|
STRUCTURAL STEEL (IBC 1705.2.1) CON'T CONCRETE CONSTRUCTION (IBC 1705.3):
<br /> INSPECTI INS AND TESTS SHALL NOTREQRED FOR:
<br /> BOLTED CONNECTION-PRIOR TO BOLTING (TABLE N5.6-11 AISC 360-16). CONCRETE SPECIAL
<br /> SPREAD CONCRETE FOOTINGS OF BUILDNGSB THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK
<br /> 2.CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS THREE STORIES OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK WHERE
<br /> A.THE FOOTINGS SUPPORT WALLS OF LIGHT-FRAME CONSTRUCTION
<br /> ITEM INSPECTION ACTION INSTRUCTIONS B.THE FOOTINGS ARE DESIGNED IN ACCORDANCE WITH TABLE 1809.7
<br /> C.THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH,Ft,NOT MORE THAN 2,500 PSI REGARDLESS OF THE
<br /> COMPRESSIVE STRENGTH SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS OR USED IN THE FOOTING CONSTRUCTION
<br /> CERTIFICATIONS OF FASTENERS PERFORM ® OBSERVE ❑ 3.NONSTRUCTURAL CONCRETE SLABS SUPPORTED DIRECTLY ON THE GROUND,INCLUDING PRESTRESSED SLABS ON GRADE,WHERE THE EFFECTIVE PRESTRESS IN THE CONCRETE IS LESS
<br /> THAN 150 PSI
<br /> 4.CONCRETE FOUNDATION WALLS CONSTRUCTED IN ACCORDANCE WITH TABLE 1807.1.6.2
<br /> FASTENERS MARKED PERFORM ❑ OBSERVE ® VERIFY THAT FASTENERS HAVE BEEN MARKED IN ACCORDANCE 5.CONCRETE PATIOS,DRIVEWAYS,AND SIDEWALKS ON GRADE
<br /> WITH ASTM REQUIREMENTS.
<br /> PROPER FASTENERS FOR JOINT PERFORM ❑ OBSERVE ® VERIFY GRADE,TYPE,AND BOLT LENGTH IF THREADS ARE ITEM FREQUENCY OF INSPECTION INSTRUCTIONS REFERENCED STANDARD
<br /> EXCLUDED FROM THE SHEAR PLANE.
<br /> REINFORCING STEEL,INCLUDING PRESTRESSING VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF ACI 318:CH 20,25.2,25.3,
<br /> PROPER BOLTING PROCEDURE PERFORM ❑ OBSERVE ® VERIFY PROPER PROCEDURE IS USED FOR THE JOINT DETAIL. TENDONS CONTINUOUS ❑ PERIODIC ® SPECIFIED TYPE,GRADE,AND SIZE;THAT IT IS FREE OF OIL,DIRT 26.6.1-26.6.3
<br /> AND RUST;THAT IT IS LOCATED AND SPACED PROPERLY;THAT
<br /> VERIFY APPROPRIATE PAYING SURFACE CONDITION AND HOLE HOOKS,BEND,TIES,STIRRUPS AND SUPPLEMENTAL
<br /> CONNECTING ELEMENTS PERFORM ❑ OBSERVE ® PREPARATION,IF SPECIFIED,MEET REQUIREMENTS. REINFORCEMENT ARE PLACED CORRECTLY;THAT LAP LENGTHS,
<br /> STAGGER AND OFFSETS ARE PROVIDED;AND THAT ALL
<br /> MECHANICAL CONNECTIONS ARE INSTALLED PER THE
<br /> PRE-INSTALLATION VERIFICATION TESTING' PERFORM ❑ OBSERVE ® OBSERVE AND DOCUMENT VERIFICATION TESTING BY MANUFACTURER'S INSTRUCTIONS AND/OR EVALUATION REPORT.
<br /> INSTALLATION PERSONNEL FOR FASTENER ASSEMBLIES AND
<br /> METHODS USED. REINFORCING BAR WELDABILITY CONTINUOUS PERIODIC VERIFY WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM AWS DlA ACI 318:26.6.4
<br /> ❑ ® A706 BASED UPON CARBON EQUIVALENT AND IN ACCORDANCE
<br /> ❑
<br /> PROPER STORAGE PERFORM OBSERVE ® VERIFY PROPER STORAGE OF BOLTS,NUTS,WASHERS,AND OTHER WITH AWS DIA.
<br /> FASTENER COMPONENTS.
