1213 HOYT AVE 2023 Plans 2025-07-01

GENERAL STRUCTURAL NOTES ABBREVIATIONS DESIGN CRITERIA HELICAL PILES 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT AB ANCHOR BOLT FTG FOOTING - t�' , : CODE:2018 IRC/IBC&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 4JNm. • 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 GLULAM 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 HOG 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 HE 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 AC358 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 BOT 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/-1 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 .- 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, 8/W BOTTOM OF WALL D NO NUMBER L 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 OC ON CENTER I-" W R Cl CONTROL JOINT IT 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 K 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 F. Lc CEILING JOIST z 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 CLR CLEAR PT PRESSURE TREATED Z 1-1-1Z 0 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 0 Q w 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 DES IGN 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 8E CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BEFULLY CONNECTION REQD REQUIRED SPECIAL INSPECTIONS SCHEDULE ` FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES, PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. \ CONSTCONN 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 CIµ 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 TIC. DET DETAIL STD STANDARD _,>.,-.04 ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION, OF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2O15 AND 2012 IBC SECTION 1705.9 MUST BE TABLE 1705.3 DFL DOUGLAS FIR LARCH 10, SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. REQUIRED SPECIAL IN SPEC norJs AND TESTS OF CONCRETE CONSTRUCTION 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: con SPECIAL PERIODIC SPECIAL REFERENCED IBC DJ DOUBLE JOIST SHALL APPLY, TYPE T/P TOP OF PLATE A. PRODUCT MANUFACTURER INSPECTION INSPECTION STANDARD° REFERENCE DIA DIAMETER 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES 1 Inspect reinforcement,Including prestressing ACI 318 Ch 20.252, 19084 DN DOWN T/S TOP OF STEEL B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS tendons.and ven _ T/W TOP OF WALL OR THE STRUCTURAL DRAWINGS. ry placement - - 253 265.1-2653 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, 2 Reinforcing bar welding- DS DOWN SPOUT a genii/wel°abEty of reinforcing bars EA EACH TF TOP FLUSH 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 other than A 706. - - AYES D1.4 T] TRIPLE JOIST REPORT AND THE CONSTRUCTION DOCUMENTS b Inspect single-pass inlet welds maurnm ACI3182654 OF EACH FACE IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. -I -aka - 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 El EXPANSION JOINT - THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS c.Inspect all oae - -r welds ELEV ELEVATION T/SLABTOP OF SLAB GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 3 inspect anchors cast in c°ra%ete - - A0318 1782 - EDGE NAILING(PANEL) TP TOP PLATE E. ANTICIPATED AND ACTUAL PILING DEPTH 41nspect anchors post-untied m haroenea "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION concrete members EQ EQUAL TYP TYPICAL 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE a Adhesive anchors installed In Iralmntary ES EACH SIDE AND 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, upwardlysusta n on loads Ixata revs -1°rev - - AG 318.17.824 - 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 b Mechanical anchors and adhesive anchors - - FB FLUSH BEAM UWA UNDER WALL ABOVE BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. nol defined In 4 a INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. 5 veiny use or required design me ACI 318 Ch.19. 19041.1904.2. FIN FINISH VERT VERTICAL 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER - - 264a.264 4 19082.1908.3 TA. MINIMUM ASSUMED SOIL BEARING CAPACITY...............3,000 PSF FL FLOOR 6 Poor to concrete placement fabricate specimens VIF VERIFY IN FIELD SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND p ASTM C 172 %5trengm tests.perform stump and air ASTM C31 190810 FLUNG FLASHING W WITH 1213 HOYT AVE INSTALL ADDITIONAL PILES AS REQUIRED. lent lens and detemare Ike temperature of A0 318 264 5,2612 / Me concrete END FOUNDATION 7 Inspect tonttele and snotcrete placement for 1908.6.19087 WC WESTERN CEDAR EVERETT ACI 318.26.4.5 HELICAL PILE PROOF TESTING proper application techniques - - 1908.8 FP FIREPLACE WP WATERPROOF e verify maintenance or specified curing WA 98201 _ - A0 FT FOOT W 318.26472649 19089 WF WELDED WIRE FABRIC THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) temperature and techniques CONCRETE ANCHORS PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE 9 I aped kapretIon of prestressing concrete 9 - - - 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL Appkatlon aprevresslrg faces and - AG 318.26921 OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD b Grmang°foamed prestressing tendons - AC1318.26.92 3 . S221012-3X R INSPECTIONS REQUIRED, 10 inspect ereclan of precast concrete members - - ACI 318:Cn 268 - SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. '11 Verity m-Stu concrete sbe gm.Rue,to stressing STRUCTURAL AND MISC.STEEL 71 or to o re 10 p or shoresadd forms arm _ pn«m,lnlnpastare5encfoms trap - A031826102 - JT PROOF TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARD D 1143-81.GEOTECHNICAL SPECIAL beans am stmctur41 slabs I. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE 12 Inspect formwork for shape.location 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 dimensions sans°ruse concrete member being - - AOl 318 26101(0) - 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 12/02/2022 WF BEAMS-ASTM A572-50(Fy=50,000 PSI) CONCENTRIC DRIVEN PILES TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 1 v *non cusps With HSS ROUND COLUMNS-ASTM A500 Sr.B(Fy=42,000 PS]) ens ellroino materials `aid nts x - HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) 1. 'CONCENTRIC OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE the 2 Detem4 a apacities onest.,k,,t,m And conduct ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) 2018 INTERNATIONAL BUILDING CODE(IBC). Adellbrul road tests as required x - • 2. IT IS RECOGNIZED THAT THE INTERNATIONAL BUILDING CODE(IBC)REQUIRES B INCH MINIMUM DIAMETER 3 Inspect drmig operations and maintain compere arm x - accurate records for each element PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING 4 Verity placement locations and plant ess.confirm STRUCTURAL STEEL WELDING 1. CONFORM TO THE AWS CODES Dl.l AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT I type and sine or hammer.record nancer a brans per REQUIREMENTS IN ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONSSDC - ( ) fool of penebalan.detemmne requiredpenebab0m to X DIRECTOR'S RULE 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER actaeve desgn capacity record by and butt elevators SPECIFIED ARE TO BE 1/4°CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. ara document any damage to lourmabon element. AS REQUIRED BY SECTION 104.5 OF THE BC. s For steel elements perform ad0mmMt special 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN nl5patbr151n accordance with Secaon 1 - - ALTERNATES: 6 For concrete etements and concrete-IReld elements ACCORDANCE WITH ESR-4121. perform tests and ctNonal specie,mSpeitlan In - - 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST accordance with Section 1.__r; 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR 4121. 7 For specially elements No ............") ments.penm additional mspecb005 CO PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL as detenrared by the registered design praesswnal In - - L 1 COST TO OWNER. 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE responsible charge 0I- CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) JOBSITE SAFETY: COATINGS(AC228). z 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, _I Q 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. Ce TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. 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 D PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, INCLINATION OFT DEGREE FROM VERTICAL PER SECTION 5.7 OF E5R4121. I- 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 If) PERSON. REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). Q .--( THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL Ce (I) COMPONENT OF THE ASSEMBLY. LU 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE z LU MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). U