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Home My WebLink AboutS120-SPECIAL-INSPECTIONS-Rev.0SPECIAL INSPECTIONS PER IBC 2012 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC SECTION 1704. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING INSPECTION. 2. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS SPECIFIED IN IBC SECTION 110. 3. REPORTS: A. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TOTHE BUILDING OFFICIAL, AND TOTHE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS DONE IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. B. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. IF THE DISCREPANCIES ARE NOT CORRECTED THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. C. A FINAL REPORT OF INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PERIODICALLY AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF THE WORK. 4. INSPECTIONS REQUIRED: REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (SECTION 1705.3 AND TABLE 1705.3) CONTINUOUS PERIODIC TYPE SPECIAL SPECIAL REFERENCED STANDARDM) IBCREFERENCE INSPECTION INSPECTION 1. INSPECTION OF REINFORCEMENT, INCLUDING PRESTRESSING - X ACI 318 CH. 3.5,7.1-7.7 1910.4 TENDONS, AND STEEL PLACEMENT. 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE AWS DIA WITH TABLE 1705.2.2, ITEM 2B _ _ ACI 318: 3.5.2 _ 3. INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE _ X ACI 318:8.1.3,21.2.8 1908.5. 1909.1 LOADS HAVE BEEN INCREASED OR WHERE STRENGTH IS USED. 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS. X ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1 5. VERIFYING USE OF REQUIRED MIX DESIGN - X ACI 5.2.2-- CH. 4. 5.4 1904.2, 1910.2, 1910.3 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE ASTM C 172 SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR X - ASTM C 31 1908.10 CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE ACI 318: 5.6, 5.8 CONCRETE. 7. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR X - ACI 318: 5.9, 5.10 1910.6, 1910], 1910.8 PROPER APPLICATION TECHNIQUES. 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING _ X AC1318:5.11-5.13 1910P TEMPERATURE AND TECHNIQUES. 9. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND - X ACI 318: 6.2 - PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 10. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF _ X ACI 318:6.1.1 THE CONCRETE MEMBER BEING FORMED. (A) W HENEAPKMABLE SEEALSOSELTDN lMS 10, SPEC4 INSPEL nNS FMSEISMC NESETANCE (B)SMCFICREOUIRWENRFMSPECVLINSPECTVNSHELLBENCLUDEDINTIERESEOACHREKNITFMONCHMISSUm BYONAWRWEDSWRCEINAC MOMCEWRHNA lI 52,MOTMOIIKINCATCN PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL RGAPPROWD BY THE BUILDING DFFICF L mIOR TOTIE COnMENCEMENT CF WORK. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (SECTION 1705.6 AND TABLE 1705.6) TYPE CONTINUOUS SPECIAL INSPECTION PERIODICAL SPECIAL INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE X TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE - X REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL X MATERIALS. 4, VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES X DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. 5. PRIOR TO PALCEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND X VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City Bf Camel DATE: 06/07/19 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION (SECTION 1705.2) STRUCTURAL STEEL (SECTION 1705.2 & AISC 360) SPECIAL INSPECTIONS OF STEEL ELEMENTS SHALL BE IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360 TYPE QUALITY CONTROL QUALITY ASSURANCE CA AGENCY PROVIDING SPECIAL INSPECTIONS SHALL PROVIDE PERSONNEL MEETING THE MINIMUM QUALIFICATION REQUIREMENTS FOR INSPECTION AND NONDESTRUCTIVE TEST NDT PER AISC 360-10 SECTION N4. VERIFY FABRICATORAND ERECTOR QUALITY CONTROL PROGRAM PER AISC 360-10 SECTION N2. VISUAL WELDING INSPECTION OF WELDS BY BOTH QC AND CIA PERSONNAL SHALL BE PER TABLES LISTED IN AISC 360 SECTION N5. INSPECTION TASK FOR WELDING PRIOR TO W EDLING PER AISC 360-10 TABLE N5.4-1. DURING WELDING PER AISC 360-10 TABLE N5.4-2. x X • AFTER WELDING PER AISC 360-10 TABLE N5.4-3. INSPECTION TASKS FOR BOLTING PROR TO BOLTING PER AISC 360-10 TABLE N5.6-1. X X DURING POUTING PER AISC 360-10 TABLE N5.6-2. AFTER BOLTING PER AISC 360-10 TABLE N5.6-3. NODESTRUCTIVE TESTING FOR WELDS NON-DESTRUCTIVE TESTING (NDT) OF WELDING JOINTS PER AISC 360-10 N.5 RISK CATEGORY FOR DETERMINATION OF EXTENT OF NDT PER