|
8" THK MAT SLAB ON GRADE
<br />W/ #5 @ 12" O.C. E.W.
<br />OVER 15 MIL VAPOR BARRIER
<br />OVER COMPACT FILL
<br />12
<br />"
<br />TY
<br />P
<br />3
<br />-
<br />TYP @
<br />COLUMNS
<br />6"
<br />6"
<br />18"
<br />6"
<br />6"
<br />6"
<br />6"
<br />6"
<br />6"
<br />18"
<br />6"
<br />TYP
<br />6"
<br />18
<br />"
<br />TY
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<br />18
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<br />TY
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<br />18"
<br />6"
<br />6"
<br />6"
<br />6"
<br />18"
<br />18
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<br />18"
<br />COLUMNS & A.B.
<br />PER MFR
<br />2
<br />-TYP
<br />18
<br />"
<br />18"
<br />SCALE: 1/4" = 1'-0"
<br />FOUNDATION PLAN1
<br />SCALE: NTS
<br />TYPICAL FOUNDATION DETAIL AT FRAME ANCHORAGE 3
<br />SCALE: NTS
<br />TYPICAL FOUNDATION DETAIL 2
<br />SLAB ON GRADE
<br />PER PLAN
<br />1
<br />1
<br />/
<br />2
<br />"
<br />CL
<br />R
<br />FLOOR FINISH
<br />PER ARCHT'L
<br />0"
<br />
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<br />8"
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<br />18
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<br />T.O. SLAB
<br />EXTERIOR WALL
<br />PER MFR
<br />SLAB ON GRADE
<br />PER PLAN
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<br />1
<br />/
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<br />CL
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<br />FLOOR FINISH
<br />PER ARCHT'L
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<br />18
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<br />M
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<br />T.O. SLAB
<br />EXTERIOR WALL
<br />PER MFR
<br />6"
<br />MIN
<br />6"
<br />MIN
<br />COL W/ BASE PL
<br />PER MFR
<br />ANCHOR BOLT PER MFR
<br />EDGE OF FTG
<br />PER
<br />DET
<br />2
<br />-
<br />MAT SLAB THICKNESS
<br />PER PLAN
<br />(2) #5 CONT T & B
<br />#4 @ 12" O.C.
<br />EDGE OF FTG
<br />PER
<br />DET
<br />2
<br />-
<br />(2) #5 ADDT'L
<br />W/ STD HOOK ENDS @ COLUMNS
<br />#4 @ 12" O.C.
<br />@ COLUMNS
<br />5/8" DIA
<br />HEAVY HEX HEAD W/ 9" EMBED
<br />BASE PL PER MANUFACTURER ON RHINO
<br />SHEET F1 OF 2
<br />AND MANUFACTURER TO
<br />VERIFY/PROVIDE ANCHOR BOLT LAYOUT
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<br />tBP project number :
<br />architect
<br />THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION
<br />CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND
<br />SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART
<br />THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR
<br />OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT
<br />OF tBP/ARCHITECTURE.
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<br />21125.00
<br />XX/XX/2023
<br />ph: 714.667.2700
<br />SANTA ANA, CA 92701
<br />20 CIVIC CENTER PLAZA
<br />SANTA ANA PLANNING AND BUILDING AGENCY
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<br />E N G I N E E R S I N C
<br />2151 Michelson Dr. #240
<br />Irvine, CA 92612
<br />Tel. 949.679.0870
<br />Fax. 949.679.9370
<br />Project No.: J898
<br />V C A
<br />C I V I LQuality
<br />Service
<br />Commitment
<br />S T R U C T U R A L DBEMBE SBE
<br />GENERAL NOTES,
<br />PLAN AND DETAILS
<br />S-1
<br />1.DETAILS OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS
<br />THOSE SHOWN FOR SIMILAR CONDITIONS. REFER TO THE TYPICAL DETAIL
<br />SHEETS FOR TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS APPLY TO
<br />ALL CONSTRUCTION UNLESS SPECIFICALLY NOTED OR SHOWN OTHERWISE.
