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<br />R E V I S I O N S
<br />Project Manager:
<br />Date:
<br />Project Number:
<br />Scale:
<br />S H E E T N U M B E R
<br />D.Z.
<br />S.2406061 Sh
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<br />P L U M P E N G I N E E R I N G I N C.
<br />914 E. KATELLA AVENUE
<br />ANAHEIM, CALIFORNIA 92805
<br />P (714) 385-1835, F (714) 385-1834
<br />www.peica.com
<br />CONSULTING ENGINEERS
<br />STRUCTURAL, MECHANICAL, PLUMBING,
<br />ELECTRICAL, CIVIL, SURVEYING,
<br />ARCHITECTURAL
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<br />NOT FOR CONSTRUCTION
<br />A N I N -H O U S E Q U A L I T Y C O N T R O L A N D
<br />INTERFACE HAS NOT BEEN COMPLETED AND
<br />BUILDING DEPARTMENT REVISIONS HAVE NOT
<br />B E E N A D D E D T O T H E S E C O N S T R U C T I O N
<br />D R A W I N G S . T H E A R C H I T E C T A N D H I S
<br />CONS ULTANTS AS SUME NO RES PONS IBILITY
<br />F O R C O N S T R U C T I O N B I D S O R
<br />C O NST RUCT ION PE RF O RM E D F ROM THESE
<br />D R A W I N G S . .
<br />Stamp:
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<br />7/22/24
<br />07/01/2024
<br />S001
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<br />S
<br />GENERAL REQUIREMENTS
<br />1.NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN
<br />CONSENT OF THE ENGINEER OR ARCHITECT.
<br />2.ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE
<br />CONTRACTOR AT THE SITE.
<br />3.CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN
<br />ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC
<br />AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES,
<br />AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA.
<br />4.GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS,
<br />AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION.
<br />5.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK,
<br />INCLUDING THAT OF ALL SUB-TRADES.
<br />6.GENERAL CONTRACTOR SHALL NOTIFY ENGINEER AND ARCHITECT IMMEDIATELY OF ANY
<br />DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS.
<br />7.ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE LOCAL BUILDING
<br />CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND
<br />BUILDING ORDINANCES.
<br />8.ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS
<br />ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS
<br />MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE.
<br />9.THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE
<br />CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL
<br />CONTRACTOR SHALL NOT PROCEED WITH ANY CHANGES WITHOUT THE WRITTEN APPROVAL
<br />OF THE OWNER.
<br />10.ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE
<br />APPROVED IN WRITING BY THE OWNER.
<br />11.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING
<br />DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE
<br />STRUCTURE MAY BE SUBJECTED.
<br />12.SEE ARCHITECT'S SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS, IF APPLICABLE.
<br />13.ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE
<br />DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND
<br />SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN
<br />FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED.
<br />14.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND
<br />DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE
<br />AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
<br />METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO
<br />BRACING AND SHORING. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE
<br />ARCHITECT OR ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES
<br />OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE
<br />ARCHITECT OR ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM
<br />CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS.
<br />THESE SUPPORT SERVICES PERFORMED BY THE ARCHITECT OR ENGINEER, WHETHER OF
<br />MATERIAL OR WORK, AND FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN
<br />ACHIEVING COMPLIANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE
<br />CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF
<br />CONSTRUCTION.
<br />15.THE SHOP DRAWING REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE
<br />SUBMITTED FABRICATION OR SHOP DRAWING HAVE BEEN AS FOLLOWS:
<br />A.INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL
<br />CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING
<br />CHECKER WITH THEIR SIGNATURES.
<br />B.APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS
<br />CONFORMING TO THE CONSTRUCTION DOCUMENTS.
<br />C.CONTRACTOR TO SUBMIT THE DESIRED NUMBER HARD COPIES OF SHOP DRAWINGS
<br />PLUS TWO EXTRA SETS TO ENGINEER FOR REVIEW. IF PDF'S ARE SUBMITTED THE NUMBER
<br />OF COPIES PRINTED OUT WILL BE CHARGED AT THE CONTRACTORS EXPENSE. THE FULL
<br />AMOUNT OF THE PRINTS SHALL BE PAID BEFORE THE REVIEWED DRAWINGS WILL BE
<br />RELEASED.
