3008 LEONARD DR 2022 Plans 2025-07-01

t GENERAL STRUCTURAL NOTES ABBREVIATIONS "a'jH°R' i:„ DESIGN CRITERIA HELICAL PILES 12. THE PILE QUANTITY.LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT AB ANCHOR BOLT FTG FOOTING CODE:2018 IRCIIBC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. ABV ABOVE GA GAUGE ? ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR INSTALLATION OF THE AFF ABOVE FINISH FLOOR GALV GALVANIZED ;+ONAL FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE STABIL-LOC FOUNDATION PIERING SYSTEM.A GEOTECHNICAL SPECIAL INSPECTOR MUST VERIFY AND ALT ALTERNATE GLB GLUTAM BEAM "' RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. RECORD THE FOLLOWING: ALUM ALUMINUM GR GRADE BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE WITH ESR-3750. A. VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS APPROX APPROXIMATE GYP GYPSUM WALL BOARD 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE B. TYPES,CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL PIER AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) SEGMENT AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR-4121 AND THE CONSTRUCTION BB BOX BEAM HDR HEADER 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). DOCUMENTS. BF BOTTOM FLUSH HF HEM FIR ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK. 5. ALL HELICAL FOUNDATION COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH BLDG BUILDING HGT HEIGHT 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE REINFORCING STEEL,BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER D. TIP ELEVATIONS,THE INSTALLATION PRESSURE AND FINAL DEPTH OF THE DRIVEN FOUNDATION BLKG BLOCKING HT HEIGHT STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC35B SECTION 3.9. SYSTEM BM BEAM IN INCH DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS SOT BOTTOM IT JOINT 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL 7. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THIS BP BOTTOM PLATE MAX MAXIMUM BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE 8. HELICAL PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF EVALUATION REPORT. BRG BEARING MIN MINIMUM W PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF*I-t DEGREE FROM VERTICAL PER SECTION 4.2.1 OF ESR-3750. 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER BTWN BETWEEN MISC MISCELLANEOUS Q . z D H `Ti)BOTTOM OF WALL 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE 9. MONITOR AND RECORD DEPTH OF PILE PENETRATION.PROVIDE TORQUE MONITORING DEVICE AS PART OF SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND BSMT BASEMENT NB NON-BEARING PRECEDENCE OVER THE"GENERAL NOTES"AND/OR'STANDARD DETAILS". THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURING THE INSTALLATION OF EACH PILE INSTALL ADDITIONAL PILES AS REQUIRED. NO NUMBER Z O 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. CANT CANTILEVER DC ON CENTER I-- LJJ 0 CONTROL JOINT z SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE DRIVEN PILE PROOF TESTING CLG. CEILING PSF POUNDS PER SQUARE FOOT Hs 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE MINIMUM REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) PSI POUNDS PER SQUARE INCH CU CEIUNG JOIST Z w L.LJ DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE CIA CLEAR PT PRESSURE TREATED z 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD CMU CONCRETE MASONRY UNIT RAF RAFTER O Q CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE 11. ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. COL COLUMN REF REFERENCE J DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY CONN CONNECTION REQD REQUIRED FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. SPECIAL INSPECTIONS SCHEDULE CORAL CONSTRUCTION SF SQUARE FOOT ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQUE CONT CONTINUOUS SIM SIMILAR 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE REQUIRED FOR INSTALLATION AND ALL INDUCED STRESSES. SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN CTR CENTER SPF SPRUCE PINE FIR '/�• INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER 14, THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT MARKED WITH A".ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. DOT DETAIL STD STANDARD J� WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. OF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE ANY PORTION OF THE WORK. TABLE 1706.3 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION 1705.9 MUST BE REQUIRED SPECIAL IN SPECTIONS AND TESTS OF CONCRETE CONSTRUCTION DEL DOUGLAS FIR LARCH T/ TOP OF WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT PROVIDED FOR THE INSTALLATION OF THE HELICAL PILES AND FOUNDATION BRACKETS.ITEMS TO BE DIM DIMENSION T/C TOP OF CONCRETE /' RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: co PERIODIC SPECIAL REFERENCED MC DI DOUBLE JOIST SHALL APPLY. TYPE SPECIAL INSPECTION REFERENCE T/P TOP OF PLATE INSPECTION STANDARD' DIA DIAMETER A. PRODUCT MANUFACTURER T/S TOP OF STEEL 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES 1 Inspect reinforcement Including prestressing ACI 318 Co 20.252 OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS tendons.and verify placemena - - 253 26 5 1-2653 19084 DN DOWN T/W TOP OF WALL 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALlAT10N. