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-,n <br />1. STATEMENT OF SPECIAL INSPECTION <br />IBC <br />SI <br />SO <br />TITLE <br />17M.3 <br />NA <br />CONCRETE CONSTRUCTION (SEETABLE 1705.3) <br />1705.6 <br />WR <br />SOILS (SEE TABLE 1705.6) <br />SI SPECIAL INSPECTION <br />SO 4TRUCTURAL OBSERVATION <br />STEM IS REQUIRED <br />NIR 4TEM IS NOT REQUIRED <br />SPECIAL INSPECTIONS INDICATED ARE FOR STRUCTURAL ELEMENTS ONLY. SEE MECH AND ELEC <br />DRAWINGS FOR ADDITIONAL SPECIAL INSPECTIONS. <br />1.1 NSPECTIONITESTING REQUIREMENTS <br />SEE DRAWINGS, SPECIFICATIONS, AND IBC SECTIONS 110, AND CHAPTER 17. <br />12 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110) <br />12.1 FOUNDATION INSPECTION SHALL BE MADE AFTER EXCAVATIONS ARE COMPLETE AND ANY <br />REQUIRED REINFORCING IS IN PLACE. ANY REQUIRED FORMS SHALL BE IN PLACE PRIOR TO <br />INSPECTION. <br />122 CONCRETE SLAB OR UNDER FLOOR INSPECTION SHALL BE MADE AFTER ALL UNDER SLAB <br />ACCESSORIES AND REINFORCEMENT ARE PLACED AND PRIOR TO CONCRETE SLAB PLACEMENT OR <br />FLOOR SHEATHING INSTALLATION. <br />12.3 FRAME INSPECTIONS SHALL BE MADE AFTER ALL FRAMING IS COMPLETE AND ALL PIPES, DUCTS, <br />ELECTRICAL, PLUMBING, ETC., ARE INSTALLED AND APPROVED PRIOR TO COVER <br />12.4 IN ADDITION TO THE INSPECTION SPECIFIED ABOVE, THE BUILDING OFFICIAL IS AUTHORIZED TO <br />MAKE OR REQUIRE OTHER INSPECTION OF ANY CONSTRUCTION WORK TO ASCERTAIN COMPLIANCE <br />WITH THE PROVISIONS OF THE 83C. <br />1.3 STRUCTURAL TESTS AND SPECIAL NSPECTIONS (IBC CHAPTER 17) <br />1.3.1 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. <br />1.32 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE <br />REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDITIONAL REQUIREMENTS OF THE <br />BUILDING OFFICIAL. OMISSION FROM THE LIST BELOW OF TESTING AND INSPECTION <br />REQUIREMENTS SHALL NOT RELIEVE THE CONTRACTOR FROM PROVIDING TESTING AND <br />INSPECTION REQUIRED BY THE SPECIFICATIONS, THE IBC AND THE BUILDING OFFICIAL <br />1.3.3 TESTING AND SPECIAL INSPECTIONS SHALL BE COMPLETED IN ACCORDANCE WITH THE <br />REQUIREMENTS OF CHAPTER 17 OF THE IBC FOR THE ITEMS LISTED IN THIS SECTION. <br />1.5 SPECIAL INSPECTORSHALL BE CURRENTLY WABO CERTIFIED AND UNDER THE SUPERVISION OF <br />REGISTERED PROFESSIONAL ENGINEER <br />1.5.1 THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH THE <br />APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. <br />1.52 THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL, <br />ENGINEER OF RECORD, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE <br />BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR FOR CORRECTION. THEN, <br />IF NOT IN CONFORMANCE, TO THE PROPER DESIGN AUTHORITY AND BUILDING OFFICIAL. <br />1.5.3 THE SPECIAL INSPECTOR SHALL SUBMIT ASEALED FINAL REPORT BY A REGISTERED <br />PROFESSIONAL ENGINEER STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN <br />CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE <br />WORKMANSHIP PROVISION OF THE IBC. <br />2A. REQUIRED VERIFICATION AND INSPECTION OF SOILS <br />IBC TABLE 1705.6 <br />VERIFICATION AND INSPECTION TASK <br />CONTINUOUS DURING <br />PERIODICALLY DURING <br />TASK USTED <br />TASK LISTED <br />1. VERIFY MATERIALS BE LOW SHALLOW FOUNDATIONS ARE ADEQUATE TO <br />NfR <br />ACHIEVE THE DESIGN