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1 2 3 4 5 6 <br /> 6 <br /> rc <br /> T <br /> c� <br /> STATEMENT OF SPECIAL INSPECTIONS PLAN TABLE 1 <br /> REQUIRED NONSTRUCTURAL SPECIAL INSPECTION <br /> A GENERAL NOTES REFER TO SPECIFICATION SECTION 01 4893 REQUIRED ❑j w <br /> REPORTING BY ¢ Y <br /> 1 THE STATEMENT OF SPECIAL INSPECTIONS PLAN DRAWINGS PROVIDE SPECIAL w <br /> PROJECT COMPLIANCE WITH THE PROVISIONS OF THE INTERNATIONAL PERIODIC INSPECTOR TO m Lu <br /> BUILDING CODE(IBC)CHAPTER 17 FOR SPECIAL INSPECTION,STRUCTURAL SPECIAL CONTINUOUS DESIGNATED TESTING FOR <br /> OBSERVATION,AND TESTING FOR WIND AND SEISMIC RESISTANCE AS 2012 IBC CODE REFERENCED INSPECTION SPECIAL DISTRIBUTION SPECIAL <br /> APPLICABLE THIS INSPECTION IS FURNISHED BY THE CITY AND ENGINEER SYSTEM OR MATERIAL REFERENCE STANDARD (SEE NOTE 1) INSPECTION LIST COMMENTS INSPECTION <br /> 2 STANDARD SPECIAL INSPECTION REQUIREMENTS FOR NONSTRUCTURAL <br /> COMPONENTS ARE CONTAINED IN TABLE 1. GEOTECHNICAL o <br /> 3 STANDARD SPECIAL INSPECTION REQUIREMENTS FOR STRUCTURAL 1 SOILS a �_ <br /> COMPONENTS,REGARDLESS OF WIND OR SEISMIC DESIGN CATEGORIES, A VERIFY MATERIALS BELOW FOOTINGS 17056, SECTION 31 23 13, X X <br /> ARE CONTAINED IN TABLE 2 STANDARD TESTING REQUIREMENTS FOR ARE ADEQUATE TO ACHIEVE THE DESIGN 18035 SUBGRADE O 0 <br /> STRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 3. BEARING CAPACITY PREPARATION w io <br /> 4 FOR ADDITIONAL REQUIREMENTS,REFER TO SPECIFICATION SECTION 01 45 33, <br /> SPECIAL INSPECTION,OBSERVATION AND TESTING. THESE INCLUDE: � <br /> B VERIFY EXCAVATIONS ARE EXTENDED 17056 SECTION 31 23 16, X X ws <br /> A. CONTRACTOR'S REQUIREMENTS TO PROVIDE ACCESS TO THE WORK FOR TO PROPER DEPTH AND HAVE REACHED EXCAVATION <br /> REQUIRED INSPECTIONS,AND TO PROVIDE NOTICE OF REQUIRED PROPER MATERIAL o <br /> INSPECTIONS AND STRUCTURAL OBSERVATION. <br /> B CONTRACTOR'S STATEMENT OF RESPONSIBILITY FOR WORK TO BE C PERFORM CLASSIFICATION AND 1705.E SECTION 3123 23, X % SEE TABLE 3 FOR w O <br /> PERFORMED ON SYSTEMS DESIGNATED UNDER THE STATEMENT OF m z �' <br /> SPECIAL INSPECTIONS PLAN FOR WIND OR SEISMIC RESISTANCE. <br /> TESTING OF CONTROLLED FILL FILL AND BACKFILL GRADATION TEST a w_ <br /> x LL� <br /> C. DEFINITIONS AND TERMINOLOGY USED IN THIS PLAN. MATERIALS REQUIREMENTS z o3 <br /> O <br /> SPECIAL INSPECTION D VERIFY USE OF PROPER MATERIALS. 1705.6 SECTION 31 23 23, X X SEE TABLE 3 FOR <br /> DENSITIES,AND LIFT THICKNESSES FILL AND BACKFILL DENSITY TEST <br /> DURING PLACEMENT AND COMPACTION REQUIREMENTS <br /> 1. SPECIAL INSPECTION WILL BE IN ACCORDANCE WITH IBC SECTION 1704 OF COMPACTED FILL rw <br /> TOGETHER WITH LOCAL AND STATE AMENDMENTS REFER TO THE TABLES E PRIOR TO PLACEMENT OF COMPACTED 1705.6 SECTION 31 23 13, X X SEE TABLE 3 FOR o zp <br /> B CONTAINED ON THESE GENERAL SHEETS FOR PROJECT SPECIFIC INSPECTION FILL,OBSERVE SlI3GRADE AND VERIFY SUBGRADE DENSITY TEST