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REINFORCING STEEL
<br />1 REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND SENDS, AIND
<br />PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318.
<br />2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 60.
<br />3. WELDED TORE FABRIC SHALL CONFORM TO ASTM A-185.
<br />4� -THE FOLLOWING SHALL BE USED IN CONCRETE BUILDING STRUCTURES:
<br />A. THE ACTUAL- YIELD STRENGTH BASED ON MILL TESTS SHALL NOT EXCEED
<br />THE 'SPECIFIED YIELD STRENGTH 13Y MORE THAN 18,000 PSI. RETESTS
<br />SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL .3000 PSI�
<br />8. THE RA310 OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL
<br />TENSILE YIELD STRENGTH SHALL NOT BE LESS THAN 1�25�
<br />5. ALL, REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT B,',--
<br />RE-43EN1
<br />6. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS.
<br />7. WELDED WARE FABRIC SHALL- BE LAPPED AT SPLICES SUCH THPT A MINIMUM OF
<br />THREE YPRES PARALLEL TO THE SPLICE AIRE OVERLAPPED. SPLICES SHALL
<br />OVERLAP A M101MUM OF- 8 INCHES.
<br />DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME
<br />GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY,
<br />UNLESS OTHERWISE NOTED.
<br />9. PROVIDE #4 x 0-0' DIAGONAL BAR AT ALL REENTRANT CORNERS OF CONCRETE
<br />SLABS ON GRADE AND SLABS ON METAL- DECK.
<br />!0 NO BARS PARTIALU'( EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT
<br />UNLESS SPECOFICALL1 SO DETAILED AND REVIEWED BY THE STRUCTURAL
<br />ENGINEER.
<br />'I I WELDING OF' REIN FORCEMENT SHALL CONFORM TO THE 2005 EDITION OF AWS
<br />D1.4 "STRUCTURAL WELDING CODE -REINFORCING STEELA WELDED CONNECTIONS
<br />NOT SPECIFIED ON THE PLANS "--)HALL BE ISUBMI-FTED FOR REVIEW AND APPRO'vAL
<br />BY THE STRUCTURAL ENGINEER.
<br />1 On REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706, BARS
<br />CONFORMING TO ASTM A-415 MAA1 13E SUBSTITUTED PROVIDED THAT
<br />DOCUMENT/AkTION IS SUBMITTED -TO THE STRUCTURAL ENGINEER FOR REVIEW
<br />SHOWING THAT THE BARS FUL1Y CONFORM TO THE WELDABILITY REQUIREMENTS
<br />OF AWS 0-1.4.
<br />11 REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT
<br />OF CONCRETE OR GROUT. CONCRETE REINFORCEMENT OF SHALL- BE SECURED
<br />IN CONFORMANCE WITH ACI-3118 SECTION 7.5. MASONRY REINFORCEMENT SHALL
<br />BE SECURED IN CONFORMANCE WITH ACI-3,50.1 SECTION 14.
<br />14� REINFORCING STEEL PROJECTING FROM THE CONCRETE OR MASONRY AND
<br />CONNECTING DIRECTLY TO STRUCTURAL STEEL WHERE DIMENSIONAL CONTROL IS
<br />CRITICAL OR WHERE. SPECIFICALLY P40TEED ON THE PLAN SHALL BE TREAVTIED AS
<br />AN ANCHOR ROD AND SHALL CONFORM TO THE TOLERANCES SPECIFIED 11\1
<br />SECTION 7.5 OF AISC 30-.3--05 "CODE OF STANDARD PRACTICE FOR STEEL
<br />BUILDINGS AND BRIDGES".
<br />CONCRETE
<br />1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE
<br />BUILDING CODE AND ACI SPECIFICATIONS.
<br />2. CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT
<br />SPECIFICATIONS IN ADDITION TO -THE REOUIREMENTS IN THESE DRAWINGS.
