|
STRUCTURAL NOTES
<br />11 ANY DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE
<br />NOTES, AND THE SITE CONDITIONS SHALL 8EREPORTED TOTHE ARCHITECT
<br />AND THE STRUCTURAL ENGINEER, WHO SHALL CORRECT SUCH DISCREPANCY |N
<br />WRITING. ANY WORK DONE BYTHE CONTRACTOR AFTER DISCOVERY OFSUCH
<br />DISCREPANCY SHALL 8EDONE ATTHE CONTRACTOR'S RISK, THE CONTRACTOR
<br />SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR
<br />TOPROCEEDING WITH ANY WORK ORFABRICATION, THE CONTRACTOR |S
<br />RESPONSIBLE FOR ALL ERECTION BRACING, FORMWORK AND TEMPORARY
<br />CONSTRUCTION SHORING.
<br />12 BYTHE ACT OFSUBMITTING ABID FOR THE PROPOSED CONTRACT, THE
<br />CONTRACTOR WARRANTS THAT:
<br />1.2.1 THE CONTRACTOR AND ALL SUBCONTRACTORS H2INTENDS T0USE
<br />(INCLUDING AGENTS AND SUPPLIERS) HAVE CAREFULLY AND
<br />THOROUGHLY REVIEWED THE DRAWINGS AND STRUCTURAL NOTES
<br />AND HAVE FOUND THEM COMPLETE AND FREEFROMAMBIGUITIES
<br />AND SUFFICIENT FOR THE PURPOSE INTENDED.
<br />12.2 THE CONTRACTOR HAS CAREFULLY EXAMINED THE SITE 0FTHE
<br />WORK AND THAT FROM HIS OWN INVESTIGATIONS, HEHAS SATISFIED
<br />HIMSELF A8TOTHE NATURE AND LOCATION OFTHE WORK, ASTOTHE
<br />CHARACTER QUALITY, AND QUANTITIES OFMATERIAL AND
<br />DIFFICULTIES TO8EENCOUNTERED, ASTOTHE EXTENT DF
<br />EQUIPMENT AND OTHER FACILITIES NEEDED FOR THE PERFORMANCE
<br />OFTHE VVORKANDASTOTHE GENERAL AND LOCAL CONDITIONS, AND
<br />OTHER ITEMS WHICH MAY |NANY WAY AFFECT THE WORK ORITS
<br />PERFORMANCE.
<br />12.3 THE CONTRACTOR AND ALL WORKERS HEINTENDS TUUSE ARE
<br />SKILLED AND EXPERIENCED |NTHE TYPE OFCONSTRUCTION
<br />REPRESENTED BYTHE DRAWINGS AND DOCUMENTS BID UPON.
<br />12.4 NEITHER THE CONTRACTOR NOR ANY OFHIS EMPLOYEES, AGENTS,
<br />INTENDED SUPPLIERS, URSUBCONTRACTORS HAVE RELIED UPON
<br />ANY VERBAL REPRESENTATIONS ALLEGEDLY AUTHORIZED OR
<br />UNAUTHORIZED FROM THE OWNER OGHIS EMPLOYEES ORAGENTS,
<br />INCLUDING THE ARCHITECT ORENGINEERS, |NASSEMBLING THE BID
<br />FIGURES,
<br />12.5 THE REQUIREMENTS CONTAINED WITHIN THIS SECTION SUPERSEDE
<br />REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED |NTHE A|8C
<br />"CODE OFSTANDARD PRACTICE FOR STEEL BUILDING AND BR|DGES".
<br />ASWELL A8CASE DOCUMENT VG2-D'AGUIDELINE ADDRESSING
<br />COORDINATION AND COMPLETENESS 0FSTRUCTURAL
<br />CONSTRUCTION DOCUMENTS"
<br />12.8 THE CONTRACTOR AND ALL SUBCONTRACTORS FIE INTENDS TOUSE
<br />ARE AWARE OFAND ACKNOWLEDGE THAT CLOSE COORDINATION
<br />AMONG ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL
<br />AND OTHER TRADE DRAWINGS |SREQUIRED.
<br />1.27 THE CONTRACTOR AND ALL SUBCONTRACTORS HEINTENDS TOUSE
<br />SHALL RECOGNIZE THAT THE PROJECT CONTRACT DOCUMENTS
<br />INCLUDE THE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND
<br />ELECTRICAL AND OTHER TRADE DRAWINGS AND SPECIFICATIONS.
<br />118 THE CONTRACTOR AND ALL SUBCONTRACTORS ACKNOWLEDGE THAT
<br />CLOSE COORDINATION BETWEEN DISCIPLINES INCLUDED WITHIN THE
<br />CONTRACT DOCUMENTS |SNECESSARY, ELEMENTS THAT WILL
<br />REQUIRE CLOSE COORDINATION 8YTHE CONTRACTOR INCLUDE (BUT
<br />ARE NOT LIMITED TO):
<br />A. VERIFICATION 0FALL DIMENSIONS INDICATED ONTHE
<br />ARCHITECTURAL AND STRUCTURAL DRAWINGS
<br />B. DETERMINATION OFALL COLUMN LOCATIONS
<br />C� DETERMINATION DFTOP OFFLOOR, TOP 0FSTEEL, WALL PLATE
<br />AND/OR TOP OFBEAM ELEVATIONS
<br />D. DETERMINATION OPTOP OFFOOTING ELEVATIONS AND FOOTING
<br />STEP LOCATIONS
<br />E. MECHANICAL/ELECTRICAL EQUIPMENT LOCATIONS AND WEIGHTS
<br />F. LOCATION AND SIZE OFALL MECHANICAL/ ELECTRICAL
<br />PENETRATIONS THROUGH WALLS AND FLOORS/ ROOFS
<br />G, COORDINATION WITH DESIGNERS/ SUPPLIERS DF
<br />PRE-ENGINEERED COMPONENTS (JO|STS.TRUSSES, STAIRS, ETC.)
