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<br /> T 0 �1 RE UIRED BY 2012 BC � � w
<br /> STATE�IE T OF SPEC A SPECT 0 S 2012 BC SPECIA� f� SPEC Q CO CRETE CO STRUCJT 0 ( BC 170503 �c 1705 . 12 . 1 ) . �
<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. (� `
<br /> CHARGE ACTING AS THE OWNER'S AGENT, IS REQUIRED TO HIRE AND INDEPENDENT
<br /> �.
<br /> TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. REINFORCING STEEL CONTINUOUS ❑ PERIODIC � VERIF`( PRIOR TO P�ACING CONCRETE THAT Q
<br /> S 0 �S C 0 STR U CT 0 C B C 17�5 0 6 ) > REINFORCING IS OF SPECIFIED TYPE, GRADE AND (L
<br /> 2. T H I S S T A T E M E N T O F S P E C I A L I N S P E C T I O N S S U B M I T T E D B E L O W I S F U L F I L L M E N T O F SIZE; THAT IT IS FREE OF 01�, DIRT AND RUST; �
<br /> THAT IT IS LOCATED AND SPACED PROPERLY;
<br /> THE REQUIREMENTS OF 2012 IBC SECTIONS 1704 AND 1705. ITEM FREQUENCY OF INSPECTION INSTRUCTIONS THAT HOOKS, BEND, TIES, STIRRUPS AND �
<br /> 3. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE ' SUPPLEMENTAL REINFORCEMENT ARE P(.ACED
<br /> CORRECTLY; THAT LAP LENGTHS, STAGGER AND �
<br /> APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT, IBC 2012 CHAPTER 17 AND VERIFY SUBGRADE IS ADEQUATE TO CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF CONCRETE. OFFSETS ARE PROVIDED; AND THAT ALL �
<br /> AISC 360-10 SECTION "N5". ACHIEVE DESIGN BEARING CAPACITY MECHANICAL CONNECTIONS ARE INSTALLED PER
<br /> 4. THE INSPECTOR SHALL OBSERVE THE WORK FOR COMPLIANCE WITH THE JURISDICTION THE MANUFACTURER'S INSTRUCTIONS AND/OR
<br /> APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE PROVISIONS OF THE IBC, THE VERIFY EXCAVATIONS EXTEND TO CONTINUOUS ❑ PERIODIC � PRIOR TO PLACEMENT OF COMPACTED FILL EVALUATION REPORT. �--
<br /> ARCHITECTS/ENGINEER S REVIEWED SHOP DRAWINGS, AND/OR PLACEMENT DRAWINGS, PROPER DEPTH AND MATERIAL OR CONCRETE. (f�
<br /> MAY BE USED ONLY AS AN AID TO INSPECTIONS.
<br /> a. CONTINUOUS SPECIAL INSPECTION - THE FULL-TIME OBSERVATION OF WORK CAST-IN BOLTS & EMBEDS CONTINUOUS � PERIODIC ❑ INSPECTION OF ANCHORS OR EMBEDS CAST IN �
<br /> VERIFY THAT SUBGRADE HAS BEEN CONTINUOUS � PERIODIC ❑ PRIOR TO PLACEMENT OF COMPACTED FILL. CONCRETE IS REQUIRED WHEN ALLOWABLE �
<br /> REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS APPROPRIATELY PREPARED PRIOR TO LOADS HAVE BEEN INCREASED OR WHERE '
<br /> PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. PLACWG COMPACTED FILL STRENGTH DESIGN IS USED.
<br /> Q
<br /> b. PERIODIC SPECIAL INSPECTION — THE PART—TIME OR INTERMITTENT
<br /> OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED PERFORM CLASSIFIGATION 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 o
<br /> PERFORMED AND AT THE COMPLETION OF THE WORK. MATERIALS AND GRADATIONS NOT LESS THAN ONCE DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE o
<br /> FOR EACH 10,OOOI2T OF SURFACE AREA. APPROVED ICC-ES REPORT.