<br />WHERE THE SPECIFICATIONS APPEAR TO CONFLICT WITH THE REQUIREMENTS IN
<br />THESE DRAWINGS, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE
<br />ARCH ITECT/STRUCTU RAL ENGINEER BEFORE PROCEEDING WITH WORK.
<br />3. CONCRETE SHALL CONFORM TO THE STRENIGTH, WATER -CEMENT RATIO, EXPOSURE
<br />CLASS, MAXIMUM UiNIT WEIGHT AND CEMENT TYPE SPECIFIED IN THE TABLE
<br />BELOW� CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DNY CYLINDER TESTS.
<br />ELEMENT f , c MAX W/C EXPOSURE MAX UNIT CEMENT
<br />P �15 I R AT 10 C Gt\ S S WEIGHT TYPE
<br />ALL CONCRETE 4,500 0.45 C1,S2 -145 1 OR 11
<br />EXPOSURE CLASSES ARE F% SO, PO, CO UNLESS NO -FED OTHERWISE IN THE
<br />TABLE ABOVE.
<br />TOTAL WATER IN CONCRETE FOR SLABS ON GRADE SHALL NOT EXCEED 285
<br />LBS PER CUBIC YARD.
<br />4. CONCRETE MIXES SHALL COMPLY WITH ACI 318 SECTION 4.3 FOR TIHIE EXPOSURE
<br />CLASSES INDICATED THE TABILE ABOVE, FOR CLASSES F1 THROUGH F3, /AfR
<br />ENTRAINMENT SHALj_ MEET THE REOUIREMENTS OF ACI318 TABLE 4.4.1.
<br />5. PORTILAND CEMENT SHALL CONFORM -TO ASTM C150 OF -THE TYPE SPECIFIED IN
<br />THE TABLE ABOVE.
<br />6� COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM
<br />TO ASTM C3.3,
<br />7. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-3.30,
<br />CONCRETE CONT.
<br />8. WATER SHALL BE CLEAR AND SHALL CONFORM TO AsTm C994.
<br />9. CONCRETE MIXING OPERATIONS SHALL CONFORM TO ASTM C94.
<br />1 (1 CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCE FLOWABLE
<br />CONCRETE. MAXIMUM SLUMP SHALL NOT EXCEED 8 INCHES MEASURED AT THE
<br />PUMP. THE WATER/CEMENTIOU. MATERIAL RATIO 0;F THE APPROVED MIXES
<br />SHALL BE MAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED. A
<br />REPRESENTATIVE OF THE ADMIXTURE SYSTEM SHALL ASS'l-ST IN DETERMINING
<br />PROPORTIONS FOR FLOWABLE CONCRETE AND SHALL BE REVIEWED BY THE
<br />STRUCTURAL ENGINEER AND ARCHITECT PRIOR -TO EMPLOYING THIS PROCEDURE.
<br />SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENIT&
<br />11 THE FOLLOWING MINIMUM CONCRETE COVER SHAL-L BE PROVIDED FOR
<br />REINFORCEMENT PLACED IN CAST-IN--PI_ACE CONCRETE:
<br />CONCRETE
<br />COVER
<br />(MINIMUM' )
<br />A. CONCRETE CAST AGAINST AND PERMANENT& EXPOSED TO EARTH: 3"
<br />B. CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />116 THROUGH #18 BARS 2
<br />-Tf
<br />#5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1 /2
<br />C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUOIID:
<br />SLABS, WALLS, JOISTS:
<br />#14 AND #10 BARS 1 1/2''
<br />#11 BARS AND SMALLER 3/43Y
<br />BEAMS, COLUMNS3:
<br />PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 1 /2
<br />SHELLS, FOLDED PLKFE MEMBERS:
<br />#6 BAR AND LARGER 3/4-2
<br />#5 BAR, W& OR D31 WIRE, AND 'SMALLER i /2
<br />10n BASE PLATE GROUT SHALL BE NON -SHRINK TYPE CONFORMING TO AS_FM
<br />(2-11097 WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 7000 PSI.
