13-749-126INTERACTIVE INTERACTIVE WATER
WATER FEATURE FEATURE WET DECK
DRY DECK
SECURE MAIN DRAIN GRATES
WITH TAMPERPROOF SCREWS
ALL INTERACTIVE WATER FEATURE —
SURFACE SHALL HAVE A SMOOTH SLIP
RESISTANT SPRAY DECK FINISH
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POOL AREA (OR 50 FEET FROM UNFENCED
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INTERACTIVE WATER INTERQC E •
FEATURE WET DECK WATER FEATURE
DRY DECK
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EL.+12.85 FLOOR SLOPES OF AN INTERACTIVE WATER FEATURE FLOOR SLOPES OF AN INTERACTIVE WATER FEATURE I ELS 12.85'
SHALL BE A MAXIMUM 1 FOOT VERTICAL IN 10 FEET _ _ _ _ _ _ _ _ SHALL BE A MAXIMUM 1 FOOT VERTICAL IN 10 FEET Y
HORIZONTAL AND A MINIMUM OF 1 FOOT VERTICAL IN 50 f'—` HORIZONTAL AND A MINIMUM OF 1 FOOT VERTICAL IN 50
FEET HORIZONTAL oL EL. +12.27'
FEET HORIZONTAL
S LOPE 2%
SLOPE 2/.
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- —
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6r POURED CONCRETE SLAB REINFORCED WITH3 i" EA H WAY
C
—
W 3" CLEAR BOTTOM ON WELL COMPACTED FILLPOUREb CONCRETE SLAB REINFORCED WITH3 @ 8 EACH WAY,
—III—I I I—I 111 1 1-1 1 1—III— --I i — — — 3" CLEAR BOTTOM ON WELL COMPACTED FILL _
_8 x 8 THICKENED EDGE REINFORCED WITH 1 #5 CONTINUOUS — 3 1 1III-- I II I —
1 — SP 2.03 8 x 8 THICKENED EDGE REINFORCED WITH 15 CONTINUOUS
— —
_�I I IIII-----III I
_ -- =SOIL UNDER CONCRETE SLAB SHALL BE COMPACTED TOA MINIMUM
_ _
— - -- I 7 MAXIMUM DRY DENSITY AND SHALL BE _—
I 8 MAIN DRAIN LINE TO INTERACTIVE WATER FEATURE OF 98/• OF THE ASTM D 155 U
COLLECTOR TANK, SEE PIPING PLAN FOR DETAILS _ I —III VERIFIED BY INDEPENDENT SOILS TESTING LABORATORY PRIOR TO I I I
I I— POURING SLAB, I —
—I I L --I I — -- SPRAY DECK SURFACE FINISH OVER
- u CONCRETE DECK WITH IMPERVIOUS SLIP
RESISTANT FINISH. SLOPE 2% AWAY FROM
INTERACTIVE WATER FEATURE RE SECTION I -III —I -- =1 I—I � INTERACTIVE WATER FEATURE
-_U I I � 1
SCALE: 3/4" = V-0"
18°
INTERACTIVE WATER FEATURE RULES
i[�7 riI�I�Z�l aTil:1:7_TeL MAIN
1. POST SIGN WITHIN CONFINES OF POOL AREA.
2, SIGN LETTERING SHALL CONTRAST WITH
BACKGROUND COLOR.
3, SIGN LETTERS SHALL BE AT LEAST 1" HIGH.
4, LETTERS SPECIFYING NO ,DIVING SHALL BE AT
LEAST 4" HIGH.
RULES SIGN DETAIL
SCALE: N.T.S.
TAMPER RESISTANT
WINTER COVER
TAMPER RESISTANT
STAINLESS STEEL SCREWS
(TYPICAL OF 4 PLACES)
4'
TOP VIEW
SLOT
'ICAL OF 2 PLACES)
18" X 36" PVC CRATE FLAT
CERTIFIED AS "UNBLOCKABLE" UNDER ASME Al 12.19,8-2007 VGB2008
3-0"
WINTER COVER TO BE
OMNI -POD FLUSH WITH CONCRETE
INTERACTIVE WATER CONCRETE TO BE LEVEL AROUND
FEATURE CONCRETE SLAB 02-0" AROUND OMNI -POD
K d.