<br />D.SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
<br />16.STRUCTURAL OBSERVATION WILL BE PERFORMED BY AN ENGINEER OR ARCHITECT
<br />EMPLOYED BY THE OWNER. THIS DESIGNATED INDIVIDUAL SHALL CONFORM TO THE
<br />REQUIREMENTS AS STATED IN CBC CHAPTER 17.
<br />SPECIAL INSPECTION ABBREVIATIONS
<br />SPECIAL INSPECTION BY A DEPUTY REGISTERED INSPECTOR APPROVED BY THE BUILDING DEPARTMENT SHALL BE
<br />PROVIDED FOR THE FOLLOWING: (UNLESS NOTED OTHERWISE.)
<br />SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING:
<br />PLACEMENT OF ALL CONCRETE WITH f'c OF GREATER THAN 2,500 PSI
<br />BOLTS INSTALLED IN CONCRETE. PRIOR TO PLACEMENT OF CONCRETE AROUND BOLTS.
<br />SPECIAL MOMENT-RESISTING CONCRETE FRAME.
<br />REINFORCING STEEL AND PRESTRESSING STEEL TENDONS.
<br />4.1 DURING ALL STRESSING AND GROUTING OF TENDONS IN PRESTRESSED CONCRETE.
<br />4.2 DURING PLACING OF REINFORCING STEEL AND PRESTRESSING TENDONS FOR ALL CONCRETE REQUIRED TO
<br />HAVE SPECIAL INSPECTION BY ITEM 1.
<br />WELDING1
<br />5.1 CONTINUOUS INSPECTIONS DURING WELDING OF ANY MEMBER OR CONNECTION EXCEPT:
<br />●WELDING DONE IN AN APPROVED FABRICATOR'S SHOP.
<br />PERIODIC INSPECTION IS REQUIRED FOR:1
<br />●SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16"
<br />●FLOOR AND ROOF DECK WELDING
<br />●WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM OR COMPOSITE SYSTEMS.
<br />●WELDED SHEET STEEL FOR COLD-FORMED STEEL FRAMING MEMBERS-SUCH AS STUDS AND JOISTS
<br />●WELDING OF STAIRS AND RAILING SYSTEMS
<br />5.2 SPECIAL MOMENT-RESISTING STEEL FRAMES.
<br />●NON-DESTRUCTIVE TESTING IS ALSO REQUIRED.
<br />5.3 WELDING OF REINFORCING STEEL.
<br />HIGH STRENGTH BOLTING
<br />STRUCTURAL MASONRY
<br />7.1 OTHER THAN FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY, DURING PREPARATION AND TAKING OF
<br />ANY REQUIRED PRISMS OR TEST SPECIMENS, PLACING OF ALL MASONRY UNITS, PLACEMENT OF
<br />REINFORCEMENT, INSPECTION OF GROUT SPACE, IMMEDIATELY PRIOR TO CLOSING OF CLEANOUTS, AND
<br />DURING ALL GROUTING OPERATIONS.
<br />7.2 FOR FULLY GROUTED OPEN-END HOLLOW-UNIT MASONRY DURING PREPARATION AND TAKING OF ANY
<br />REQUIRED PRISMS OR TEST SPECIMENS, AT THE START OF LAYING UNITS, AFTER THE PLACEMENT OF
<br />REINFORCING STEEL, GROUT SPACE PRIOR TO EACH GROUTING OPERATION, AND DURING ALL GROUTING
<br />OPERATIONS.
<br />8.DURING MIXING AND PLACING OF CLASS B REINFORCED GYPSUM CONCRETE.
<br />9.DURING APPLICATION OF INSULATING CONCRETE FILL WHEN PART OF A STRUCTURAL SYSTEM.
<br />10.SPRAY APPLIED FIRE PROOFING.
<br />11.PILING, DRILLED PIERS AND CAISSONS. DURING DRIVING AND CONSTRUCTION OF CAST-IN-PLACE DRILLED
<br />PILES OR CAISSONS.
<br />12.SHOTCRETE. DURING THE TAKING OF TEST SPECIMINES AND PLACING OF ALL SHOTCRETE.
<br />13.SPECIAL GRADING, EXCAVATION AND FILLING. DURING EARTH-WORK EXCAVATIONS, GRADING AND
<br />FILLING OPERATIONS INSPECTIONS ARE TO SATISFY REQUIREMENTS OF THE GRADING SECTION OF THE CODE.