<br />WHERE CONDITIONS REQUIRE MODIFICATIONS OF A TYPICAL DETAIL, THE
<br />CONTRACTOR SHALL SUBMIT MODIFIED DETAIL FOR APPROVAL BY THE
<br />ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. DETAILS
<br />OF CONSTRUCTION NOT SHOWN SHALL BE OF SAME NATURE AS THOSE SHOWN
<br />FOR SIMILAR CONSTRUCTION.
<br />2.CONTRACTOR SHALL CONSIDER THE PROJECT SPECIFICATIONS A PART OF THE
<br />CONTRACT DOCUMENTS. WHERE INFORMATION IS CONFLICTING, SPECIFIC
<br />DETAILS SHALL GOVERN OVER TYPICAL DETAILS WHICH SHALL GOVERN OVER
<br />THESE NOTES WHICH SHALL GOVERN OVER SPECIFICATIONS.
<br />3.ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST
<br />ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE
<br />OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT (ARCH) OR STRUCTURAL
<br />ENGINEER OF RECORD (SEOR). ALL DIMENSIONS RELATED TO EXISTING
<br />CONDITIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR. DIMENSIONS
<br />ARE TO THE FACE OF STUDS, AND TO CENTERLINE OF COLUMNS UNO.
<br />4.IT IS THE CONTRACTOR'S RESPONSIBILITY TO IMMEDIATELY NOTIFY THE SEOR
<br />OF ANY CONFLICTS BETWEEN THE STRUCTURAL DRAWINGS AND OTHER
<br />DRAWINGS; OR EXISTING CONDITIONS NOT SHOWN OR DIFFERENT FROM
<br />THOSE SHOWN ON DRAWINGS PRIOR TO COMMENCEMENT OF WORK. THE
<br />CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF
<br />THE BUILDING THAT IS IN CONFLICT UNTIL THE CONFLICT IS RESOLVED WITH
<br />THE AFFECTED PARTIES.
<br />5.THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
<br />STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF
<br />CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT
<br />PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT
<br />ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION
<br />EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR
<br />SEOR SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS.
<br />6.SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL
<br />DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR
<br />GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS
<br />AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL
<br />ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF
<br />THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE SEOR
<br />SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL
<br />SPECIFIED ON THE STRUCTURAL DOCUMENTS.
<br />7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT
<br />SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF
<br />CALIFORNIA, LATEST EDITION, AND ALL OSHA REQUIREMENTS AS THEY APPLY
<br />TO THIS PROJECT. THE ARCHITECT, SEOR, AND THE OWNER DO NOT ACCEPT
<br />ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH
<br />THESE REQUIREMENTS.
<br />8.ALL WORK IS NEW (N) UNLESS INDICATED AS EXISTING (E).
<br />9.CONSTRUCTION MATERIALS SHALL BE DISTRIBUTED WHEN PLACED ON THE
<br />STRUCTURE SUCH THAT LOADS DO NOT EXCEED DESIGN LIVE LOADS OR
<br />RESULT IN AN UNBALANCED CONDITION.
<br />GENERAL NOTES:
<br />1.CODES:
<br />ALL WORK SHALL BE IN CONFORMANCE WITH THE CALIFORNIA
<br /> BUILDING CODE (CBC) 2022 EDITION, INCLUDING ALL AMENDMENTS.
<br /> ALL STANDARDS USED SHALL BE THE LATEST VERSION APPROVED
<br />BY THE CODE ENFORCEMENT AGENCY ON THE DATE OF THE PERMIT
<br />ISSUANCE UNLESS SPECIFICALLY NOTED OTHERWISE.
<br />2.DESIGN LIVE LOAD
<br />3.WIND DESIGN INFORMATION
<br />4.SEISMIC DESIGN INFORMATION
<br />STRUCTURAL DESIGN CRITERIA:
<br />RISK CATEGORY = II Kz = 0.96 Kd =0.85 Kzt = 1.0
<br />BASIC WIND SPEED V = 95 MPH (3 SEC GUST)EXPOSURE = C
<br />INTERNAL PRESSURE COEFF. = +/- 0.18
<br />I = 1.0 RISK CATEGORY = II SITE CLASS = D
<br />SS = 1.29 S1 = 0.46 SDS = 0.86 SD1 = 0.56
<br />SEISMIC DESIGN CATEGORY = D
<br />LOAD
<br />ROOF 20 PSF
<br />1.REINFORCING GRADES FOR CONCRETE OR MASONRY:
<br />2.MAINTAIN MINIMUM CONCRETE COVER FROM FACE OF CONCRETE TO EDGE OF
<br />ALL REINFORCEMENT AS FOLLOWS (U.N.O.):
<br />(SEE PLAN/ SECTION FOR CONCRETE W/ FIRE RATING.)
