GENERAL includes: Plan Assurance Quality Structural This project. this for required is that inspection and testing of scope the defines which Inspections Special of Statement The 1. Contractor. the of responsibilities The 2. components. building other or electrical, mechanical, architectural, of required Inspections Special for Documents Construction the of portions other to Refer Owner. the by hired be will Inspector Special work. the of phase that of completion to prior Engineer Structural and Architect, Official, Building the of attention the to brought be shall they corrected, not are discrepancies the If correction. for Contractor the of attention immediate the to brought be shall Discrepancies Documents. Construction the to conformance in done was inspected/tested work that indicate shall Reports below. otherwise noted unless basis, weekly a on Engineer Structural and Architect, Official, Building the to records these distribute shall and Code Building the of 17 Chapter with accordance in inspections of records maintain shall Inspector Special inspections. the in noted discrepancies any of correction and inspections special required documenting report final a submit shall Inspector Special the project, the of conclusion the At INSPECTIONS SPECIAL OF STATEMENT Inspections. Special of Statement this within included elements structural all of inspections and tests following the perform shall Inspector Special testing: or inspection special require that work and components material, contain tables following The 1. performed. being is inspected be to work the where and when present is who inspector special the by inspection Special inspection. special Continuous - C Frequency, Inspection a. basis. random a on items the observe steel structural For performed. being is or been has inspected be to work the where present intermittently is who inspector special the by inspection Special inspection. special Periodic - P Frequency, Inspection b. tasks. inspection for information additional for section Steel See c. SOILS Frequency Inspection Remarks capacity. bearing design he t achieve to adequate are foundations shallow below materials Verify 1. - P - material. proper reached have and depth proper to extended are excavations Verify 2. - P fills. structural of placement to prior and complete is excavation after required is Inspection materials. fill controlled of testing and classification Perform 3. - P densities. place in of verification for contractor by provided samples field of tests laboratory Perform placed. fill of feet square 2500 every for lift per test one perform minimum, a As a. fill. controlled of compaction and placement during thickness lift and densities, materials, proper of use Verify 4. C - compaction. and thicknesses lift for specification to Refer etc.). proofrolling, (e.g. properly prepared been has site the that verify and subgrade observe fill, controlled of placement to Prior 5. - P - involved. are Prices Unit where placed material of quantities and removed material of quantities Determine 6. - P - completed. been has densification vibratory after area building the in locations representative at feet ___ of depth a to borings Test Penetration Standard sampled continuously ___ perform minimum, a As compaction. vibratory after subgrade of Densification 7. - P - CONSTRUCTION CONCRETE Frequency Inspection Remarks clearances. spacing, location, quality, quantity, size, Grade, installation. and placement steel reinforcing of Inspection 1. - P 1910.4 IBC / 7.7 - 7.1 3.5, 318: ACI reinforcement. Other d. reinforcement. Shear c. reinforcement. shear and concrete of walls structural special of elements boundary and frames, moment special and intermediate in forces axial and flexural resisting steel Reinforcing b. 706 A ASTM than other steel reinforcing of weldability Verify a. welding: steel reinforcing of Inspection 2. - C C - P - - P 1705.2.2 Table IBC / D1.4 AWS / 3.5.2 318: ACI depth. embedment and placement, number, length, type, grade, diameter, following: the of compliance Verify concrete. in cast anchors of Inspection 3. C - N5.7 360-10 AISC 1909.1, 1908.5, IBC / 21.1.8 8.1.3, 1.3.2, 318: ACI torque. tightening and embedment anchor thickness, minimum concrete distances, edge spacing, anchor procedures, cleaning and diameter hole dimensions, anchor type, anchor verify members: concrete hardened in installed anchors mechanical post-installed of Inspection 4. C - Engineer Structural by approved be must anchors installed post of Use 1909.1 IBC / 21.1.8 8.1.3, 3.8.6, 318: ACI toque. tightening and embedment anchor thickness, minimum concrete distances, edge spacing, anchor procedures, cleaning and diameter