<br />14.SMOKE CONTROL SYSTEMS. SEE ARCHITECT FOR ADDITIONAL INFORMATION IF REQUIRED.
<br />* REFER TO 2022 C.B.C.
<br />ADDITIONAL SPECIAL INSPECTION ITEMS SPECIFIC TO THIS JOB:
<br />A.VERIFY THAT THE SOILS CONDITIONS ARE IN SUBSTANTIAL CONFORMANCE WITH THE SOILS INVESTIGATION
<br />REPORT.
<br />B.VERIFY THAT THE FOOTING EXCAVATIONS EXTEND TO THE PROPER BEARING STRATUM.
<br />C.ALL EXPANSION ANCHOR INSTALLATIONS INCLUDING CLEANOUT AND TORQUE TEST.
<br />D.ALL EPOXY ANCHOR SYSTEMS INCLUDING CLEANOUT AND INSTALLATION.
<br />E.PLACEMENT OF ANCHOR BOLTS FOR COLUMNS PRIOR TO PLACING CONCRETE.
<br />THE PERMIT APPLICATION SHALL RETAIN A RESPONSIBLE ENGINEER APPROVED BY THE BUILDING OFFICIAL TO
<br />ENSURE THAT:
<br />A.ALL ELEMENTS OF CONSTRUCTION WHICH REQUIRE SPECIAL INSPECTION ARE INSPECTED BY QUALIFIED
<br />DEPUTY INSPECTORS APPROVED BY THE BUILDING OFFICIAL; AND
<br />B.
<br />ALL CODE DEFICIENCIES DETECTED AND DEVIATIONS FROM THE APPROVED PLANS ARE BROUGHT TO THE
<br />ATTENTION OF THE CONTRACTOR FOR CORRECTION, AND IF NOT CORRECTED, REVISED DESIGNS TO
<br />OVERCOME THE DEFICIENCY SHALL BE PREPARED BY THE DESIGN ENGINEER OR ARCHITECT OF RECORD FOR
<br />APPROVAL BY THE BUILDING OFFICIAL; AND
<br />C.ALL CORRECTIVE WORK REQUIRED IS COMPLETED IN ACCORDANCE WITH APPROVED PLANS,
<br />SPECIFICATIONS, AND CITY ADOPTED CODES.
<br />FOOTNOTES:
<br />1.PERIODIC INSPECTION TO BE PERFORMED BY THE SPECIAL INSPECTOR:
<br />·INSPECTOR MUST BE PRESENT DURING THE START OF WELDING.
<br />·INSPECT 20% OF EVERY DIFFERENT TYPE OF WELDED CONNECTION, 3 MINIMUM.
<br />·INSPECTOR MUST BE PRESENT INTERMITTENTLY EVERY DAY WELDING IS PERFORMED.
<br />·INSPECTOR MUST BE PRESENT AT COMPLETION OF WELDING.
<br />·INSPECTOR MUST CONDUCT A FINAL INSPECTION OF ALL WELDS.
<br />A FINAL INSPECTION REPORT, SIGNED BY THE SPECIAL INSPECTOR AND THE RESPONSIBLE ENGINEER, IS SUBMITTED TO THE
<br />BUILDING OFFICIAL UPON THE COMPLETION OF EACH ELEMENT REQUIRING SPECIAL INSPECTION. THE REPORT MUST
<br />CERTIFY THAT THE WORK WAS IN COMPLIANCE WITH APPROVED PLANS, SPECIFICATIONS AND APPLICABLE CITY CODES
<br />INCLUDING ANY AUTHORIZED CHANGES TO THE PLANS.