<br />PROVIDE THE LARGEST COVER REQUIRED FOR ALL APPLICABLE CONDITIONS.
<br />WHERE #3 STIRRUPS OR TIES ARE USED, ENSURE THAT THE COVER FOR
<br />LONGITUDINAL BARS IS ADEQUATE.
<br />3.REINFORCEMENT SHALL BE PLACED IN ACCORDANCE WITH THE CONCRETE
<br />REINFORCING STEEL INSTITUTE (CRSI) "MANUAL OF STANDARD PRACTICE".
<br />EACH REINFORCING BAR SHALL BE WIRED TO A CROSS BAR AT A MAXIMUM
<br />SPACING OF 24" O.C. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT
<br />REINFORCING IN POSITIONS SHOWN ON THE PLANS.
<br />4.SPLICES IN CONTINUOUS REINFORCEMENT AS USED IN WALLS, FOOTINGS,
<br />SLABS, ETC., SHALL HAVE A CLASS "B" LAP (1' - 6" MIN) AND THE SPLICES IN
<br />ADJACENT BARS SHALL BE NOT LESS THAN 5' - 0" APART. BARS MAY BE WIRED
<br />TOGETHER AT SPLICES OR LAPS EXCEPT FOR TOP REINFORCING OF BEAMS
<br />AND SLABS OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED.
<br />5.ALL DOWELS, ANCHOR BOLTS AND OTHER HARDWARE TO BE SET IN
<br />CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO
<br />WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED
<br />ITEMS SHALL BE PERFORMED DURING PLACEMENT OF CONCRETE.
<br />6.BEND REINFORCING BARS COLD.
<br />7.STEEL SHALL BE KEPT CLEAN AND FREE OF RUST.
<br />8.DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME
<br />GRADE, SIZE AND SPACING AS THE MAIN REINFORCING U.N.O.
<br />9.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN
<br />THE FINAL IN PLACE INSPECTION IS MADE.
<br />10.CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC
<br />COATED WHEN RESTING ON EXPOSED SURFACES.
<br />REINFORCING STEEL NOTES:
<br />ALL BARS EXCEPT THOSE TO BE WELDED
<br />ALL BARS TO BE WELDED
<br />ASTM A615, GRADE 60
<br />ASTM A706, GRADE 60
<br />CONDITION
<br />CONCRETE POURED AGAINST EARTH
<br />CONCRETE POURED IN FORMS AND
<br />EXPOSED TO WEATHER OR EARTH
<br />-#6 BARS AND LARGER
<br />-#5 BARS AND SMALLER
<br />STRUCTURAL SLABS ON GRADE
<br />-FROM BOTTOM OF SLAB
<br />-FROM TOP OF SLAB
<br />OTHER CONCRETE NOT EXPOSED TO WEATHER OR
<br />EARTH FOR #11 BARS AND SMALLER
<br />COVER
<br />3"
<br />2"
<br />1 1/2"
<br />1"
<br />2"
<br />1 1/2"
<br />1.SEE SOIL REPORT BY:
<br />REPORT NO.: DATED:
<br />SOILS REPORT SHALL BE CONSIDER A PART OF THESE CONSTRUCTION
<br />DOCUMENTS.
<br />2.
<br />3.THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND
<br />CONDITIONS INDICATED IN THE SOIL REPORT. THE GEOTECHNICAL ENGINEER
<br />SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE.
<br />4.SUBSURFACE SOIL PREPARATION:
<br />A. ALL EXISTING UNDOCUMENTED FILL SHALL BE REMOVED AND
<br /> RECOMPACTED. ALL TOPSOILS SHALL BE REMOVED AS REQUIRED BY
<br /> THE GEOTECHNICAL ENGINEER.
