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ITEM <br />INSPECTION REQUIRED <br />REMARK <br />VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY; PERIODIC <br />INSPECTION <br />GRADING AND EXCAVATION <br />REFER TO GEOTECHNICAL REPORT <br />VERIFY EXCAVATION TO PROPER DEPTH; PERIODIC INSPECTION <br />VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING <br />PLACEMENT AND COMPACTION OF FILL; CONTINUOUS INSPECTION <br />VERIFY PLACEMENT, COVER AND BAR SIZE; PERIODIC INSPECTION <br />REFER TO DRAWINGS <br />REINFORCING STEEL <br />VERIFY GRADE; PERIODIC INSPECTION <br />ASTM A615, GRADE 60 <br />EPDXY OR MECHANICAL ANCHORS <br />VERIFY INSTALLATION SIZE AND DEPTH; CONTINUOUS INSPECTION <br />REFER TO DRAWINGS OR FIELD DIRECTIVES <br />VERIFY. NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL <br />WALLS; PERIODIC INSPECTION <br />REFER TO DRAWINGS <br />VERIFY NAIL SIZE, SPACING, SHEATHING TYPE AND BLOCKING FOR ALL <br />FLOOR/ROOF DIAHRAGMS; PERIODIC INSPECTION <br />REFER TO DRAWINGS <br />WOOD FLOOR/WALL DIAPHRAGMS <br />VERIFY INSTALLATION OF HOEDOWNS; PERIODIC INSPECTION <br />REFER TO DRAWINGS <br />VERIFY INSTALLATION OF DRIVEN PILES; CONTINUOUS INSPECTION <br />REFER TO REQUIREMENTS UNDER PIN PILES -0N THIS SHEET, <br />AND. THE GEOTECHNICAL REPORT <br />PROVIDE LOAD TESTING. ON DRIVEN PILES; CONTINUOUS INSPECTION <br />4 RANDOM PILES TESTED TO 200� DESIGN SERVICE EGAD <br />PER ASTM D1143-81 <br />PILE INSTALLATION <br />MONITOR THE NEIGHBORING STRUCTURES WITH SURVEYED ELEVATIONS; <br />PROVIDE A BASE READING PRIOR TO THE START OF PILE <br />DAILY AT THE END OF EACH DAY OF PILE PLACEMENT.. <br />DRIVING. <br />VERIFY MIX DESIGN SUPPLIED MEETS APPROVED MIX DESIGN; PERIODIC <br />INSPECTION <br />REFER TO STAMPED MIX DESIGN 8Y DCG <br />PLACEMENT OF CONCRETE, INCLUDES VERIFYING SLUMP AND AIR CONTENT <br />REFER TO DRAWINGS; <br />TESTS; CONTINUOUS INSPECTION <br />NO REQUIRED FOR SITE-'✓VORK CONCRETE <br />CONCRETE <br />VERIFY ANCHOR BOLTS ARE PLACED AND TIED PROPERLY; CONTINUOUS <br />INSPECTION <br />REFER TO DRAWINGS <br />PERFORM CYLINDER STRENGTH TESTS <br />REQUIRED FOR ALL MIXES OVER 4,500 PSI <br />w <br />w <br />SUMMARY 0E SPECIAL INSPECTION <br />w �m� <br />w <br />CD <br />O w w w <br />n w w <br />z <br />o n z O <br />� w O n w <br />® o w <br />z <br />� O <br />z ��� <br />��o w <br />OwL� <br />z = v <c <br />n o z J <br />�Q� <br />O z w w <br />Qo <br />LIJ <br />m <br />W U o w m m< <br />� �Q,"L J <br />w w z <br />z o�oz o <br />w <br />o r <br />Q v z w <br />6� mwz� z <br />O L O m Q <br />w N ozV) <br />\ Q CD <br />< ����LLJ <br />\ o cl- O <br />Q <br />z z o Q n <br />6a rQwocl <br />Z z�cz cn <br />tmC) � <br />M <br />0 <br />L <br />sa) 0 m <br />cq� 0 <br />� � *r o o 'q <br />® � <br />$.. <br />i <br />WAS& <br />Ali <br />tl� re5 4 32 L !% ' 4 <br />E <br />SS/ONAL <br />S Q <br />u <br />`� <br />0 <br />L <br />n 0 <br />ry LLJ <br />W O <br />0 � <br />0 <br />N <br />C <br />r-- <br />CLIENT: <br />FLATROCK PROD. <br />DESIGNED BY: <br />RT <br />DRAWN BY: <br />JH <br />CHECKED BY: <br />JJ <br />DATE: <br />OCTOBER 2, 2018 <br />SHEET NUMBER: <br />