<br />A.B.ANCHOR BOLT
<br />ABV.ABOVE
<br />A/C.AIR CONDITIONING
<br />ALT.ALTERNATE
<br />ARCH'L ARCHITECTURAL
<br />@ AT
<br />BLK.BLOCK
<br />BLK'G BLOCKING
<br />BM.BEAM
<br />B.N.BOUNDARY NAIL
<br />C CAMBER
<br />CENTERLINE
<br />C.J.CEILING JOIST
<br />C.J.P.COMPLETE JOINT PENETRATION
<br />COL.COLUMN
<br />CONC.CONCRETE
<br />CONT.CONTINUOUS
<br />D OR d NAIL PENNY
<br />DBL.DOUBLE
<br />DF.DOUGLAS FIR
<br />DFPT DOUGLAS FIR
<br />PRESSURE TREATED
<br />Ø DIAMETER
<br />DO REPEAT FRAMING
<br />E.F.EACH FACE
<br />ELEV.ELEVATION
<br />EQ.EQUAL
<br />EQUIP.EQUIPMENT
<br />E.W.EACH WAY
<br />E.N.EDGE NAIL
<br />(E)EXISTING
<br />EXT.EXTERIOR
<br />FLR.FLOOR
<br />F.O.B FACE OF BEAM
<br />F.O.S.FACE OF STUD
<br />FTG.FOOTING
<br />F.G.FINISH GRADE
<br />F.J.FLOOR JOIST
<br />F.N.FIELD NAIL
<br />F.V.FIELD VERIFY
<br />GA.GAUGE
<br />GALV.GALVANIZED
<br />GLB.GLUE LAMINATED BEAM
<br />HDR.HEADER
<br />HORIZ.HORIZONTAL
<br />INSP.INSPECTION
<br />INT.INTERIOR
<br />JST.JOIST
<br />LVL LAMINATED VENEER LUMBER
<br />MAX.MAXIMUM
<br />MECH.MECHANICAL
<br />MFGR.MANUFACTURER
<br />MIN.MINIMUM
<br />MTL.METAL
<br />N.T.S.NOT TO SCALE
<br />O/OVER
<br />O.C.ON CENTER
<br />O.H.OTHER HAND
<br />OPNG.OPENING
<br />PL PLATE
<br />PSL PARALLEL STRAND LUMBER
<br />R.R.ROOF RAFTERS
<br />R.J.ROOF JOIST
<br />REINF.REINFORCING
<br />REQ'D REQUIRED
<br />R.O.ROUGH OPENINGS
<br />RTU ROOF TOP UNIT
<br />SHGT.SHEATHING
<br />SIM.SIMILAR
<br />SMS SHEET METAL SCREW
<br />SQ.SQUARE
<br />STD.STANDARD
<br />STIFF.STIFFENER
<br />SPECS.SPECIFICATIONS
<br />T&B TOP & BOTTOM
<br />T&G TONGUE & GROOVE
<br />THR'D THREADED
<br />TYP.TYPICAL
<br />U.N.O.UNLESS NOTED OTHERWISE
<br />VERT.VERTICAL
<br />W/WITH
<br />W.P.WORKING POINT
<br />W.W.F.WELDED WIRE FABRIC
<br />0.NO SPECIAL INSPECTION REQUIRED.
<br />F.POST-TENSIONING.
<br />ALL CONCRETE CONSTRUCTION SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF THE ACI
<br />CODE AND SPECIFICATIONS (ACI 318, ACI 301). THE FOLLOWING NOTES ARE PROVIDED FOR USE
<br />AS A GUIDE TO ALL REQUIREMENTS.
<br />1.MATERIALS FOR CONCRETE:
<br />A.CEMENT SHALL CONFORM TO THE APPROPRIATE SPECIFICATION LISTED BELOW:
<br />·PORTLAND CEMENT, "SPECIFICATION FOR PORTLAND CEMENT" (ASTM C-150).
<br />·PORTLAND BLAST-FURNACE SLAG CEMENT OR PORTLAND-POZZOLAN CEMENT,
<br />"SPECIFICATION FOR BLENDED
<br />·UNLESS OTHERWISE PERMITTED OR REQUIRED, CEMENT SHALL BE TYPE I OR TYPE
<br />II, ASTM C-150
<br />·THE CEMENT USED IN THE WORK SHALL CORRESPOND TO THAT UPON WHICH
<br />THE SELECTION OF CONCRETE PROPORTIONS WAS BASED.
<br />B.ADMIXTURES SHALL NOT BE USED WITHOUT WRITTEN CONSENT OF THE ENGINEER.
<br />C.WATER:
<br />·MIXING WATER FOR CONCRETE SHALL CONFORM TO THE REQUIREMENTS FOR
<br />WATER SPECIFIED IN ASTM C-94/C94M.
<br />D.AGGREGATES:
<br />·AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO
<br />"SPECIFICATION FOR CONCRETE AGGREGATES" (ASTM C-33).