<br />B. GEOTECHNICAL ENGINEER SHALL BE RETAINED DURING THE
<br /> OVEREXCAVATION PROCESS. THE ACTUAL DEPTH OF REMOVAL WILL BE
<br /> DETERMINED DURING GRADING OPERATIONS.
<br />C. OFFSITE FILL MATERIAL SHALL BE APPROVED BY THE GEOTECHNICAL
<br /> ENGINEER PRIOR TO PLACEMENT.
<br />5.SPREAD FOOTINGS ARE CENTERED UNDER WALLS AND COLUMNS, UNO.
<br />6.FOOTING ELEVATIONS ARE NOTED ON THE PLANS AND DETAILS . IN ANY CASE,
<br />FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL OR ENGINEERED FILL
<br />OR BEDROCK , IN ACCORDANCE WITH THE SOIL REPORT AND DETAILS SHOWN.
<br />7.CONTRACTOR SHALL PROTECT ALL UTILITY LINES, ETC. ENCOUNTERED DURING
<br />EXCAVATION AND BACKFILLING.
<br />8.FOOTING BACKFILL AND UTILITY TRENCH BACKFILL WITHIN BUILDING AREA
<br />SHALL BE MECHANICALLY COMPACTED IN LAYERS WITH THE APPROVAL OF THE
<br />GEOTECHNICAL ENGINEER. FLOODING IS NOT PERMITTED.
<br />9.ALL TRENCHES SHALL COMPLY WITH APPLICABLE OSHA REQUIREMENTS.
<br />10.ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE
<br />SOIL BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY
<br />ATTAINS ITS FULL DESIGN STRENGTH.
<br />11.SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS,
<br />CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS
<br />NOT SHOWN ON THE STRUCTURAL PLANS.
<br />12.ALL GRADING, FOUNDATION FOOTINGS, AND DRAINAGE PLANS SHALL BE
<br />REVIEWED BY THE GEOTECHNICAL ENGINEER UPON SUBMITTAL. A CERTIFIED
<br />LETTER BY THE GEOTECHNICAL ENGINEER IS REQUESTED STATING THAT THE
<br />RECOMMENDATIONS CONTAINED WITHIN THE SOILS REPORT HAVE BEEN
<br />INCORPORATED INTO THE PROJECT PLANS AND SPECIFICATIONS PRIOR TO
<br />CONSTRUCTION.
<br />FOUNDATION AND SLAB ON GRADE NOTES:
<br />ALLOWABLE FTG VERTICAL BEARING PRESSURE
<br />DEAD LOAD + LIVE LOAD = ......................................................................1500 PSF
<br />DEAD LOAD + LIVE LOAD + LATERAL LOAD = .......................................2000 PSF
<br />ALLOWABLE FTG LATERAL BEARING PRESSURE IS 250 PSF PER FT OF DEPTH
<br />ALLOWABLE FTG COEFFICIENT OF FRICTION FOR SLIDING: 0.30
<br />GPI GEOTECHNICAL PROFESSIONAL INC
<br />3204.I 10/20/2023
<br />1.CONCRETE SHALL BE MIXED, PLACED AND CURED IN ACCORDANCE WITH ACI
<br />318, 2019 EDITION, AND PROJECT SPECIFICATIONS.
<br />2.CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN
<br />WALLS) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES,
<br />HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR
<br />TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL
<br />OF CONCRETE SHALL NOT EXCEED SIX FEET. A SUFFICIENT NUMBER OF
<br />CHUTES OR TRUNKS SHALL BE USED TO ENSURE THE CONCRETE IS KEPT
<br />LEVEL AT ALL TIMES.
<br />3.CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING
<br />THE ENTIRE SURFACE TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED IN
<br />THE MORTAR MATRIX. SLUSH WITH A COAT OF NEAT CEMENT BEFORE
<br />PLACING CONCRETE. SEE PLANS AND DETAILS FOR LOCATION AND TYPE OF
<br />CONSTRUCTION JOINT. LOCATIONS OF ADDITIONAL CONSTRUCTION JOINTS
<br />NOT SHOWN ON THESE PLANS SHALL BE SUBMITTED FOR APPROVAL BY THE
<br />EOR PRIOR TO PLACING ANY CONCRETE.