<br />1.2.0 THE CONTRACTOR ACKNOWLEDGES THAT TEMPORARY SHORING
<br />AND/OR BRACING MAY BEREQU|REDTOCOMPLETE THE PROJECT.
<br />DESIGN AND IMPLEMENTATION OFTEMPORARY SHORING AND/OR
<br />BRACING DURING CONSTRUCTION |STHE SOLE RESPONSIBILITY 0F
<br />THE CONTRACTOR.
<br />1218 THE CONTRACTOR AND ALL SUBCONTRACTORS FIE INTENDS TOUSE
<br />SHALL MAKE CONSIDERATION FOR, AND INCLUDE MONIES FOR THE
<br />ABOVE |NTHE PREPARATION OFTHEIR BIDS.
<br />1.2.11 THE CONTRACTOR SHALL NOT SCALE THE ARCHITECTURAL AND
<br />STRUCTURAL DRAWINGS FOR LOCATIONS OFELEMENTS NOTED
<br />ABOVE.
<br />12.12 ELECTRONIC COPIES OFTHE STRUCTURAL DRAWINGS (PDF'S.CAD
<br />DRAWINGS ORBIM MODELS) MAY BEPROVIDED T0THE CONTRACTOR
<br />FOR THEIR USE. THESE FILES MAY BEPROVIDED AJTHE REQUEST OF
<br />THE CONTRACTOR FOR THEIR CONVENIENCE ONLY. THE
<br />CONTRACTOR AGREES THAT THESE FILES SHALL NOT SUPERCEDE
<br />INFORMATION SHOWN ONTHE ORIGINAL BID/ CONSTRUCTION
<br />DOCUMENTS. THE CONTRACTOR AGREES T0HOLD THE STRUCTURAL
<br />ENGINEER HARMLESS FOR ANY ERRORS URDISCREPANCIES
<br />CONTAINED WITHIN THESE ELECTRONIC FILES,
<br />12.13 THE BID FIGURE |3BASED SOLELY UPON THE CONSTRUCTION
<br />CONTRACT DOCUMENTS AND PROPERLY ISSUED WRITTEN ORVERBAL
<br />REPRESENTATIONS.
<br />1.4 CODES
<br />1A1 ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO
<br />THE 20i5INTERNATIONAL BUILDING CODE (|B()ASAMENDED AND
<br />ADOPTED BYTHE LOCAL BUILDING AUTHORITY,
<br />1A2 ALL REFERENCES TOOTHER CODES, STANDARDS AND
<br />SPECIFICATIONS, (AC|.ASTM.ETCj.SHALL BEFOR THE EDITION
<br />CURRENTLY REFERENCED 8YIBC ASAMENDED AND ADOPTED BYTHE
<br />LOCAL BUILDING AUTHORITY.
<br />1.5 DESIGN CRITERIA
<br />1.5.2 UNIFORM LOADS:
<br />LOCATION LIVE LOAD DEAD LOAD
<br />ROOF 25P8F(SN0N ACTUAL
<br />FUTURE MEZZANINE 50PGF ACTUAL
<br />(OFFICE LOAD) +15PSFPARTITION
<br />STAIRS AND EXITS 1009SF ACTUAL
<br />STRUCTURAL 125PSF ACTUAL
<br />SLAB ONGRADE '
<br />° THIS |8NOT AGROUND SNOW LOAD
<br />WHERE LIVE LOADS OFACOMMERCIAL ORINDUSTRIAL BUILDINGS EXCEED 5D
<br />PGF'SUCH DESIGN LOADS SHALL BEPOSTED |NTHAT PART OFEACH STORY |N
<br />WHICH THEY APPLY
<br />1,5.3 SNOW LOADS PER IBC SECTION 1608 AND CHAPTER 7 OF ASCE7:
<br />GROUND SNOW LOAD ( 20 PSF
<br />FLAT ROOF SNOW LOAD (F\): 14PSF
<br />SNOW EXPOSURE FACTOR (Co): 1.0
<br />SNOW IMPORTANCE FACTOR (|x): 1.0
<br />THERMAL FACTOR (Ct): 1.0
<br />1.54 CONCENTRATED LOADS: ALL MANUFACTURERS 0FPRE-ENGINEERED
<br />COMPONENTS ORSYSTEMS SHALL LOCATE, COORDINATE, VERIFY
<br />WEIGHTS, ETC..OFMECHANICAL UNITS OROTHER CONCENTRATED
<br />LOADS AND DESIGN THEIR SYSTEM FOR THESE LOADS.
