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TELECOMMUNICATIONS PROJECT MANAGEMENT
<br />16776 BERNARDO CENTER DRIVE, UNIT 203
<br />SAN DIEGO, CA 92128
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<br />SHEET TITLE:
<br />ISSUE STATUS
<br />DATEREV.DESCRIPTION BY
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<br />PROPRIETARY INFORMATION
<br />THE INFORMATION CONTAINED IN THIS SET OF DRAWINGS
<br />IS PROPRIETARY TO VERIZON WIRELESS
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<br />Ren. 4-30-27
<br />No. C 11978
<br />LICENSED A RCHITECT
<br />STATE OF CALIFORNIA
<br />WILLIAM M. BOOTH
<br />STATEMENT OF
<br />SPECIAL INSPECTIONS
<br />STATEMENT OF SPECIAL INSPECTIONS
<br />APPLIES
<br />TO THIS
<br />PROJECT VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDa CBC REFERENCEa
<br />X 1. Inspect reinforcement, including prestressing tendons, and verify placement.__X ACI 318: Ch. 20, 25.2, 25.3,
<br />26.6.1-26.6.3 1908.4
<br />2. Reinforcing bar welding:
<br /> a. Verify weldability of reinforcing bars other than ASTM A706;
<br /> b. Inspect single-pass fillet welds, maximum 5/16"; and
<br /> c. Inspect all other welds.
<br />__
<br />X
<br />X
<br />X
<br />AWS D1.4
<br />ACI 318: 26.6.4
<br />__
<br />X 3. Inspect anchors cast in concrete.__X ACI 318: 17.8.2 __
<br />X
<br />4. Inspect and test anchors post-installed in hardened concrete members.b
<br /> a. Adhesive anchors installed in horizontally or upwardly inclined orientations to
<br /> resist sustained tension loads.
<br /> b. Mechanical anchors and adhesive anchors not defined in 4.a.
<br />X X
<br />ACI 318:
<br />17.8.2.4
<br />ACI 318:
<br />17.8.2
<br />__
<br />X 5. Verify use of required design mix.__X ACI 318: Ch. 19, 26.4.3, 26.4.4 1904.1, 1904.2,
<br />1908.2, 1908.3
<br />X 6. Prior to concrete placement, fabricate specimens for strength tests, perform
<br /> slump and air content tests, and determine the temperature of the concrete.X __ASTM C172ASTM C31ACI 318: 26.5,
<br />26.12 1908.10
<br />7. Inspect concrete and shotcrete placement for proper application techniques.X __ACI 318: 26.5 1908.6, 1908.7, 1908.8
<br />8. Verify maintenance of specified curing temperature and techniques.__X ACI 318: 26.5.3-26.5.5 1908.9
<br />9. Inspect prestressed concrete for:
<br /> a.Application of prestressing forces; and
<br /> b.Grouting of bonded prestressing tendons.
<br />X
<br />X
<br />__ACI 318: 26.10 __
<br />10. Inspect erection of precast concrete members.__X ACI 318: 26.9 __
<br />11. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned
<br /> concrete andprior to removal of shores and forms from beams and structural
<br /> slabs.
<br />__X ACI 318: 26.11.2 __
<br />12. Inspect formwork for shape, location and dimensions of the concrete member
<br /> being formed.__X ACI 318: 26.11.1.2(b)__
<br />a.Where applicable, see Section 1705.12, Special inspections for seismic resistance.
<br />b.Specific requirements for special inspection are included in the research report (ICC-ES) for the anchor issued by an approved source in accordance with 17.8.2 in ACI 318, or other qualification
<br />procedures. Where specific requirements are not provided, special inspection requirements shall be specified by the registered design professional and shall be approved by the building official
<br />prior to the commencement of the work.
