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STATEMENT OF 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 C4LUMNS "FREQUENCY OF INSPECTION"AS"PERIODIC" 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. THIS STATEMENT OF SPECIAL iNSPECTiONS SUBMITTED BELOW IS FULFILLMENT OF CONCRETE CONSTRUCTION I BC 1705.3 & 1705. � Z. � � S01 LS CONSTRUCTION
<br /> THE REQUIREMENTS OF 2012 IBC SECTIONS 1704 AND 1705. ( ). (I BC 1705.6).
<br /> 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE ITEM FREQUENCY OF INSPECTION INSTRUCTIONS ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> APPROVED PLANS AND SPECIFICATI4NS, THIS STATEMENT, IBC 2012 CHAPTER 17 AND
<br /> AISC 360-10 SECTION "N5".
<br /> REINFORCWG STEEL CONTINUOUS ❑ PERIODIC � VERfFY PRIOR TO PLACING CONCRETE THAT VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF CONCRETE.
<br /> 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE 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 �REE 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 ❑ PERlODIC � PRIOR TO PLACEMENT OF COMPACTED FILL
<br /> a. CONTINUOUS SPECIAL INSPECTION -THE FULL-TIME QBSERVATION OF WORK REINFORCEMENT ARE PLACED CORRECTLY; THAT LAP PROPER DEPTH AND MATERIAL OR CONCRETE.
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS LENGTHS, STAGGER AND OFFSETS ARE PROVIDED;
<br /> PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED, AND THAT ALL MECHANICAL CONNECTIONS ARE VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIODIC ❑ PRIOR TO P�ACEMENT OF COMPACTED FILL.
<br /> lNSTALLED PER THE MANUFACTURER'S INSTRUCTIONS APPROPRIATELY PREPARED PRIOR TO
<br /> b. PERIODIC SPECIAL INSPECTION - THE PART-TIME OR INTERMITTENT AND/OR EVALUATION REPORT. PLACING COMPACTED FILL
<br /> OBSERVATION 4F WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK iS BEING
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK. PERFORM CLASSfFICATION AND CONTINUOUS � PERIODIC ❑ ALL MATERfALS SHALL BE CHECKED AT
<br /> CAST-IN BOLTS & EMBEDS CONTINUOUS � PERIODIC ❑ INSPECTION OF ANCHORS OR EMBEDS CAST IN 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 /> IN5PECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE LOADS HAVE BEEN INCREASED OR WHERE FOR EACH 10,OOOFT z OF SURFACE AREA.
<br /> CONTRACTOR FOR THE BUILDING DIVlSION'S INSPECTOR. THE REPORTS SHALL STRENGTH DESIGN 1S USED.
<br /> INCLUDE THE FOLLOWING.
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. VERIFY PROPER MATERIALS, CONTINUOUS � PERIODIC ❑
<br /> POST-INSTALLED ANCHORS OR CONTINUOUS � PERIODIC ❑ ALL POST-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 /> c. LISTING ANY NON-CONFORMING ITEMS. APPROVED ICC-ES REPORT. COMPACTION
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED. USE OF REQUIRED MfX DESIGN CONTINUOUS � PERIOQIC ❑ 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 BRIN� 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 I5 ABOUT TO BE WCORPORATED IN THE WORK, THE CONCRETE SAMPLING FOR STRENGTH C�NTINUOUS � PERIODIC ❑
<br /> SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY 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 DIVISION, ENGINEER OF RECORD, CONCRETE PLACEMENT CONTINUOUS ❑ PERI4DIC �
<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 INSPECTIONS AND TESTING CURING TEMPERATURE AND CONTINUOUS � PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE FOR
<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 fS 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 WSPECTIONS, PERIODIC INSPECTIONS WHEN FOR AT LEAST 3 DAYS. ACCELERATED CURING
<br /> CONTINUOUS WAS REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT. METHODS MAY BE USED (SEE ACI 31$: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 W1TH 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 CONCRETE
<br /> WILL PERFORM THE INSPECTIONS. MATERIALS, REINFORCEMENT, FORMS, FILLERS, N EW S H EET AD D ED
<br /> AND GROUND SHALL BE FREE FROM FROST. IN
<br /> b. MONITOR 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 APPROPRIATE MEASURES ARE TAKEN TO AVOID O
<br /> CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTION. PLASTIC SHRINKAGE CRACKING AND THAT THE
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS. SPECIFIED WATER/CEMENT RATIO IS NOT
<br /> EXCEEDED.
<br /> d. PERFORM INSPECTfONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<br /> ERECTION OF 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 W ACCORDANCE WITH
<br /> REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> AND ACCEPTED.
<br /> FORMWQRK CONTINUOUS ❑ PERIODIC ❑ VER(FY 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 SUBTtTLE CURRENT REVISION SYMBOL DATE
<br /> oF Wqgy� ACCEPTABILITY JKN 12 16 15 STATEMENT OF SPECIAL INSPECTIONS / /
<br /> 0 ISSUE FOR CONSTRUCTION (WING LRIP ONLOAD) JKN TAL 12f 16/15 ,�P�� N�ro THIS DESIGN AND/OR cK 16123 O 12 16 15
<br /> y � SPECIFICATION IS APPROVED TAL 12 16 15 SHEET
<br /> �OE,��� BRPHARCHfTECTS TITLE FACTORY TRANSFORMATION 40-23 WING LRIP S��
<br /> ENGINEERSINC. APPROVED BY DEPT. DATE TAL 12 16 15
<br /> N0.3137 CHECKED
<br /> � BUILDING 44 23
<br /> P� o APPROVED � JOB N0. COMP N0.
<br /> .� P,��
<br /> WO 15/2899-200
<br /> �°'lF oF A�1���`�' APPROVED STRUCTURAL MASTER EVERETT, Wq °wc No. 40-023—S2o
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