<br /> REINFORCING BAR WELDING CONTINUOUS ® PERIODIC IDVISUALLY INSPECT ALL WELDS IN ACCORDANCE WITH AWS D1.4. AWS D1.4,ACI 318:26.6.4
<br /> NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED PER SECTION N5.6a OF AISC 360.16. VERIFY SIZE AND SPACING OF REINFORCEMENT.INSPECTION OF
<br /> ( ) SINGLE-PASS WELDS,MAXIMUM 5116',IS PERMITTED TO BE MADE
<br /> PERIODICALLY.
<br /> BOLTED CONNECTION DURING BOLTING (TABLE N5.6-2,AISC 360-16). CAST-IN BOLTS B EMBEDS CONTINUOUS ❑ PERIODIC ® INSPECT ANCHORS CAST IN CONCRETE. ACI 318:17.8.2
<br /> ANCHORS POST-INSTALLED IN HARDENED ACI 318:17.8.2A
<br /> ANCHORSIDOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED
<br /> ITEM INSPECTION ACTION INSTRUCTIONS CONCRETE MEMBERS:ADHESIVE ANCHORS CONTINUOUS ® PERIODIC ❑ By THE APPROVED SHALLCC-ES REPORT.
<br /> INSTALLED IN HORIZONTALLY OR UPWARDLY
<br /> m" VERIFY THAT FASTENER ASSEMBLIES ARE OF SUITABLE INCLINED ORIENTATIONS TO RESIST SUSTAINED
<br /> FASTENER ASSEMBLIES PERFORM ❑ OBSERVE ® CONDITION,PLACED IN ALL HOLES,AND WASHERS AND NUTS ARE TENSION LOADS
<br /> POSITIONED AS REQUIRED. ANCHORS POST-INSTALLED IN HARDENED ANCHORS/DOWELS SHALL BE SPECIALLY INSPECTED AS REQUIRED ACI 318:17.8.2.2
<br /> A�? CONCRETEMEMBERS.MECHANICAL ANCHORS AND CONTINUOUS ❑ PERIODIC ® BYTHE APPROVED ICC-ES REPORT.
<br /> ,� ❑SNUG-TIGHT PRIOR TO PRETENSIONING PERFORM OBSERVE ® VERIFY THAT JOINTS ARE BROUGHT TO SNUG-TIGHT CONDITION ALL OTHER ADHESIVE ANCHORS
<br /> F PRIOR TO PRE-TENSIONING OPERATION.ALSO APPLIES TO JOINTS
<br /> SPECIFIED AS SNUG-TIGHT ONLY.
<br /> o.m VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED
<br /> < USE OF REQUIRED MIX DESIGN CONTINUOUS ❑ PERIODIC ® CONSTRUCTION DOCUMENTS;ACI 318:CH 19,26A.3,26.4.4;AND IBC
<br /> eD VERIFY THAT FASTENER COMPONENT NOT TURNED BY WRENCH IS
<br /> o FASTENER COMPONENT'" PERFORM ❑ OBSERVE ® 1904.1,1904.2.
<br /> PREVENTED FROM ROTATING.
<br /> PRIOR TO CONCRETE PLACEMENT,3'W ® ❑ STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENTTE IET TESTS,AND ASTM C172
<br /> 3 NS FOR ASTM C31
<br /> PRETENSIONED FASTENERS"' PERFORM ❑ OBSERVE ® VERIFY THAT FASTENERS ARE PROGRESSING
<br /> SYSTEMATICALLY
<br /> IN ACCORDANCE CONCRETE TESTS CONTINUOUS PERIODIC
<br /> WITH RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY FROM DETERMINE THE TEMPERATURE OF THE CONCRETE. ACI 318:26.5,26.12
<br /> wa THE MOST RIGID POINT TOWARD THE FREE EDGES. INSPECT CONCRETE(AND SHOTCRETE)PLACEMENT FOR PROPER ACI 318:26.5
<br /> NOT REQUIRED IF ONLY SNUG-TIGHT JOINTS ARE SPECIFIED(PER SECTION N5.6a OF AISC 360-16). CONCRETE&SHOTCRETE PLACEMENT CONTINUOUS ® PERIODIC ❑ APPLICATION TECHNIQUES.
<br /> A(D
<br /> CURING TEMPERATURE AND TECHNIQUES CONTINUOUS ❑ PERIODIC ® VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT ACI 318:26.5.3-26.5.5
<br /> AT 50'F FOR AT LEAST 7 DAYS AFTER PLACEMENT.
