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<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS epTH
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<br /> DESIGN CRITERIA HELICAL PILES 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT AB ANCHOR BOLT FIG FOOTING W.
<br /> 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
<br /> 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 INAt '
<br /> 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
<br /> RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. RECORD THE FOLLOWING: ALUM ALUMINUM GR GRADE - _,
<br /> 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
<br /> 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
<br /> 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
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). DOCUMENTS. BF BOTTOM FLUSH HE HEM FIR
<br /> 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
<br /> 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
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. SYSTEM BM BEAM IN INCH
<br /> 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
<br /> 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
<br /> 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
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+/-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 - 6
<br /> 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 -) H N m
<br /> B/W BOTTOM OF WALL
<br /> 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. CANT CANTILEVER NO NUMBER In NO
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. OC ON CENTER
<br /> Cl CONTROL JOINT 2
<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE DRIVEN PILE PROOF TESTING PSF POUNDS PER SQUARE FOOT /
<br /> CLG. CEILING C� H w
<br /> 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 w
<br /> CU CEILING JOIST Z LLI z
<br /> 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
<br /> 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 0 -
<br /> 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
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONC CONCRETE REINF REINFORCEMENT
<br /> 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
<br /> SPECIAL- INSPECTIONS SCHEDULE
<br /> xFOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE F00TADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION, 13. ALL HELICAL PILE ASSEMBLY COMPONENTS MUST HAVE ADEQUATE STRENGTH TO DEVELOP THE TORQU CONT CONTINUOUS SIM SIMILAR
<br /> 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 1/�
<br /> 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". DET DETAIL STD STANDARD --'v0mn
<br /> ANY PORTION OF THE WORK, WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE `.
<br /> 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2015 AND 2012 IBC SECTION 1705.9 MUST BE TABLE 1705.3 DFL DOUGLAS FIR(ARCH
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION T/ TOP OF
<br /> 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 TIC TOP OF CONCRETE
<br /> CONTINUOUS REFERENCED DJ DOUBLE JOIST
<br /> SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: PERIODIC SPECIAL lee
<br /> TYPE SPECIAL T/P TOP OF PLATE
<br /> A. PRODUCT MANUFACTURER INSPECTION INSPECTION STANDARD REFERENCE DIA DIAMETER
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES1 Inspect reinforcement including presu Igoe a DN DOWN
<br /> essing Aa 318 Cn 20 252 T/S TOP OF STEEL
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS tendons.and veer placement - - 253 26 51-265 3
<br /> T/W TOP OF WALL
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, 2 Ra arced ear welding DS DOWN SPOUT
<br /> erifyneaabmry or reinforcing bars EACH TF TOP FLUSH
<br /> 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 OtherpWn ASTM A 706: - - AWS Di 0 EA TI TRIPLE JOIST
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS 0 InSpecl singe-pans met welds RI 1RRb AC131826.54 EF EACH FACE
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. -r -and - El EXPANSION JOINT T/BM TOP OF BEAM _
<br /> 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
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS c.Inspect an anerweas ELEV ELEVATION
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE 3 Inspect ant fors cast Inconcrete - - A0318 1782 - EN EDGE NAILING(PANEL) TP TOP PLATE
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH a Ispect anchors post-installed in hardened TYP TYPICAL
<br /> "INTERNATIONAL BUILDING CODE'(IBC),AND STANDARDS REFERENCED THEREIN. con,lore members EQ EQUAL
<br /> F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE a Adhesive anchors installed In norirontafiy ES EACH SIDE UNO UNLESS NOTED OTHERWISE
<br /> 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, Sus�Madd�n p 0 5 morons to resist - - Au 318.178z.4 - EW EACH WAY UPA UNDER POST ABOVE
<br /> 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.Mec hank ai ancnorrs and adhesive anchors - - FS FLUSH BEAM UWA UNDER WALL ABOVE
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. not defined in 4 a
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. 5 veiny use a required aesgn m, _ ACT 318 Cb 19, 19041.1904.2. FIN FINISH VERT VERTICAL
