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SOIL BEARING & FOUNDATION NOTE:
<br />NO SOIL REPORT WAS PROVIDED FOR THIS DESIGN.
<br />IN ACCORDANCE WITH SECTION 1803.2 OF THE FLORIDA BUILDING CODE
<br />2020 (7TH EDITION), THE BUILDING OFFICIAL SHALL BE PERMITTED TO
<br />WAIVE THE REQUIREMENT FOR A GEOTECHNICAL INVESTIGATION WHERE
<br />SATISFACTORY DATA FROM ADJACENT AREAS IS AVAILABLE THAT
<br />DEMONSTRATES AN INVESTIGATION IS NOT NECESSARY FOR ANY OF THE
<br />CONDITIONS IN SECTIONS 1803.5.1 THROUGH 1803.5.6 AND SECTIONS
<br />1803.5.10 AND 1803.5.11.
<br />IN LIEU OF A GEOTECHNICAL EVALUATION, AND IN ACCORDANCE WITH
<br />THE STATEMENT ABOVE, THE STRUCTURE'S FOUNDATION HAS BEEN
<br />DESIGNED ASSUMING A 2,000 PSF ALLOWABLE SOIL BEARING CAPACITY,
<br />SELECTED FROM FBC TABLE 1806.2. THE PRESUMPTIVE LOAD BEARING
<br />VALUE HAS BEEN SELECTED BASED ON RATIONAL ANALYSIS AND
<br />KNOWLEDGE OF OTHER PROJECTS IN THE VICINITY. IF AT ANY TIME
<br />DURING EXCAVATION ANY DELETERIOUS MATERIAL (SUCH AS LOOSE
<br />SOIL, SILT, PEAT, MUCK, CLAY, ETC.) IS FOUND THAT CANNOT PROVIDE
<br />2,000 PSF, THE ENGINEER OF RECORD SHALL BE CONTACTED TO
<br />PROVIDE DIRECTION.
<br />THIS STATEMENT IS BASED UPON SECTIONS 1802.1, 1803.2, 1803.3 AND
<br />1806.2 OF THE FLORIDA BUILDING CODE 2020 (7TH EDITION).
<br />CONTRACTOR SHALL BACKFILL AND COMPACT ALL EXCAVATIONS,
<br />DISTURBED AREAS, AND VOIDS WITH CLEAN, GRANULAR SOIL
<br />COMPACTED AND CERTIFIED TO 95% MODIFIED PROCTOR DENSITY AND
<br />MINIMUM 2,000 PSF ALLOWABLE BEARING CAPACITY.
<br />REIr
<br />#4
<br />CEN TEF
<br />CONCRETE & REBAR:
<br />CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 BY A RECOGNIZED
<br />TESTING LABORATORY TO ACHIEVE A STRENGTH OF 4,000 PSI, AT 28 DAYS, (UNLESS
<br />OTHERWISE NOTED) WITH A PLASTIC AND WORKABLE MIX AND A MAX. WATER TO CEMENT
<br />RATIO = 0.40.
<br />PNEUMATICALLY APPLIED CONCRETE AND/OR SHOTCRETE SHALL BE PLACED IN
<br />ACCORDANCE WITH ACI 304.2R-04 AND ACI 506.2-04, RESPECTIVELY.
<br />ALL OTHER CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304R-04.
<br />A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED.
<br />NO WATER IS TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF THE
<br />ENGINEER. PLANT CONTROL IS REQUIRED.
<br />MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. CONCRETE WORK SHALL BE AS
<br />PER REQUIREMENTS AND RECOMMENDATIONS OF ACI 301-04.
<br />REBAR SHALL BE A615 GRADE 60 OR BETTER (UNLESS OTHERWISE NOTED), FREE FROM OIL,
<br />LOOSE SCALE AND LOOSE RUST.
<br />REBAR SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE
<br />MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315-04)
<br />AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-19). IN
<br />CASE OF CONFLICT, THE MORE CONSERVATIVE VALUE(S) SHALL BE USED.
<br />SUN SHELF STRUCTURAL DETAIL
<br />SCALE: N.T.S.