<br />4.STRUCTURAL CONCRETE SHALL MEET THE FOLLOWING DESIGN CRITERIA:
<br />a.MAXIMUM DRY WEIGHT OF LIGHTWEIGHT CONCRETE SHALL BE
<br /> 110 PCF .
<br />b.SLUMP MEASURED PRIOR TO SUPERPLASTICIZER, WHERE OCCURS.
<br />5.CONCRETE MIX DESIGN AND TESTING SHALL MEET THE REQUIREMENTS OF
<br />THE BUILDING CODE, AND SPECIFICATIONS. ALL CONCRETE MIXES SHALL BE
<br />DESIGNED BY A RECOGNIZED TESTING LAB STAMPED AND SEALED BY A
<br />LICENSED CALIFORNIA CIVIL ENGINEER AND SUBMITTED TO THE SEOR FOR
<br />REVIEW PRIOR TO CONCRETE PLACEMENT. STRUCTURAL CONCRETE MIXES
<br />SHALL CONSIST OF 5 SACK MINIMUM U.N.O.
<br />6.AGGREGATES IN NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33
<br />(HARDROCK).
<br />7.COMPRESSIVE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE
<br />BUILDING DEPARTMENT AND THE SEOR.
<br />8.PORTLAND CEMENT SHALL BE AS NOTED ABOVE FOR ALL CONCRETE
<br />CONFORMING TO ASTM C150, LOW ALKALI. MILL TESTS WITH CERTIFICATES OF
<br />COMPLIANCE SHALL BE SUBMITTED.
<br />9.FLY ASH OR OTHER POZZOLANS CONFORMING TO ASTM C618 CLASS N OR F
<br />MAY BE USED AS A PARTIAL SUBSTITUTION FOR PORTLAND CEMENT UP TO A
<br />MAXIMUM OF 15% TOTAL CEMENTITIOUS MATERIALS BY WEIGHT IF THE MIX
<br />DESIGN IS PROPORTIONED PER ACI 318, SECTION 26.4.3.
<br />10.CONCRETE MIXING OPERATIONS, ETC. SHALL CONFORM TO ASTM C94.
<br />11.LEAN CONCRETE, WHERE SPECIFICALLY INDICATED, SHALL CONTAIN 2 SACKS
<br />OF CEMENT PER CUBIC YARD OF CONCRETE.
<br />12.DRYPACK OR NONSHRINK GROUT SHALL HAVE A MINIMUM 28 DAY
<br />COMPRESSIVE STRENGTH OF 2 TIMES THE SUPPORTING CONCRETE
<br />STRENGTH, AND SHALL BE OF FIVE STAR GROUT, SIKA GROUT 212, OR
<br />APPROVED EQUAL WITH VALID CODE REPORT (LARR,ICC,ESR,IAPMO ER).
<br />FOR THICK GROUT LAYERS FOLLOW MANUFACTURER'S GUIDELINES TO ATTAIN
<br />THE REQUIRED STRENGTH, WHICH MAY INCLUDE THE ADDITION OF PEA
<br />GRAVEL.
<br />13.DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER
<br />USED IN MIX SHALL BE CLEAN AND POTABLE.
<br />14.PRIOR TO ERECTING ANY ELEMENTS THAT LOAD THE FOUNDATION,
<br />CONCRETE MUST REACH AN UNCONFINED COMPRESSION STRENGTH OF 2000
<br />PSI MINIMUM AS DETERMINED BY TESTING OR PREVIOUSLY DOCUMENTED
<br />DATA FOR THE MIX DESIGN USED UNDER SIMILAR CONDITIONS, AND MUST BE
<br />ALLOWED TO CURE FOR A MINIMUM OF 3 DAYS.
<br />15.FOR INTERIOR SLABS-ON-GRADE AND ALL OTHER SLABS RECEIVING ADHERED
<br />FLOORING FINISHES (I.E., GLUED, ETC.), THE MAXIMUM W/C RATIO SHALL NOT
<br />EXCEED 0.45. CURING COMPOUNDS USED ON CONCRETE THAT IS TO RECIEVE
<br />FINISHES SHALL BE COMPATIBLE WITH TILE AND ADHESIVES OR GROUTS IN
<br />ACCORDANCE WITH MANUFACTURER'S DATA AND BE APPROVED BEFORE USE.