<br />1.6�8 WIND LOADS (PER IBC SECTION iG8&AND ASCE7CHAPTERS 2OTHRU
<br />3O):
<br />ULTIMATE DESIGN WIND SPEED (V�o): 11OMPH
<br />RISK CATEGORY U
<br />WIND EXPOSURE: C
<br />APPLICABLE INTERNAL
<br />PRESSURE COEFFICIENT: +/-UA8
<br />TOPOGRAPHIC FACTOR (K°) 1.8
<br />COMPONENTS AND CLADDING: ULTIMATE DESIGN WIND PRESSURES
<br />TOBEUSED FOR THE DESIGN 0FEXTERIOR COMPONENT AND
<br />CLADDING MATERIALS |SASFOLLOWS:
<br />ZONE1 +1G.0430.5P6F(10SOFT)
<br />ZONE:2 +iG.&c5j2PSF(1OGQFT)
<br />ZONE:3 +10.O/-T7.1PSF(10SQFT)
<br />Z0NEA +27�0/-3O.3P8F(18SUFT)
<br />ZONE:S +27,A/-372PSF(10SQFT)
<br />1.5.7 SEISMIC LOADS (PER IBC SECTION iO15AND ASCE7CHAPTERS 11
<br />THRU13):
<br />RISK CATEGORY: U
<br />SEISMIC IMPORTANCE FACTOR (k): 1.8
<br />8o: 1220
<br />SI: 0.470
<br />SITE CLASS: D
<br />SDS 0.826
<br />Sm0.479
<br />SEISMIC DESIGN CATEGORY: D
<br />DESIGN BASE SHEAR: 0]85W
<br />SEISMIC RESPONSE COEFFICIENT KCstO185
<br />ANALYSIS PROCEDURE USED: EQUIVALENT
<br />LATERAL FORCE
<br />PROCEDURE
<br />SEISMIC FORCE- RESPONSE 0VER8TRENGTH
<br />RESISTING SYSTEM MDO|F|8AT|0N FACTOR.8o
<br />COEFF|C|ENT, R
<br />A. BEARING WALL SYSTEMS:
<br />1.SPECIAL REINFORCED
<br />CONCRETE SHEAR WALLS 5 7k
<br />NOTE: TABULATED [XERSTRENGTHFACTOR HAS BEEN REDUCED |N
<br />ACCORDANCE WITH ASCE7TABLE 12.2-1FOOTNOTE GFOR STRUCTURES WITH
<br />FLEXIBLE DIAPHRAGMS.
<br />1.6 STATEMENT OFSPECIAL INSPECTIONS
<br />SEE STATEMENT OFSPECIAL INSPECTION AND TESTING SHEET SO.D3.
<br />1.7 SHOP DRAWINGS
<br />1I1 SUBMIT SHOP DRAWINGS T0THE ARCH |TECDENS|NEERFOR THE
<br />FOLLOWING:
<br />A. CONCRETE MIX DESIGN SUBMITTALS
<br />B. REINFORCING STEEL
<br />C. STRUCTURAL AND MISCELLANEOUS STEEL INCLUDING WELD
<br />INSERTS AND ANCHORS
<br />D. STEEL ROOF AND FLOOR DECK
<br />E. PRE-ENGINEERED STEEL JOISTS AND JOIST GIRDERS
<br />^
<br />F. TILT UPWALLS
<br />° DEFERRED SUBMITTALS: PRE-ENGINEERED ITEMS SHALL BE
<br />SUBMITTED TDTHE BUILDING OFFICIAL AFTER REVIEW BYTHE
<br />ENGINEER ORRECORD ASADEFERRED SUBMITTAL.
<br />1I3
<br />SHOP DRAINING REVIEW NOTES
<br />A. ENGINEER 0FRECORD SHALL REVIEW SHOP DRAWINGS FOR
<br />GENERAL CONFORMANCE WITH THE PROJECT CONSTRUCTION
<br />DOCUMENTS (PLANS AND SPEC|F|CAT|DNS).
<br />B. ENGINEER OFRECORD REVIEW 0FSHOP DRAWINGS SHALL NOT
<br />RELIEVE THE GENERAL CONTRACTOR OFTHEIR RESPONSIBILITY
<br />FOR REVIEW UFTHE SHOP DRAWINGS FOR COMPLIANCE WITH
<br />THE PROJECT REQUIREMENTS,
<br />C. APPROVAL OFTHE SHOP DRAWINGS BYTHE ENGINEER OF
<br />RECORD SHALL NOT BECONSIDERED A8AGUARANTEE 8YTHE
<br />ENGINEER THAT THE SHOP DRAWINGS COMPLY WITH ALL
<br />PROJECT REQUIREMENTS,
<br />D. CONCURRENT SHOP DRAWING REVIEW SHALL ONLY 8E
<br />PERMITTED |FAPPROVED BYTHE ARCHITECT/ENGINEER 0F
<br />RECORD PRIOR TOTHE START OFSHOP DRAWING REVIEW.
<br />1.8 MISCELLANEOUS
<br />1.8.1
<br />VERIFY ALL DIMENSIONS AND CONDITIONS |NTHE FIELD.
<br />1.82
<br />VERIFY SIZE AND LOCATION 0FALL OPENINGS |WTHE FLOORS, ROOF
<br />AND WALLS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL
<br />DRAWINGS.
<br />13.3
<br />CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ONTHE
<br />DRAWINGS SHALL FOLLOW SIMILAR DETAILS 0FSECTIONS OFTHIS
<br />PROJECT ASAPPROVED BYTHE ARCHITECT/ ENGINEER.
<br />1.84
<br />SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
<br />DIMENSIONS AND LOCATIONS OFOPENINGS NOT DIMENSIONED OR
<br />SHOWN ONSTRUCTURAL PLANS,
<br />1.8.5
<br />SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR
<br />LOCATIONS AND WEIGHTS OFALL MECHANICAL AND ELECTRICAL
<br />EQUIPMENT INCLUDING HOUSEKEEPING PADS.
<br />1.8,6
<br />FOR PIPES, CONDUITS, DUCTS AND MECHANICAL EQUIPMENT
<br />SUPPORTED ORBRACED FROM STRUCTURE: CONFORM TOSHEET
<br />METAL AND AIR CONDITIONING CONTRACTORS NATIONAL
<br />ASSOCIATION, |NC..PUBLICATION "APPENDIX E:SEISMIC RESTRAINT
<br />MANUAL GUIDELINES FOR MECHANICAL SYSTEMS."ALL BRACING AND
<br />SUPPORTS SHALL BEDESIGNED FOR SEISMIC HAZARD LEVEL (8HL)B.
<br />SPRINKLER LINE ATTACHMENTS SHALL CONFORM TONFPAPAMPHLET
<br />13.