<br />13. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI REQUIREMENTS AND TrHE
<br />CONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACES AGAINST WHICH
<br />CONCRETE IS TO BE PLACED, UON.
<br />14-. FORMS FOR CONCRETE SHALL BE" LjWD OUT AND CONSTRUCTED TO PROVIDE THE
<br />SPECIFIED CAMBERS SHOWN ON THE DRAWINGS,
<br />15. THE CONTRACTOR SHALL MAINTAIN A LOG OF STRUCTURAL SLA 8 ELEVATIONS
<br />BASED ON -THE STRUCTURAL DRAVANGS PLUS THE ADDITION OF ANY CAMBERS
<br />INDICATED ON THE CONSTRUCTION DOCUMENTS, THIS LOG SHALL INDICATE
<br />SCREED EIEVA-TIONS PRIOR TO THE CONCRETE POUR AND TOP OF CONCRETE
<br />SLAB PPJOR TO REMOVAL OF FORMS.
<br />16� PROJECTING CORNERS OFF BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED
<br />WITH A 3/4 INCH CHAMFER, UNLESS OTHERWISE NOTED ON THE STRUCTURAL
<br />DRAWINGS.
<br />17� PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS 1N CONCRETE
<br />BEFORE PLACING, FlEI14FORCING SHALL NOT BE CUT. CORING OF CONCRETE IS
<br />NOT PERMITTED EXCEPT AS INDICATED�
<br />18. CONDUIT OR PIPE OUTSIDE DIAMETER SrHALL NOT EXCEED ONE THIRD OF THE
<br />SILAB TIHICKNESS AND SHALL BE PLACED BETWEEN THE TOP AND BOTTOM
<br />REINFORCING, UNLESS SPECIFICALLY DETAILED OTHERWISE, CONDUITS SHALL BE
<br />SPACED SUCH THAT THE CLEAR DISTANCE BETWEEN IS NOT LESS THAN THE
<br />LARGER OF THREE TIMES THE LARGER PIPE DIAME:FER OR FOUR INCHES.
<br />CO, -RATIONS OF CONDUrr NOT MEETING THESE LIMIT Tno S SHALL BE
<br />C NCENI A N
<br />SUBMITTED TCO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR 1-0
<br />PLACEMENT,
<br />SPECIAL INSPECTION
<br />1, SPECIAL INSPECTION BY A REGISTERED OEPUTFt BUILDING INSPECTOR, IN
<br />CONTRACT' WITH THE OWNER AND APPROVED BY THE BUILDING OFFICIAL, SHALL
<br />BE REQUIRED FOR THE FOLLOWING TYPES OF WORK (SEE THE PROnJECT
<br />SPECIFICATIONS FOR FURTHER REQUIREMENTS):
<br />ITEM BUILDING CODEE
<br />REFERENCE
<br />CONCRETE 1704.7
<br />SOIL 17017
<br />SPECIAL SYSTEMS- 17051.1
<br />EXPANSION/EPDXY ANCHOR DOLTS
<br />2. SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON
<br />FHE PREMISES OF A FABFACATOR REGISTERED AND APPROVED BY 'THE BUILDIING
<br />OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. CERTIFICATES
<br />OF COMPLIANCE SHALL BE SUBMITTED TO THE BUILDING OFFICIAL FROM THE
<br />FABRICATORS OR MANUFACTURERS OF THE FOLLOWING COMPONENTS:
<br />STRUCTURAL STEEL
<br />SAY
<br />,RiG
<br />REVISION
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<br />BY
<br />APPROVED
<br />DATE
<br />SPECIAL INSPECTION CONT.
<br />3. EPDXY OR EXPANSION TYPE ANCHORS S11ALL BE APPROVED BY THE BUILDING
<br />OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING 1-0 THE
<br />MANUFACTURER'S RECOMMENDATIONS AND !CC PRODUCT APPROVAL CONDITIONS1
<br />4. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP AND FIELD, OF
<br />MOMENT --RESISTING FRAMES 'SHALL BE PROVIDED IN ACCORDANCE WITH THE
<br />GOVERNING CODE.