A—
1"-3" WATER SUPPLY DEPENDING
ON FEATURE, SEE FEATURE PIPING SECTION
PLAN FOR DETAILS
POD-AO01 OMNI -POD INSTALLATION DETAIL
SCALE: 1 " = V-0"
TOP VIEW
LAWSOI�a�QUATICS"
MANUFACTURER MODEL SIZE FLORIDA MAX FLOWIN GPM AT 1.5 FPS
LAWSON AQUATICS, INC.11i" X 36"
MLD FG 1136 PVC GRATE FLAT 1,605 GPM
THE MAIN DRAIN MEET THE MAXIMUM WATER VELOCITY (1.5 FPS) ALLOWED BY FLORIDA RULE,
64E-9, FLORIDA ADMINISTRATIVE CODE, PUBLIC SWIMMING POOLS AND DATHING PLACES,
AND IS CERTIFIED TO ASME/ANSI A112.19.8-2007, AS REQUIRED BY THE VIRGINIA GRAEME
BAKER POOL III RIVER POOL SAFETY ACT OF 2007.
FIELD FABRICATED SUMP WITH 18"x36" UNBLOCKARLE
6" POURED CONCRETE SLAB DRAINS. FLOW: 1,605 GPM @ 1.5 FPS WITH 57% OPEN
REINFORCED WITH #3 @ 8" EACH AREA EACH W/ HYDROSTATIC RELIEF VALVE. CERTIFIED
WAY, 3" CLEAR BOTTOM ON WELL AS "UNBLOCKABLE" UNDER ASME Al 12.19.8-2007
COMPACTED FILL VG52008
1' 6" INTERACTIVE WATER FINISH
SURFACE FINISH
CD A
' • —�
8" MAIN DRAIN LINE TO INTERACTIVE WATER FEATURE
- COLLECTOR TANK
=III=IIIIII=III= IIIIII-------III----I11�111I11
SECTION
INTERACTIVE WATER FEATURE MAIN DRAIN DETAIL
SCALE: 3/4" = V-0"
NOTES:
1. VALVE MUST BE INSTALLED ON SUPPLY LINE TO
REGULATE THE FLOW
2. CONTRACTOR RESPONSIBLE FOR ALL PVC PIPING
INCLUDING BUT NOT LIMITED TO FLANGES,
ELBOWS, GASKETS AND HARDWARE TO CONNECT
TO FEATURE TO OPERATE PROPERLY
3. DO NOT TAKE OFF WINTER COVER UNTIL
FEATURE IS READY TO BE PLACED
-:T
ISOMETRIC
ACTIVATION SENSOR WITH 2" THICK
LEXAN LENS (TYPICAL OF 2 PLACES)
PLAN VIEW
SECTION
STRUCTURAL NOTES:
1.- GENERAL:
1.01.- ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010, ASCE/SEI 7-05
MINIMUM DESIGN LOADS FOR BUILDINGS, THE ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES,
1.02.- THESE DRAWINGS AND SPECIFICATIONS COMPLY, TO THE REST OF MY KNOWLEDGE WITH THE APPLICABLE
MINIMUM BUILDING CODE.
1.03.- THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING NEW CONSTRUCTION
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 NEED OF
REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP WORKING DRAWINGS FOR REVIEW,
1.04- THESE DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ENGINEER BEFORE
PROCEEDING WITH THE WORK.
1.05- WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES.
ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT/ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED TO ALLAFFECTED PARTIES,
INCLUDING THE ARCHITECT/ENGINEER,
1.06- GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH THE
REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATIONS SKETCHES ISSUED
DURING THE COURSE OF CONSTRUCTION.
1.07- TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED DO OTHERWISE,
CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND
SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS,
1.08- THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORALL EXCAVATION PROCEDURES INCLUDING
LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT.
1.09- 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.
110- 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.
1.11- 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.