hole dimensions, rod anchor type, adhesive Verify . members: concrete hardened in installed steel reinforcing and anchors adhesive post-installed of Inspection 5. C - D9.2.4 App. ACI mix. design required of use Verify 6. - P 1910.3 1910.2, 1904.2, IBC 5.4, - 5.2 4, Ch. 318: ACI 31 C ASTM 172, C ASTM 5.d) 5.c, (5b.vii, SDG vi), v, iv, iii, ii, 5b.i, (5.a, ACI 5.8 5.6, 318: ACI break. of type and strength breaking compressive materials, and proportions mix concrete structure, in placement concrete of location strength, compressive design concrete agency, testing concrete of name placement, concrete of date number, and name identification project the contain shall tests strength compressive of Reports performed. are tests as day same the on writing in Report 5.6.1 318: ACI - C documents construction with compliance Verify b. etc. admixtures, of addition water, of addition as such information, pertinent Any vii. placement and Location vi. times discharge and Batch v. concrete and ambient Temperature, iv. Weight Unit iii. Content Air ii. Slump i. record: molded, set each For a. project. entire the for concrete of class given a for tests five than fewer No day. one any in placed design mix each for area surface wall or slab of feet square 5,000 each or yards cubic 150 each for testing strength compressive for specimens of set one Mold discharge. concrete from concrete fresh Sampling 7. techniques. application proper for placement and conveying concrete of Inspection 8. C - 5.10 5.9, 318: ACI techniques. and temperature curing specified of maintenance for Inspection 9. - P 5.13 - 5.11 318: ACI formed. being member concrete the of dimensions and location, shape, for formwork of Inspection 10. - P 6.1.1 318: ACI specification See E1155. ASTM with accordance in placements slab concrete of Levelness and Flatness floor of testing Perform 11. - P 117-10 ACI GROUTING NON-SHRINK Frequency Inspection Remarks 28-days. at cubes (3) 7-days, at cubes (2) 3-days, at cube (1) Schedule: Test c. 2-inch x 2-inch Size: Cube b. grouting. of day each for test one of minimum or used grout of bags ten each for test One Tests: of Number a. C1107. ASTM per tests strength Compressive 1. C - Frequency Inspection Remarks construction to prior B 1.4 Article 602 TMS Specification with accordance in 'm f of Verification 1. - - B 1.4 Article - 602 TMS grout self-consolidating for site project the to delivered as (VSI) Index Stability Visual and flow Slump of Verification 2. B.1.b.3 1.5 Article - 602 TMS submittals approved following the with compliance Verify 3. - - - C270 ASTM of specification proportion the with compliance in ingredients of proportions and type indicating designs mix Mortar a. - P A 2.6 and 2.1 Article - 602 TMS C270. ASTM of specification property the with accordance in performed tests mortar and designs mix Mortar b. - P A 2.6 and 2.1 Article - 602 TMS C476 ASTM of requirements proportion the to according ingredients the of proportions and type indicating designs mix Grout c. - P 2.2 Article - 602 TMS C476 ASTM with accordance in performed test strength grout and designs mix Grout d. - P 2.2 Article - 602 TMS C1611/C1611M. ASTM by determined as (VSI) Index Stability Visual and flow slump and C1019, ASTM with accordance in performed tests strength compressive Grout e. - P 2.2 Article - 602 TMS ) F o 90 above (temperature weather hot or F) o 40 below (temperature weather cold procedures Construction f. - P D 1.8 and C 1.8 Article - 602 TMS compliance: in are following the that verify begins, construction masonry As 4. - - - mortar site-prepared of Proportions a. - P A 2.6 and 2.1 Article - 602 TMS joints mortar of Construction b. - P B 3.3 Article - 602 TMS connectors and reinforcement of Location c. P 3.4 Article - 602 TMS compliance: in are following the that verify grouting, to Prior 5. - - - space Grout a. - P F 3.2 and D 3.2 Article - 602 TMS bolts anchor and reinforcement of size and type, Grade, b. - P 3.4 and 2.4 Article - 602 TMS 1.16 Sec - 402 TMS reinforcement) joint horizontal (including connectors and reinforcement of Placement c. - P 3.4 and E 3.2 Article - 602 TMS 1.16 Sec - 402 TMS grout site-prepared of Proportions d. - P B 2.6 Article - 602 TMS joints mortar of Construction e. - P B 3.3 Article - 602 TMS construction: during Verify 6. - - - elements structural of location and Size a. - P F 3.3 Article - 602 TMS construction other or frames, members, structural to masonry of anchorage of details other including anchors, of location and size, Type, b. - P 1.17.1 1.16.4.3, Sec. - 402 TMS ) F o 90 above (temperature weather hot or F) o 40 below (temperature weather cold during masonry of protection and construction, Preparation, c. - P