<br />1 SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE
<br />DISTRIBUTED TO THE OWNER, STRUCTURAL ENGINEER, AND BUILDING OFFICIAL
<br />WITH DEFICIENCIES CLEARLY NOTED.
<br />6� DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS.
<br />DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY:
<br />A. (PER) PERIODIC OBSERVATION OF WORK REOUIRING SPECIAL INSPECTION
<br />BY AN APPROVED SPECIAL INSPECTOR. WHO IS PRESENT IN THE AREA
<br />WHERE THE WORK HAS BEEN OR 15; BEING PERFORMED AND AT THE
<br />COMPLETION OF THE WORK.
<br />B. (CONT) CONTINUOUS OBSERVAFION OF WORK REQUIRING SPECIAL
<br />INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN
<br />THE AREA WHERE THE WORK IS BEING PERFORMED.
<br />STRUCTURAL OBSERVATION
<br />1. STRUCTURAL OBSERQTION IS; REQUIRED FOR THE STRUCTURAL SYSTEM IN
<br />ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE
<br />VISUAL OBSERVATION OF- THE EIEMENTVS AND CONNECTIONS OF THE STRUCTURAL
<br />SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETED
<br />STRUCTURE FOR GENERAL CONFORMANCE -TO THE APPROVED PLANS AND
<br />SPECIFICATIONS. STRUCTURAL 08r��`,FRVATION DOES NOT WAIVE JFHE RESPONS��IBILITY
<br />FOR THE INSPECTIONS REQUIRED OF THE BUILEANG INSPECTOR OR THE" DEPUTY
<br />INSPECT01
<br />2� THE OWNER SHALL EMPLOY AN ENGINEER LICEN-::ED TO PERFORM STRUCTURAL
<br />OBSERVATION IN THE PROJECT JURISDICTION.
<br />3, THE STRUCTURAL OBSERVER SHALL PROVIDE A LETTER To BE SUBMITTED TO THE
<br />BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE 'THE FIRST SITE
<br />VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM THE OWNER OF THE
<br />REQUIREMENTS FOR A PRECONSTRUCTION MEETING AND SHALL PRESIDE OVER
<br />[HIS MEETING.
<br />4, THE OWNER OR OWNEFVS REPRESENTATIVE SHALL COORDINATE COMMUNICATION
<br />BETWEEN THE EKKANEER OR ARCHITECT RESPONSIBLE FOR 'THE STRUCTURAL
<br />DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND
<br />SPECIAL INSPECTORS, THE PURPOSE OF THIS COMMUNICATION SHALL BE TO
<br />IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT
<br />THE VERTCAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW
<br />SCHEDULING OF THE REQUIRED OBSERVATIONS.
<br />5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OB'S)ERVA;rION AND ISSUED
<br />TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL, A RECORD
<br />OF THE PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE
<br />FIRST OBSERVATION REPORT,
<br />6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS
<br />PRIOR TO DATE OF THE PROPOSED OBSERVATION,
<br />7. 'THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING
<br />SIGNIFICANT CONSTRUCTION STAGES:
<br />(CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED:
<br />k AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRUCTURE
<br />SUBMITTALS
<br />1. THE FOLLOWING ITEMS SHALL BE SUBMITTED -TO THE STRUC-11-URAL ENGINEER FOR
<br />REVIEW AND APPROVAL PRIOR TO FAB R ICATI OIN/ FIR ECTIO N/I NSTALLATI ON. THESE
<br />ITEMS ARE IN ADDITION TO ANY SUBMITTAL REQUIREMENTS SPECIFIED ON THESE
<br />PLANS OR IN THE PROJECT SPEC! FIC,1VFIONS.
