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t, k <br /> I <br /> i ipm <br /> . bia <br /> N <br /> Bra <br /> am <br /> SCHEDULE OF SPECIAL INSPECTION SERVICES SCHEDULE OF SPECIAL INSPECTION SERVICES SCHEDULE OF SPECIAL INSPECTION SERVICES 1111) <br /> PROJECT APPLICABLE TO THIS PROJECT APPLICABLE TO THIS PROJECT APPLICABLE TO THIS PROJECT <br /> YIF YIF YIF <br /> MATERIAL/ACTIVITY SERVICE REQ. EXTENT AGENT* ATE COMPLETED MATERIAL/ACTIVITY SERVICE REQ. EXTENT AGENT*DATE COMPLETED MATERIAL/ACTIVITY SERVICE REQ. EXTENT AGENT*DATE COMPLETED <br /> Verify use of approved design Prior to placement of <br /> 1705.2 Steel Construction Field review Y Periodic <br /> mix controlled fill,observe Field Inspection Y Periodic <br /> Material verification of Review material Fresh concrete sampdng. Field testing Y Continuous hes ds and verify that site PACIKIQ I3CNaN. <br /> ptpATI <br /> high-strength bolts,nuts,and markings and certificates Y Periodic has been prepared properly <br /> washers, of compliance of concrete end <br /> 1705.11.1 Structural <br /> shotcrete placement for Field Inspection Y Continuous <br /> Inspection of high-strength Field inspection proper application techniquesSteel Special Inspections - <br /> bolting: Concrete and shotcrete for Selsmk Resistance <br /> a.Snug-tight joints Periodic curing operations. Field inspection Periodic Continuous Inspection of <br /> structural welding In SEA-FLEMING <br /> b.Pre-tensioned and Erection of precast concrete Field inspection Periodic accordance with AISC 341, Shop and Held inspection Continuous <br /> slip-critical joints members. Seismic Provisions <br /> 1)Tum-of-nut with y Periodic Concrete strength testing and Field testing and review 1705.11.7 Storage Racks <br /> matching markings verification of compliance Y Periodic (NE'W BUILD I <br /> with construction documents of laboratory reports and Access Floors <br /> 2)Direct tension indicator Periodic verification of In-situ concrete Special Seismic Resistance for <br /> Resistance 8320 EVERGREEN WAY <br /> 3)Twist-off bolt y Periodic strength,prior to stressing of <br /> 4 Tum-of-nut <br /> tendons In post tensioned Review field testing and <br /> Periodic Inspection during the EVERETT WA 203 <br /> without matching Y Continuous concrete and prior to removal laboratory reports end storage racks 8 feet a <br /> °9 of shores end forms from anchorage of access floors Field Ins SNOHOMSH COUNTY <br /> martdngs beams and structural slabs. greater In height inspection y Periodic <br /> 5)Calibrated wrench(Ref. Inspection of fomhwork for 1705.11.5 Architectural <br /> details on sheets A9.2-A9.4 Y Continuous shape,Ones,location and Field Inspection Y Periodic Components Special <br /> for torquing requirements. dimensions Inspections for Seismic <br /> Material verification of 1705.4 Masonry Construction Resistance O <br /> structural steel: Inspection during the erection <br /> a.Identification markings Field inspection y Periodic Verify proportion of site and fastening of exterior <br /> Field inspection Y Periodic <br /> prepared mortar,grout and Field and submittalcladding and Interior and <br /> b.Certified mail tests Review submittals Y Each submittal prestressing grout for bonded review Y Periodic exterior veneer, CAM^ Pf <br /> *�' <br /> tendons. Inspection during the erection <br /> Reviewzte of Verify construction of mortar and fastening of Interior and <br /> Weld filler materials. compliance <br /> and field PeriodicField Inspection Periodic exterior inspection Y Periodic ASSOCIATES <br /> verification walls. <br /> exterior non load bearing <br /> Verify location of walls. <br /> Structural steel welding: Shop and field Inspection reinforcement and 1705.11.6 Mechanical& 19401 40TH AVE.W.,SUITE 304 <br /> connectors,and placement of Field ins Y Periodic Electrical Components LYNNWOOD,WA 98036 <br /> a.Complete and portal Continuous prestressing tendons and inspection ( ) <br /> penetration groove weldsP 9 Special Inspections for PHONE:425 740-6390 <br /> anchorages. Pe FAX:(425)224-1614 <br /> Seismic Resistance <br /> b.Multi-pass fillet welds Continuos W W W.CAMPASSOC.COM <br /> Verify prestressing technique Field Inspection Periodic Inspection during the <br /> a.Single-pass fillet wrelds> <br /> Continuousanchorage of electrical <br /> 5/16- Verify size and location of Field and submittal Field inspection Periodic PROJECT MANAGER. MTM <br /> d.Single-pass filet welds< <br /> structural masonry elements. review Y Periatlk equipment for emergency or <br /> Y Periodic standby power systems. <br /> 5/16" Verify type,size,and location Level 1-Periodic: Inspection during the <br /> e.Floor and deck welds of anchors,Including details - <br /> Y Periodic of anchorage of masonry to Field Inspection anchorage of other electrical Field inspection Y Periodic <br /> Reinforcing steel waking: Shop and field Inspection structural members,frames, Level 