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STATEMENT QF SPECIAL INSPECTIONS 2012 IBC SPECIAL INSPECTION REQUIRED BY 2012 IBC
<br /> 1. IN ACCORDANCE TO SECTION 1704.2 OF THE 2012 INTERNATIONAL BUILDING CODE
<br /> (IBC), THE OWNER IS REQUIRED TO HIRE AN INDEPENDENT INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS"FREQUENCY OF INSPECTI4N"AS"PERI�DIC'OR :
<br /> TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. CONTINUOUS". IF NO BOX IS CHECKED, EITHER THE TASK DOES NOT EXIST OR DOES NOT NEED ANY SPECIAL INSPECTION.
<br /> 2 THE REQU EM N�TS OF 20112 I C SECTIONS 17�4 AND 1Do ELOW IS FULFILLMENT OF CONCRETE CONSTRUCTI ON I BC 1705.3 & 1705. � 2. � : S01 LS CONSTRUCTION (I BC 1705.6 .
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<br /> 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE ITEM FREQUENCY OF INSPECTION INSTRUCTI4NS ITEM FREQUENCY OF INSPECTION INSTRUCTI4NS
<br /> APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT, IBC 2012 CHAPTER 17 AND
<br /> AISC 360-10 SECTION "N5".
<br /> REINFORCING STEEL CONTINUOUS ❑ PERIODIC � VERIFY PRIOR TO PLACING CONCRETE THAT VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF CONCRETE.
<br /> 4. THE)NSPECT4R SHALL OBSERVE THE WORK FOR COMPLtANCE WITH THE JURISDICTION REINFORCING IS OF SPECIFIED TYPE, GRADE AND ACHIEVE DESIGN BEARING CAPACITY
<br /> APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE PROVISIONS OF THE IBC, THE SIZE; THAT IT IS FREE OF OIL, DIRT AND RUST;THAT IT
<br /> ARCHITECTS/ENGINEER'S REVIEWED SHOP DRAWINGS,AND/OR PLACEMENT DRAWINGS, IS LOCATED AND SPACED PROPERLY;THAT HOOKS,
<br /> MAY BE USED ONLY AS AN AID TO INSPECTIONS. BEND, TIES, STIRRUPS AND SUPPLEMENTAL VERIFY EXCAVATIONS EXTEND TO CONTINUOUS ❑ PERIODIC � PRIOR TO PLACEMENT OF COMPACTED FILL
<br /> a. CONTINUOUS SPECIAL INSPECTION -THE FULL-TIME OBSERVATION OF WORK REINFORCEMENT ARE PLACED CORRECTLY;THAT LAP PROPER DEPTH AND MATERIAL OR CONCRETE.
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WH� IS LENGTHS, STAGGER AND OFFSETS ARE PROVIDED;
<br /> PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. AND THAT ALL MECHANICAL CONNEGTIONS ARE VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT 4F COMPACTED FILL.
<br /> INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS APPROPRIATELY PREPARED PRIOR TO
<br /> b. PERIODIC SPECIAL INSPECTION -THE PART-TIME 4R INTERMITf'ENT AND/OR EVALUATION REPORT. PLACING COMPACTED FILL
<br /> OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BYAN APPROVED
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORM CLASSIFICATION ANQ CONTINUOUS � PERIODIC ❑ ALL MATERIALS SHALL BE CHECKED AT
<br /> PERFORMED AND AT THE COMPLETION OF THE W4RK.
<br /> CAST-IN BOLTS &EMBEDS CONTINUOUS � PERIODIC ❑ INSPECTION OF ANCHORS OR EMBEDS CAST fN TESTING OF COMPACTED FILL EACH LIFT FOR PROPER CLASSIFICATIONS
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS CONCRETE IS REQUIRED WHEN ALLOWABLE MATERIALS AND GRADATIONS NOT LESS THAN ONCE
<br /> INSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE LOADS HAVE BEEN INCREASED OR WHERE FOR EACH 10,OOOFT 2� OF SURFACE AREA.
<br /> CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR.THE REPORTS SHALL STRENGTH DESIGN IS USED.
<br /> INCLUDE THE FOLL�WING.