<br />1�87
<br />THE STRUCTURE HAS BEEN DESIGNED TORESIST CODE REQUIRED
<br />VERTICAL AND LATERAL FORCES AFTER THE CONSTRUCTION 0FALL
<br />STRUCTURAL ELEMENTS HAS BEEN COMPLETED. STABILITY OFTHE
<br />STRUCTURE PRIOR TDCOMPLETION |STHE SOLE RESPONSIBILITY OF
<br />THE GENERAL CONTRACTOR. THIS RESPONSIBILITY INCLUDES BUT |S
<br />NOT LIMITED TUJOB SITE SAFETY: ERECTION MEANS, METHODS, AND
<br />SEQUENCES; TEMPORARY SHORING, FORMWORK, AND BRACING; USE
<br />OFEQUIPMENT AND CONSTRUCTION PROCEDURES,
<br />l SITE PREPARATIONISOIL REMEDIAT0N
<br />21 SOIL DATA
<br />ALLOWABLE SOIL PRESSURE 25OOPSF. ALLOW 33'1/3%INCREASE FOR LOADS
<br />FROM WIND OHSEISMIC ORIGIN. SEE SEOTECHN|CALENGINEERING REPORT BY
<br />TERRA ASSOCIATES, INC DATED 2/2017. SEE 8E0TECHREPORT FOR ALL
<br />SUB8RADEPREPARATION REQUIREMENTS A8WELL A8CAPILLARY BREAKAND
<br />VAPOR BARRIER RECOMMENDATIONS.
<br />22 EXCAVATION
<br />EXCAVATE TODEPTH SHOWN AND TOFIRM UNDISTURBED MATERIAL.
<br />OVER -EXCAVATIONS SHALL BEBACKF|LLEDWITH LEAN CONCRETE (fo=6OU-120D
<br />PSI) ORSTRUCTURAL FILL ATTHE CONTRACTOR'S EXPENSE. EXERCISE
<br />EXTREME CARE DURING EXCAVATION TOAVOID DAMAGE TOBURIED LINES,
<br />TANKS, AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DONOT PROCEED
<br />WITH WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE ARCHITECT. A
<br />COMPETENT REPRESENTATIVE OFTHE OWNER SHALL INSPECT ALL FOOTING
<br />EXCAVATIONS FOR SUITABILITY OFBEARING SURFACES PRIOR TOPLACEMENT
<br />OFREINFORCING STEEL. PROVIDE DRAINAGE A8NECESSARY TUAVOID
<br />WATER-SOFTENED8U8GRADE.
<br />2.3 FILL, BACKP|LLAND COMPACTION
<br />BACKF|LLAGAINST WALLS SHALL NOT BEPLACED UNTIL AFTER THE REMOVAL OF
<br />ALL MATERIAL SUBJECT TOROT ORCORROSION, ALL FILL PLACED AGAINST
<br />RETAINING WALLS ORBASEMENT WALLS SHALL BEFREE DRAINING GRANULAR
<br />MATERIAL, STRUCTURAL FILL OTHER THAN PEA GRAVEL SHALL BEGRANULAR
<br />PLACED |NG-|NCHLIFTS AND COMPACTED TOATLEAST A6%0FITS MAXIMUM
<br />DRY DENSITY A8DETERMINED BYASTMD-1557(MOD PROCTOR). PEAQRAVEL
<br />FILL SHALL HAVE AMAXIMUM PARTICLE SIZE OF30"DIAMETER.
<br />3. STRUCTURAL CONCRETE
<br />8.1 GENERAL
<br />ALL CONCRETE SHALL BEHARD ROCK CONCRETE MEETING THE REQUIREMENTS
<br />DpA&|-3D1."SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BU|LD|NGG."
<br />PROPORTIONING OFINGREDIENTS FOR EACH CONCRETE MIX SHALL BEBY
<br />METHOD 2DRTHE ALTERNATE PROCEDURE GIVEN |MAC|-3O1. PLACE
<br />CONCRETE PER AC|'3O4AND CONFORM TOAC|-8U4(3OG)FOR WINTER
<br />CONCRETING AND AC|'O05(305)FOR HOT WEATHER CONCRETING. USE
<br />INTERIOR MECHANICAL VIBRATORS WITH 7.O0URPM MINIMUM FREQUENCY. DO
<br />NOT OVER -VIBRATE, CONCRETE SHALL BEPLACED MONOLITHICALLY BETWEEN
<br />CONSTRUCTION QRCONTROL JOINTS. PROTECT ALL CONCRETE FROM
<br />PREMATURE DRYING, EXCESSIVE HOT ORCOLD TEMPERATURE FOR SEVEN
<br />DAYS AFTER PLACING,
<br />3.2 STRENGTH
<br />TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BEAGFOLLOWS:
<br />SLABS ONGRADE 4000PS|
<br />CONCRETE COMPOSITE WITH METAL DECK 4080P8|
<br />FOOTINGS 3000PS|
<br />TILT UPWALL PANELS 4000PS|
<br />CONCRETE SUPPLIER TOPROVIDE TEST RECORDS PER SECTION 53UFAC|318.
<br />WHEN NOPRIOR EXPERIENCE nRTRIAL MIXTURE DATA ARE AVAILABLE, THE
<br />WATER/CEMENT RATIO FROM THE TABLE BELOW MAY 8EUSED, BUT ONLY WHEN
<br />SPECIAL PERMISSION |3GIVEN 8YENGINEER.
<br />MAXIMUM ABSOLUTE WATER/CEMENT RATIO BYWEIGHT FOR CONCRETE MIXES
<br />WITHOUT TEST RECORDS SHALL 8EASFOLLOWS:
<br />SPECIFIED NON -AIR AIR -
<br />COMPRESSIVE ENTRAINED ENTRAINED
<br />STRENGTH CONCRETE CONCRETE
<br />3000FSI 0.58 0.46
<br />4000PS| 0,44 0.35
<br />13 MATERIALS
<br />CEMENT: ASTMCi5U.TYPE |DRTYPE U ENGINEER'S APPROVAL |S
<br />.33.1
<br />NEEDED FOR USE OFTYPE III CEMENT.
