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FI <br />L <br />E <br />N <br />A <br />M <br />E <br />: <br />J: <br />\ <br />T <br />H <br />O <br />R <br />P <br />E <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />\ <br />S <br />. <br />2 <br />4 <br />0 <br />6 <br />0 <br />6 <br />1 <br /> <br />- <br /> <br />B <br />E <br />H <br />R <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />- <br /> <br />D <br />R <br />O <br />P <br /> <br />P <br />O <br />I <br />N <br />T <br /> <br />R <br />O <br />B <br />O <br />T <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />M <br />O <br />U <br />N <br />T <br /> <br />P <br />A <br />D <br />\ <br />A <br />C <br />A <br />D <br />\ <br />S <br />. <br />2 <br />4 <br />0 <br />6 <br />0 <br />6 <br />1 <br /> <br />- <br /> <br />B <br />E <br />H <br />R <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />- <br /> <br />D <br />R <br />O <br />P <br /> <br />P <br />O <br />I <br />N <br />T <br /> <br />R <br />O <br />B <br />O <br />T <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />M <br />O <br />U <br />N <br />T <br /> <br />P <br />A <br />D <br />. <br />D <br />W <br />G <br />PL <br />O <br />T <br /> <br />D <br />A <br />T <br />E <br />/ <br />T <br />I <br />M <br />E <br />: <br />7/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />9 <br />: <br />0 <br />3 <br /> <br />A <br />M <br />US <br />E <br />R <br /> <br />N <br />A <br />M <br />E <br />: <br />DA <br />N <br />I <br />E <br />L <br /> <br />Z <br />I <br />E <br />M <br />E <br />R <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 <br />e <br />e <br />t <br /> <br />T <br />i <br />t <br />l <br />e <br />: <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 <br />T <br />H <br />I <br />S <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />A <br />N <br />D <br /> <br />D <br />R <br />A <br />W <br />I <br />N <br />G <br /> <br />A <br />R <br />E <br /> <br />F <br />O <br />R <br /> <br />U <br />S <br />E <br /> <br />O <br />N <br /> <br />T <br />H <br />E <br /> <br />S <br />P <br />E <br />C <br />I <br />F <br />I <br />C <br /> <br />S <br />I <br />T <br />E <br /> <br />I <br />N <br />D <br />I <br />C <br />A <br />T <br />E <br />D <br /> <br />A <br />N <br />D <br /> <br />I <br />S <br /> <br />T <br />H <br />E <br /> <br />E <br />X <br />C <br />L <br />U <br />S <br />I <br />V <br />E <br /> <br />P <br />R <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />O <br />F <br /> <br />P <br />L <br />U <br />M <br />P <br /> <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br /> <br />I <br />N <br />C <br />, <br /> <br />A <br />N <br />D <br /> <br />S <br />H <br />A <br />L <br />L <br /> <br />N <br />O <br />T <br /> <br />B <br />E <br /> <br />U <br />S <br />E <br />D <br />, <br /> <br />D <br />U <br />P <br />L <br />I <br />C <br />A <br />T <br />E <br />D <br /> <br />O <br />R <br /> <br />A <br />L <br />T <br />E <br />R <br />E <br />D <br /> <br />I <br />N <br /> <br />P <br />A <br />R <br />T <br /> <br />O <br />R <br /> <br />I <br />N <br /> <br />W <br />H <br />O <br />L <br />E <br /> <br />W <br />I <br />T <br />H <br />O <br />U <br />T <br /> <br />W <br />R <br />I <br />T <br />T <br />E <br />N <br /> <br />A <br />P <br />P <br />R <br />O <br />V <br />A <br />L <br /> <br />O <br />F <br /> <br />P <br />L <br />U <br />M <br />P <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />, <br /> <br />I <br />N <br />C <br />. <br /> <br />- <br /> <br />C <br />O <br />P <br />Y <br />R <br />I <br />G <br />H <br />T <br /> <br />2 <br />0 <br />2 <br />2 <br /> <br />c <br /> <br />A <br />L <br />L <br /> <br />R <br />I <br />G <br />H <br />T <br />S <br /> <br />R <br />E <br />S <br />E <br />R <br />V <br />E <br />D <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: <br />BE <br />H <br />R <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />- <br /> <br />D <br />R <br />O <br />P <br /> <br />P <br />O <br />I <br />N <br />T <br />CO <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />M <br />O <br />U <br />N <br />T <br /> <br />P <br />A <br />D <br />19 <br />9 <br />5 <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />Pr <br />o <br />j <br />e <br />c <br />t <br />: <br />7/22/24 <br />07/01/2024 <br />S001 <br />GE <br />N <br />E <br />R <br />A <br />L <br /> <br />N <br />O <br />T <br />E <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