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REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION (TABLE 1705.3) <br />CITY OF SANTA ANA <br />0 M *I <br />rianni, y and o rTg Agency <br />REQUIRED VERIFICATION AND INSPECTION OF DRIVEN DEEP FOUNDATION ELEMEN S (TABLE 1705.7) <br />VERIFICATION AND INSPECTION <br />CONTINUOUS <br />PERIODIC <br />REFERENCED <br />STANDARD <br />IBC <br />REFERENCE <br />1. INSPECTION OF REINFORCING STEEL, INCLUDING <br />_ <br />X <br />ACI 318: 3.5,7-1-7.7 <br />1901.4 <br />PRESTRESSING TENDONS, AND PLACEMENT <br />2. INSPECTION OF REINFORCING STEEL WELDING IN <br />AWS D1.4, <br />ACCORDANCE WITH TABLE 1705.2.2, ITEM 2b <br />_ <br />_ <br />AC1318:3.5.2 <br />_ <br />3. INSPECTION OF ANCHORS CAST IN CONCRETE <br />1908.51 <br />WHERE ALLOWABLE LOADS HAVE BEEN INCREASED <br />- <br />X <br />AC1318:8.3.1,21.2.2 <br />1909.1 <br />OR WHERE STRENGTH DESIGN IS USED. <br />4. INSPECTION OF ANCHORS POST -INSTALLED IN <br />_ <br />X <br />AC1318:3.8.6,8.1.3,21. <br />1909.1 <br />HARDENED CONCRETE MEMBERS <br />2.2 <br />1904.2, <br />5.VERIFYING USE OF REQUIRED DESIGN MIX <br />- <br />X <br />AC1318:CH4,5.2-5.4 <br />1910.2, <br />1910.3 <br />6. AT THE TIME FRESH CONCRETE IS SAMPLED TO <br />FABRICATE SPECIMENS FOR STRENGTH TESTS, <br />X <br />_ <br />ASTM-C-172, ASTM- <br />1910.10 <br />PERFORM SLUMP AND AIR CONTENT TESTS, AND <br />C-31, AC1318:5.6-5.8 <br />DETERMINE THE TEMPERATURE OF THE CONCRETE. <br />7. INSPECTION OF CONCRETE AND SHOTCRETE <br />1910.61 <br />PLACEMENT FOR PROPER APPLICATION <br />X <br />- <br />AC1318:5.9, 5.10 <br />1910.7, <br />TECHNIQUES <br />1910.8 <br />8. INSPECTION FOR MAINTENANCE OF SPECIFIED <br />_ <br />X <br />AC1318:5.11-5.13 <br />1910.9 <br />CURING TEMPERATURE AND TECHNIQUES. <br />9. INSPECTION OF PRESTRESSED CONCRETE: <br />AC1318:18.20, <br />AC1318:18.18.4 <br />_ <br />9.A APPLICATION OF PRESTRESSING FORCES. <br />X <br />- <br />9.13 GROUTING OF BONDED PRESTRESSING <br />TENDONS IN THE SEISMIC FORCE -RESISTING <br />X <br />- <br />SYSTEM. <br />10. ERECTION OF PRECAST CONCRETE MEMBERS <br />- <br />X <br />AC1318:CH.16 <br />- <br />11. VERIFICATION OF IN -SITU CONCRETE STRENGTH, <br />PRIOR TO STRESSING OF TENDONS IN POST - <br />TENSIONED CONCRETE AND PRIOR TO REMOVAL OF <br />- <br />X <br />AC13818:6.2 <br />- <br />SHORES AND FORMS FROM BEAMS AND <br />STRUCTURAL SLABS. <br />12. INSPECT FORMWORK FOR SHAPE, LOCATION AND <br />DIMENSIONS OF THE CONCRETE MEMBER BEING <br />- <br />X <br />AC1318:6.1.1 <br />- <br />FORMED. <br />REQUIRED SPECIAL INSPECTIONS OF SOILS <br />TYPE CONTINUOUS PERIODIC <br />DURING TASK DURING TASK <br />1. VERIFY MATERIALS BELOW FOUNDATIONS ARE <br />ADEQUATE TO ACHIEVE THE DESIGN BEARING - X <br />CAPACITY <br />2. VERIFY EXCAVATIONS ARE EXTENDED TO <br />PROPER