D 1.8 and C 1.8 Article - 602 TMS compliance in is grout of Placement d. C - 3.5 Article - 602 TMS prisms and/or specimens, mortar specimens, grout of preparation Observe 7. - P B.4 1.4 B.3, 1.4 B.2.b.3, 1.4 Article - 602 TMS STEEL STRUCTURAL Frequency Inspection Remarks References D1.1/D1.1M AWS completeness. verify to program control quality fabricator's and erector's the by performed tasks of records review shall Inspector Special The party. one only by performed are functions inspection the that so Inspector Special the with coordinated be tasks these that permitted is it 360-10 AISC of N Chapter to accordance in program control quality erector's or fabricator's the by performed be been have tasks following the Where member. of joint welded each for tasks these Perform - Perf. inspections. these pending delayed be not need Operations basis. random a on items these Observe - Obs. etc. fasteners, proper connection, each at details joint of application stiffening bracing, locations, member including documents construction approved the on shown details with compliance verify to framing steel of Inspection 1. - Obs. N5.7 360-10 AISC certifications manufacturer's - anchors stud Headed c. reports test rods threaded and rods Anchor b. reports test material steel structural Main a. documents. construction the with compliance for below listed as certifications and reports test material the Review 2. Perf. - N3.2 & N5.2 360-10 AISC Welding to Prior Tasks Inspection Visual 3. - - N5.4-1 Table 360-10 AISC available (WPSs) specifications procedure Welding a. Perf. - 6.3 D1.1/D1.1M AWS available. consumables welding for certifications Manufacturer b. Perf. - (type/grade) identification Material c. - Obs. 6.2 D1.1/D1.1M AWS type. low-stress the be shall used, if Stamps, identified. be can member or joint a welded has who welder a which by system a maintain shall applicable, as erector, or fabricator The system. identification Welder d. - Obs. D1.1/D1.1M) AWS by required not system (identification qualification) (welder 6.4 D1.1/D1.1M AWS applicable) (if fit and type Backing v. location) and quality weld (tack Tacking iv. surfaces) steel of (condition Cleanliness iii. bevel) face, root opening, root (alignment, Dimensions ii. preparation Joint i. geometry) joint (including welds groove of Fit-up e. - Obs. 5.22.1.1 5.10, D1.1/D1.1M AWS 5.18 D1.1/D1.1M AWS 5.15 D1.1/D1.1M AWS 5.22 D1.1/D1.1M AWS 6.5.2 D1.1/D1.1M AWS holes access of finish and Configuration f. - Obs. 5.17 6.5.2, D1.1/D1.1M AWS location) and quality weld (tack Tacking iii. surfaces) steel of (condition Cleanliness ii. root) at gaps (alignment, Dimensions i. welds fillet of Fit-up g. - Obs. 5.18 D1.1/D1.1M AWS 5.15 D1.1/D1.1M AWS 5.22.1 D1.1/D1.1M AWS equipment welding Check h. Obs. Fabrication. shop for Required Only Welding During Tasks Inspection Visual 4. - - N5.4-2 Table 360-10 AISC welders qualified of Use a. - Obs. 6.4 D1.1/D1.1M AWS control Exposure ii. Packaging i. consumables welding of handling and Control b. - Obs. SAW) (for 5.3.3 D1.1/D1.1M AWS SMAW), (for 5.3.2 D1.1/D1.1M AWS 5.3.1 D1.1/D1.1M AWS 6.2 D1.1/D1.1M AWS welds tack cracked over welding No c. - Obs. 5.18 D1.1/D1.1M AWS temperature and Precipitation ii. limits within speed Wind i. conditions Environmental d. - Obs. 5.12.2 D1.1/D1.1M AWS 5.12.1 D1.1/D1.1M AWS OH) H, V, (F, position Proper vii. (min./max.) maintained temperature Interpass vi. applied Preheat v. rate type/flow gas Shielding iv. materials welding Selected iii. speed Travel ii. equipment welding on Settings i. followed WPS e. - Obs. 5.7 5.6, D1.1/D1.1M AWS 5.21 5.5, 6.5.2, 6.3.3, D1.1/D1.1M AWS requirements quality meets pass Each iii. limitations profile within pass Each ii. cleaning final and Interpass i. techniques Welding f. - Obs. 5.30.1 D1.1/D1.1M AWS 5.24 6.5.3, 6.5.2, D1.1/D1.1M AWS Welding After Tasks Inspection Visual 5. - - N5.4-3 Table 360-10 AISC cleaned Welds a. - Obs. 5.30.1 D1.1/D1.1M AWS welds of location and length Size, b. Perf. - 6.5.1 D1.1/D1.1M AWS Porosity vii. Undercut vi. size Weld v. profiles Weld iv. section cross Crater iii. fusion Weld/base-metal ii. prohibition Crack i. criteria acceptance visual meet Welds c. Perf. - 6.1(8) Table D1.1/D1.1M AWS 6.1(7) Table D1.1/D1.1M AWS 6.1(6) Table D1.1/D1.1M AWS 5.24 6.1(4), Table D1.1/D1.1M AWS 6.1(3) Table D1.1/D1.1M AWS 6.1(2) Table D1.1/D1.1M AWS 6.1(1) Table D1.1/D1.1M AWS 6.5.3 D1.1/D1.1M AWS strikes Arc d. Perf. - 5.29 D1.1/D1.1M AWS weld. the of (75mm) in. 3 within cracks for k-area web the inspect visually k-area, the in performed been has stiffeners or plates continuity plates, doubler of welding When k-area. e. Perf. J10.8. Section and A3.1c