Ina <br /> TYPES AND FREQUENCIES THAT SITE HAS BEEN PREPARED PREPARATION REQUIREMENTS w<w <br /> 2 SPECIAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED k� <br /> INSPECTOR AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED PROPERLY w wo <br /> ACCREDITED INDEPENDENT AGENCY.INSPECTORS FOR EACH SYSTEM AND MATERIAL GENERAL F m oa <br /> WILL BE INTERNATIONAL CODE COUNCIL(ICC)CERTIFIED OR OTHERWISE 1 CONSTRUCTION MATERIALS AND 1705 1A ITEM 1 X X o �o <br /> APPROVED BY THE BUILDING OFFICIAL. SYSTEMS THAT ARE ALTERNATIVES TO �F <br /> 3. THE SPECIAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR MATERIALS AND SYSTEMS PRESCRIBED BY o as <br /> COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT CODE z m of <br /> RECORDS OF INSPECTION. ALL DISCREPANCIES WILL BE BROUGHT TO THE ❑ 30 <br /> IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 2 INSTALLATION OF MATERIALS THAT 170342, ICC-ES EVALUATION X X ANCHORS INSTALLED IN <br /> 4 SPECIAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE REQUIRE ADDITIONAL MANUFACTURER'S 17051.1 ITEM 3 REPORTS HARDENED CONCRETE 20 <br /> SUBMITTED TO THE ENGINEER,CONTRACTOR,BUILDING OFFICIAL,AND OWNER INSTRUCTIONS BEYOND CODE o <br /> WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF TEST REQUIREMENTS O � <br /> COMPLETION INSPECTIONS FOR WHICH REPORTING WILL BE REQUIRED ARE <br /> NOTED IN THE TABLES CONTAINED ON THIS PLAN. STRUCTURAL <br /> 5 AT THE CONCLUSION OF CONSTRUCTION,A FINAL REPORT DOCUMENTING SEE TABLE 2 Bm <br /> REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED wo <br /> DISCREPANCIES WILL BE SUBMITTED. NOTES g� <br /> 1 PERIODIC INSPECTION IS DER NED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS,IN SOME CASES rn $ ?y <br /> PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT THE cai O j zo <br /> COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING ❑ .O <br /> STRUCTURAL OBSERVATION 18 vJ gU <br /> LLI <br /> 1 STRUCTURAL OBSERVATION IS NOT REQUIRED PER IBC SECTION 1704.5. i <br /> w o <br /> SPECIAL INSPECTIONS FOR WIND RESISTANCE <br /> � S <br /> 1 STATEMENT OF SPECIAL INSPECTIONS PLAN REQUIREMENTS FOR WIND w <br /> RESISTANCE IN ACCORDANCE WITH IBC SECTION 1705.10 ARE NOT APPLICABLE v <br /> w <br /> TO THIS PROJECT Dal <br /> Of N <br /> SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE z LL- <br /> g O <br /> 1 STATEMENT OF SPECIAL INSPECTIONS PLAN REQUIREMENTS FOR SEISMIC Z <br /> RESISTANCE IN ACCORDANCE WITH IBC SECTION 170511 ARE NOT APPLICABLE O (n <br /> TO THIS PROJECT U) Z <br /> z �O <br /> ww <br /> w Zd <br /> w <br /> i Uz <br /> Q z <br /> z U w <br /> uai w <br /> W c <br /> D J O <br /> uj <br /> Z <br /> O <br /> VERIFY SCALE <br /> BAR IS ONE INCH ON U <br /> ORIGINAL DRAVANG <br /> 0 1' N <br /> DATE JULY2016 <br /> PROJ 6538t9 <br /> DWG G-009 O <br /> SHEET 9 of 103 U <br /> $PWURL SPWPATH FILENAME SSR-FD-G-009.dgn PLOT DATE:2016\07\29 PLOT TIME: 6:07:41 AM <br />