<br />·FINE AND COARSE AGGREGATES SHALL BE REGARDED AS SEPARATE
<br />INGREDIENTS. EACH SIZE OF COARSE AGGREGATE, A WELL AS THE
<br />COMBINATION OF SIZES WHEN TWO OR MORE ARE USED, SHALL CONFORM TO
<br />THE APPROPRIATE GRADING REQUIREMENTS OF THE APPLICABLE ASTM
<br />SPECIFICATIONS.
<br />CONCRETE
<br />2. PROPORTIONING:
<br />A.GENERAL:
<br />CONCRETE FOR ALL PARTS OF THE WORK SHALL BE OF THE SPECIFIED QUALITY
<br />CAPABLE OF BEING PLACED WITHOUT EXCESSIVE SEGREGATION AND, WHEN
<br />HARDENED, OF DEVELOPING ALL CHARACTERISTICS REQUIRED BY THESE
<br />SPECIFICATIONS AND THE CONTRACT DOCUMENTS.
<br />B.STRENGTH: THE SPECIFIED COMPRESSIVE STRENGTH OF THE CONCRETE (F'c) FOR
<br />EACH PORTION OF THE STRUCTURE SHALL BE AS DESIGNATED BELOW. STRENGTH
<br />REQUIREMENTS SHALL BE BASED ON 28-DAY COMPRESSIVE STRENGTH, UNLESS A
<br />DIFFERENT TEST AGE IS SPECIFIED.
<br />SLAB-ON-GRADE 4000 PSI
<br />CONT. FTG'S 4000 PSI
<br />PAD FTG'S 4000 PSI
<br />DRYPACK OR GROUT FOR BASE PLATES 5000 PSI
<br />C.SLUMP:
<br />UNLESS OTHERWISE PERMITTED OR SPECIFIED, THE CONCRETE SHALL BE
<br />PROPORTIONED AND PRODUCED TO HAVE A SLUMP OF 4 IN. OR LESS IF
<br />CONSOLIDATION IS TO BE BY VIBRATION, 5 IN. OR LESS IF CONSOLIDATION IS TO BE
<br />BY METHODS OTHER THAN VIBRATIONS.
<br />D.WATER CEMENT RATIO:
<br />THE MAXIMUM WATER/CEMENT RATIO IS TO BE 0.50.
<br />E.FINE AGGREGATE:
<br />FINE AGGREGATE NOT TO EXCEED 50% OF AGGREGATE CONTENT.
<br />F.COARSE AGGREGATE:
<br />THE NOMINAL MAXIMUM SIZE OF THE AGGREGATE SHALL NOT BE MORE THAN
<br />ONE-FIFTH OF THE NARROWEST DIMENSION BETWEEN SIDES OF THE FORMS,
<br />ONE-THIRD OF THE DEPTHS OF SLABS, NOR THREE-FOURTHS OF THE MINIMUM CLEAR
<br />SPACING BETWEEN REINFORCING BARS. THESE LIMITATIONS MAY BE WAIVED IF, IN
<br />THE JUDGMENT OF THE ENGINEER, WORKABILITY AND METHODS OF CONSOLIDATION
<br />ARE SUCH THAT THE CONCRETE CAN BE PLACED WITHOUT HONEYCOMB OR VOIDS.
<br />NO MORE THAN 50% OF THE COARSE AGGREGATE SHALL BE 3/8" OR SMALLER
<br />UNLESS APPROVED BY EOR.
<br />G.ADMIXTURES:
<br />IF PERMITTED, ADMIXTURES USED SHALL BE SUBJECT TO THE LIMITATIONS BELOW:
<br />1.THE AMOUNT OF CALCIUM CHLORIDE SHALL NOT EXCEED 2 PERCENT BY
<br />WEIGHT OF CEMENT. THE AMOUNT OF CALCIUM CHLORIDE SHALL BE
<br />DETERMINED BY THE METHOD DESCRIBED IN AASHTO T260.
<br />2.FOR PRESTRESSED CONCRETE AND FOR ALL CONCRETE WHICH WILL CONTAIN
<br />EMBEDMENTS OF OR REMAIN IN CONTACT WITH ALUMINUM OR GALVANIZED
<br />METAL, IT SHALL BE DEMONSTRATED BY TEST THAT THE MIXING WATER OF THE
<br />CONCRETE, INCLUDING THAT CONTRIBUTED BY THE AGGREGATES AND ANY
<br />ADMIXTURES USED, WILL NOT CONTAIN A DELETERIOUS AMOUNT OF CHLORIDE
<br />ION, UNLESS PROTECTIVE MEASURES ACCEPTABLE TO THE ENGINEER ARE
<br />PROVIDED.