1.12- SUBMITTALS TO STRUCTURAL ENGINEER
I. CONCRETE TEST REPORT FOR CAST -IN-PLACE CONCRETE AS PER ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS",
II. REINFORCING STEEL SHOP DRAWINGS IF APPLICABLE.
2.- POURED IN PLACE CONCRETE / PNEUMATICALLY APPLIED CONCRETE
2.01- ALL CONCRETE WORK SHALL CONFORM ALL REQUIREMENTS OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS",
2.02- CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3500 PSI.
BASE TO BE SECURED WITH
EXPANSION ANCHORS
(TYPICAL OF 4 PLACES)
ATTACHED SKIRT
GASKET
CONCRETE TO BE LEVEL 02'-0" AROUND
CONDUIT
1" CONDUIT FROM CPU TO BOLLARD
SENSOR WITH 4 CONDUCTOR $18 GAUGE
WIRE (OR LARGER)
BOL-AO01 ACTIVATION BOLLARD INSTALLATION DETAIL
SCALE: 1"-V-0"
2.03- FORM WORK SHALL COMPLY WITH ACI 347-88 "RECOMMENDED PRACTICE FOR CONCRETE FOAMWORK",
2.04- MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY
CONCRETE WORK,
2.05- NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE,
2.06- THE BUILDER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE CYLINDER
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 28 DAYS,
2.07- TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301,
2.08- ALL PNEUMATICALLY PLACED CONCRETE SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI 506.2
SPECIFICATIONS FOR SHOTCRETE
2.09- ALL PNEUMATICALLY PLACED CONCRETE SHALL COMPLY WITH FBC 2010, CHAPTER 19, SECTIONS 1913 & 1929
AN INDEPENDENT TESTING LABORATORY TO PERFORM PNEUMATICALLY PLACE
2.10 THE BUILDER SHALLCONTRACT 5
CONCRETE COMPRESSIVE STRENGTH TEST IN ACCORDANCE WITH APPLICABLE SECTIONS ACI & FBC 2010
3- REINFORCING STEEL:
3.01- REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-05,
3.02- REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M-09b.
3.03- ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-02.
3.04- REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF
CONCRETE,
3.05- ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES OR ENDS.
3.06- ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, U.O.N.
3.07- ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 36 DIA. AT SPLICES AND CORNERS UNLESS
OTHERWISE NOTED, LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED, TERMINATE
CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH STANDARD HOOKS, U.O.N.
3.08- MINIMUM CONCRETE COVER FOR REINFORCEMENT:
I. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
'-r
II. CONCRETE EXPOSED TO EARTH OR WEATHER
$6 BARS AND LARGER: 2"
#5 BARS AND SMALLER: 1.5"
III, CONCRETE NOT EXPOSED TO WEATHER OR IN IN CONTACT WITH EARTH:
SLABS AND WALLS: 1.5"
BEAMS AND COLUMNS: 1.5"
4.- GENERAL REQUIREMENTS/ NOTES:
4,01,- INTERIOR POOL FINISH IS IMPERVIOUS AND SLIP RESISTANT.
4.02.- THE MAXIMUM VELOCITY THROUGH THE MAIN DRAIN GRATE DOES NOT EXCEED 1,5 FIRS,
4.03.- SECURE THE MAIN DRAIN GRATE WITH TAMPERPROOF SCREWS. (THE MAIN DRAIN GRATE IS NOT READILY
REMOVABLE.)
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D ESIGN AND
CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.666.3aa5
Fax: 954.566.3335
POOL WET DECK.
2. NO GLASS OR ANIMALS IN THE FENCED
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POOL AREA (OR 50 FEET FROM UNFENCED
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POOL),
dim ,.
3. SHOWER BEFORE ENTERING POOL,
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4. BATHING LOAD IS 22 PERSONS.
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5. POOL HOURS: -A.M. TO _ P.M.
6. DO NOT SWALLOW THE FOUNTAIN WATER,
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IT IS RECIRCULATED.
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7, DO NOT USE FOUNTAIN IF YOU ARE ILL
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WITH DIARRHEA.
GENERAL SPECIFICATIONS:
1. POST SIGN WITHIN CONFINES OF POOL AREA.
2, SIGN LETTERING SHALL CONTRAST WITH
BACKGROUND COLOR.
3, SIGN LETTERS SHALL BE AT LEAST 1" HIGH.
