
LT
DItAG SF-C
r
DATE
4
1300 TABO A. PZ;
'0'J;
ppPO SX, 7 S P 4
6 j 0 Uk
RES. No. l 5339
CIVIL ENOINEER
D
.0i 23
::77: -
% 77
DRAWN
PREPARED FOR EDWIN. M. GREEN, INC
SWIMMING POOL'S
775 NW 21st STREET
MIAMI, FL 33127
305-324-4081
mnmw
Structural Notes:
3- Reinforcing Steel:
1.- General:
A- Reinforcing steel shall be detailed and placed in accordance with ACI 318-02.
A.- All materials and construction shall comply with the Florida Building Code, 2004 edition,
B- Reinforcing steel shall be deformed bars conforming to ASTMA 615 (SI) grade 60.
ASCE 7-02 minimum design loads for buildings, the ACI 318-02 building code, and all
applicable federal, state and local ordinances.
C- All welded wire fabric shall conform to ASTM 185-94.
B.- These drawings and specifications comply, to the best of my knowledge with the
D- Reinforcing shall be held securely in position with standard accessories during placing of
applicable minimum building code.
concrete.
C.- The Contractor shall verify all conditions of existing structures affecting new construction
E- All top reinforcing shall terminate with standard hooks at discontinuous edges or ends.
before commencing any work any variations in actual field conditions/dimensions from those
shown in the contract drawings shall be reported to the architect/engineer for determining the
F- All bottom bars shall bear 6" minimum over supports, U.Q.N.
need of redesign prior to Contractor's submittal of shop working drawings for review.
G- All reinforcing bars marked continuous shall be lapped 36 dia. at splices and comers
D- These drawings shall be worked together with architectural, mechanical and electrical
unless otherwise noted. Lap continuous top bars at center between supports as required.
drawings to locate depressed slabs, slopes, drains, oulets, recesses, openings, reglets, bolt
Terminate continuous bars at non-continuous ends with standard hooks, U.O.N.
settings, sleeves, etc. Discrepancies shall be brought to the attention of architect/engineer
before proceeding with the work.
H- Minimum concrete cover for reinforcement:
E- When performing work below grade, care shall be taken to avoid damaging any existing
I. Concrete cast against and permanently exposed to earth: 3"
utilities. All unknown utilities discovered during construction shall be brought to the attention
of the architectlengineer. Any damage to the existing utilities shall be reported to all affected
II. Concrete exposed to earth or weather
parties, including the architect/engineer.
#6 bars and larger: 2"
#5 bars and smaller. 1.5'
F- General Contractor shall be responsible for updating his construction documents with the
revised drawings and specifications, field orders, change orders and clarifications sketches
Ill. Concrete not exposed to weather or in in contact with earth:
issued during the course of construction.
Slabs and walls- 11.5"
Beams and columns: 1.5"
INFORCED
G- Typical details and notes on these drawings shall apply unless specifically noted do
H WAY
otherwise. Construction details and sections not completely shown or noted shall be similar
.O.N.
to details and sections shown or noted for similar conditions.
Soil Statement:
H- The General Contractor shall be solely responsible for all excavation procedures including
Upon Visual inspection soil consist of oolite rock and sand particles.
lagging, shoring, and protection of adjacent property, structures, streets and utilities in
accordance with the local building department.
The presumptive bearing value for design is 2000 psf.
I- General Contractor shall be responsible for the disposal of all accumulated water from
excavations and dewatering operations in such a way as to not cause inconvenience to the
work and damage to the structural elements.
J- Shop drawings are an aid for field placement and are superseded by the structural
drawings. It shall be responsibility of the General Contractor to make certain that all
construction is in full agreement with the latest structural drawings.
K- The Contractor shall supply the engineer three copies of shop drawings a minimum of one
week prior to placement. The review of shop drawings by the engineer is only for general
compliance with the structural drawings and specifications. The review does not guarantee in
any way that the shop drawings are correct nor does it infer that they supersede the
structural drawings.
I- Submittals to structural engineer.
I. Concrete test report for cast-in-place concrete as per ACI 301-02.
11. Reinforcing steel shop drawings if applicable.
6
z
< U LU
Q 1y6
J OK
z
40
z
d6
IX
W
W
z
z
W x9j
V2
< <
D
61ji
<
U9
ii s
•
•
•
•
2.- Concrete:
A- All concrete work shall conform all requirements of ACI 301-02 "Specifications for UPLIFT DATA
Structural Concrete for Buildings".
0
TOP OF POOL WALL ELEVATION 0.00, •
B- Concrete compressive strength at 28 days shall be 3000 psi. Co
BOTTOM SLAB ELEVATION -6.1r
C- Form work shall comply with ACI 347-88 "Recommended Practice for Concrete Work". GROUND WATER LEVEL -3.00' rig ca
DEDUCT BOTTOM SLAB z
D- Mix designs shall be submitted to the engineer for approval prior to commencement of ELEVATION
<
any concrete work. POOL UPLIFT FORCE -3.17' W
ca
DEDUCT 2.00' ALLOWED FOR USE (-)2.00'
E- No water shall be added to the concrete at the job site.
OF 2" HYDROSTATIC PRESSURE
RELIEF VALVE (-2.001
cc
F- The owner shall Contractor an independent testing laboratory to perform concrete cylinder
RESULTANT UPLIFT FORCE
tests as follows: four cylinder test for any 50 cubic yards of concrete poured, or three cylinder
tests per any day. pour less that 50 cubic yards. one cylinder shall be tested at 7 days, two at SLAB THICKNESS READ 6'
28 days.
I el
G- Transporting, pIACIng, curing and depositing of concrete shall comply with ACI 301-02. REVISIONS
07-06-M
PER D. OR COMMENTS
07-10-06
MANGED BAMVASH UK 97E
WALLS REINFORCED
ACH WAY, CENTER CITY OF SOUTH MIAMI
U.O.N. t3 vi tAj p0l BUILDING DEPT.
Of- SO P P R 0 V E,Q/`�
CVT J3UJJ G DEP'T' STRUCTURAL ECTION
STA'TE 0,':
cTJOtA
XX
Se D E PA R LT I°
APPROVED BY. -4—
DADE CDUNTY
E V'1, 1 0
LT
DItAG SF-C
r
DATE
4
1300 TABO A. PZ;
'0'J;
ppPO SX, 7 S P 4
6 j 0 Uk
RES. No. l 5339
CIVIL ENOINEER
D
.0i 23
::77: -
% 77
DRAWN
PREPARED FOR EDWIN. M. GREEN, INC
SWIMMING POOL'S
775 NW 21st STREET
MIAMI, FL 33127
305-324-4081
mnmw