BEARING CAPACITY <br />2. VERIFY EXCAVATIONS ARE EXTEND TO PROPER DEPTH AND HAVE REACHED <br />PROPER MATERIAL <br />3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIAL <br />NIR <br />4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES <br />7 <br />NIR <br />DURING PLACEMENT AND COMPACTION OF COMPACTED FILL <br />5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND <br />NIR <br />VERIFY THAT SITE HAS BEEN PREPARED PROPERLY <br />2A SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOAD -BEARING REQUIREMENTS PER IBC 1705.6, <br />2.1.1 THE APPROVED CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS SHALL BE USED TO <br />DETERMINE COMPLIANCE <br />3. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <br />IBC TABLE 1705.3 <br />VERIFICATION AND INSPECTION <br />CONTINUOUS <br />PERIODIC <br />REFERENCED STANDARD' <br />IBC REFERENCE <br />1. INSPECTION OF REINFORCING STEEL, INCLUDING <br />NIR <br />v <br />AC131& 3A 7.1.7.7 <br />1910.4 <br />PRESTRESSING TENDONS, AND PLACEMENT <br />4. INSPECTION OF ANCHORS POST -INSTALLED IN <br />HARDENED CONCRETE MEMBERS' <br />A ADHESIVE ANCHORS INSTALLED IN <br />HORIZONTALLY OR UPWARDLY INCLINED <br />WR <br />ACI 3%D.92A <br />ORIENTATIONS TO RESIST SUSTAINED TENSION <br />LOADS <br />B. MECHANICAL ANCHORS AND ADHESIVE <br />v <br />ACI ME: D.92 <br />ANCHORS NOT DEFINED IN 4A <br />ACI6.2- <br />19019;0.42 10.2, <br />5. VERIFYING THE USE OF REQUIRED DESIGN MIX <br />NIR <br />CH.4, 525.4 <br />1910.3 <br />B AT THE TIME FRESH CONCRETE IS SAMPLED TO <br />ASTM C 172 <br />FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM <br />NIR <br />ASTM C 31 <br />1910.10 <br />SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE <br />ACI 318:5.6. 59 <br />TEMPERATURE OF THE CONCRETE <br />7. INSPECTION OF CONCRETE AND SHOTCRETE <br />WR <br />ACI 318:59, 5.10 <br />1910.6, 1910.7, <br />PLACEMENT FOR PROPER APPLICATION TECHNIQUES <br />1910.8 <br />B. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING <br />WR <br />ACI 318:5.11.6.13 <br />1910.9 <br />TEMPERATURE AND TECHNIQUES <br />12. INSPECT FORMWORK FOR SHAPE, LOCATION AND <br />WR <br />,r <br />ACI 318: 6.1.1 <br />DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED <br />3.1. CONCRETE: SPECIAL INSPECTION AND TESTING PER MC TABLE 1705.3 INCLUDING: <br />3.12 CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPUCA71ON TECHNIQUES. <br />3.1.5 SPECIFIC REQUIREMENTS FOR INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE SHALL BE AS DESCRIBED IN <br />THE RESEARCH REPORT ISSUED BY AN APPROVED SOURCE (ICC, IAPMO, ETC.). <br />1.,d5-. <br />O © o O <br />TACOMA SEATTLE <br />2215 North 3M Street Sutle 3D0, Te , WA 98403 <br />253.3832422 ra <br />1200 Shdh Averele, Sufb 1620, Seattle, WA 98101 <br />21182672425 1a <br />Prolaot Title <br />CASCADE COFFEE <br />NEW EXTERIOR <br />EQUIPMENT <br />Client, <br />CASCADE COFFEE, INC. <br />1525 75th ST SW SUITE 100 <br />EVERETT, WA 98203 <br />JoQ No. <br />215014A20 <br />Issue Set A Date <br />PERMIT SET <br />MAY 6, 2015 <br />�R.S.Iype <br />O <br />osBs`tae.�s>K'F� <br />S70NAL <br />� a aOCllletlTS <br />VA <br />Revisions: <br />Sheet Title: <br />TESTING AND SPECIAL <br />INSPECTION NOTES <br />Designed 5v: Drawn Sv. Checked It, <br />AS DR SS <br />Sheet No. <br />S0e2 <br />of Sheets <br />