ASCI 360-10 N5.51S IS NOTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL REQUIREMENTS. X X NOT PERFORMED SHALL BE DOCUMENTED AND REPORTS SHALL IDENTIFY THE TESTED WELD BY PEICE MARK AND LOCATION IN THE PIECE FOR FIELD WORK, NDT REPORT SHALL IDENTIFY THE TESTED WELD BY LOCATION IN THE STRUCTURE, PIECE MARK AND LOCATION IN THE PIECE INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT AISC 360-10 TABLE N6.1 X X STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL (1705.2.2 AND TABLE 1705.2.2) TYPE CONTINUOUS SPECIAL PERIODICAL SPECIAL INSPECTION INSPECTION 1. MATERIAL VERIFICATION OF HIGH -STRENGTH BOLTS, NUTS AND WASHERS: A. IDENTIFICATION MARKINGS TO CONFORM TO ASTM X STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. B. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED. - X 2. INSPECTION OF WELDING: A. STRUCTURAL STEEL AND COLD -FORMED STEEL DECK: 1) COMPLETE AND PARTIAL JOINT PENETRATION X GROOVE WELDS. B. REINFORCING STEEL: 1) VERIFICATION OF WELDABILITY OF REINFORCING - X STEEL OTHER THAN ASTM A 706. 2) REINFORCING STEEL RESISTING FLEXURALAND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, X - AND BOUNDARY ELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE AND SHEAR REINFORCEMENT. 3) SHEAR REINFORCEMENT. X - 4) OTHER REINFORCING STEEL. - X LEVEL B QUALITY ASSURANCE FOR MASONRY CONSTRUCTION BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES TMS 402/ACI 530/ASCE 5 (TABLE 1.19.2) MINIMUM TESTS VERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.5 3.1.13.3 FOR SELF -CONSOLIDATING GROUT. VERIFICATION OF Im AND PCC IN ACCORDANCE WITH SPECIFICATION ARTICLE I.413 PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE. MINIMUM SPECIAL INSPECTION FREQUENCYM) REFERENCE FOR CRITERIA INSPECTION TASK CONTINUOUS PERIODIC SPECIAL SPECIAL TMS 402/ TMS 602/ TMSACI INSPECTION INSPECTION ACI 530/ ASCE5 ASIDES 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS. - X ART. 1.5 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. PROPORTIONS OF SITE -PREPARED MORTAR. - X ART. 2.1, 2.6A B. CONSTRUCTION OF MORTAR JOINTS. - X ART. 3.313 C GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. - X ART. 2.4B, 2.4H D. LOCATION OF REINFORCEMENT, CONNECTORS, AND X - ART. 3.4, 3.6A PRESTRESSING TENDONS AND ANCHORAGES. E. PRESTRESSING TECHNIQUE. - X ART. 3BB F. PROPERTIES OF THIN -BED MORTAR FOR AAC MASONRY XIe) XIo) ART, 2AC 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: A. GROUT SPACE. X - ART. 3.2.D, 3.2F B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR X - SEC. 1.16 ART. 2.4, 2.4 BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES. C PLACEMENT OF REINFORCEMENT, CONNECTORS, AND X - SEC. 1.16 ART. 3.2E, 3.4, 3.6A PRESTRESSING TENDONS AND ANCHORAGES. D. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING - X ART. 2.613, 2.4G.1.B GROUT FOR BONDED TENDONS. E. CONSTRUCTION OF MORTAR JOINTS. - X ART. 3.313 4. VERIFY DURING CONSTRUCTION: A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. - X ART. 3.3F B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL ACI 318: 5P, 5A0 MEMBERS, FRAMES, OR OTHER CONSTRUCTION. X - C WELDING OF REINFORCEMENT. SEC. 2.1.8.7.2, X 3.3.3.4(C), 8.3.3.4(B) D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40'F (4.4°C)) X ART 1.B.C, 1.BD OR HOT W EATHER (TEMPERATURE ABOVE 9WF (32.2°C)) E. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. - X ART 3.613 F. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR _ X ART.3.5.3.6C BONDED TENDONS IS IN COMPLIANCE. G. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION (B) (c) ART. 3.3B.9 , OF THIN -BED MORTAR JOINTS. X X 3.3F.1.B 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR ART. 1413 2A.3, SPECIMENS, AND/OR PRISMS. 1.4B.2.B.3, X 1 4B.2C.3,1 4B.3, 1AB4 (A) FREQUEREWIREoF�TEE TOFIRSTHEW LLSHEYOf(EETSPECIALCONTINUOUS DURING THE TASK USTEO OR PERroOIC DURING THE LISTED TASK, AS DEFINED IN THE TPHIE. s IALLINSURE INSPECTION, OFCAAMMWSEE (O REQUIRED AFTER THE FIRST5001 SQUARE FEET BOB SQUARE METERS) OF AAC MASONRY. H LIJ Z OC E LU J a a Z <LU 02~ = z >wU - Z Ong A °° LU LL< O w= r g c o E _ w 0 So o 0 i No. PEJOBOS426 i STATE OF FNXAIENG� s ` �1 II 0212fi12019 Seals ISSUE FOR BID & PERMIT C-D ZD L °6 f� LU Qi CU Cn 7 +� CC No Reuisicn I Late BDlect NumbeF'. 3018082 Date'. 02/26/2019 Sheet Thle and Number'. HART GAUGLER + ASSOCIATES NC Dmw75x243 QRSHI T..n1 S 120 39.50 m.nasm N enns.soss I.,, w..w.x.fti SPECIAL INSPECTIONS RAWN DJ DESIGN SWR IAGAJOBN 218232