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SCHEDULE OF SPECIAL INSPECTIONS SERVICESPROJECTMATERIAL / ACTIVITYc. Grade, type, and size ofreinforcement, anchor bolts, andprestressing tendons andanchoragesd. Prestressing techniquee. Properties of thin-bed mortarfor AAC masonrySERVICEField InspectionField InspectionAPPLICABLE TO THIS PROJECTEXTENTAGENT*DATE COMPLETEDPeriodicPeriodic(b)Field Inspection(b) Required for the first 5,000 square feet(c) Required after the first 5,000 square feetf. Sample panel constructionY/NLevel 2 - Continuous(c)Level 2 - PeriodicLevel 3 - ContinuousField InspectionLevel 2 - PeriodicLevel 3 - Continuous2. Prior to grouting, verify that the following are in compliance:a. Grout spaceField Inspectionb. Placement of prestressingField Inspectiontendons and anchoragesc. Placement of reinforcement,Field inspectionconnectors, and anchor boltsd. Proportions of site-preparedgrout and prestresssing grout forField Inspectionbonded tendons3. Verify compliance of the following during construction:a. Materials and procedures withField inspectionthe approved submittalsb. Placement of masonry unitsField Inspectionand mortar joint constructionc. Size and location of structuralField inspectionmembersLevel 2 - PeriodicLevel 3 - ContinuousPeriodicLevel 2 - PeriodicLevel 3 - ContinuousPeriodicPeriodicPeriodicPeriodicLevel 2 - Periodicd. Type, size, location of anchors,including other details ofanchorage of masonry tostructural members, frames, orother constructionField inspectione. Welding of reinforcementField inspectionContinuousf. Preparation, construction, andprotection of masonry during coldweather (temperature below 40oF)or hot weather (temperatureabove 90oF)Field inspectionPeriodicField testingContinuousField inspectionContinuousg. Application and measurementof prestressing forceh. Placement of grout andprestressing grout for bondedtendons is in compliancei. Placement of AAC masonryunits and construction of thin-bedmortar jointsField inspection(b) Required for the first 5,000 square feet(c) Required after the first 5,000 square feet4. Observe preparation of groutspecimens, mortar specimens, and/orprismsLevel 3 - ContinuousLevel 2 - Continuous(b)Level 2 - Periodic(c)Level 3 - ContinuousLevel 2 - PeriodicField inspectionLevel 3 - Continuous1705.5 Wood Construction1. For prefabricated wood structuralelements, inspection of the fabricationprocess and assemblies in accordancewith Section 1704.2.5.2. For high-load diaphragms, verifygrade and thickness of structural panelsheathing agree with approvedbuilding plans.2018 INTERNATIONAL BUILDING CODEIn-plant review (3)PeriodicField inspectionPeriodicB5 of B10

SCHEDULE OF SPECIAL INSPECTIONS SERVICESPROJECTMATERIAL / ACTIVITY3. For high-load diaphragms, verifynominal size of framing members atadjoining panel edges, nail or staplediameter and length, number offastener lines, and that spacingbetween fasteners in each line and atedge margins agree with approvedbuilding plans4. Metal-plate-connected woodtrusses:a. Verification that permanentindividual truss memberrestraint/bracing has been installed inaccordance with the approved trusssubmittal package when the trussheight is greater than or equal to 60".b. For trusses spanning 60 feet orgreater: verify temporary andpermanent restraint/bracing areinstalled in accordance with theapproved truss submittal packageSERVICEY/NAPPLICABLE TO THIS PROJECTEXTENTAGENT*DATE COMPLETEDField inspectionPeriodicField inspectionPeriodicField inspectionPeriodic1. Verify materials below shallowfoundations are adequate to achievethe design bearing capacity.Field inspectionPeriodic2. Verify excavations are extended toproper depth and have reached propermaterial.Field inspectionPeriodicField inspectionPeriodicField inspectionContinuousField inspectionPeriodicField inspectionContinuousField inspectionContinuousField inspectionContinuousField inspectionContinuousSee Section 1705.2See Section 1705.2See Section 1705.3See Section 1705.3Field inspectionIn accordance withconstructiondocuments1705.6 Soils3. Perform classification and testing ofcompacted fill materials.4. Verify use of proper materials,densities, and