<br />16.MAINTAIN CONCRETE ABOVE 50 DEGREES FAHRENHEIT AND IN A MOIST
<br />CONDITION FOR A MINIMUM OF 7 DAYS AFTER PLACEMENT UNLESS
<br />OTHERWISE ACCEPTED BY SEOR.
<br />17.SEE ARCHITECT'S PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS,
<br />CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS
<br />NOT SHOWN ON THE STRUCTURAL PLANS.
<br />18.EXPOSED CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC. SHALL BE
<br />FORMED WITH 3/4" CHAMFER, U.N.O.
<br />STRUCTURAL CONCRETE NOTES:
<br />LOCATION
<br />MIN 28-DAY
<br />COMP
<br />STRENGTH
<br />FOUNDATIONS
<br />STEM WALLS, PILASTER 4000 PSI NWC 1 1/2"0.45 4"II / V
<br />CONC
<br />TYPEa
<br />MAX
<br />AGGR.
<br />SIZE
<br />MAX
<br />W/C
<br />RATIO
<br />MAX
<br />SLUMPb CEMENT
<br />TYPE
<br />4000 PSI NWC 1"0.50 6"II / VALL OTHER STRUCTURAL
<br />CONCRETE NO NOTED..
<br />1.THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE
<br />INSPECTIONS DURING CONSTRUCTION. THE SPECIAL INSPECTOR SHALL BE A
<br />QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE
<br />SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR
<br />TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.
<br />2.SPECIAL INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE
<br />PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH
<br />WORK WITHOUT SPECIAL INSPECTION. APPROVED FABRICATORS MUST SUBMIT A
<br />CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATIONS SUCH AS STRUCTURAL
<br />STEEL, PRECAST CONCRETE, GLUED LAMINATED TIMBER, ETC.
<br />3.ALL INSPECTIONS SHALL BE PERFORMED BY INDEPENDENT SPECIAL INSPECTORS.
<br />JOB SITE VISITS BY THE STRUCTURAL ENGINEER OR BUILDING OFFICIAL DO NOT
<br />CONSTITUTE AND ARE NOT A SUBSTITUTE FOR INSPECTIONS BY A SPECIAL
<br />INSPECTOR.
<br />4.ALL INSPECTION REPORTS SHALL BE SUBMITTED TO BUILDING OFFICIAL AND SEOR.
<br />THE FINAL REPORTS BY THE SPECIAL INSPECTOR(S) MUST CERTIFY THAT THE
<br />ENTIRE STRUCTURAL SYSTEM COMPLIES WITH THE APPROVED PLANS AND
<br />SPECIFICATIONS.
<br />5.IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT THESE
<br />INSPECTIONS ARE PERFORMED.
<br />6.WORK REQUIRING SPECIAL INSPECTION SHALL BE INSPECTED BY THE SPECIAL
<br />INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS PERFORMED AND
<br />AT THE COMPLETION OF WORK. CONTINUOUS INSPECTION CONSISTS OF FULL-TIME
<br />INSPECTION; PERIODIC INSPECTION CONSISTS OF PART-TIME OR INTERMITTENT
<br />INSPECTION.
<br />7.THE FOLLOWING SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTIONS BY THE
<br />BUILDING OFFICIAL. THIS LIST IS NOT INTENDED TO BE ALL INCLUSIVE.
<br />FOR SI: 1 INCH = 25.4 MM
<br />a. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11, SPECIAL INSPECTIONS FOR
<br />SEISMIC RESISTANCE.
<br />b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTIONS SHALL BE INCLUDED IN
<br />THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE
<br />IN ACCORDANCE WITH ACI 355.2 OR SHALL BE APPROVED BY THE BUILDING
<br />OFFICIAL PRIOR TO COMMENCEMENT OF THE WORK.