2- Inspecequipment. PREPARED BY. GA <br /> e.Verification of vreldabllt of or other censWction. Continuous nspection during installation <br /> y Periodic Verify size,grade,and type of canypipingfla systems(Mended to <br /> steel other than ASTM A 706 of reinforcement. <br /> Field inspector Y Periodic APPROVE)BY. MTM <br /> b.Reinforcing steel-resisting or highly toxic contents andie <br /> flexural and axial forces In V�e�welding of reintordng Field inspection Continuous their associated mechanical - -- <br /> Intermediate and special units. <br /> moment frames,and ContinuousVerify protection of masonry <br /> the <br /> boundary elements of special during hot/cold weather. Field inspection PeriodicInsNaW ion of HVAC ductwork <br /> Field inspection Periodic <br /> concrete shear wads,and Y Level 1-Periodic that will contain hazardous 2 GA 01/22/19 FINAL PERMIT ISSUE <br /> shear reinforcement Verify grout space is deo Field inspection materials 1 GA 01/11/17 FINAL PERMIT ISSUE <br /> c.Shear reinforcement Continuous <br /> prior to grouting. Level 2- Inspection during the <br /> instalation of vibration Field Inspection Periodicd.Other reinforcingsteel Periodic Verify gran placement isolation systems.Continuous 0 GA 12/15/16 PRELIM PERMIT ISSUE <br /> A GA 10/17/16 PRELIM PERMIT ISSUE <br /> Inspection of steel frame joint <br /> complies with code end Field inspection Y Continuous <br /> construction document Steel1705.12.2 <br /> es Structural <br /> details To compliance with Field inspection provisions. Steel Testing for Seismic <br /> approved construction -PLAN REVIEWERS SIGNATURE <br /> documents. Testing of grout specimens, Resistance <br /> mortar specimens,and/or Test In accordance with the <br /> a.Details such as bracing& Field testing PeriodicShop and field testing Per AISC 341 <br /> stiffeningdic Prisms required by 9ualfy assurance <br /> construction documents requirements of AISC 341, <br /> b.Member locations Periodic Observe preparation of Seismic Provisions <br /> c.Application of joint details prisms required by Field Inspection Continuous Ultrasonically test for <br /> M each construction documents discontinuities behind and <br /> Periodic cst <br /> Verify compliance withadjacent to welds with base <br /> 1705.3 Concrete Construction required testing and metalthicker than 1.5 inches Shop and field tasting Each occurrence <br /> Field testing and where subject to <br /> Inspection of reinforcing steel <br /> inspectionovisions of <br /> s and Periodic <br /> inspection through-thickness weld <br /> Installation. Field Inspection y Periodic. shrinkage strains. I <br /> the approved submittals. <br /> inspection of prestressing Irplant o field review Pedodk Verify grade and size of 1705.11.6 Seismic <br /> steel Installation. <br /> Inspection of restressed prestressing tendons and Field inspection Periodic Qualificationicalod STEP <br /> p in-plant a field review anchorages. Mechanical and <br /> concrete: <br /> a.Application of prestressing Verify proper grouting of Field Inspection Continuous - Eb Review certificate Equipment ,tlegylT/j• <br /> force Continuous Prestressing tendons. of CertlAcete of cempdance a of 9 < <br /> b.Grouting of bonded compliance for designated Y Each submittal F - m <br /> Verify application and Level 1-Periodic review <br /> prestressing tendons in the measurement of prestressing Field Inspection Level 2 seismic system components ,i/ u/ <br /> Continuous / j�- II / <br /> seismic-fora:-resisting f0� Continuous - / I <br /> system <br /> 1705.6 Soils ..j4, ,!Last• <br /> Inspection of anchor bolts to <br /> Verify materials below "TONAL 4'01/2Z/Ig <br /> be installed in concrete prior <br /> to and du <br /> shallow foundations are Field inspection Y Periodic <br /> ring placement of <br /> concrete where allowable Field inspection Continuous adequate to achieve the <br /> loads have been increased design bearing capacity. <br /> SHEET <br /> RABE <br /> per IBC section 1908.5 or Verify excavations are <br /> where strength design is used extended to proper depth and Field inspection y Periodic <br /> inspection of anchors and have reached proper material. SPECIAL <br /> reinforcing steel installed In Perform classification and <br /> hardened concrete:verify testing of controlled f11 Field Inspection Periodic INSPECTION <br /> anchor type,anchor materials. <br /> dimensions,hole dimensions, <br /> hole cleaning procedures, Field inspection y Periodic d )Verify use and diner thicknesses <br /> materials, <br /> anchor spacing,edge <br /> during <br /> hole <br /> andkField inspection Y Continuous <br /> distances,concrete minimum compaction of controlled fill - <br /> r NUMBERthickness,anchor <br /> embedment and tightening <br /> torque <br /> S1.2 <br /> •The registered/certified agent In accordance with the project jurisdiction. <br /> 0_?1 <br /> - <br /> PROECT NUMBER <br /> • <br /> 20181380230 <br />