<br />APPLIES
<br />TO THIS
<br />PROJECT TYPE
<br />CONTINUOUS
<br />SPECIAL
<br />INSPECTION
<br />PERIODIC
<br />SPECIAL
<br />INSPECTION REFERENCED STANDARDa CBC REFERENCEa
<br />1. Material identification and testing of high-strength bolts, nuts and washers:
<br />a. Identification markings to conform to ASTM standards specified in the approved
<br /> construction documents.__X RCSC: 1.5, AISC 360: A3.3, J3.1 and
<br />applicable ASTM material standards 2202A.1, [DSA-SS/ CC] 2202.1
<br />b. Manufacturer's certificate of compliance required.__X RCSC: 1.5 & 2.1; AISC 360: A3.3 &
<br />N3.2 __
<br />c. Testing of high-strength bolts, nuts and washers.____RCSC: 7.2, Applicable ASTM material
<br />standards
<br />2213A.1, [DSA-SS/ CC]
<br />2212.6.1
<br />2. Inspection of high-strength bolting:
<br />a. Snug-tight joints.__X
<br />RCSC: 7-9, AISC 360: J3.1, J3.2,
<br />M2.5 & N5.6
<br />1705A.2.6, 2204A.2, [DSA-SS/
<br />CC] 2204.2
<br />b. Pretensioned and slip-critical joints using turn-of-nut with matchmarking, twist-off
<br /> bolt or direct tension indicator methods of installation __X
<br />c. Pretensioned and slip-critical joints using turn-of-nut without matchmarking or
<br /> calibrated wrench methods of installation.X __
<br />3. Material identification and testing of structural steel and cold-formed steel deck:
<br />a. For structural steel, identification markings to conform to AISC 360.__X ACI 360: A3.1 2202A.1, [DSA-SS/ CC] 2202.1
<br />b. For other steel, identification markings to conform to ASTM standards specified
<br /> in the approved construction documents.__X Applicable ASTM material standards 2202A.1, [DSA-SS/ CC] 2202.1
<br />c. Manufacturer's certified test reports.__X AISC 360: A3.1& N3.2 __
<br />d. Testing of unidentified steel.____Applicable ASTM material standards 2202A.1, [DSA-SS/ CC] 2202.1
<br />4. Material identification of welding consumables and testing of welded elements:
<br />X a. Identification markings to conform to AWS specification in the approved
<br /> construction documents.__X AISC 360, A3.5 & N3.2 and
<br />applicable AWS A5 documents __
<br />b. Manufacturer's certificate of compliance required.__X AISC 360: N3.2 __
<br />c. Nondestructive testing of welded joints.____AISC 360: N5.5
<br />5. Inspection of welding:
<br />a. Structural steel and cold-formed steel deck:
<br />X 1. Complete and partial joint penetration groove welds X __
<br />AISC 360: J2, M2.4, & M4.5, AWS
<br />D1.1 AWS D1.8 1705A.2.1, 1705A.2.5
<br /> 2. Multipass fillet welds.X __
<br /> 3. Single-pass fillet welds > 5/16"X __
<br /> 4. Plug and slot welds.X __
<br />X 5. Single-pass fillet welds ≤ 5/16"__X
<br /> 6. Floor and roof deck welds.__X AWS D1.3, SDI QA/QC 1705A.2.1, 1705A.2.2
<br />1705A.2.5
<br /> 7. End-welded studs.__X AWS D1.1 1705A.2.5, 2213A.2, [DSA-SS/
<br />CC] 2212.6.2
<br /> 8. Welded sheet steel for cold-formed framing members __X AWS D1.3 1705A.2.5, 1705A.2.4.1
<br />b. Reinforcing steel:
<br /> 1. Verification of weldability of reinforcing steel other than ASTM A706.__X
<br />AWS D1.4, ACI 318: 18.2.8, 25.5.7.4,
<br />26.6.4.1 1705A.3.1, 1903A.8
<br /> 2. Reinforcing steel resisting flexural and axial forces in intermediate and
<br /> special moment frames, and boundary elements of special structural
<br /> walls of concrete and shear reinforcement.
<br />X __
<br /> 3. Shear reinforcement.X
<br /> 4. Other reinforcing steel.__X
<br /> 5. Tests of reinforcing bars.______1910A.2, [DSA-SS/ CC]
<br />1909.2.4
<br />6. Inspection of steel frame joint details for compliance:
<br />a. Details such as bracing and stiffening.__
<br />b. Member locations.__
<br />c. Application of joint details at each connection.
<br />2022 CALIFORNIA BUILDING CODE TABLE 1705A.2.1
<br />REQUIRED SPECIAL INSPECTIONS AND TESTS OF STEEL CONSTRUCTION
<br />2022 CALIFORNIA BUILDING CODE TABLE 1705.3
<br />REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION
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