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1. STATEMENT OF SPECIAL INSPECTION <br />BC <br />SI <br />SO <br />LIRE <br />1705.3 <br />I <br />NBE <br />CONCRETE CONSTRUCTION (SEE TABLE 1705.3) <br />1705.6 <br />I <br />MR <br />SOILS (SEE TABLE 1705.6) <br />SI =SPECIAL INSPECTION <br />SO STRUCTURAL OBSERVATION <br />=ITEM IS REWIRED <br />NIR =TTEM 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 INSPECT10NITESTING REQUIREMENTS <br />SEE DRAWINGS, SPECIFICATIONS, AND IBC SECTIONS 110. AND CHAPTER 17. <br />1.2 INSPECTIONS BY THE BUILDING OFFICIAL (IBC SECTION 110) <br />1.2.1 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 />1.2.2 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 />1.2.3 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 />1.2.4 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 IBC. <br />1.3 STRUCTURAL TESTS AND SPECIAL INSPECTIONS (IBC CHAPTER 17) <br />1.3.1 SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. <br />1.3.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE <br />REQUIREMENTS OF CHAPTER 17 OF THE IBC AS WELL AS ANY ADDRIONAL 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 INSPECTOR SHALL 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 NTH THE <br />APPROVED DESIGN DRAWINGS AND SPECIFICATIONS. <br />1.5.2 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 A SEALED 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 LISTED <br />TASK LISTED <br />1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO <br />NIR <br />ACHIEVE THE DESIGN BEARING CAPACITY <br />2. VERIFY EXCAVATIONS ARE EXTEND TO PROPER DEPTH AND RAVE REACHED <br />NIR <br />V <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 />V <br />NR <br />DURING PLACEMENT AND COMPACTION OF COMPACTED FILL <br />5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND <br />N/ <br />VERIFY THAT SITE HAS BEEN PREPARED PROPERLY <br />2.1 SPECIAL INSPECTIONS FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT, AND LOADAEARING REQUIREMENTS PER IBC 1705.6. <br />2.1.1 THE APPROVED CONSTRUCTION DOCUMENTS PREPARED BY THE REGISTERED DESIGN PROFESSIONALS SEWN BE USED TO <br />DETERMINE COMPLIANCE <br />3. REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION <br />IBC TABLE 17OU <br />VERIFICATION AND INSPECTION <br />CONTINUOUS <br />PERIODIC <br />REFERENCED STANDARD' <br />IBC REFERENCE <br />1. INSPECTION OF REINFORCING STEEL, INCLUDING <br />ACI M8: 3.5, 7.1-7.7 <br />1910A <br />PRESTRESSING TENDONS, AND PLACEMENT <br />4. INSPECTION OF ANCHORS POST4NSTALLED IN <br />HARDENED CONCRETE MEMBERS' <br />A ADHESIVE ANCHORS INSTALLED IN <br />HORIZONTALLY OR UPWARDLY INCLINED <br />7 <br />NIR <br />AC1318:0.91.4 <br />ORIENTATIONS TO RESIST SUSTAINED TENSION <br />LOADS <br />B. MECHANICAL ANCHORS AND ADHESIVE <br />NIR <br />V <br />ACT 318: D.9.2 <br />ANCHORS NOT DEFINED IN 4A <br />5. VERIFYING THE USE OF REQUIRED DESIGN MIX <br />NIR <br />ACA318: <br />4, 5.25.4 <br />19041, 19101,CH. <br />1910.3 <br />6. AT THE TIME FRESH CONCRETE IS SAMPLED TO <br />ASTM C 172 <br />FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM <br />V <br />NfR <br />ASTM C 31 <br />1910.10 <br />SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE <br />ACT 318: 5.6, 5.8 <br />TEMPERATURE OF THE CONCRETE <br />7. INSPECTION OF CONCRETE AND SHOTCRETE <br />V <br />NIRACT <br />318: 5.9, 5.10 <br />1910.8,1910.7. <br />PLACEMENT FOR PROPER APPLICATION TECHNIQUES <br />1910.8 <br />8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING <br />NIR <br />V <br />AC1318:5.115.13 <br />1910.9 <br />TEMPERATURE AND TECHNIQUES <br />12. INSPECT FORMWORK FOR SHAPE, LOCATION AND <br />NIR <br />ACT 318: 6.1.1 <br />DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED <br />3.1. CONCRETE SPECIAL INSPECTION AND TESTING PER IBC TABLE 1705.3 INCLUDING: <br />3.11 CONTINUOUS SPECIAL INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION 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 />mmom <br />TACOMA SEATTLE <br />2215 North 308f Sheet, Sub 300, T-0. WA 95403 <br />253- I422 to <br />1200 SNh Avet ' Suits 1620, S-Ibri. WA 98101 <br />2082672425 Ta <br />Pro'ect T.e. <br />CASCADE COFFEE <br />NEW EXTERIOR <br />EQUIPMENT <br />Clienl <br />CASCADE COFFEE, INC. <br />1525 75th ST SW SUITE 100 <br />EVERETT. WA 98203 <br />Job No. <br />2150149.20 <br />Is... Set 8 Date. <br />PERMIT SET <br />MAYS 2J15 <br />B.SfAD <br />TONAL <br />IeU9: OF WWUFNIS <br />8 <br />Revisions. <br />Sheet Title <br />TESTING AND SPECIAL <br />INSPECTION NOTES <br />Desionee bv: Drawn by, Checked bn <br />AS DR SS <br />Sheet No <br />S0e2 <br />of Sheets <br />