Section Commentary See (1997b). AISC see but AWS in addressed Not required) (if removed tabs weld and removed Backing f. Perf. - 5.31 5.10, D1.1/D1.1M AWS activities Repair g. Perf. - 5.26 6.5.3, D1.1/D1.1M AWS member or joint welded of rejection or acceptance Document h. Perf. - 6.5.5 6.5.4, D1.1/D1.1M AWS DECK STEEL Frequen Inspecti reports. test certified Manufacturer's b. documents construction approved the in specified standards ASTM to conform to markings Identification a. deck. steel of verification Material 1. - lap. deck and alignment general Verify 2. - pattern. and size for welds Verify 3. - deck roof and floor at welding of Inspection 4. - attachments. sidelap of type and spacing Verify 5. - closures. deck of installation Verify 6. - downs. hold and struts) (drag collectors diaphragms, braces, walls, shear including system resisting force lateral the within components of fastening other and anchoring, bolting, attachment, screw operations, welding Inspect 7. - STUDS STEEL EXTERIOR COLD-FORMED Frequen Inspectio drawings. shop approved the and Documents Construction the with complies members cold-formed of installation that Verify 1. - TRUSSES STEEL COLD-FORMED Freque Inspect Documents. Construction the and drawings shop truss approved the with accordance in is trusses of installation and arrangement general that Verify 1. - damaged. not are connections truss and trusses that Verify 2. - points. support all at lengths bearing truss Verify 3. - points. support all at details anchorage truss Verify 4. - hardware connection truss Verify 5. - drawings. shop approved the with accordance in installed are restraint/bracing member truss individual permanent the and restraint/bracing installation temporary the that Verify 6. - Documents. Construction the and drawings shop approved with accordance in installed been has blocking panel shear that Verify 7. - modified. or cut been not have members truss that Verify 8. - site on properly stored being are trusses that Verify 9. - downs. hold and struts) (drag collectors diaphragms, braces, walls, shear including system, resisting force lateral the within components of fastening other and anchoring, bolting, attachment, screw operations, welding Inspect 10. - Joints Welded of (NDT) Testing Nondestructive 6. i designated D1.1/D1.1M A Inspector. compl welds shal agency fab the When a or Certified perfo be may D1.1/D1.1M performe be a (PT) testing te Ultrasonic greater. or thick 5/16O material in joints corner and T- butt, a in loading tension applied transversely to subject welds grove penetration complete all UT a. Perf. contractor. to submit owner or EOR to reports NDT submitting to Concurrent location. and mark piece structure, the in location by weld tested identifying performed, NDT all Document b. Perf. fabricator by performed reports test NDT Review c. Bolting to Prior Tasks Inspection 7. materials fastener for available certifications Manufacturer's a. Perf. requirements ASTM with accordance in marked Fasteners b. Perf. plane) shear from excluded be to are threads if length bolt type, (grade, detail joint the for selected fasteners Proper c. - detail joint for selected procedure bolting Proper d. - requirements applicable meet specified, if preparation, hole and condition surface faying appropriate the including elements, Connecting e. - bolts tight Snug for required not used, methods and assemblies fastener for documented and observed personnel installation by testing verification Pre-installation f. - components fastener other and washers nuts, bolts, for provided storage Proper g. - Bolting During Tasks Inspection 8. - required as positioned are required) (if washers and holes all in placed condition, suitable of assemblies, Fastener a. - operation pretensioning the to prior condition snug-tight the to brought Joint b. - rotating from prevented wrench the by turned not component Fastener c. - edges free the toward point rigid most the from systematically progressing Specification, RCSC the with accordance in pretensioned are Fasteners d. - Bolting After Tasks Inspection 9. - connections bolted of rejection or acceptance Document a. Perf. Placement Concrete to Prior Construction Composite of Elements Steel of Inspection 10. - anchors stud headed steel of installation and Placement a. - elements steel of rejection or acceptance Document b. - STRUCTURAL STEEL (CONT.) NON-Empirical) methods Engineered using STRUCTURES III OR II, I, CATEGORY RISK (FOR - B LEVEL MASONRY CONCRETE Freque Inspec STRUCTURAL QUALITY ASSURANCE PLAN S:\ Sdg - dgn \ Pr o j ec t s \ 2015 \ 2015 - 261 \ ca d \ Pou lt r y \ S002 . dgn c h r i s f 12 - M AR- 2018 10 : 49 ST RUCT URAL DESI GN GROUP 52 142