<br /> 5. THE SPECIAL INSPECTOR SHALL COMPLETE A DAILY REPORT FOR EACH DAYS
<br /> INSPECTIONS. THE DAILY REPORTS SHALL REMAIN AT THE JOB SITE WITH THE �
<br /> CONTRACTOR FOR THE BUILDING DIVISION'S INSPECTOR. THE REPORTS SHALL FY PROPER MATERIALS S PERIODIC USE OF RE UIRED MIX DESIGN CONTINUOUS � PERIODIC ❑ VERIFY THAT ALL MIXES USED COMPLY WITH THE
<br /> VERI CONTINUOU Q
<br /> > � ❑ �"_' ;
<br /> APPROVED CONSTR
<br /> UCTION DOC
<br /> UMENTS
<br /> • ACI —
<br /> DE THE FOLLOWING. LIFT THICKNESSES ,
<br /> INCLU DENSITIES AND
<br /> a. NAME OF SPECIAL INSPECTOR AND DATE THE INSPECTION WAS PERFORMED. DURING PLACEMENT AND 318;CH 4, 5.2-5.4; AND IBC 19004.3, 19.13.2, � •
<br /> COMPACTION 1913.3.
<br /> b. DESCRIPTION OF THE INSPECTIONS, WITH LOCATIONS AND TESTS PERFORMED.
<br /> W
<br /> 'I c. �ISTING ANY NON—CONFORMING ITEMS. CONCRETE SAMPLING FOR STRENGTH CONTINUOUS � PERIODIC ❑ �
<br /> TESTS, SLUMP, AIR CONTENT, AND
<br /> '�� d. INCLUDE HOW ITEMS WERE RESOLVED OR UNRESOLVED. TEMPERATURE LL�
<br /> e. LIST ANY CHANGES OR CORRECTIONS TO NON-CONFORMING ISSUES AUTHORIZED O '
<br /> HE ENGINE
<br /> ER ARCHITECT OR BUILDING DIVISION'S INSPECTORS. CONCRETE PLACEMENT CONTINUOUS ❑ PERIODIC � ' �
<br /> BY T , ,
<br /> - MEDIATE ATTENTION
<br /> OF �
<br /> �
<br /> 6. THE INSPECTOR SHALL BRING N
<br /> ON C
<br /> ONFORMING IT
<br /> EMS TO THE IM
<br /> E CONTRACTOR AND NOTE ALL SUCH ITEMS IN THE
<br /> DAILY REPORT. IF A
<br /> NY ITEM IS NOT �
<br /> TH .
<br /> �
<br /> RESOLVED IN A TIMELY MANNER AND IS ABOUT TO BE INCORPORATED IN THE WORK, THE CURING TEMPERATURE AND CONTINUOUS � PERIODIC ❑ VERIFY THAT THE AMBIENT TEMPERATURE FOR �
<br /> OTIFY THE ENGINEER
<br /> OF RECORD.
<br /> MEDIATELY N EAST 7
<br /> ECTORS SHALL IM T > 50°F FOR AT L
<br /> SPECIAL INSP CONCRETE IS KEPT A
<br /> �
<br /> TEC
<br /> HNI UES
<br /> Q
<br /> 'I
<br /> ; DAYS A�fER PLACEMENT. HIGH-EARLY- —
<br /> �II'� . THE INSPECTION AGENCY SHALL FURNISH MONTHLY REPORTS OF THE TEST AND
<br /> � STRENGTH CONCRETE SHALL BE KEPT AT >50°F
<br /> INSPECTIONS PERFORMED DIRECTLY TO THE BUILDING DIVISION, ENGINEER OF RECORD, FOR AT LEAST 3 DAYS. ACCELERATED CURING �
<br /> '''� AND OR OTHERS AS DESIGNATED. METHODS MAY BE USED (SEE ACI 318:5.11 .3).