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, 2 Reinforcing bar*stamp a Venry weldabmry a re nfoaing bars DS DOWN SPOUT 7TOP FLUSH EA EACH 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED BRACKETS,BOLTS,THREADED RODS,NUTS.WASHERS,AND TORQUES AS SPECIFIED IN THIS alnel than ASTM A 701i. - - AWS 01.4 TJ TRIPLE JOIST REPORT AND THE CONSTRUCTION DOCUMENTS b Inspect single-pass fillet welds maximum ACI 31826.54 EF EACH FACE IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. el •ara - El EXPANSION JOINT T/BM TOP OF BEAM _ 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND +s - - T/SLABTOP OF SLAB THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS c.Inspect all doer weds ELEV ELEVATION 3.Inspect anchors cast m concrete - - AD 318 17 8.2 TP TOP PLATE GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE - EN EDGE NAILING(PANEL) E. ANTICIPATED AND ACTUAL PILING DEPTH 4Inspect anchors post-mstailed In hardened TYP .TYPICAL "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN, commie members EQ EQUAL F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION a emembe anchors installed in 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE horizontally ES EACH SIDE LINO UNLESS NOTED OTHERWISE THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET. ususlatned p wardly on loaln neatlw+s to resin - - AG n 318. e 2 a -as EW EACH WAY UPA UNDER POST ABOVE LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED o Mecnanlcal anchors and adhesive anc5a< - - FB FLUSH BEAM UWA UNDER WALL ABOVE BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. Ira decried In 4 a INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. 6 veiny use a repined aesgn rmx ACI 318 CIt 19. 1904 1.1904 2, FIN FINISH VERT VERTICAL 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT.OR FAILURE TO MEET OTHER - - 264 3 264 a ,19082,19083 FL FLOOR VIF VERIFY IN FIELD 16. MINIMUM ASSUMED SOIL BEARING CAPACITY...............3,000 PSF SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND 6 vrgr to concrete placement fabricate specullens ASTM C 172 Tor Strength tests perform slurry and air - - ASTM C 31 190810 FLSHG FLASHING W/ WITH 3008 LEONARD DR content leas and determine the temperature a INSTALL ADDITIONAL PILES AS REQUIRED. AD 318 26 4 5.2612 the concrete RV FOUNDATION WC WESTERN CEDAR 7 Inspect concrele and slwtcrele placement for AD 318.26.4.5 19086.19087. EVERETT HELICAL PILE PROOF TESTING proper aPaSalton lechnques - 1906.8 FP FIREPLACE WP WATERPROOF evenry maintenance of specmed cunrg - - 4dm 318.2647-2649 1980 FT FOOT WWF WELDED WIRE FABRIC WA 98201 THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) temperature and tecnnques CONCRETE ANCHORS 9 Inspecl prestressed coicrele for PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE a Application of prestressing forces.and - - AD 318.26 9 21 - 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT!,OR EQUIVALENT.SPECIAL OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD b Grout.of banded prestressing tendons. - - AD 318.26.92.3 S220906-2XR INSPECTIONS REQUIRED. 10 nspecl erection a precast concrete members - AD 318.Cis 26.8 - SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. 11 Verify In-sou concrete strength prior to st'esslrg of tendons In posttensaned concrete aim _ - ACI 318 26 10 2 - JT STRUCTURAL AND MISC.STEEL pnnr to removal a stares and forms from PROOF TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARD 01143431.GEOTECHNICAL SPECIAL beam_and structural slabs 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE 12 Inspect formwork for shape.locabon and LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". INSPECTOR SHALL BE CONTINUOUSLY PRESENT DURING PILE INSTALLATION AND LOAD TESTING.PROOF n nsorthe concrete member being - - AD 318 26 10 1(0) -formed M RT 2. MATERIALS: TESTING SHALL BE APPLIED TO EACH OF THE LOAD CONFIGURATIONS SPECIFIED IN THE PILE SPACING&LOAD TABLE 1706.7 BOLTS-ASTM A307,UNLESS OTHERWISE NOTED REQUIREMENTS TABLE.MINIMUM ONE(1)PILE PER LOAD CONFIGURATION SHALL BE TESTED. REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS 10/13/2022 WF BEAMS-ASTM A572.50(Fy=50,000 PSI) TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) CONCENTRIC DRIVEN PILES 1 Verity element miens sires and lengths comply with 1. "CONCENTRIC'OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE the requirements f - HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) 2 DelereSne capacmes of lest elements and conduct - ALL OTHER STEEL-ASTM A36 F 36,000 PSI) 2018 INTERNATIONAL BUILDING CODE(IBC). additional load tests as required (Y 2. IT IS RECOGNIZED THAT THE INTERNATIONAL BUILDING CODE(IBC)REQUIRES 8 INCH MINIMUM DIAMETER 3 lnspeof arvng operations and maintain complete and 1 - accurate lecurds for each element. PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING a Veiny placement dcabols and plumbs ess.confirm STRUCTURAL STEEL WELDING REQUIREMENTS IN ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI) type and sue of Hammel recall inumlxr a sows per - 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT soot of penetration Menu.requred penaira0orrs a >; DIRECTOR'S RULE 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER thieve design capaclry record up and butelevations SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. s Andd document any r..eaa�spe to foundabon cial semen; AS REQUIRED BY SECTION 104.5 OF THE IBC. Ire - - 3. DRIVEN PILES SHALL RE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN Inspabons In accordance WIN SMbon _-°; ALTERNATES: 6 For concrete elements and concrete-Nkkt elements ACCORDANCE WITH ESR4121. perform tests and additional specs)inspe:hals m 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST accordance won Section..too_ in 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. 7 For specialty elements perform additional lspechons LLJ PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL as derem.nee by tie registered desgn p1106508al In - - H COST TO OWNER. 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE responsmle charge CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) O 0 JOBSITE SAFETY: COATINGS(AC228). J 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, < AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. D TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM H HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. U NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF ce PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR4121. (- SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM ' Ln PERSON. REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). J II THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL ce () COMPONENT OF THE ASSEMBLY. LLI 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE Z MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). Ur