<br /> a, NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTI4N WAS PERFORMED. VERIFY PROPER MATERIALS, CONTINUOUS � PERIODIC ❑
<br /> POST-INSTALLED ANCHORS OR CONTINUOUS � PERIODIC ❑ ALL P4ST-INSTALLED ANCHORS/DOWELS SHALL DENSITIES AND LIFT THICKNESSES
<br /> b. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED. DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE DURING PLACEMENT AND
<br /> APPROVED ICC-ES REPORT. COMPACTION
<br /> c. LISTING ANY N4N-CONF4RMING ITEMS.
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED. USE OF REQUIRED MiX DESIGN CONTINUOUS � PERIODIC ❑ VERIFY THAT ALL MIXES USED COMPLY WITH THE
<br /> e. LIST ANY CHANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED APPROVED CONSTRUCTION DOCUMENTS;ACI
<br /> BY THE ENGINEER, ARCHITECT, OR BUILDING DIVISION'S INSPECTORS. 318;CH 4, 5.2-5.4;AND IBC 19004.3, 19.13.2, 1913.3.
<br /> 6. THE INSPECTOR SHALL BRING NON-CONFORMING ITEMS TO THE IMMEDIATE ATTENTION OF
<br /> THE CONTRACTOR, AND NOTE ALL SUCH ITEMS IN THE DAILY REPORT. IF ANY ITEM IS NOT
<br /> RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCORPORATED IN THE WORK,THE CONCRETE SAMPLING FOR STRENGTH CONTINU4US � PERIODIC ❑
<br /> SPECIAL INSPECT4RS SHALL IMMEDIATELY NQTIFY THE OWNER AND THE ENGINEER OF RECORD, TESTS, SLUMP,AIR CONTENT,AND
<br /> TEMPERATURE
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND
<br /> INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISf�N, ENGINEER OF RECORD, CONCRETE PLACEMENT CONTINUOUS ❑ PERIODIC �
<br /> AND/OR OTHERS AS DESIGNATED.
<br /> 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE
<br /> BUILDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIDNS AND TESTING CURING TEMPERATURE AND CONTINUOUS � PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE F4R
<br /> WERE FULFILLED, ALL DISCREPANCIES WERE CORRECTED OR RESOLVED,AND ALL WORK TECHNIQUES CONCRETE IS KEPT AT > 50°F FOR AT LEAST 7
<br /> REQUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN DAYS AFTER PLACEMENT. HIGH-EARLY-
<br /> DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES.ANY ITEMS UNRESOLVED OR STRENGTH CONCRETE SHALL BE KEPT AT>50°F
<br /> DISCREPANCIES IN COVERAGE (I.E. MISSED INSPECTIONS, PERIODIC INSPECTIONS WHEN F�R AT LEAST 3 DAYS. ACCELERATED CURING
<br /> CONTINUOUS WAS REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT. METH�DS MAY BE USED (SEE ACI 318:5.11.3).THE
<br /> AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE
<br /> 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR
<br /> OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL: CONCRETE. SHOTCRETE SHALL BE �.
<br /> KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br /> a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO HOURS AFTER SHOTCRETING.ALL CQNCRETE N EW S H E� AD D ED
<br /> WILL PERF�RM THE INSPECTIONS. MATERIALS, REWFORCEMENT, FORMS, FILLERS,
<br /> AND GROUND SHALL BE FREE FROM FROST. IN
<br /> b. MONIT4R SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT HOT WEATHER CONDITIONS ENSURE THAT
<br /> THE SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTIES AS APPR4PRIATE MEASURES ARE TAKEN TO AVOID O
<br /> CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTION. PLASTIC SHRINKAGE CRACKING AND THAT THE
<br /> SPECIFIED WATER/CEMENT RATIO IS NOT
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS. EXCEEDED.
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br /> ERECTION QF PRECAST CONCRETE CONTINUOUS ❑ PERIODIC � VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED,
<br /> e. WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION ASSEMBLED AND BRACED IN ACCORDANCE WITH
<br /> REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> AND ACCEPTED.
<br /> FORMW4RK CONTINUOUS ❑ PERIODIC ❑ VERIFY THAT THE FORMS ARE PLACED PLUMB
<br /> AND CONFORM TO THE SHAPES,LINES,AND
<br /> DIMENSIONS OF THE MEMBERS AS REQUIRED BY
<br /> THE APPROVED CONSTRUCTION DOCUMENTS.
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<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBO� DATE
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