<br />3.3.2
<br />COARSE AND FINE AGGREGATE: A3TMCS3.
<br />3.3.3
<br />WATER SHALL 8ECLEAN AND POTABLE.
<br />3.3.4
<br />FLYASH: A8TMC818CLASS C(CLASS FSHALL 8EALLOWED |F
<br />PERMITTED 8YTHE STRUCTURAL ENGINEER)
<br />33.5
<br />GROUND GRANULATED BLAST FURNACE SLAG (GG8FG):A3TMCD8Q
<br />GRADE 1O0OR120.CGBF3SHALL NOT BEPERMITTED UNLESS
<br />REVIEWED AND APPROVED BYTHE STRUCTURAL ENGINEER. MIX
<br />DESIGNS SUBMITTED INCLUDING GGBF8SHALL INCLUDE SHRINKAGE
<br />TEST RESULTS AT28DAYS.
<br />'
<br />3A ADMIXTURES
<br />3.4,1
<br />WATER REDUCING ADMIXTURE: A8TMC404.ADMIXTURES SHALL BE
<br />USED |NEXACT ACCORDANCE WITH MANUFACTURERS
<br />INSTRUCTIONS.
<br />142
<br />WATER REDUCING ADMIXTURES SHALL BEUSED ATALL HEAVILY
<br />CONGESTED AREAS (|.E.CONCRETE BEAMS, COLUMNS AND WALLS
<br />WITH REINFORCING SPACING OF4"ORLESS)
<br />84.3
<br />CONCRETE USING ADMIXTURES TOPRODUCE FLOWABLECONCRETE
<br />MAY BEUSED SUBJECT TOENGINEER'S APPROVAL.
<br />3.4A
<br />AIR ENTRAINMENT: ASTMC20OAND ASTMC4Q4ENTRAIN 5%
<br />PLUS/MINUS 1.5%BYVOLUME |NALL CONCRETE EXPOSED TO
<br />WEATHER,
<br />3.4.5
<br />NOOTHER ADMIXTURES PERMITTED UNLESS APPROVED BYTHE
<br />ENGINEER.
<br />3.10 FORMWORK AND SHORING
<br />3,18.1
<br />FOLLOW RECOMMENDED PRACTICE FOR CONCRETE FORMWORK
<br />(VC|'347).
<br />310.4
<br />ALL SHORING SHALL 8ETHE RESPONSIBILITY OFTHE CONTRACTOR.
<br />FORMWORK SUPPORTS AND SHORING SHALL 8EDESIGNED TU
<br />PROVIDE FINISHED CONCRETE SURFACES ATALL FACES LEVEL,
<br />PLUMB AND TRUE TOTHE DIMENSIONS AND ELEVATIONS SHOWN,
<br />TOLERANCES AND VARIATIONS SHALL BEAGSPECIFIED.
<br />3.11 REINFORCING STEEL:
<br />311.1
<br />DETAIL, FABRICATE, AND PLACE PER &O|'315AND AC|-318, SUPPORT
<br />REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, ORTIES.
<br />3.11.2
<br />DEFORMED BAR REINFORCEMENT: ASTM A£15GR00
<br />3.113
<br />WELDABLE DEFORMED BAR REINFORCEMENT: ASTM A706GR60
<br />WHERE NOTED ONSTRUCTURAL DRAWINGS
<br />3.114
<br />LONGITUDINAL (VERT|CAL)REINFORCEMENT RESISTING SEISMIC
<br />AXIAL FORCES |NSTRUCTURAL WALL BOUNDARY ELEMENTS SHALL BE
<br />AGTMA7O8GRGO. ASTMA615GR0OMAY BEUSED IF:
<br />A. THE ACTUAL YIELD STRENGTH BASED ONMILL TESTS DOES NOT
<br />EXCEED THE SPECIFIED YIELD BYMORE THAN 18KS|;AND
<br />B. THE RATIO UFTHE ACTUAL ULTIMATE TENSILE STRENGTH TOTHE
<br />ACTUAL YIELD STRENGTH |SNOT LESS THAN 125;AND
<br />C. MINIMUM ELONGATION |N8-|NCHSHALL BEATLEAST i4% FDR#3
<br />THRU#GBARS, ATLEAST 12%FOR #7THRU#11BARS, AND AT
<br />LEAST iO%FOR #14THRU#1O.
<br />3.11�5
<br />WELDED WIRE FABRIC: ASTMA,i85&A8TMA,82Fy=66KS|
<br />3A1L8
<br />EXCEPT ASNOTED SPECIFICALLY DNTHE DRAWINGS, ALL CONCRETE
<br />REINFORCEMENT SHALL BELAP-SPLICED ASFOLLOWS:
<br />#8AND SMALLER 48XBAR DIAMETER
<br />#7ANDLARGER 58XBARD|AMETER
<br />NOMORE THAN 50%HORIZONTAL ORVERTICAL BARS SHALL BE
<br />SPLICED ATONE LOCATION
<br />8.11A0
<br />EXCEPT A8NOTED SPECIFICALLY ONTHE DRAWINGS, PROVIDE
<br />CORNER BARS TOMATCH QUANTITY AND DIAMETER OFHORIZONTAL
<br />REINFORCEMENT AND LAP WITH HORIZONTAL REINFORCEMENT A3
<br />FOLLOWS:
<br />#GAND SMALLER 48XBAR DIAMETER
<br />#7ANDLARGER 56X8ARD|AMETER
<br />THESE CORNER BARS SHALL BEPLACED ATALL CORNERS AND
<br />INTERSECTIONS |NCONCRETE FOOTINGS AND WALLS.