lift thicknesses duringplacement and compaction ofcontrolled fill5. Prior to placement of controlled fill,inspect subgrade and verify that sitehas been prepared properly1705.7 Driven Deep Foundations1. Verify element materials, sizes andlengths comply with requirements2. Determine capacities of testelements and conduct additional loadtests, as required3. Inspect driving operations andmaintain complete and accuraterecords for each element4. Verify placement locations andplumbness, confirm type and size ofhammer, record number of blows perfoot of penetration, determine requiredpenetrations to achieve designcapacity, record tip and butt elevationsand document any damage tofoundation element5. For steel elements, performadditional inspections per Section1705.26. For concrete elements and concretefilled elements, perform tests andadditional inspections per Section1705.37. For specialty elements, performadditional inspections as determinedby the registered design professionalin responsible charge1705.8 Cast-in-Place Deep Foundations2018 INTERNATIONAL BUILDING CODEB6 of B10

SCHEDULE OF SPECIAL INSPECTIONS SERVICESPROJECTMATERIAL / ACTIVITY1.Inspect drilling operations andmaintain complete and accuraterecords for each element2. Verify placement locations andplumbness, confirm elementdiameters, bell diameters (ifapplicable), lengths, embedment intobedrock (if applicable) and adequateend-bearing strata capacity. Recordconcrete or grout volumes3. For concrete elements, performtests and additional inspections inaccordance with Section 1705.3SERVICEY/NAPPLICABLE TO THIS PROJECTEXTENTAGENT*DATE COMPLETEDField inspectionContinuousField inspectionContinuousSee Section 1705.3See Section 1705.3Field inspectionContinuousShop inspectionAs noted in eachapplicable shop activity1705.9 Helical Pile FoundationsVerify installation equipment, piledimensions, tip elevations, final depth,final installation torque and otherinstallation data as required byconstruction documents.1705.10 Fabricated items1. List of fabricated items requiringspecial inspection during fabrication:2. List of fabricated items to befabricated on the premises of afabricator approved to perform suchwork without special inspection(including name of approved agencyproviding periodic auditing):1705.11.1 Structural Wood Special Inspections For Wind Resistance1. Inspection of field gluing operationsof elements of the main windforceresisting system2. Inspection of nailing, bolting,anchoring and other fastening ofcomponents within the main windforceresisting system, including wood shearwalls, wood diaphragms, drag struts,braces and hold-downs.Field inspectionContinuousShop (3) and field inspectionPeriodic1705.11.2 Cold-formed Steel Special Inspections For Wind Resistance1.Inspection during welding operationsof elements of the main windforceresisting system2. Inspection of screw attachment,bolting, anchoring and other fasteningof components within the mainwindforce-resisting system, includingshear walls, braces, diaphragms,collectors (drag struts) and holddowns.Shop (3) and field inspectionPeriodicShop (3) and field inspectionPeriodic1705.11.3 Wind-resisting Components1. Roof covering, roof deck and roofframing connections.2. Exterior wall covering and wallconnections to roof and floordiaphragms.Shop (3) and field inspectionPeriodicShop (3) and field inspectionPeriodic1705.12.1 Structural Steel Special Inspections for Seismic Resistance1. Seismic force-resisting systems inSDC B, C, D, E, or F.2. Structural steel elements in SDC B,C, D, E, or F other than those in Item1. including struts, collectors, chordsand foundation elements.Shop (3) and field inspectionIn accordance withAISC 341Shop (3) and field inspectionIn accordance withAISC 3411705.12.2 Structural Wood Special Inspections for Seismic Resistance2018 INTERNATIONAL BUILDING CODEB7 of B10