DEPTH AND HAVE REACHED PROPER - X <br />MATERIAL. <br />3. PERFORM CLASSIFICATION AND TESTING OF X <br />COMPACTED FILL MATERIALS. <br />4. VERIFY USE OF PROPER MATERIALS, <br />DENSITIES AND LIFT THICKNESS DURING X <br />PLACEMENT AND COMPACTION OF COMPACTED <br />FILL. <br />5. PRIOR TO PLACEMENT OF COMPACTED FILL, <br />OBSERVE SUBGRADE AND VERIFY THAT SITE HAS - X <br />BEEN PREPARED PROPERLY. <br />#B2505264 <br />oQ�p(r ESSIOHq <br />law, <br />q' �cy <br />VIM <br />C 97815 <br />* b C-L a w <br />�l4rF 0 F I V 1 `\� <br />CA <br />-11-2025 <br />ENGINEER <br />DOTec ENGINEERING <br />ADDRESS: 424 JEFFERSON STREET <br />ST CHARLES, MO 63301 <br />PHONE: (636) 724-9872 <br />WEB: www.dotecengineering.com <br />MANUFACTURER <br />AMERICANA OUTDOORS <br />ADDRESS: #2 INDUSTRIAL DRIVE <br />SALEM, IL 62881 <br />PHONE: (800) 851-0865 <br />WEB: www.americana.com <br />PROJECT / LOCATION <br />VERIFICATION AND INSPECTION TASK <br />1. VERIFY ELEMENT MATERIALS, SIZES AND LENGTH COMPLY WITH THE <br />REQUIREMENTS. <br />2. DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL <br />LOAD TESTS, AS REQUIRED. <br />3. OBSERVE DRIVING OPERATION AND MAINTAIN COMPLETE AND ACCURATE <br />RECORDS FOR EACH ELEMENT. <br />SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, <br />DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, <br />RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO <br />5. FOR STEEL ELEMENTS, PERFORM ADDITIONAL INSPECITONS IN <br />ACCORDANCE WITH SECTION 1705.2. <br />6. FOR CONCRETE ELEMENTS AND CONCRETE -FILLED ELEMENTS, PERFORM <br />ADDITIONAL INSPECTION IN ACCORDANCE WITH SECTION 1705.3. <br />7. FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS <br />DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE <br />CHARGE. <br />CONTINUOUS D Rl�d� T=V_V%rK3Vul��UANCI <br />TASKr <br />X Master ID: <br />X I I - <br />X I - <br />X I - <br />REQUIRED SPECIAL INSPECTIONS AND TESTS OF CAST -IN -PLACE DEEP FOUNDATION ELEMENTS <br />TYPE CONTINUOUS SPECIAL PERIODIC SPECIAL <br />INSPECTION INSPECTION <br />1. Inspect drilling operations and maintain complete accurate records for each element. X - <br />2. Verify placement locations and plumbness, confirm element diameters, bell diamters <br />(if applicable), lengths, embedment into bedrock (if applicable) and adequate end- X - <br />bearing strata capacity. Record concrete or grout volumes. <br />3. For concrete elements, perform tests and additional special inspections in <br />accordance with Section 1705.3. <br />5306 W MCFADDEN AVE <br />SANTA ANA, CA 92704 <br />MODEL <br />20' x 112'-6" <br />MONOSLOPE SHELTER <br />DWG. NO. 224730-2 <br />Boa NO. 224730-2 <br />P.O. NO. CA 83188 <br />DRAWN BY <br />TG <br />REVISION <br />DRAWN DATE <br />5/13/2025 <br />REVISE DATE <br />SHEET <br />C3 <br />OF 16 SHEETS <br />