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HomeMy WebLinkAboutS120 - SPECIAL INSPECTIONSREQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (SECTION 1705.3 AND TABLE 1705.3) CONTINUOUS PERIODIC TYPE SPECIAL SPECIAL REFERENCED STANOAROI"1 IBC REFERENCE 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, NOT APPLICALBE 3, INSPECTION OF ANCHORS CAST IN CONCRETE WHERE ALLOWABLE _ X ACI 318: 8.13,212.8 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, 212.8 1909.1 5' VERIFYING USE OF REQUIRED MIX DESIGN - X ACI 318 CH. 4, 52-5.4 19042, 19102, 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. NOTAPPLICABLE 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING - X ACI 318: 5.11 L.13 1910.9 TEMPERATURE AND TECHNIQUES. 9. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND NOT APPLICABLE 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. MI W XEREAPFLICA$E GEEAL9J GECLgN PR5.10. SPECIAL INSPECTORS Fqi GEIGMG RESISTANCE. IBI SFEtlFIC REODIREMENS Fdi5PEC4L INSPECTOR SHALL BE INCLUDED IN THE RESFARtlI0.EFCRT Fdi NICXd11SDED WAR AWRWEDSWRCE IN ACCO0.DNICE W RX INACI3S3, d10T1ER WGLFICATFMI P0.LlEWRFS. WHERE SPELIFC REWIREMENTS ARE NOT PROVIDED, SPELNL NSPd.'TIdI0.Eg11REAENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN RIK ES5EM101AND SHALL BEAW0.04ED BY THE BDLdNG C£FI0.ALPRgRTOTIE Q.MMENGEMENTGF WORK. REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (SECTION 1705.E 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. - q. 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 SUBGRAOE AND X VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. Z Y g s LLJ Z <LU,J 0 OwH e d can ca SPECIAL INSPECTIONS PER IBC 2012 W uQ 1 Co of 1. THE OWNER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTIONS DURING M i CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER IBC SECTION 1704. THE SPECIAL INSPECTOR C z `o SHALLBE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE n g c BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING INSPECTION. ` m ¢ E o B 2. THESE INSPECTIONS ARE IN ADDITION TOTHE INSPECTIONS SPECIFIED IN IBC SECTION 110. z w` 3. REPORTS: m mm 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: Seals • EARLY • RELEASE PACKAGE t` O 9 X � W Z Qi LU L J J U > U) N O N O Q > >> (r U C = c10 N U_ "_ O U 00 W N Revisi Dat I Q ILL w= W w� Z Project Number: 3018068 Date: 09106-19 Sheet Title and RELEASED FOR CONSTRUCTION HART SiICall R+ASSOCIATES Subject to compliance with all regulations DoneN.0 curl Wlameenon a MO Imm n.cmvw Wm 75Q MO WIM.T cTeaN S120 of State and Local Codes en aaasTl rvn�Rasoss re. vww.MNgeuale[cpn City d Calmel �LL it DwrvN WEC DESIGN SR RDA+oex 2lgigq \V SPECIAL INSPECTIONS TEXAS REGISTERED ENGINEERING FIRM #: F-5053 DATE: 10/14/19 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 DUALITY 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 FABRICATOR AND ERECTOR QUALITY CONTROL PROGRAM PER AISC 360-10 SECTION N2. VISUAL WELDING INSPECTION OF WELDS BY BOTH QC AND QA 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 PRIOR TO BOLTING PER AISC 360-10 TABLE N5.6-1. X X DURING BOLITNG 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 (NOT) OF WELDING JOINTS PER AISC 360-10 N.5 RISK CATEGORY FOR DETERMINATION OF EXTENT OF NDT PER ASCI 360-10 NS.Sb IS NOTED IN THE DESIGN CRITERIA AND LOADS SECTION OF THESE GENERAL REQUIREMENTS. X X NDT PERFORMED SHALL BE DOCUMENTED AND REPORTS SHALL IDENTIFY THE TESTED WELD BY PEKE 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'SCERTIFICATE 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 W ELDABILITY OF REINFORCING - X STEEL OTHER THAN ASTM A 706. 2) REINFORCING STEEL RESISTING FLEXURAL AND 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 B.1.B.3 FOR SELF -CONSOLIDATING GROUT. VERIFICATION OF J. AND %DC IN ACCORDANCE WITH SPECIFICATION ARTICLE I.4B PRIOR TO CONSTRUCTION, EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE. MINIMUM SPECIAL INSPECTION FREQUENCY W REFERENCE FOR CRITERIA INSPECTION TASK CONTINUOUS PERIODIC SPECIAL SPECIAL TMS 402/ TMS 602/ INSPECTION INSPECTION ACI 530/ ACI 530.1/ ASCE 5 ASIDE 6 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. 3.3B C GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. NOTAPPLICABLE D. LOCATION OF REINFORCEMENT, CONNECTORS, AND X - ART. 34, 3.6A PRESTRESSING TENDONS AND ANCHORAGES. E. PRESTRESSING TECHNIQUE. NOTAPPLICABLE F. PROPERTIES OF THIN -BED MORTAR FOR AAC MASONRY X X ICI ART. 2.iC 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE A. GROUT SPACE. X - ART.32. D, 32F B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR X - SEC. 1.1E ART. 2.4, 2.4 BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES. C PLACEMENT OF REINFORCEMENT, CONNECTORS, AND X - SEC. 1.1E ART.32E, 3.4, 3.6A PRESTRESSING TENDONS AND ANCHORAGES. D. PROPORTIONS OF SITE -PREPARED GROUT AND PRESTRESSING - X ART. 2.6B, 2.4G.1.B GROUT FOR BONDED TENDONS. E. CONSTRUCTION OF MORTAR JOINTS. - X ART. 33B 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: 5.9, 5.10 MEMBERS, FRAMES, OR OTHER CONSTRUCTION. X - C WELDING OF REINFORCEMENT. NOTAPPLICABLE D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40°F (4.4°C)) - X ART 1.8.C, 1.8D OR HOT WEATHER (TEMPERATURE ABOVE 90°F (322°C)) E. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE. NOTAPPUCABLE F. PLACEMENT OF GROUTAND PRESTRESSING GROUT FOR - X ART3.53.6C BONDED TENDONS IS IN COMPLIANCE. G. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION ART. 3.3B.9, OF THIN -BED MORTAR JOINTS. �el XIDI 33F.1.B 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR ART. 1.4B2.A3, SPECIMENS, ANDIOR PRISMS. 1.4B.2. B.3, X 1.4B2.C.3,1.4B.3, 1.4B.4 W FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL IHGPECIMN. WXCX MAYBE CIXITNGWG DURING THE T0.5K LISTED OR FENWC DURING THE LNIEDTI8K.I8 DEFINED N 1XETPHIE. 161 Raw REO Fdi THE FIRS! 9D0 SQUARE FEET INS SQUARE IETEN51 DF AAC MPSdI W. (cl REOVIREDPFTERTHE FIRST 59W SQUARE FEET Has SQUARE METERS) CF A>C M0.5dIRV.