Metal-plate-connected wood trusses spanning 60 feet or greater: X App. truss 1705.5.2 temporary installation restraint / bracing and permanent individual submittal truss member restraint / bracing. package Special Inspection and Testing are required. Periodic Reference Code Type Standard Verify materials below shallow foundations are adequate to achieve - X the design bearing capacity. Verify excavations are extended to proper depth and have reached - X proper material. Geotech Perform classification and testing of compacted fill materials. Report, Table Verify use of proper materials, densities and lift thicknesses during X _ Contract 1705.6 placement and compaction of compacted fill. Docs Prior to placement of compacted fill, inspect subgrade and verify that - X site has been prepared properly. During fill placement inspector verify that proper materials and X procedures. DRIVEN DEEP FOUNDATION ELEMENTS: Special Inspection and Testing are required. Periodic Reference Code Type Standard Verify element materials, sizes and lengths comply with the X - requirements. Determine capacities of test elements and conduct additional load X - tests, as required. Inspect driving operations and maintain complete and accurate X - records for each element. Verify placement locations and plumbness, confirm type and size of X - hammer, record number of blows per foot of penetration, determine Geotech required penetrations to achieve design capacity, record tip and butt Report, Table elevations and document any damage to foundation element. Contract 1705.7 For steel elements, perform additional special inspections in - - Docs accordance with Section 1705.2. (See Special Inspections for Concrete Construction.) For concrete elements and concrete-filled elements, perform tests and - - additional special inspections in accordance with Section 1705.3. (See Special Inspections for Concrete Construction) If applicable, RDP to identify: specialty elements, additional insp. - - CAST-IN-PLACE DEEP FOUNDATION ELEMENTS: Special Inspection and Testing is required. Type Periodic Reference Code Standard Inspect drilling operations and maintain complete and accurate X - records for each element. Verify placement locations and plumbness, confirm element X - Geotech diameters, bell diameters (if applicable), lengths, embedment into Report, Table bedrock (if applicable) and adequate end-bearing strata capacity. Contract 1705.8 Record concrete or grout volumes. Docs For concrete elements, perform tests and additional special - - inspections in accordance with Section 1705.3. (See Special Inspections for Concrete Construction) HELICAL PILE FOUNDATIONS: Special Inspection is required. Type Periodic Reference Code Standard
Metal-plate-connected wood trusses spanning 60 feet or greater: temporary installation restraint / bracing and permanent individual truss member restraint / bracing. X App. truss submittal package 1705.5.2 Special Inspection and Testing are required. Type Periodic Reference Standard Code Verify materials below shallow foundations are adequate to achieve the design bearing capacity. - X Geotech Report, Contract Docs Table 1705.6 Verify excavations are extended to proper depth and have reached proper material. - X Perform classification and testing of compacted fill materials. Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill. X _ Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly. - X During fill placement inspector verify that proper materials and procedures. X DRIVEN DEEP FOUNDATION ELEMENTS: Special Inspection and Testing are required. Type Periodic Reference Standard Code Verify element materials, sizes and lengths comply with the requirements. X - Geotech Report, Contract Docs Table 1705.7 Determine capacities of test elements and conduct additional load tests, as required. X - Inspect driving operations and maintain complete and accurate records for each element. X - Verify placement locations and plumbness, confirm type and size of hammer, record number of blows per foot of penetration, determine required penetrations to achieve design capacity, record tip and butt elevations and document any damage to foundation element. X - For steel elements, perform additional special inspections in accordance with Section 1705.2. (See Special Inspections for Concrete Construction.) - - For concrete elements and concrete-filled elements, perform tests and additional special inspections in accordance with Section 1705.3. (See Special Inspections for Concrete Construction) - - If applicable, RDP to identify: specialty elements, additional insp. - - CAST-IN-PLACE DEEP FOUNDATION ELEMENTS: Special Inspection and Testing is required. Type Periodic Reference Standard Code Inspect drilling operations and maintain complete and accurate records for each element. X - Geotech Report, Contract Docs Table 1705.8 Verify placement locations and plumbness, confirm element diameters, bell diameters (if applicable), lengths, embedment into bedrock (if applicable) and adequate end-bearing strata capacity. Record concrete or grout volumes. X - For concrete elements, perform tests and additional special inspections in accordance with Section 1705.3. (See Special Inspections for Concrete Construction) - - HELICAL PILE FOUNDATIONS: Special Inspection is required. Type Periodic Reference Standard Code
Statement%20of%20Special%20Inspections%20Form%202017%20November.docx