<br />3.11.12
<br />LAP WELDED WIRE FABRIC 12"ORONE SPACING PLUS 2''.WHICHEVER
<br />IS MORE.
<br />3.12 CONCRETE
<br />COVER UNREINFORCING SHALL 8EASFOLLOWS (UNLESS SHOWN
<br />OTHERWISE):
<br />BOTTOM 0FFOOTINGS 3^
<br />FORMED EARTH FACE AND SLAB DNGRADE 2~
<br />WALLS, WEATHER FACE 14/2"
<br />WALLS, INSIDE FACE
<br />COLUMNS TOSTIRRUPS 14�"
<br />BEAMS TOSTIRRUPS 1'1/2"
<br />BOTTOM OFELEVATED STRUCTURAL SLAB 314"
<br />113 CONSTRUCTION
<br />AND CONTROL JOINTS
<br />113A
<br />UNLESS NOTED OTHERWISE, LOCATION OFTHE CONSTRUCTION OR
<br />CONTROL JOINTS |NSLAB ONGRADE SHALL NOT EXCEED THE
<br />DISTANCES NOTED BELOW. JOINTS SHALL BELOCATED ONCOLUMN
<br />GRIDS ORUNDER PERMANENT PARTITIONS TOTHE GREATEST
<br />EXTENT POSSIBLE. ADDITIONAL JOINTS SHALL BEREQUIRED AT
<br />REENTRANT CORNERS AND CORNERS OFSLAB DEPRESSIONS OR
<br />PENETRATIONS. SEE ARCHITECTURAL DRAWINGS FOR JOINT LAYOUT
<br />ATEXPOSED CONCRETE CONDITIONS. PROVIDE JOINT SEALANT PER
<br />SPECIFICATIONS ' INSTALL PER MANUFACTURER RECOMMENDATIONS.
<br />4"SLAB ONGRADE 12''0"O.C.
<br />5" SLAB ON GRADE 151'81,O.C.
<br />G"SLAB ONGRADE 181-01,O.C.
<br />3134
<br />ATCONCRETE TOPPED METAL DECK PROVIDE CONSTRUCTION 0R
<br />CONTROL JOINTS OVER GIRDERS, SPLICES ORBUTT JOINTS |NTHE
<br />DECK, AND CHANGES |NDECK ORIENTATION. LOCATE JOINTS OVER
<br />HIGH DECKING FLUTES.
<br />314 CONDUIT AND PIPING EMBEDDED |NCONCRETE
<br />D. EXPANSION ANCHORS SHALL BECARBON STEEL AS NOTED |NTHE
<br />3j4j ELECTRICAL CONDUIT SHALL NOT BEPLACED YV|TH|NASLAB ON
<br />�
<br />FOLLOWING TABLE. ANCHORS |NCONC�ETEOHALLHAVEBEEN
<br />GRADEBUT `
<br />TESTED |NACCORDANCE VV�HAC|3552AND�)R|CC-E8AC1B3
<br />FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS, ANCHORS
<br />3.144 ELECTRICAL CONDUIT AND PIPES EMBEDDED WITHIN CONCRETE
<br />SHALL HAVE ACURRENT CODE REPORT THAT COMPLIES WITH THE
<br />TOPPED STEEL DECKS SHALL SATISFY THE FOLLOWING
<br />CURRENT EDITION OFTHE IBC AND SHALL BERATED FOR USE |N
<br />REQUIREMENTS:
<br />THE SEISMIC DESIGN CATEGORY NOTED |NSECTION 1.5OFTHESE
<br />NOTES.
<br />A. CONDUIT/PIPING SHALL NOT 8ELARGER THAN ONE THIRD THE
<br />THICKNESS OFTHE CONCRETE TOPPING ABOVE THE DECK FLUTES
<br />ORi"OUTSIDE DIAMETER, WHICHEVER |SLESS.
<br />EXPANSION ANCHORS CODE
<br />IN CONCRETE REPORT
<br />B. CONDUIT/PIPING SHALL NOT BESPACED CLOSER THAN 10"APART
<br />|NONE LAYER AND SHALL NOT CROSS OVER EACH OTHER.
<br />M|LT|NW|KBOLT TZ |CCESR-1Q17
<br />C� CONDUIT/PIPING SHALL NOT 0EPLACED |NDIRECT CONTACT WITH
<br />THE STEEL DECK. PROVIDE 314''MINIMUM CONCRETE COVER
<br />S|MPSONSTQONG-8OLT2 |CCESR'3037
<br />BETWEEN CONDUIT/PIPING AND STEEL DECK.
<br />DEWAO7POVVERSPUVVER'8TUD+8D2 |CCE6R-0O2
<br />D. PROVIDE 3/4"MINIMUM CONCRETE COVER BETWEEN CONDUIT
<br />AND SLAB SURFACE ORREINFORCING BARS/FA8R|C(INCREASE
<br />COVER TO1-i/2"ATEXTERIOR 8LAB8).
<br />E HEAVY DUTY CONCRETE/MASONRY SCREW ANCHORS SHALL BE
<br />E. ALUMINUM CONDUIT AND PIPES SHALL BECOATED TOPREVENT
<br />USED |NDRY INTERIOR CONDITIONS AND SHALL 8EAQNOTED |N
<br />GALVANIC REACTION WITH CONCRETE AND STEEL.