4, LETTERS SPECIFYING NO ,DIVING SHALL BE AT
LEAST 4" HIGH.
RULES SIGN DETAIL
SCALE: N.T.S.
TAMPER RESISTANT
WINTER COVER
TAMPER RESISTANT
STAINLESS STEEL SCREWS
(TYPICAL OF 4 PLACES)
4'
TOP VIEW
SLOT
'ICAL OF 2 PLACES)
18" X 36" PVC CRATE FLAT
CERTIFIED AS "UNBLOCKABLE" UNDER ASME Al 12.19,8-2007 VGB2008
3-0"
WINTER COVER TO BE
OMNI -POD FLUSH WITH CONCRETE
INTERACTIVE WATER CONCRETE TO BE LEVEL AROUND
FEATURE CONCRETE SLAB 02-0" AROUND OMNI -POD
K d.
A—
1"-3" WATER SUPPLY DEPENDING
ON FEATURE, SEE FEATURE PIPING SECTION
PLAN FOR DETAILS
POD-AO01 OMNI -POD INSTALLATION DETAIL
SCALE: 1 " = V-0"
TOP VIEW
LAWSOI�a�QUATICS"
MANUFACTURER MODEL SIZE FLORIDA MAX FLOWIN GPM AT 1.5 FPS
LAWSON AQUATICS, INC.11i" X 36"
MLD FG 1136 PVC GRATE FLAT 1,605 GPM
THE MAIN DRAIN MEET THE MAXIMUM WATER VELOCITY (1.5 FPS) ALLOWED BY FLORIDA RULE,
64E-9, FLORIDA ADMINISTRATIVE CODE, PUBLIC SWIMMING POOLS AND DATHING PLACES,
AND IS CERTIFIED TO ASME/ANSI A112.19.8-2007, AS REQUIRED BY THE VIRGINIA GRAEME
BAKER POOL III RIVER POOL SAFETY ACT OF 2007.
FIELD FABRICATED SUMP WITH 18"x36" UNBLOCKARLE
6" POURED CONCRETE SLAB DRAINS. FLOW: 1,605 GPM @ 1.5 FPS WITH 57% OPEN
REINFORCED WITH #3 @ 8" EACH AREA EACH W/ HYDROSTATIC RELIEF VALVE. CERTIFIED
WAY, 3" CLEAR BOTTOM ON WELL AS "UNBLOCKABLE" UNDER ASME Al 12.19.8-2007
COMPACTED FILL VG52008
1' 6" INTERACTIVE WATER FINISH
SURFACE FINISH
CD A
' • —�
8" MAIN DRAIN LINE TO INTERACTIVE WATER FEATURE
- COLLECTOR TANK
=III=IIIIII=III= IIIIII-------III----I11�111I11
SECTION
INTERACTIVE WATER FEATURE MAIN DRAIN DETAIL
SCALE: 3/4" = V-0"
NOTES:
1. VALVE MUST BE INSTALLED ON SUPPLY LINE TO
REGULATE THE FLOW
2. CONTRACTOR RESPONSIBLE FOR ALL PVC PIPING
INCLUDING BUT NOT LIMITED TO FLANGES,
ELBOWS, GASKETS AND HARDWARE TO CONNECT
TO FEATURE TO OPERATE PROPERLY
3. DO NOT TAKE OFF WINTER COVER UNTIL
FEATURE IS READY TO BE PLACED
-:T
ISOMETRIC
ACTIVATION SENSOR WITH 2" THICK
LEXAN LENS (TYPICAL OF 2 PLACES)
PLAN VIEW
SECTION
STRUCTURAL NOTES:
1.- GENERAL:
1.01.- ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010, ASCE/SEI 7-05
MINIMUM DESIGN LOADS FOR BUILDINGS, THE ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL
CONCRETE, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES,
1.02.- THESE DRAWINGS AND SPECIFICATIONS COMPLY, TO THE REST OF MY KNOWLEDGE WITH THE APPLICABLE
MINIMUM BUILDING CODE.