<br />SLAB OR WALL
<br />REINFORCEMENT
<br />(REFER TO PLAN)
<br />(1)#4FOR "T"=8"ORL
<br />(2) #4 FOR "T" OVEF
<br />MIN. (2) #4 AT MAIN Df
<br />OPENING OR
<br />PENETRATION_
<br />THROUGH
<br />WALL OR SLAB
<br />ESS
<br />' 8"
<br />!AIN
<br />2'.
<br />CLEAR
<br />MIN.
<br />3'
<br />ADD AT EACH SIDE OF OPENING
<br />1/2 OF SLAB OR WALL REINF
<br />INTERRUPTED BY OPENING
<br />NOTE:
<br />THE STRUCTURE HAS BEEN DESIGNED ASSUMING MONOLITHIC CONSTRUCTION
<br />(NO COLD JOINTS). ADDITIONAL DETAILS WILL BE REQUIRED IF MONOLITHIC
<br />CONSTRUCTION IS NOT ACHIEVED AND/OR COLD JOINTS ARE INTRODUCED.
<br />SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 48X BAR
<br />DIAMETERSSHALL CONFORM TO FBC-B 1908.4.3 (NON -CONTACT OR
<br />CONTACT WITH TEST PANEL AND APPROVAL BY THE BUILDING OFFICIAL).
<br />REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS AND
<br />CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR
<br />CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE
<br />CORNER 48X BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL,
<br />WHICH SHALL EXTEND MIN. 48X BAR DIAMETERS FROM EACH CORNER OR
<br />CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, THE
<br />BARS SHALL BE HELD IN PLACE AND ALIGNED BY TRANSVERSE BARS
<br />SPACED NOT MORE THAN 4 FEET (1219 MM) APART.
<br />DISCONTINUOUS REINFORCING BARS SHALL TERMINATE IN STANDARD ACI
<br />HOOKS. ALL HOOKS SHALL BE STANDARD ACI HOOKS UNLESS NOTED
<br />OTHERWISE.
<br />_SLAB OR WALL REINFORCEMENT
<br />INTERRUPTED AT OPENING
<br />NOTES:
<br />1. TYPICAL AT ALL SLAB OPENINGS OR PENETRATIONS.
<br />2. "T" = WALL OR SLAB THICKNESS
<br />3. PROVIDE ADDITIONAL BARS (NOT SHOWN) WHICH EQUAL THE AREA OF INTERRUPTED
<br />WALL & SLAB REINFORCING.
<br />4. PLACE IN ADDITIONAL REBAR IN EQUAL AREAS EACH SIDE OF OPENING AND
<br />PARALLEL TO THE CONTINUOUS REINFORCEMENT ALONG THE PERIMETER OF THE
<br />OPENING.
<br />5. BUNDLE BARS IAW ACI 318 AT RESTRICTED AREAS.
<br />PENETRATION/OPENING DETAIL
<br />SCALE: N.T.S.
<br />NOTE:
<br />ALL FINISHES SHOWN ON THESE DRAWINGS ARE GENERIC.
<br />ALL FINISH MATERIALS (INCLUDING, BUT NOT LIMITED TO,
<br />ADHESIVES, GROUTS, AND BONDING AGENTS) SHALL BE
<br />MANUFACTURER SPECIFIED AS SUITABLE FOR USE IN
<br />POOL/SPA APPLICATIONS.
<br />ALL MATERIAL INSTALLATIONS SHALL COMPLY WITH FBC, ALL
<br />[RELEVANT INDUSTRY STANDARDS, AND ALL MANUFACTURER
<br />INSTRUCTIONS AND SPECIFICATIONS.
<br />ALL MATERIALS AND FINISHES USED ON HORIZONTAL
<br />SURFACES SHALL BE SLIP RESISTANT WHEN WET.
<br />DOTE:
<br />FHESE PLANS DO NOT INCLUDE ALL TECHNICAL
<br />;PECIFICATIONS REQUIRED FOR CONSTRUCTION. CONTRACTOF
<br />;HALL REFERENCE ALL MANUFACTURER INSTRUCTIONS AND
<br />;PECIFICATIONS.