<br />3.ALL ADMIXTURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S
<br />INSTRUCTIONS EXCEPT AS OTHERWISE SPECIFIED HEREIN.
<br />F.SELECTION OF PROPORTIONS:
<br />THE PROPORTIONS OF INGREDIENTS SHALL BE SUCH AS TO PRODUCE A MIXTURE
<br />WHICH WILL WORK READILY INTO THE CORNERS AND ANGLES OF THE FORMS AND
<br />AROUND REINFORCEMENT BY THE METHODS OF PLACING AND CONSOLIDATION
<br />EMPLOYED ON THE WORK, BUT WITHOUT PERMITTING THE MATERIALS TO SEGREGATE
<br />OR EXCESSIVE FREE WATER TO COLLECT ON THE SURFACE.
<br />4.CONCRETE FLOOR SLABS ON GRADE SHALL BE 6" THICK (UNLESS NOTED
<br />OTHERWISE). SLABS WHICH ARE TO RECEIVE RESILIENT FLOORING CARPET OR
<br />DESIGNATED TO REMAIN EXPOSED SHALL BE TROWELLED SMOOTH.
<br />CONTRACTOR SHALL PROVIDE CONTROL JOINTS WITH A MAXIMUM AREA
<br />BETWEEN JOINTS OF 400 S.F., UNLESS NOTED OTHERWISE. MAXIMUM RATIO OF
<br />LONG SIDE TO SHORT SIDE SHALL BE 1-1/2 : 1.
<br />5.ALL REINFORCING STEEL, WIRE MESH, ANCHOR BOLTS, HOLDOWN ANCHORS
<br />AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE
<br />BUILDING OFFICIAL PRIOR TO PLACING OF CONCRETE.
<br /> DESIGN VALUES
<br /> SOIL BEARING PRESSURES: 500 PSF. SLAB ON GRADE
<br /> PER CBC TBL. 1806.2: 1500 PSF. PAD FTG'S
<br /> LATERAL PRESSURES: 100 PCF. PASSIVE
<br /> 60 PCF. ACTIVE (ASSUMED)
<br /> 100 PCF. AT REST (ASSUMED)
<br /> 0.20 Cf COEFF. FRICTION
<br /> SOIL CLASSIFICATION CL, ML, MH, & CH
<br />1.EXCAVATE FOR FOUNDATIONS TO THE DEPTHS SHOWN ON THE DRAWINGS BELOW
<br />UNDISTURBED SOIL OR COMPACTED EARTH, 18" MINIMUM UNLESS NOTED OTHERWISE.
<br />2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING, ETC. NECESSARY TO SUPPORT
<br />CUT AND/OR FILL BANKS DURING EXCAVATION, AND FOR FORMING AND PLACEMENT OF
<br />CONCRETE.
<br />3.CARE SHALL BE TAKEN NOT TO OVEREXCAVATE FOUNDATION AT LOWER ELEVATION.
<br />PREVENT DISTURBING SOILS AROUND FOOTINGS AT HIGHER ELEVATION.
<br />4.FILLING AND BACKFILLING SHALL BE INSPECTED AND APPROVED BY THE CITY INSPECTOR
<br />PRIOR TO FORMING.
<br />5.ALL FILL AND BACKFILL MATERIAL SHALL BE APPROVED BY THE CITY INSPECTOR.
<br />6.FILLING AND BACKFILLING SHALL BE COMPACTED TO A MINIMUM OF 95% OR MORE IF SO
<br />NOTED, OF MAXIMUM DENSITY IN ACCORDANCE WITH THE ASTM TEST METHOD D-1557-12e1.
<br />FLOODING BACKFILL IS NOT PERMITTED.
<br />7.WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATION PRIOR TO PLACING OF
<br />CONCRETE. CARE SHALL BE TAKEN SO AS NOT TO DRY OUT UNDERLYING NATURAL SOILS.
<br />8.IN LIEU OF A SOILS REPORT THE FOLLOWING MINIMUM DESIGN VALUES SHALL BE USED:
<br />*WHERE A BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS WITH AN ALLOWABLE
<br />BEARING CAPACITY OF LESS THAN 1500 PSF ARE LIKELY TO BE PRESENT AT THE SITE, THE
<br />ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION.