1.03.- THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING NEW CONSTRUCTION
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 NEED OF
REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP WORKING DRAWINGS FOR REVIEW,
1.04- THESE DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL
DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT
SETTINGS, SLEEVES, ETC. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ENGINEER BEFORE
PROCEEDING WITH THE WORK.
1.05- WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES.
ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT/ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED TO ALLAFFECTED PARTIES,
INCLUDING THE ARCHITECT/ENGINEER,
1.06- GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH THE
REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATIONS SKETCHES ISSUED
DURING THE COURSE OF CONSTRUCTION.
1.07- TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED DO OTHERWISE,
CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND
SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS,
1.08- THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FORALL EXCAVATION PROCEDURES INCLUDING
LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN
ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT.
1.09- 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.
110- 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.
1.11- 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.
1.12- SUBMITTALS TO STRUCTURAL ENGINEER
I. CONCRETE TEST REPORT FOR CAST -IN-PLACE CONCRETE AS PER ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS",
II. REINFORCING STEEL SHOP DRAWINGS IF APPLICABLE.
2.- POURED IN PLACE CONCRETE / PNEUMATICALLY APPLIED CONCRETE
2.01- ALL CONCRETE WORK SHALL CONFORM ALL REQUIREMENTS OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL
CONCRETE FOR BUILDINGS",
2.02- CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3500 PSI.
BASE TO BE SECURED WITH
EXPANSION ANCHORS
(TYPICAL OF 4 PLACES)
ATTACHED SKIRT
GASKET
CONCRETE TO BE LEVEL 02'-0" AROUND
CONDUIT
1" CONDUIT FROM CPU TO BOLLARD
SENSOR WITH 4 CONDUCTOR $18 GAUGE
WIRE (OR LARGER)
BOL-AO01 ACTIVATION BOLLARD INSTALLATION DETAIL
SCALE: 1"-V-0"
2.03- FORM WORK SHALL COMPLY WITH ACI 347-88 "RECOMMENDED PRACTICE FOR CONCRETE FOAMWORK",
2.04- MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY
CONCRETE WORK,
2.05- NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE,
2.06- THE BUILDER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE CYLINDER
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 28 DAYS,
2.07- TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301,
2.08- ALL PNEUMATICALLY PLACED CONCRETE SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI 506.2
SPECIFICATIONS FOR SHOTCRETE
2.09- ALL PNEUMATICALLY PLACED CONCRETE SHALL COMPLY WITH FBC 2010, CHAPTER 19, SECTIONS 1913 & 1929
AN INDEPENDENT TESTING LABORATORY TO PERFORM PNEUMATICALLY PLACE
2.10 THE BUILDER SHALLCONTRACT 5
CONCRETE COMPRESSIVE STRENGTH TEST IN ACCORDANCE WITH APPLICABLE SECTIONS ACI & FBC 2010
3- REINFORCING STEEL:
3.01- REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-05,
3.02- REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M-09b.
3.03- ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185-02.
3.04- REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF
CONCRETE,
3.05- ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES OR ENDS.
3.06- ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, U.O.N.
3.07- ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 36 DIA. AT SPLICES AND CORNERS UNLESS
OTHERWISE NOTED, LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED, TERMINATE
CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH STANDARD HOOKS, U.O.N.
3.08- MINIMUM CONCRETE COVER FOR REINFORCEMENT:
I. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
'-r
II. CONCRETE EXPOSED TO EARTH OR WEATHER
$6 BARS AND LARGER: 2"
#5 BARS AND SMALLER: 1.5"
III, CONCRETE NOT EXPOSED TO WEATHER OR IN IN CONTACT WITH EARTH:
SLABS AND WALLS: 1.5"
BEAMS AND COLUMNS: 1.5"
4.- GENERAL REQUIREMENTS/ NOTES:
4,01,- INTERIOR POOL FINISH IS IMPERVIOUS AND SLIP RESISTANT.
4.02.- THE MAXIMUM VELOCITY THROUGH THE MAIN DRAIN GRATE DOES NOT EXCEED 1,5 FIRS,
4.03.- SECURE THE MAIN DRAIN GRATE WITH TAMPERPROOF SCREWS. (THE MAIN DRAIN GRATE IS NOT READILY
REMOVABLE.)
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