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I'll 1 1 .l; 'I - I I { _ I I 11 I I I 1 11 .. 1
<br />ADD KO BLOCK W/
<br />(1) "5 FOR OPENING
<br />OVER 8'-0'
<br />CONCRETE NOTES
<br />1. CAST -IN -PLACE CONCRETE TO ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE
<br />STRENGTH:
<br />FOOTINGS, WALL FOOTING, GRADE BEAMS - 3,000 PSI
<br />TIE BEAMS, TIE COLUMNS - 3,000 PSI
<br />SLABS -ON -GRADE - 3,000 PSI
<br />STRUCTURAL SLABS - 3,000 PSI
<br />BEAMS - 3,000 PSI
<br />2. ALL CONCRETE IN EXCESS OF 4,000 PSI COMPRESSIVE STRENGTH SHALL BE
<br />PROPORTIONED WITH MAXIMUM WATER-TO-CEMENTITIOUS MATERIALS RATIO OF 0.40.
<br />3. AGGREGATES TO BE CLEAN AND WELL GRADED WITH A MAXIMUM SIZE OF 1" (3/4"
<br />NOMINAL)
<br />REINFORCING STEEL NOTES
<br />1. REINFORCING STEEL TO BE NEW HIGH STRENGTH STEEL DEFORMED AS PER ASTM
<br />A 305, AND CONFORMING TO ASTM A 615, GRADE 60. ALL REINFORCEMENT SHALL BE
<br />FREE OF SCALE, RUST OR OIL.
<br />2. REQUIRED CLEAR CONCRETE COVER TO REINFORCEMENT AS FOLLOWS:
<br />BOTTOM TOP SIDES
<br />FOOTINGS 3" 2" 3"
<br />SLABS 3/4" 3/4" 3/4"
<br />BEAMS 1 1/2" 1 1/2" 1 1/2"
<br />3. ALL FOOTING REINFORCEMENT SHALL BE SUPPORTED ON CHAIRS
<br />MASONRY NOTES:
<br />1. ALL MASONRY CONSTRUCTION SHALL CONFORM TO REQUIREMENTS OF ACI 530-11 "BUILDING
<br />CODE REQUIREEMENTS FOR MASONRY STRUCTURES" (LATEST APPLICABLE EDITION)
<br />2. ALL CONCRETE BLOCK TO CONFORM TO ASTM C 90, GRADE N, TYPE 11 (NON -MOISTURE
<br />CONTROLLED) WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF1900 PSI (PRISM
<br />STRENGTH OF MASONRY WALL 1500 PSI). MORTAR SHALL CONFORM TO ASTM C 270 TYPE
<br />M, WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2500 PSI (USE PORTLAND TYPE
<br />CEMENT). GROUT SHALL CONFORM TO ASTM C 476 WITH A MINIMUM 28-DAY COMPRESSIVE
<br />STRENGTH OF 2000 PSI.
<br />3. GROUT SLUMP SHALL BE BETWEEN 8 AND 10 INCHES. TO ASTM C 270.
<br />4. ALTERNATE HORIZONTAL JOINTS WITHIN MASONRY WALLS SHALL BE REINFORCED WITH
<br />9 GAUGE PRE -FABRICATED DEFORMED STEEL REINFORCEMENT (DUR-O-WALL OR
<br />APPROVED SUBSTITUTE - LADDER TYPE (REINFORCED MASONRY) OR TRUSS TYPE (UN -
<br />REINFORCED MASONRY), GALVANIZED AS PER ACI 530.1-95 2A.E.1. (INTERIOR WALLS) OR
<br />ACI 530.1-95 2.4.E.2. (EXTERIOR WALLS).