<br />THE FOLLOWING TABLE:
<br />3.15 GROUT FOR BEARING PLATES
<br />HEAVY DUTY CONCRETE/ CODE REPORT
<br />THE NON -SHRINK GROUT SHALL MEET ASTMO1i07GRADE BUREQUIVALENT
<br />MASONRY SCREW ANCHORS
<br />(MASTERFLOVYQ28BYBASF ORAPPROVED EOU|VALENT).GROUT SHALL 8EA
<br />PRE -PACKAGED HYDRAULIC CEMENT BASED MINERAL AGGREGATE GROUT,
<br />MIXED, PLACED AND CURED A8RECOMMENDED BYTHE MANUFACTURER.
<br />H|LT|�W|KHUS-EZ |CCESR-3D27(CONC)
<br />COMPRESSIVE STRENGTH SHALL EXCEED 8O00P8|AT28DAY&
<br />|CCESR-3OSG(CMU)
<br />318 TILT -UP
<br />S|MP80NT|TENHO |CCESR,2713(CONC)
<br />�
<br />|CCESR,{O58(CMU)
<br />3181 TYPICAL
<br />� �
<br />ELEVATIONS |SDESIGNED FOR FORCES OCCURRING AFTER PANEL |S
<br />DEWAO7P0VYERSWEDGE BOLT+ |CCESR-2528(CDNC)
<br />|NPLACE AND TIED TOROOF AND FLOOR 0APHRAGWS. USE
<br />|CCE8R-i878(C�U)
<br />STRONG8ACKGAND EXTRA REINFORCEMENT A8REQUIRED AND
<br />DIRECTED BYPANEL LIFT INSERT MANUFACTURER/SUPPLIER FOR
<br />ERECTION PURPOSES. LIFT INSERT MANUFACTURER/SUPPLIER SHALL
<br />F. ADHESIVE ANCHORS SHALL BETHREADED ANCHOR RODS DR
<br />ANALYZE PANELS FOR ADEQUACY DURING COMPLETE LIFTING
<br />REBARDOWELS USING ANINJECTABLE ADHESIVE A9NOTED |N
<br />UPERAT0NFROM HORIZONTAL TOVERTICAL, INCLUDING �JERAL
<br />�
<br />THE FOLLOWING TABLE ANCHORS |NCONCRETE SHALL HAVE
<br />� TRANSPORT (NALK|N8)OFPANEL8
<br />�
<br />BEEN TESTED |NACCORDANCE WITH AC|3554AND/OR |CC -ES
<br />AC'80DFOR CRACKED CONCRETE AND SEISMIC APPLICATIONS,
<br />3182 ALL
<br />ANCHORS SHALL HAVE ACURRENT CODE REPORT THAT COMPLIES
<br />� �
<br />LINES UFCONNE[J0NS. DDNOT SCALE PANEL ELEVATIONS,
<br />VV|THTHEOURRENTE0T|ONOFTHE|BCANDGHALL8ERATED
<br />FOR USE |NTHE SEISMIC DESIGN CATEGORY NOTED |NSECTION
<br />3.18.3 DONOT CUT ORDRILL PANELS WITHOUT APPROVAL OFENGINEER
<br />1.5UFTHE8ENUTE3 .
<br />UNLESS SHOWN ORINDICATED ONSTRUCTURAL DRAWINGS.
<br />3� �
<br />184 SEE
<br />ADHESIVE ANCHORS CODE
<br />IN CONCRETE REPORT
<br />3.18,5 GROUT UNDER PANEL WITH AA-GACKPEA GRAVEL CONCRETE GROUT
<br />MIX (f'o=5000 P8| AT 28 DAYS).
<br />H|LT| HIT HY-2OOSAFE SET |CCESR-8187
<br />�
<br />3i80 PANELS
<br />'
<br />AND ADDITIONAL REINFORCING FOR MOST PANEL OPENINGS. NOT
<br />S|MPSONAT-XP° |APMOER-283
<br />ALL EMBEDDED ITEMS AND MECHANICAL AND ELECTRICAL
<br />PENETRATIONS ARE SHOWN, CONTRACTOR SHALL COORDINATE
<br />DEWAO7POYYERSPURE 11D+ |CCE3R-32Q8
<br />PENETRATIONS WITH MECHANICAL AND ELECTRICAL AND
<br />REINFORCING PER PLANS.
<br />3107 GENERAL
<br />° 8|MPS0NSET-XPMAY 8EUSED VVHEREBASE MATERIAL
<br />� �
<br />TEMPERATURE EMPERATURE|GABOVE6UDESREESFAMRENHE|TORFOR
<br />ADEQUATE CASTING AREA |SNOT AVAILABLE ATINTERIOR BU|L0
<br />EM8EDMENT8REATERTHAN12'|NOHESFORLON8ER8ELT|ME0G .
<br />SLAB ONGRADE AREAS.
<br />SEE |CCEGFZ-258D(CONC)AND |APMOER'2O5(MASONRY)
<br />�
<br />320 ADHESIVE
<br />G. POWDER ACTUATED FASTENERS: pDF'8ORPAPS SHALL BEA
<br />ADHESIVE EXPANSIVE WATER8TOPSHALL BEVOLCLAYVW4TERSTOP'RX(AS
<br />MINIMUM U.157^D|AKNURLEDGHANKFA8TENERAGNOTED|NTHE
<br />MANUFACTURED 8YCETC0)SVYELLSTOP0RHYDROT|SHT(GREENSTREAK).OR
<br />'
<br />FOLLOWING TABLE, UNLESS FASTENERS
<br />' �
<br />APPROVED EQUIVALENT. INSTALL PER MANUFACTURER'S RECOMMENDATIONS,
<br />DRIVEN INTO STEEL SHALL BEDRIVEN SOTHAT THE POINT UFTHE
<br />FASTENER COMPLETELY PENETRATES THE STEEL BASE MATERIAL.