<br /> BOLTED CONNECTION AFTER BOLTING (TABLE N5.6-31 AISC 360-16). STRENGTH CONCRETE SHALL BE KEPT AT>50 F FOR AT LEASTL3
<br /> DAYS.ACCELERATED CURING METHODS MAY BE USED(SEE ACI
<br /> 318:26.4.7-26.4.9).THE AMBIENT TEMPERATURE FOR SHOTCRETE
<br /> ITEM INSPECTION ACTION INSTRUCTIONS SHALL BE>40'F FOR THE SAME PERIOD OF TIME AS NOTED FOR
<br /> CONCRETE.SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST
<br /> DOCUMENT ACCEPTANCE OR REJECTION OF FOR AT LEAST 24 HOURS AFTER SHOTCRETING.ALL CONCRETE
<br /> BOLTED CONNECTIONS PERFORM ® OBSERVE ❑ MATERIALS,REINFORCEMENT,FORMS,FILLERS,AND GROUND
<br /> SHALL BE FREE FROM FROST.IN HOT WEATHER CONDITIONS
<br /> ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID
<br /> SHRINKAGE OTHER STEEL INSPECTIONS(SECTION N5.7&N5.8,AISC 360-16). WATETR/CEMENTT IC RATIO IS NON EXCE DEDT THE SPECIFIED
<br /> ITEM INSPECTION ACTION INSTRUCTIONS VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO ACI 318:26.11.2
<br /> STRENGTH VERIFICATION CONTINUOUS ❑ PERIODIC ® THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF
<br /> POST-TENSIONED TENDONS.
<br /> GALVANIZED STRUCTURAL STEEL MAIN MEMBERS PERFORM ® OBSERVE ❑ VISUALLY STRUCTU INSPECT
<br /> STEEL MAIN MEMBERS AND EXPOSED CORNERS OF VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO ACI 318:26.11.1.2(b)
<br /> RECTANGULAR HSS FOR CRACKS SUBSEQUENT TO GALVANIZING. FORMWORK CONTINUOUS ❑ PERIODIC ® THE SHAPES,LINES,AND DIMENSIONS OF THE MEMBERS AS
<br /> CRACKS SHALL BE REPAIRED OR THE MEMBER REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> SHALL BE REJECTED.
<br /> STRUCTURAL STEEL DETAILS PERFORM ® OBSERVE ❑ ALL FABRICATED STEEL OR STEEL FRAMES SHALL BE INSPECTED
<br /> TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN
<br /> CONSTRUCTION DOCUMENTS,SUCH AS BRACES,STIFFENERS,
<br /> MEMBER LOCATIONS,AND PROPER APPLICATION OF JOINT DETAILS
<br /> AT EACH CONNECTION.
<br /> INSPECTOR SHALL BE ON THE PREMISES DURING THE PLACEMENT
<br /> ANCHOR RODS AND OTHER EMBEDMENTS
<br /> SUPPORTING STRUCTURAL STEEL PERFORM ® OBSERVE ❑ OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING
<br /> STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION
<br /> DOCUMENTS.VERIFY THE DIAMETER,GRADE,TYPE,AND LENGTH
<br /> OF THE ANCHOR ROD OR EMBEDDED ITEM,AND THE EXTENT OR
<br /> DEPTH OF EMBEDMENT PRIOR TO PLACEMENT OF CONCRETE.
<br /> ■ BRPH
<br /> www.brph.com Copyright 02024
<br /> Architects Engineers,Inc.
<br /> 1902033rd Ave W,Suite 500 Stele of Washington N
<br /> Lynnwood,Washington,98036 Certificate cl Authorization 00
<br /> N A hitct
<br /> 425-921 J500 rceure o.603235512
<br /> Engineering No.3137 04
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> �yLEESy ACCEPTABILITY KKB 10.09.24 w
<br /> 4` Y WASk y�� THIS DESIcr1ArlD/oR CHECKED STATEMENT OF SPECIAL INSPECTIONS 10.09.24 N
<br /> - K40-021 Al-A3 FREEZE RECOVERY REBUIL0.IFP C258244 KKB BLS 10.09.24 O S ECFCATION S APPROVED CMA 10.09.24 SHEET p,
<br /> BOE/NG® ENGINEER RE S 2 c
<br /> APPROVED BY DEPT. DA E gLS 10.09.24 40-21 Al-A3 FREEZE RECOVERY REBUILDJ1 0
<br /> roYar BUILDING 40-021 L
<br /> �Q(��2 119011 O,�Rw� APPROVED JOB NO. COMP NO.
<br /> C259244 Q
<br /> RAL� r
<br /> srQxA �o APPROVED STRUCTURAL MASTER COL..9-3/A-B EVERETT WA DwcNo. 40-021-52c
<br />
|