<br />NOTE: FLOORS AND WALLS SHALL BE WHITE OR PASTE_ IN COLOR AND
<br />SHALL HAVE THE CHARACTERISTICS OF REFLECTING RATHER THAN
<br />ABSORBING LIGHT. THE FINISH COATING SHALL HAVE A DRY LIGHTNESS
<br />LEVEL (CIE L VALUE) OF 80.0 OR GREATER AND A WET LUMINOUS
<br />REFLECTANCE VALUE (CIE Y VALUE) OF 50.0 OR GREATER, AS
<br />DETERMINED BY TEST RESULTS PROVIDED BY TH = MANUFACTURER,
<br />UTILIZING TESTING METHODOLOGY FROM AMERICAN STANDARD ASTM
<br />D4086, ASTM E1477, ASTM E1347. POOLS CONSTRUCTED OF FIBERGLASS,
<br />THERMOPLASTIC, OR STAINLESS STEEL SHALL BE SUBJECT TO THE SAME
<br />INTERIOR FINISH COLOR REQUIREMENTS.
<br />OPERATING
<br />WATER LEVEL
<br />3'-6" DEEP
<br />AT
<br />SHALLOW END
<br />6' THICK
<br />GUNITI_ WALL
<br />4'-9 REINFORCED W/
<br />DEEP #4 ® 12" O.C.E.W
<br />AT PROVIDE 2" CLEAR CONCRETE COVER FROM WATEF
<br />DEEP END PROVIDE 3" CLEAR CONCRETE COVER FRCM SOIL
<br />NOTE:
<br />PROVIDE MIN. 3" CLEAR
<br />CONCRETE COVER FROM
<br />WATER IN SLAB.
<br />PROVIDE MIN. 3" CLEAR
<br />CONCRETE COVER FROM
<br />SOIL IN SLAB.
<br />8" THICK
<br />APPROVED GUNITE SLAB
<br />FINISH REINFORCi=D W/
<br />#4 ® 12" C.C.E.W.
<br />CENTERED IN SLAB
<br />2" MIN
<br />3" MIN.
<br />GUTTER 6j"
<br />(REFER TO FINISHED
<br />DETAIL)
<br />2" CLEAR
<br />m
<br />MIN.
<br />24"
<br />LAP
<br />HIGH
<br />POINT,
<br />TYP.
<br />6"
<br />ROUGH
<br />t 3" CLEAR
<br />Q,
<br />1
<br />�CLEAN, GRANULAR
<br />SUBGRADE COMPACTED
<br />TO 95% MOD. PROCTOR AND
<br />MIN. 2,000 PSF
<br />ALLOWABLE BEARING CAPACITY
<br />FLOOR/WALL STRUCTURAL DETAIL
<br />SCALE: N.T.S.
<br />David
<br />Faerman,
<br />Pi OE
<br />MIN. 48" CLEAR
<br />WET DECK
<br />(REFER TO
<br />SITE PLAN)
<br />WET DECK
<br />SHALL
<br />SLOPE
<br />2% AWAY
<br />TOWARD
<br />PERVIOUS
<br />AREA
<br />11-�
<br />1'-2j"
<br />CLEAN, GRANULAR
<br />BACKFILL COMPACTED
<br />TO 95% MOD. PROCTOR AND
<br />MIN. 2,000 PSF
<br />ALLOWABLE BEARING CAPACITY
<br />NOTE:
<br />POOL STRUCTURE SHALL BE FULLY
<br />SUPPORTED BY SOIL.
<br />Digitally signed
<br />by David
<br />Faerman, RE
<br />Date: 2023.01.13
<br />16:26:29—05'00'
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<br />* ; No. 47646 ;
<br />r STATE OF
<br />�S•.,, O R I
<br />01 /13/2023
<br />DAVID I FAERMAN, P.E.
<br />FL. LICENSE NO. 47646
<br />PERMIT SET
<br />NO, I DATE I DESCRIPTION
<br />SHEET
<br />9 OF 11
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