<br /> 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER - 264.3 2644 1906.2.1908.3 FL FLOOR VIF VERIFY IN FIELD
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY 3,000 PSF 6.Prior to concrete placement fabricate specimens ASTM C n2
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND lox strength tests perlumisiump and arc ASTM C31 190810 FLSHG FLASHING W/ WITH 1612 ROCKEFELLER
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. collide Ten m s and detexne the temperature of A0 318 26.4 5,2612
<br /> the concrete FND FOUNDATION WC WESTERN CEDAR
<br /> 7 Inspect concrete and state retie placement for 1908G.190a.7. AVE EVERETT
<br /> HELICAL PILE PROOF TESTING proper application tecnnques - Aa 318.26.4.5 lye s FP FIREPLACE WP WATERPROOF
<br /> a venry maintenance of specified curag - - Aa3113 264 7-26 49 '90e9 FT FOOT WA 98201
<br /> THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) temperature and lecnnques WWF WELDED WIRE FABRIC
<br /> CONCRETE ANCHORS 9 SNPecl pres"'ssed concrete tot
<br /> PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE a Appfica1an a prestressing forces and - - AC1318.26.821 -
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL OUTLINED IN ASTM D1143 AND/OR THE 20181NTERNAT KW BUILDING CODE(IBC).THE MAXIMUM TEST LOAD a Grouting of bolded prestressing tendons - - A0 318:269.2.3 - S220725-3XR
<br /> INSPECTIONS REQUIRED. 10 Inspect erection or precast concrete members - A0318 Ch.26.a
<br /> SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. 11 Vera),in-situ concrete strength prior to stressing
<br /> STRUCTURAL AND MISC.STEEL or tendons�n post snOresled forms ef and - _ Aa 318 26102 -
<br /> per 10 removal at snores and rome:fromJT
<br /> PROOF TESTING SHALL BE IN ACCORDANCE WITH ASTM STANDARD D 1143-81.GEOTECHNICAL SPECIAL Beane and structural slabs
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE 12 Inspect formwork for shape.location and
<br /> 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. memnsa a ns the concrete member being - - A0318 26101(D) -
<br /> n M RT
<br /> 2. MATERIALS: TABLE 1705.7
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED CONCENTRIC DRIVEN PILES REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS 09/22/2022
<br /> 1. 'CONCENTRIC OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE
<br /> WF BEAMS•ASTM A572-50(Fy=50,000 PSI) TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> 2018 INTERNATION BUILDING CODE(IBC). -
<br /> I Verify element materials.sizes and lengths comply with
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) _ r.
<br /> nts
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) 2. IT IS RECOGNIZED THAT THE INTERNATIONAL BUILDING CODE(IBC)REQUIRES B INCH MINIMUM DIAMETER the 2 celmane capacities of test elements and conduct -
<br /> ALL OTHER STEEL-ASTM A36(Fy36,000 PSI) PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING aenitlorw ado rests.as equred. x
<br /> REQUIREMENTS IN ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI) 31nspect driving operations and maintain complete and x -
<br /> aCcurate records ar each ellnlenl.
<br /> DIRECTOR'S RULE10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER 4 Verily placement bedrolls and plumbness.c0n10n
<br /> STRUCTURAL STEEL WELDING AS REQUIRED BY SECTION 104.5 OF THE BC. Mte and sire of hammer.record number or blows per 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT root or penetration determine required penetralons to x -
<br /> 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN achieve design capacM.record Op and butt eievaoom
<br /> SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. and 4atumenl any damage to fmmdabo0 element.
<br /> ACCORDANCE WITH ESR-4121. 5 For steel eie,nenls perform a:aro ma specrm - -
<br /> 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. _ inspections m d 00104 ae watt section ;:,.
<br /> ALTERNATES: 6 For concrete elements and concrete-roved elements.
<br /> 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE perform tests ono a80nanal swot inspections in1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST accordance wan Section,a05_ Li)
<br /> CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) 7 For specially elements perform add8nal uspeddns JJ
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL as determined by the regalered desgn proressanal in - -
<br /> I-
<br /> COST TO OWNER. COATINGS(AC228). nespalsa1e charge 0
<br /> 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, Z
<br /> JOBSITE SAFETY: BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. J
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. Q
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. cc
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF H
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR-4121. U
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 10. DRIVEN PILES SHALL RE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM D
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). H
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL Li)
<br /> PERSON. COMPONENT OF THE ASSEMBLY. Q "-i
<br /> 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE TC L/J
<br /> MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). LLI
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