<br />ATTOPPING SLABS, PTSLABS QRSLABS VV|THRADIANT HEAT
<br />5 � METALS
<br />TUBES EMBEDDED WITHIN THE SLAB, LIMIT THE PUFPENETRATION
<br />T0�4"MAXIMUM AND COORDINATE VY|THTENDON/TUBE
<br />5� 1 STRUCTURAL
<br />PLACEMENT AND COVER,
<br />5.1.1 ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TD
<br />A|SC38U'1O"SPECIFICATION FOR STRUCTURAL STEEL BU|LD|NSS^
<br />'
<br />POWDER ACTUATED FASTENERS CODE REPORT
<br />A|SC341-i0"SEISMIC PROVISIONS FOR STRUCTURAL STEEL
<br />BUILDINGS" AND A|SC3O3'10"CODE OFSTANDARD PRACTICE FOR
<br />STEEL BUILDINGS AND BRIDGES" EXCEPT ASAMENDED 8YSECTION
<br />H|LT|X'U |CCESR-22G8
<br />1.1OFTHESE STRUCTURAL NOTES.
<br />S|MPSONPDPA |CCESR'2138
<br />52 STRUCTUFV\ STEEL
<br />DEWAO7P0VVERSCS|PIN |CCESR'2824
<br />5.2.1 STEEL VVSHAPES SHALL BEADTMAQ82Fy=S0KSLOTHER SHAPES AND
<br />PLATES SHALL BEASTMA38Fy=36KSL
<br />H. CONCRETBMASONRYSCREWS SHALL BEASNOTED |NTHE
<br />622 STEEL GRADE
<br />� � '
<br />�
<br />FOLLOWING TABLE:
<br />B.Fy=35KSi
<br />513 RECTANGULAR AND ROUND HOLLOW STEEL SECTIONS (HSS)ORTUBE
<br />CONCRETE8MA8ONRY8CREWS CODE REPORT
<br />STEEL SECTIONS (TS) SHALL BEA8TMA50O. GRADE B. Fy=48 K8| (Fy=42
<br />KS|FOR ROUND SECTIONS)
<br />H|LT|KVV|KCON U+ -
<br />52�4 BOLTS
<br />S|MPSQNT|YEN '
<br />A. MACHINE BOLTS NOT SPECIFIED ASHIGH STRENGTH SHALL 8E
<br />A8TM A-3O? .
<br />DEWAO?P0VVERQTAPPEQ+ |CCESR'3OG8(CONC)
<br />|CCESR-3iA0(MA8)
<br />B. HIGH STRENGTH BOLTS SHALL BEASTMA-325AND ASTMA4OOAS
<br />INDICATED ONSTRUCTURAL DRAWINGS. ALL BOLTS SHALL BE
<br />CONSIDERED BEARING TYPE WITH THREADS INCLUDED |NSHEAR
<br />528 STEEL COLUMNS: ALL VERTICAL LOAD CARRYING MEMBERS HAVE
<br />PLANE (CONNECTION TYPE N)UNLESS NOTED OTHERWISE. ALL
<br />BEEN NOTED AS"COLUMNS..ONTHE STRUCTURAL DRAWINGS. THIS
<br />HIGH STRENGTH BOLTED CONNECTIONS SHALL 8EINSTALLED
<br />NOTATION DOES NOT IDENTIFY THESE MEMBERS AS''POSTS''OR
<br />WITH NUTS CONFORMING TOASTMA503AND HARDENED
<br />"COLUMNS"A8DEFINED BYTHE LATEST OSHA RULES REGARDING
<br />WASHERS CONFORMING T0AGTMF438 .
<br />COLUMN ANCHORAGE REQUIREMENTS (OSHA 2QCFRPARTS iB28J51
<br />ANDiS2S755)�THESENERALOONTRACTOR.8TEELDETA|LER.AND
<br />C. ALL
<br />�
<br />STEEL ERECTOR SHALL BERESPONSIBLE T0DETERMINE THE
<br />SPECIFICATION FOR STRUCTURAL JOINTS USING ASTMA,325OR
<br />CORRECTOSHADES|8NATON'0FEACH�E�BERRE8ARDLESSDF
<br />A488BOLTS (LATEST EDITION) 8YTHE RESEARCH COUNCIL 0N
<br />THE NOTATION SHOVYNONTHE STRUCTURAL DRAWINGS.
<br />STRUCTURAL CONNECTIONS (VV���BOLTC0UNC|L�RG)�
<br />52�11 PRE-EN8|NEEREDSTEELSTA|RS:THESTEELSTA|RMANUFACTURER
<br />S2�5 8TEELAN�H0R��EELE�ENTO�
<br />SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED BYA
<br />PROFESSIONAL ENGINEER LICENSED |NTHE STATE OFTHE PROJECT,
<br />A. THREADED RODS SHALL BEALL-THREAO.(F.=88KS|)U.ND.
<br />B. WELDED HEADED STUDS: "NELSON STUDS" SHALL 8E8YNELSON
<br />STUD WELDING, INC. ORAPPROVED EQUIVALENT COMPLYING
<br />WITH A8TMA1O8. STUDS SHALL HAVE AMINIMUM F,0F05KG|.
<br />C. ANCHOR RODS: ANCHOR RODS SHALL 8EASTMF15154.Fy=38KS|
<br />WITH HOOKED END ATSTUD WALL CONNECTIONS UNLESS NOTED
<br />OTHERWISE. AJCOLUMN LOCATIONS ANCHOR RODS SHALL BE
<br />ASTMF1554.F'=38KS|WITH HEADED ORTHREADED/NUTTED END.
<br />TACK WELD NUT TOANCHOR ROD UNLESS NOTED OTHERWISE.
<br />WHERE NOTED, HIGH STRENGTH ANCHOR RODS SHALL BEADTM
<br />F1554 Fy=1OS KS|VV|TH DOUBLE '
<br />NOTES CONTINUE ON SHEETS0.02
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