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STATEMENT OF SPECIAL NSPECTIONS 2012 IBC SPECIAL INSPECTION REQUIRED BY 2012 IBC CONCRETE CONSTRUCTION (IBC 1705.3 & 1705.12.1): UJ
<br /> 1. IN ACCORDANCE TO SECTION 1704.2 OF THE 2012 INTERNATIONAL BUILDING CODE INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION" AS "PERIODIC" OR ITEM FREQUENCY OF INSPECTION INSTRUCTIONS
<br /> (IBC), THE OWNER, OR THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CONTINUOUS". IF NO BOX IS CHECKED, EITHER THE TASK DOES NOT EXIST OR DOES NOT NEED ANY SPECIAL INSPECTION. V
<br /> CHARGE ACTING AS THE OWNER'S AGENT, IS REQUIRED TO HIRE AND INDEPENDENT
<br /> TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. REINFORCING STEEL CONTINUOUS ❑ PERIODIC ® VERIFY PRIOR TO PLACING CONCRETE THAT
<br /> SOILS CONSTRUCTION (IBC 1 705.6): REINFORCING IS OF SPECIFIED TYPE, GRADE AND
<br /> 2. THIS STATEMENT OF SPECIAL INSPECTIONS SUBMITTED BELOW IS FULFILLMENT OF SIZE; THAT IT IS FREE OF OIL, DIRT AND RUST; it
<br /> THE REQUIREMENTS OF 2012 IBC SECTIONS 1704 AND 1705. ITEM FREQUENCY OF INSPECTION INSTRUCTIONS THAT IT IS LOCATED AND SPACED PROPERLY;
<br /> THAT HOOKS, BEND, TIES, STIRRUPS ANDcc
<br /> 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE
<br /> APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT, IBC 2012 CHAPTER 17 AND SUPPLEMENTAL REINFORCEMENT ARE PLACED
<br /> AISC ED SECTION "N5". VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS ® PERIODIC ❑ PRIOR TO PLACEMENT OF CONCRETE. CORRECTLY; THAT LAP LENGTHS, STAGGER AND 0
<br /> ACHIEVE DESIGN BEARING CAPACITY OFFSETS ARE PROVIDED; AND THAT ALL
<br /> 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION MECHANICAL CONNECTIONS ARE INSTALLED PER
<br /> APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE PROVISIONS OF THE IBC, THE THE MANUFACTURER'S INSTRUCTIONS AND/OR LV
<br /> ARCHITECTS/ENGINEER'S RENEWED SHOP DRAWINGS, AND/OR PLACEMENT DRAWINGS, VERIFY EXCAVATIONS EXTEND TO CONTINUOUS ❑ PERIODIC ® PRIOR TO PLACEMENT OF COMPACTED FILL EVALUATION REPORT. I—
<br /> MAY BE USED ONLY AS AN AID TO INSPECTIONS. PROPER DEPTH AND MATERIAL OR CONCRETE.
<br /> a. CONTINUOUS SPECIAL INSPECTION — THE FULL—TIME OBSERVATION OF WORK VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS ® PERIODIC ❑ PRIOR TO PLACEMENT OF COMPACTED FILL. CAST—IN BOLTS & EMBEDS CONTINUOUS ® PERIODIC ❑ INSPECTION OF ANCHORS OR EMBEDS CAST IN ›—
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS APPROPRIATELY PREPARED PRIOR TO CONCRETE IS REQUIRED WHEN ALLOWABLE J
<br /> PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PLACING COMPACTED FILL LOADS HAVE BEEN INCREASED OR WHERE
<br /> STRENGTH DESIGN IS USED. Q
<br /> b. PERIODIC SPECIAL INSPECTION — THE PART—TIME OR INTERMITTENT W
<br /> OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED PERFORM CLASSIFICATION AND CONTINUOUS ® PERIODIC ❑ ALL MATERIALS SHALL BE CHECKED AT
<br /> SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING TESTING OF COMPACTED FILL EACH LIFT FOR PROPER CLASSIFICATIONS POST—INSTALLED ANCHORS OR CONTINUOUS ® PERIODIC ❑ ALL POST—INSTALLED ANCHORS/DOWELS SHALL p
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK. MATERIALS AND GRADATIONS NOT LESS THAN ONCE DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS FOR EACH 10,0001'1 OF SURFACE AREA. APPROVED ICC—ES REPORT, O
<br /> INSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE cz
<br /> CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR. THE REPORTS SHALL VERIFY PROPER MATERIALS, CONTINUOUS ® PERIODIC ❑
<br /> INCLUDE THE FOLLOWING. DENSITIES AND LIFT THICKNESSES USE OF REQUIRED MIX DESIGN CONTINUOUS CZ PERIODIC ❑ VERIFY THAT ALL MIXES USED COMPLY WITH THE
<br /> F-
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. DURING PLACEMENT AND APPROVED CONSTRUCTION DOCUMENTS; ACI C
<br /> COMPACTION 318;CH 4, 5.2-5.4; AND IBC 19004.3, 19.13.2, c
<br /> b. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED. 1913.3.
