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• 5 of 40 <br /> GENERAL NOTES <br /> CONCENTRIC/DRIVEN PILES <br /> 1. "CONCENTRIC"OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2015 <br /> INTERNATIONAL BUILDING CODE(IBC). <br /> 2. IT IS RECOGNIZED THAT THE SEATTLE BUILDING CODE(SBC) REQUIRES_8 INCH MINIMUM DIAMETER PIPE FOR PIPE <br /> PILE INSTALLATION. THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING REQUIREMENTS IN ACCORDANCE <br /> WITH SEATTLE DEPARTMENT OF CONSTRUCTION &INSPECTIONS(SDCI) DIRECTOR'S RULE 10-2009 ARE PROVIDED <br /> TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER AS REQUIRED BY SECTION 104.5 OF THE SBC. <br /> 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN <br /> ACCORDANCE WITH ESR-4121. <br /> 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. <br /> 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE CRITERIA FOR <br /> CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA)COATINGS(AC228). <br /> 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, BUILDING <br /> STRUCTURAL STEEL, OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. <br /> 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. <br /> 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. <br /> 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF INCLINATION <br /> OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR-4121. <br /> 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM REQUIRED LOAD <br /> CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2).THE MAXIMUM <br /> INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE <br /> ASSEMBLY. <br /> 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE MINIMUM <br /> REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). <br /> 12. THE PILE QUANTITY, LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT WRITTEN <br /> APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. <br /> 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR INSTALLATION OF THE STABIL- <br /> LOC FOUNDATION PIERING SYSTEM.A GEOTECHNICAL SPECIAL INSPECTOR MUST VERIFY AND RECORD THE <br /> FOLLOWING: <br /> A. VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS <br /> B. TYPES, CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL PIER SEGMENT <br /> AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR-4121 AND THE CONSTRUCTION DOCUMENTS. <br /> C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH <br /> D. TIP ELEVATIONS,THE INSTALLATION PRESSURE AND FINAL DEPTH OF THE DRIVEN FOUNDATION <br /> SYSTEM <br /> E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS <br /> F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THIS <br /> EVALUATION REPORT. <br /> 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION, MISALIGNMENT,OR FAILURE TO MEET OTHER <br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND INSTALL <br /> ADDITIONAL PILES AS REQUIRED. <br /> DRIVEN PILE PROOF TESTING <br /> THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) PERCENT OF <br /> PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM) IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN ASTM <br /> D1143 AND/OR THE 2015 SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST LOAD SHALL BE TWO-HUNDRED(200) <br /> PERCENT OF THE SPECIFIED DESIGN LOAD. <br />