SCHEDULE OF SPECIAL INSPECTIONS SERVICESPROJECTMATERIAL / ACTIVITYSERVICEY/NAPPLICABLE TO THIS PROJECTEXTENTAGENT*DATE COMPLETED1. Field gluing operations of elementsof the seismic-force resisting systemfor SDC C, D, E or F.Field inspectionContinuous2. Nailing, bolting, anchoring and otherfastening of components within theseismic-force-resisting systemincluding wood shear walls, wooddiaphragms, drag struts, shear panelsand hold-downs for SDC C, D, E or F.Shop (3) and field inspectionPeriodic1705.12.3 Cold-formed Steel Light-Frame Construction Special Inspections for Seismic Resistance1. During welding operations ofelements of the seismic-force-resistingsystem for SDC C, D, E or F.Shop (3) and field inspectionPeriodic2. Screw attachment, bolting,anchoring and other fastening ofcomponents within the seismic-forceresisting system including shear walls,braces, diaphragms, collectors (dragstruts) and hold-downs for SDC C, D,E or F.Shop (3) and field inspectionPeriodic1705.12.4 Designated Seismic Systems Verification Special Inspections for Seismic ResistanceFor SDC C, D, E or F, inspect andverify that that the component label,anchorage or mounting conforms tothe certificate of compliance inaccordance with ASCE 7 Section13.2.2.Field inspectionPeriodic1705.12.5 Architectural Components Special Inspections for Seismic Resistance1. For SDC D, E or F, inspectionduring the erection and fastening ofexterior cladding and interior or exteriorveneer more than 30 feet above gradeor walking surface and weighing morethan 5 psf.Field inspectionPeriodic2. For SDC D, E or F, inspectionduring the erection and fastening ofinterior nonbearing walls more than 30feet above grade or walking surfaceand weighing more than 15 psf.Field inspectionPeriodicField inspectionPeriodic3. For SDC D, E or F, inspectionduring the erection and fastening ofexterior nonbearing walls more than 30feet above grade or walking surface.4. For SDC D, E or F, inspectionduring anchorage of access floors1705.12.6 Plumbing, Mechanical and Electrical Components Special Inspections for Seismic Resistance1. Inspection during the anchorage ofelectrical equipment for emergency orstandby power systems in SDC C, D,E or FField inspectionPeriodic2. Inspection during the anchorage ofother electrical equipment in SDC E orFField inspectionPeriodicField inspectionPeriodicField inspectionPeriodic3. Inspection during installation andanchorage of piping systems designedto carry hazardous materials, and theirassociated mechanical units in SDC C,D, E or F4. Inspection during the installation andanchorage of HVAC ductworkdesigned to contain hazardousmaterials in SDC C, D, E or F2018 INTERNATIONAL BUILDING CODEB8 of B10

SCHEDULE OF SPECIAL INSPECTIONS SERVICESPROJECTMATERIAL / ACTIVITYSERVICE5. Inspection during the installation andanchorage of vibration isolationsystems in SDC C, D, E or F wherenominal clearance of 1/4 inch or lessis required by the approvedconstruction documents6. Inspection during installation ofmechanical and electrical equipment,including duct work, piping systemsand their structural supports, whereautomatic fire sprinkler systems areinstalled in structures assigned to SDCC, D, E, or F to verify one of thefollowing unless flexible sprinkler hosefittings are used:a. ASCE/SEI 7, Section 13.2.3minimum required clearances havebeen provided.b. A three inch or greater nominalclearance has been provided betweenfire protection sprinkler system dropsand sprigs and: structural membersnot used collectively or independentlyto support the sprinklers; equipmentattached to the building structure; andother systems' piping.Y/NAPPLICABLE TO THIS PROJECTEXTENTAGENT*DATE COMPLETEDField inspectionPeriodicField inspectionPeriodicField inspectionPeriodic1705.12.7 Storage Racks Special Inspections for Seismic ResistanceInspection during the anchorage ofstorage racks 8 feet or greater inheight in structures assigned to SDCD, E or F.Field inspectionPeriodicShop and field inspectionPeriodic1705.12.8 Seismic Isolation SystemsInspection during the fabrication andinstallation of isolator units and energydissipation devices used as part of theseismic isolation system in structuresassigned to SDC B, C, D, E or F.1705.12.9 Cold-formed Steel Special Bolted Moment FramesInspection of installation of cold-formedsteel special bolted moment frames inthe seismic force-resisting systems instructures assigned to SDC D, E or F.Field inspectionPeriodic1705.13.1 Structural Steel Testing