<br />5. ALL VERTICAL REINFORCEMENT, AS SPECIFIED ON PLANS, SHALL BE PLACED IN FULLY
<br />GROUTED CELLS. DOWELS SHALL BE PROVIDED TO ENSURE CONTINUITY OF
<br />REINFORCEMENT AT THE STRUCTURE ABOVE AND BELOW. ALL LAPS SHALL BE SPLICED
<br />MINIMUM 48 BAR DIAMETERS. ADDITIONAL VERTICAL WALL REINFORCEMENT SHALL BE
<br />PROVIDED AT ALL WALL ENDS, CORNERS, INTERSECTIONS AND AT ALL WALL OPENINGS
<br />NOT BOUND BY CONCRETE COLUMNS.
<br />6. PROVIDE CLEANOUT HOLES IN REINFORCED WALL CELLS AT BOTTOM OF EACH POUR.
<br />CLEAN CELLS FREE OF MORTAR AND DEBRIS. TIE VERTICAL REINFORCEMENT. MAXIMUM
<br />LIFT OF EACH POUR SHALL NOT EXCEED 4 FEET. MAXIMUM VERTICAL DROP FOR GROUTING
<br />SHALL NOT EXCEED 12 FEET. GROUT SHALL BE CONSOLIDATED BETWEEN LIFTS BY RODDING
<br />OR MECHANICAL VIBRATION. VERTICAL REINFORCEMENT WITHIN TERMINATING WALLS SHALL
<br />EXTEND TO 1 1/2" BELOW TOP OF CONCRETE CAP/TIE BEAM ABOVE.
<br />7. PROVIDE FULL MORTAR BED AT THE FIRST COURSE OF BLOCK WALLS (ABOVE) SUPPORTING
<br />SLAB, BEAM OR FOOTING) AND AT ALL COURSES OF PIERS, COLUMNS AND PILASTERS. MORTAR
<br />ALL FACE SHELLS AND HEAD JOINTS (MATCHING THE WIDTH OF FACE SHELL) OF REMAINING
<br />COURSES OF BLOCK WALLS. PROVIDE AT ALL WEBS ADJACENT TO GROUTED CELLS.
<br />8. ALL MASONRY WALLS SHALL BE PLACED IN RUNNING BOND WITH 50 PERCENT OVERLAP
<br />BETWEEN COURSES
<br />SEE LINTEL SCHEDULE THIS SHEET
<br />SEE LINTEL SCHEDULE
<br />THIS SHEET
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<br />°5 REBAR FOR
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<br />SIX
<br />NOT TO SCALE
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<br />4'-0" 3'-4'
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<br />19'-0'
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<br />12'-8"
<br />5'-7"
<br />12'-8'
<br />25'-10'
<br />12'-8'
<br />7'-III/2"
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<br />4'-10'
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<br />OUTSIDE BARS EXTEND
<br />AROUND CORNER - INSIDE
<br />BARS EXTEND AS FAR AS
<br />POSSIBLE AND BEND INTO
<br />1 I
<br />CORNER CELL
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<br />FUTURE SLAB LOCATION
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<br />SCALE 3/4' = 1'-0"
<br />HOOK BARS INTO
<br />BOND BEAM
<br />48 BAR DIA. - LAP
<br />SPLICE TYP
<br />REINFORCEMENT - SEE
<br />PLANS AND SECTIONS
<br />"9 WIRE LADDER TYPE
<br />HORIZONTAL REINFORCEMENT
<br />EVERY OTHER COURSE
<br />131'-4' % �0
<br />� FOUNDATION PLAN
<br />SCALE 1/8" = 1'-0"
<br />FOUNDATION PLAN NOTES:
<br />I. FOUNDATION DESIGN IS BASED ON 2000 PSI SOIL BEARING CONDITIONS - CONTRACTOR SHALL FIELD
<br />VERIFY THIS BY PROVIDING ARCHITECT WITH A SOILS REPORT PREPARED BY A REGESTERED FLORIDA
<br />ENGINEER PRIOR TO PROCEEDING WITH FOUNDATION WORK
<br />2 CONCRETE TO BE MINIMUM 3000 P.S.I.