<br />STRUC-11-URAL SUBMITTALS
<br />1TEINVI
<br />PROD
<br />SHOP
<br />TEST
<br />CALCS
<br />BLDG
<br />DATA
<br />DWGS
<br />RESULTS
<br />1) E PT
<br />CONCRETE
<br />YES
<br />YES
<br />GROUT
<br />YES
<br />["EPDXY AND EXP ANCHORS
<br />YES
<br />On "PROD DATA" - SUBMIT ADEQUATE DOCUMENTATION THAT THE PRODUCT
<br />PROPOSED TO BE USED MEETS THE" REOUIREMENTS ON THESE PLANS AND THE
<br />PROJECT SPECIFICAT IONS.
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<br />12.0U1
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<br />12-09.21
<br />1ZOU-1
<br />STRUCTURAL MASTER
<br />SUBMI-91-ALS CONT
<br />3, "SfHOP DWGS" --- SUBMIT COMPLETE SHOP DRAWINGS SUFFICIENT -TO SHOVY,
<br />QUANTITIES AND KINDS OF MATERIALS, METHODS OF ASSEMBLY, AND ALI.- DATA
<br />REQUIRED FOR FABRICATION, ERECTION, AND INSTALLATION. THE PURPOSE OF
<br />TI-IESE- DRAWINGS IS TO DEMONSTRATE THAT THE CONTRACTOR UNDERSTANDS THE
<br />DESIGN CONCEPT DOCUMENTED HEREIN, SUBMITTALS CONSISTING OF DRAWINGS
<br />TA,KEI,j DIRECTLY FROM THESE PLANS TOLL NOT BE APPROVED. IF' DEVIA'TIONS,
<br />DISCREPANCIES OR CONFLICTS BETWEEN SHOP DRAWING SUBMITTALS AND THE
<br />CONTRACT DOCUMENTS ARE EASCOVERED, EITHER PRIOR TO OR Af'FER REVIEW BY
<br />THE STRUCTURAL ENGINEER, THE DESIGN DRAWINGS AND SPECIFICATIONS SHALL
<br />CONTROL AND SHALL BE FOLLOWED. RESPONSIBILITY FOR ADHERENCE 1-0 THE
<br />CONTRACT DOCUMENTS UES SOLELY WITH THE! CONTRACTOR. DIMENSIONS AND
<br />QUANTITIES ARE NOT REVIEWED BY THIE STRUCTURAL ENGINEER AND THEREFORE
<br />MUST BE VERIFIED BY THE CONTRACTOR.
<br />4� "TEST RESULTS" - SUBMIT RESULTS FOR ANY TESTING REQUIRED BY BUILDING
<br />CODE OR THESE PLANS,
<br />5. "CAL -CS" - SUBMIT SIGNED AND SEALED PREPARED BY A DESIGN PROFESSIONAL
<br />AUTHORIZED TO PERFORM WORK IN THE PROJECT JURISDICTION. CALCULATIONS
<br />SHALL INDICATE THE MAGNITUDE AND DIRECTION OF ALL LOADS IMPOSED ON THE
<br />BASIC STRUCTUREF. THE COMPONENT DESIGNER SHALL BE RESPONSIBLE FOR
<br />CODE CONFORMANCE AND &L NECESSARY CONNECTIONS NOT SPECIFICALLY
<br />CALLED OUT ON THE ARCHITECFURAL AND STRUCTURAL DRAWINGS.
<br />"BLOG DEPT" - IF CHECKED, THE SUBMITTALS SHALL BE REVIEWED, AND
<br />APPROVED BY 'THE I UILDING OFFICIAL PRIOR TO FABRICATION AND/OR
<br />INSTALLATION.
<br />7. THE CONTRACTOR SHALL REVIEW, STAMP AND APPROVE SUBMITTALS PRIOR TO
<br />REVIEW BY THE STRUCTURAL ENGINEER. UNREVIEWED OR UNSTAMPED SUBMITTALS
<br />WILL BE RETURNED TO THE CONTRACTOR UNREVEWED.