for Seismic Resistance1. Nondestructive testing of structuralsteel in the seismic force-resistingsystems in accordance with AISC 341in structures assigned to SDC B, C, D,E or F.2. Nondestructive testing of structuralsteel elements in the seismic forceresisting systems not covered in 1above including struts, collectors,chords and foundation elements inaccordance with AISC 341 instructures assigned to SDC B, C, D, Eor F.Field testPeriodicField testPeriodic1705.13.2 Seismic Certification of Nonstructural ComponentsReview certificate of compliance fordesignated seismic systemcomponents in structures assigned toSDC B, C, D, E or F.Certificate of compliance reviewEach submittal1705.13.3 Seismic Certification of Designated Seismic SystemsReview certificate of compliance fordesignated seismic systemcomponents in structures assigned toSDC C, D, E or F2018 INTERNATIONAL BUILDING CODECertificate of compliance reviewEach submittalB9 of B10

SCHEDULE OF SPECIAL INSPECTIONS SERVICESPROJECTMATERIAL / ACTIVITY1705.13.4 Seismic Isolation SystemsTest seismic isolation system inaccordance with ASCE 7 Section 17.8in structures assigned to SDC B, C, D,E or F.SERVICEPrototype testingY/NAPPLICABLE TO THIS PROJECTEXTENTAGENT*DATE COMPLETEDPer ASCE 71705.14 Sprayed Fire-resistant Materials1. Verify surface condition preparationof structural members2. Verify minimum thickness ofsprayed fire-resistant materials appliedto structural members3. Verify density of the sprayed fireresistant material complies withapproved fire-resistant design4. Verify the cohesive/adhesive bondstrength of the cured sprayed fireresistant material5. Condition of finished applicationField inspectionPeriodicField inspectionPeriodicField inspection and testingPer IBC Section1705.14.5Field inspection and testingPer IBC Section1705.14.6Field inspectionPeriodic1705.15 Mastic and Intumescent Fire-Resistant CoatingsInspect and test mastic andintumescent fire-resistant coatingsapplied to structural elements anddecks per AWCI 12-BField inspection and testingPeriodic1705.16 Exterior Insulation and Finish Systems (EIFS)Inspection of water-resistive barrierover sheathing substrateField inspectionPeriodic1705.17 Fire-Resistant Penetrations and Joints1. Inspect penetration firestop systems2. Inspect fire-resistant joint systemsField testingField testingPer ASTM E2174Per ASTM E23931. Leakage testing and recording ofdevice locations prior to concealmentField testingPeriodic2. Prior to occupancy and aftersufficient completion, pressuredifference testing, flow measurements,and detection and control verificationField testingPeriodic1705.18 Smoke Control Systems* INSPECTION AGENTSFIRM1.2.3.4.ADDRESSTELEPHONE NO.Notes: 1. The inspection and testing agent(s) shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to beinspected or tested. Any conflict of interest must be disclosed to the Building Official prior to commencing work. The qualifications of the Special Inspector(s)and/or testing agencies may be subject to the approval of the Building Official and/or the Design Professional.2. The list of Special Inspectors may be submitted as a separate document, if noted so above.3. Shop Inspections of fabricated items are not required where the fabricator is approved in accordance with IBC Section 1704.2.5.1and listed in activity 1709.2.4. Observe: Observe on a random basis, operations need not be delayed pending these inspections. Perform: These tasks shall be performed for each weldedjoint, bolted connection, or steel element.5. NDT of welds completed in an approved fabricator's shop may be performed by that fabricator when approved by the AHJ. Refer to AISC 360, N6.Are Special Inspections for Seismic Resistance included in the Statement of Special Inspections ?Are Special Inspections for Wind Resistance included in the Statement of Special Inspections ?YesYesNoNoDATE:2018 INTERNATIONAL BUILDING CODEB10 of B10

in AISC 360, Section N 3.2 for compliance with construction documents) Submittal Review Each submittal 2. Material verification of structural steel Shop (3) and field inspection Periodic 3. Structural steel welding: a. Inspection tasks Prior to Welding (Ob