<br />3 PROVIDE 4' CONCRETE FLOOR SLAB IN AREAS INDICATED ABOVE REINFORCED WITH WWF AND OVER
<br />A 6 MIL VAPOR BARRIER AND WELL COMPACTED TERMITE TREATED SOIL.
<br />4 STRUCTURAL SYSTEM HAS BEEN DESIGNED TO WITHSTAND ALL LOADS INDICATED ON SHEET SI.2
<br />INCLUDING THOSE REOUIRED BY THE APPLICABLE BUILDING CODES
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<br />CLEAN -OUT REOUIRED CONTROL JOINT
<br />AT ALL FILLED CELLS
<br />FOR HIGH LIFT GROUTING
<br />WIDE X I' DEEP SAW CUT CONTROL
<br />JOINT - LOCATE AS SHOWN ON PLAN ° ° ° '• ° v °
<br />WALL FOOTING
<br />TING
<br />CONSTRUCTION JOINT
<br />(METER KEY SHAPED CONSTRUCTION JOINT
<br />aL AT PROVIDE WHERE NEW CONCRETE IS
<br />ING PLACED ADJACENT TO CURED CONCRETE
<br />WHEN SLAB PLACEMENT EXCEEDS
<br />ONE DAY
<br />TYPICAL WALL
<br />9 REINFORCEMENT
<br />51
<br />.1 NOT TO SCALE
<br />6* 18 CA METAL STUDS AT 16* ON
<br />FASTENED TOMASONRY
<br />ANCHORSON
<br />CONCRETEO D
<br />WELDED
<br />VAPORWIRE FABRIC
<br />6 MIL BARRIER
<br />(I) °5 BAR CONTINUOUS
<br />---N
<br />WELL COMPACTED
<br />SOIL (98% PROCTOR )
<br />iD
<br />8'CONCRETE MASONRY
<br />UNITS REINF W/ (I) "5 4' CONCRETE FLOOR SLAB REINFORCED WITH
<br />ROD VERTICAL - AT 32' I 6 X 6 - 1.4 X 1.4 WELDED WIRE FABRIC
<br />ON CENTER , 6 MIL VAPOR TERMITE TREATED SOIL
<br />DISHED FLOOR ELEVATION I BARRIER
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<br />CONTINUOUS
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<br />SLAB DETAILS
<br />r4
<br />FOOTING F6 2
<br />51.1
<br />SCALE 3' = 1'-0"
<br />Si. ij
<br />SCALE 3' = 1'-0" 51•
<br />24, `—(2) 05 BARS
<br />CONTINUOUS
<br />FO O TING F2
<br />SCALE 3/4' = 1'-0'
<br />A"
<br />Revisions Date By
<br />REV PER BLDG DPT 9/8/21 MAJ
<br />Mark A. Jonnatti
<br />Florida AR 0010778
<br />JONNATTI
<br />ARCHITECTURE
<br />INCORPORATED
<br />21021 US Highway 19 N
<br />Clearwater, Florida 33765
<br />(727) 725-ARCH
<br />(727) 725-2603 fx
<br />www.jarch.com
<br />info@yarch.com
<br />® Jonnatti Architecture
<br />Incorporated 2021
<br />E OF' FLO
<br />9/0/2I
<br />ZEPHR
<br />RETAIL
<br />DEVELOPMENT
<br />US HWY 301
<br />GALL BLVD
<br />ZEPHYRHILLS
<br />FLORIDA
<br />33542
<br />FOUNDATION
<br />PLAN &
<br />DETAILS J
<br />(Drawn
<br />MAJ
<br />Check
<br />MAJ
<br />Date
<br />AUG 18, 2021
<br />Scale
<br />AS NOTED
<br />I
<br />�,obNo
<br />ZEPHR RB
<br />Sheet:
<br />•
<br />
|