<br /> CK
<br /> c. LISTING ANY NON—CONFORMING ITEMS.
<br /> CONCRETE SAMPLING FOR STRENGTH CONTINUOUS ® PERIODIC ❑ W
<br /> d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED. TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE
<br /> TEMPERATURE cc
<br /> e. LIST ANY CHANGES OR CORRECTIONS TO NON—CONFORMING ISSUES AUTHORIZED
<br /> BY THE ENGINEER, ARCHITECT, OR BUILDING DIVISION'S INSPECTORS. O
<br /> CONCRETE PLACEMENT CONTINUOUS ❑ PERIODIC ® li.
<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 W
<br /> RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCORPORATED IN THE WORK, THE D
<br /> SPECIAL INSPECTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD. CURING TEMPERATURE AND CONTINUOUS ® PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE FOR CO
<br /> TECHNIQUES CONCRETE IS KEPT AT > 50'F FOR AT LEAST 7 Ci)
<br /> 7. THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND DAYS AFTER PLACEMENT. HIGH—EARLY— —
<br /> INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION, ENGINEER OF RECORD, STRENGTH CONCRETE SHALL BE KEPT AT >50'F
<br /> AND/OR OTHERS AS DESIGNATED. FOR AT LEAST 3 DAYS. ACCELERATED CURING
<br /> METHODS MAY BE USED (SEE ACI 318:5.11.3).
<br /> 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE THE AMBIENT TEMPERATURE FOR SHOTCRETE
<br /> BUILDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING SHALL BE >40'F FOR THE SAME PERIOD OF TIME
<br /> WERE FULFILLED, ALL DISCREPANCIES WERE CORRECTED OR RESOLVED, AND ALL WORK AS NOTED FOR CONCRETE. FOR ATEL SHALL BE
<br /> REQUIRING SPECIAL INSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br /> DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES. ANY ITEMS UNRESOLVED OR HOURS AFTER NFORCEMENT, ALL CONCRETE
<br /> DISCREPANCIES IN COVERAGE (I.E. MISSED INSPECTIONS, PERIODIC INSPECTIONS WHEN MATERIALS, REINFORCEMENT, FORMS, FILLERS,
<br /> CONTINUOUS WAS REQUIRED, ETC) SHALL BE SPECIFICALLY ITEMIZED IN THE REPORT. AND GROUND SHALL BE FREE FROM FROST. IN
<br /> HOT WEATHER CONDITIONS ENSURE THAT
<br /> 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER APPROPRIATE MEASURES ARE TAKEN TO AVOID
<br /> OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL: PLASTIC SHRINKAGE CRACKING AND THAT THE
<br /> SPECIFIED WATER/CEMENT RATIO IS NOT
<br /> EXCEEDED.
<br /> a. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO
<br /> WILL PERFORM THE INSPECTIONS.
<br /> ERECTION OF PRECAST CONCRETE CONTINUOUS ❑ PERIODIC ® VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED,
<br /> b. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT ASSEMBLED AND BRACED IN ACCORDANCE WITH
<br /> THE SPECIAL INSPECTORS ARE QUALIFIED AND PERFORMING THEIR DUTIES AS THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> CALLED FOR IN THE STATEMENT OF SPECIAL INSPECTION.
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS. FORMWORK CONTINUOUS ❑ PERIODIC ® VERIFY THAT THE FORMS ARE PLACED PLUMB
<br /> AND CONFORM TO THE SHAPES, LINES, AND
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE. DIMENSIONS OF THE MEMBERS AS REQUIRED BY
<br /> THE APPROVED CONSTRUCTION DOCUMENTS.
<br /> e. WILL ISSUE CERTIFICATION OF OCCUPANCY AFTER ALL SPECIAL INSPECTION
<br /> REPORTS AND THE FINAL SPECIAL INSPECTION REPORT HAVE BEEN SUBMITTED
<br /> AND ACCEPTED.
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<br /> 900 SW 16th Street Suite 307 SVONAt.Ea`
<br /> Renton,Washington 98057 David P. Balawajder
<br /> SYM REVISION BY APPROVED DATE SYM RENISON BY APPROVED DATE DRAWN OAI� WA PE 28184 0
<br /> UE wABXAM ACCEPTABILITY KRW 05/30/14 SUBTffLE CURRENT REVISION SYMBOL DATE
<br /> A ISSUE FOR PERMIT KRW DPB 05/30/14 .E SPETHIS DESIGOR
<br /> CIfIC.4TI0N NSAAPPROVEO DPBaKLD OS/30/14 GENERAL NOTES W2534622 05/30/14
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<br /> �ara®awc. o APPROVED BY DEFT. DATE SW/EWB 05/30/14 40-58
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<br /> APPROVED SITE 40-YD JOB NO. COMP ND. o
<br /> 16950
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<br /> (PAPER SPACE)SEE:40-YD0D_55-C10.DWG
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