<br />8. THE CONTRACTOR SHALL ALLOW TWO WEEKS FOR REVIEW OF SUBMITTALS,
<br />COMMENTS OF! MARKS ON SUBLITTALS ARE A NORMAL AND EXPECTED PART OF
<br />THE SUBMITTAL PROCESS AND SHALL NOT BE USED AS A BASIS FOR CHANGE
<br />ORDERS. TIME REQUIRED TO REVISE AND RESUBMIT ANY SUBMITTAL SHALL BE
<br />CONSIDERED INHERENT IN THE TO THE SUBMITTAL REVIEW PROCESS AND SHALL
<br />NOT BE DEEMED A CHAINGE ORDER.
<br />9. RESUBMITTALS SHALL HAVE ALL REVISIONS CLEARLY IDENTIFIED WITH DRAWING
<br />CLOUDS AND REVISION DATES. TIHE STRUCTURAL ENGINEER SHALL NOT BE
<br />RESPONSIBLE FOR THE REVIEW OF ANY UNMARKED REVISIONS.
<br />10� CONTRACTOR REOUESTED CHANGES OF? SUBSTITUTIONS SHALL BE SUBMITTED IN
<br />WRITING TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TOFABRICATION
<br />OR CONSTRUCTION. CHANGES SHOWN (ON SHOP DRAWINGS ONLY WILL NOT
<br />SATISFY THIS REQUIREMENT. CONTRACTOR WILL BE RESPONSIBLE FOR ANY
<br />ADDITIONAL ENGINEERING EFFORT AND ASSOCIATED FEES REQUIRED FOR REVIEW
<br />AND APPROVAL OF REQUESTED CHANGES AND SUBSTITUTIONS,
<br />POST INS-117'\LLED ANCHORAGE
<br />i. ADHESIVE ANCIHORAGES, WHERE SPECIFIED ON THE DRAWINGS, SHALL CONFORM
<br />TO THE FOLLOWING:
<br />A. CONCREjE EPDXY AkICIHORS: HILTI HIT --RE 500-SD ESR-2._322
<br />& GROUTED REINFORCED
<br />CMU EPDXY ANCIHORS: 1-1111131 HIT-IHY 70 ESR-2682
<br />C, UNREINFORCED OR UNGROUTED
<br />MASONRY EPDXY ANCHORS HILTI HIT-HY 70 ESR-2682
<br />2. MECHANICAL- ANCHORAGES, WHERE SPECIFIED ON THE DRATOINGS, SHALL
<br />CONFORM TO THE FOLLOWING:
<br />A, CONCRETE EXPANSION ANCHORS: HILTI KWIK BOLT Tz ESR--- 19 17
<br />0 CONCRETE UNDERCUT ANCHORS: 11ILTI HAD ESR-- 1546
<br />C. GROUTED REINFORCED
<br />CMU EXPANSION ANCHORS: HILTI KWIK BOLT 3 ESR- 1 .385
<br />3. DRILL-ING SHALL BE PERFORMED WITH A ROTARY HAMMER [)Ed[-[- AND CARBIDE
<br />TIPPED DRILL BIT IN ACCORDANCE WITH THE MANUFA(,TURER'S INSTRUCTIONS
<br />AND THE APPLICABLE ICC EVALUATION REPORT.
<br />4. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITIH THE MANUFACTURER'S
<br />INSTRUCTIONS AND THE APPLICABLE ICC EVALUASION REPORT IN ORDER TO
<br />PRODUCE A DRY, DUST -FREE HOLE.
<br />5. INJECTION OF ADHESIVE SHALL BE PERFORMED It! ACCORDANCE WITH
<br />MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE ICC EVALUATION REPORT 11\1
<br />ORDER TO PRODUCE AN AIR -VOID FREE INJECTION.
<br />6. SPECIAL CONDITIONS SUCH AS WATER SATURATED CONCRETE, wATER-FILIED
<br />HOLES, UNDERWATER AND OVERHEAD INSTALLATIONS MUST BE APPROVED BY 'THE
<br />ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE ICC-ES REPORT.
<br />CITY OF EVERETT
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<br />17 8 6 915 7nmc) 12�O9�21
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<br />JOB NO. COMP NO.
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