<br /> ,'
<br /> � THE AMBIENT TEMPERATURE FOR SHOTCRETE
<br /> ' 8. THE INSPECTION AGENCY SHALL SUBMIT A FINAL SIGNED AND SEALED REPORT TO THE SHALL BE >40°F FOR THE SAME PERIOD OF TIME
<br /> �' BUILDING DIVISION STATING THAT ALL ITEMS REQUIRING SPECIAL INSPECTIONS AND TESTING AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE
<br /> WERE FULFILLED, ALL DISCREPANCIES WERE CORRECTED OR RESOLVED, AND ALL WORK KEPT CONTINUOUSLY MOIST FOR AT LEAST 24
<br /> 'I REQUIRING SPECIAL iNSPECTIONS IS IN CONFORMANCE WITH THE APPROVED DESIGN
<br /> HOURS AF-fER SHOTCRETING. ALL CONCRETE
<br /> DRAWINGS AND SPECIFICATIONS AND APPLICABLE CODES. ANY ITEMS UNRESOLVED OR MATERIALS, REINFORCEMENT, FORMS, FILLERS, .
<br /> DISCREPANCIES IN COVERAGE (I.E. MlSSED INSPECTIONS, PERIODIC INSPECTIONS WHEN AND GROUND SHALL BE FREE FROM FROST. IN
<br /> CONTINU
<br /> OUS WAS RE UIRED ETC SHALL
<br /> BE SPECIFICA
<br /> LLY ITEMIZED IN THE REPORT.
<br /> HOT
<br /> WEATHER CONDITIONS ENSURE THAT
<br /> Q ,
<br /> �
<br /> 0 IATE MEASURES ARE TAKEN TO AVOID
<br /> APPR PR
<br /> I�I 9. THE STATEMENT OF SPECIAL INSPECTION HAS BEEN PREPARED BY THE ENGINEER
<br /> PLASTIC SHRINKAGE CRACKING AND THAT THE
<br /> OF RECORD WITH THE UNDERSTANDING THAT THE BUILDING OFFICIALS WILL: SPECIFIED WATER/CEMENT RATIO IS NOT
<br /> EXCEEDED.
<br /> a. VE THE UALIFICATIONS OF THE
<br /> SPECIAL INSPECTORS WHO
<br /> IIII
<br /> REVIEW AND APPRQ Q
<br /> '�I 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 /> FORMWORK CONTINUOUS ❑ PERIODIC � VERIFY THAT THE FORMS ARE PLACED PLUMB
<br /> c. REVIEW SUBMITTED INSPECTION REPORTS.
<br /> AND CONFORM TO THE SHAPES, LINES, AND
<br /> DIMENSIONS OF THE MEMBERS AS REQUIRED BY
<br /> d. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE.
<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 ACCEPTEQ.
<br /> i
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<br /> 9U4 SVI/ 1 bfih Str�efi Suite �C�7 �'������
<br /> . �
<br /> Renton, Washin t�n 9�8�57' David P. Balawajder
<br /> � WA PE 28184 �
<br /> SYM REVISlON BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBO� DATE �
<br /> oF WqSH� ACCEPTABILITY KRw 05 30 14 W2534622 05 30 14 �
<br /> KRW DPB 05 30 14 �P�� "�Tay THIS DESIGN AND/OR pPg KE° 05 30 14 GENERAL NOTES / /
<br /> A ISSUE FOR PERMIT � � SPECIFICATION IS APPROVED SHEEf �
<br /> , � BRPH ARCHITECTS ENGI N EER TITLE 40-5 8 � o
<br /> ENGINEERSINC. APPROVED BY DEPT. DATE SLJ EWB 05 30 14
<br /> N0.3137 CHECKED 2 `�
<br /> APPROVED S ITE 40�YD 0
<br /> N
<br /> � = JOB N0. COMP N0. '"�
<br /> p=,� P�.° 16950 � ,
<br /> � /cqTF OF pU1N0��� APPROVED DWG N0.
<br /> i STRUCTURAL MASTER EVERETT, WA 40-YD-S2a
<br />� � � (PAPER SPACE) SEE: 40-YD00_55-C10.DWG
<br />� . ___ _____ - - — -_ _ __—
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