<br />FOUNDATION
<br />REINFORCING STEEL
<br />1.REINFORCING STEEL SHALL CONFORM TO ASTM A-615/A-615M GRADE 60, UNLESS NOTED
<br />OTHERWISE. ALL REINFORCING SHALL BE FROM IDENTIFIED STOCK WITH MILL ANALYSIS
<br />SUPPLIED.
<br />2.DOWELS SHALL BE PROVIDED AT POUR AND CONSTRUCTION JOINTS AND SHALL BE THE
<br />SAME SIZE AND SPACING AS THE REINFORCING SHOWN FOR THE SUBSEQUENT
<br />CONSTRUCTION, UNLESS NOTED OTHERWISE.
<br />3.REINFORCING SHALL HAVE THE FOLLOWING MINIMUM COVER:
<br />A.CONCRETE CAST AGAINST EARTH. . . . . . . . . . . .3"
<br />B.SLAB ON GRADE . . . . . . . . . . . . . . . . . . . . . . . . . CENTER (FOR ONE LAYER)
<br />C.CONCRETE NOT IN CONTACT WITH EARTH
<br />INTERIOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1/2"
<br />EXTERIOR . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2"
<br />4.WHEN REQUIRED WELDING OF REINFORCING STEEL SHALL CONFORM TO "STRUCTURAL
<br />WELDING CODE-REINFORCING STEEL" (AWS D1.4). THE MILL ANALYSIS SHALL INCLUDE THE
<br />CARBON EQUIVALENCE TO ESTABLISH WELDABILITY. NO WELDING SHALL BE DONE AT THE
<br />BEND IN A BAR. WELDING OF CROSS BARS (TACK WELDING) SHALL NOT BE PERMITTED
<br />EXCEPT AS AUTHORIZED OR DIRECTED BY THE ENGINEER.
<br />5.ALL CONTINUOUS BARS OR DOWELS OF #3 THRU #6 IN SIZE SHALL LAP 65 BAR DIAMETERS IN
<br />CONCRETE AND 48 BAR DIAMETERS IN MASONRY, UNLESS NOTED OTHERWISE. FOR BARS
<br />LARGER THAN #6, SEE PLAN FOR SPLICE DETAILS. WIRE MESH SHALL LAP MINIMUM OF 12".
<br />6.BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING.
<br />BENDS SHALL BE MADE COLD.
<br />7.CONTINUOUS INSPECTION OF CONCRETE SHALL BE SCHEDULED SO THAT PLACEMENT OF
<br />REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR
<br />TO PLACEMENT OF OVERLYING GRIDS OF REINFORCING STEEL.
<br />8.ALL REINFORCING STEEL LAPS OR SPLICES SHALL BE AS INDICATED ON PLANS. WHERE LAP
<br />OR SPLICE LOCATIONS ARE NOT SPECIFIED, LAPS OR SPLICES SHALL BE WELL STAGGERED.
<br />9.ALL FIELD WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706/ A-706a GRADE
<br />60. WELDING SHALL BE PERFORMED BY BUILDING DEPARTMENT APPROVED CERTIFIED
<br />WELDERS USING E80XX ELECTRODES. ALL FIELD WELDING SHALL BE CONTINUOUSLY
<br />INSPECTED BY A REGISTERED DEPUTY INSPECTOR AT THE EXPENSE OF THE GENERAL
<br />CONTRACTOR UNLESS A PRIOR AGREEMENT IS NEGOTIATED WITH THE OWNER. SEE AWS D1.4
<br />TABLE 7.2 FOR PREHEATING REQUIREMENTS.
<br />UNIT:
<br />DEPAL
<br />Fv (DL)
<br />11,291 LBS
<br />Mv(L.L.)
<br />DESIGN LOADS
<br />BUFFER CELL
<br />PALLETIZER
<br />Mh(L.L.)
<br />11,877 LBS
<br />11,249 LBS
<br />Fh(L.L.)
<br />2,427 LBS
<br />2,427 LBS
<br />3,530 LBS
<br />10,621 LBS-FT
<br />10,621 LBS-FT
<br />8,556 LBS=FT
<br />59,809 LBS
<br />63,249 LBS
<br />58,530 LBS
<br />Exp. 12/31/25
<br />C 95455DANIEL J CHANG ZIEMER
<br />1995 S Standard Ave-
<br />Concrete Pads10/15/2024
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