<br />c. INSTALLATION OFF ALL ADHESIVE ANCHORS IN THE HORIZONTAL AND UPWARDS
<br />INCLINED POSITIONS SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIED
<br />ANCHOR INSTALLER
<br />STATEMENT OF SPECIAL INSPECTIONS:
<br />TABLE 1705.3
<br />REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
<br />VERIFICATION AND INSPECTION CONTI-
<br />NUOUS
<br />PERI-
<br />ODIC
<br />REFERENCED
<br />STANDARDa CBC
<br />REFERENCE
<br />1. INSPECTION OF REINFORCING STEEL,
<br />INCLUDING PRESTRESSING
<br />TENDONS, AND PLACEMENT
<br />-X ACI 318: 3.5,
<br />7.1-7.7 -
<br />---AWS D1.4;
<br />ACI 318: 3.5.2
<br />2. INSPECTION OF REINFORCING STEEL
<br />WELDING IN ACCORDANCE
<br />WITH TABLE 1705A.2.1, ITEM 5B.
<br />3.INSPECTION OF ANCHORS TO BE
<br />INSTALLED IN CONCRETE PRIOR TO
<br />AND DURING PLACEMENT OF CONCRETE
<br />WHERE ALLOWABLE LOADS
<br />HAVE BEEN INCREASED OR WHERE
<br />STRENGTH DESIGN IS USED.
<br />X -ACI 318: 8.1.3,
<br />21.2.8
<br />1908.5,
<br />1909.1
<br />4.INSPECTION OF ANCHORS POST-
<br />INSTALLED IN HARDENED CONCRETE.b -X
<br />ACI 318: 3.8.6,
<br />8.1.3,
<br />21.2.8
<br />1909.1
<br />5. VERIFYING USE OF REQUIRED
<br />DESIGN MIX.-X ACI 318: CH 4,
<br />5.2-5.4
<br />1904.2,
<br />1910.2,
<br />1910.3
<br />6.AT THE TIME FRESH CONCRETE IS
<br />SAMPLED TO FABRICATE SPECIMENS
<br />FOR STRENGTH TESTS, PERFORM
<br />SLUMP AND AIR CONTENT TESTS,
<br />AND DETERMINE THE TEMPERATURE
<br />OF THE CONCRETE
<br />X -
<br />ASTM C172
<br />ASTM C31;
<br />ACI 318: 5.6, 5.8
<br />1910.10
<br />7. INSPECTION FOR MAINTENANCE OF
<br />SPECIFIED CURING TEMPERATURE
<br />AND TECHNIQUES
<br />-X ACI 318:
<br />5.11-5.13 1910.9
<br />-X ACI 318: 6.1.1 -
<br />8. INSPECT FORMWORK FOR SHAPE,
<br />LOCATION AND DIMENSIONS OF
<br />THE CONCRETE MEMBER BEING
<br />FORMED.c
<br />TABLE 1705.6
<br />REQUIRED VERIFICATION AND INSPECTION OF SOILS
<br />VERIFICATION AND INSPECTION TASK
<br />CONTINUOUS
<br />DURING
<br />TASK LISTED
<br />PERIODICALLY
<br />DURING
<br />TASK LISTED
<br />-X
<br />-X
<br />-X
<br />X -
<br />-X
<br />1.VERIFY MATERIALS BELOW SHALLOW
<br />FOUNDATIONS ARE ADEQUATE TO
<br />ACHIEVE THE DESIGN BEARING CAPACITY
<br />2.VERIFY EXCAVATIONS ARE EXTENDED TO
<br />PROPER DEPTH AND HAVE REACHED
<br /> PROPER MATERIAL.
<br />3.PERFORM CLASSIFICATION AND TESTING
<br />OF COMPACTED FILL MATERIALS.
<br />4. VERIFY USE OF PROPER MATERIALS,
<br />DENSITIES AND LIFT THICKNESSES DURING
<br />PLACEMENT AND COMPACTION OF
<br />COMPACTED FILL.
<br />5.PRIOR TO PLACEMENT OF COMPACTED
<br />FILL, OBSERVE SUBGRADE AND VERIFY
<br />THAT SITE HAS BEE N PREPARED
<br />PROPERLY.
<br />Signed
<br />11/9/2023
<br />1202 W Edinger
<br />Ave10/3/2024
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