|
GENERAL STRUCTURAL NOTES ABBREVIATIONS 'R_1 �R7,
<br /> �¢aStr R.,,*er
<br /> DESIGN CRITERIA HELICAL PILES 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT AB ANCHOR BOLT FTG FOOTING -
<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 " •44'' -
<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 .@y L%",,''
<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 HDG 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 3T 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 Ui
<br /> 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 o I Z
<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 lF-
<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. B/W BOTTOM OF WALL NO NUMBER Zia
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. CANT CANTILEVEROC ON CENTER W a
<br /> CI CONTROL JOINT Z
<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 i
<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) CLG. CEILING PSI POUNDS PER SQUARE INCH I w
<br /> CD CEILING JOIST W
<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 Z t7
<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 ANDIOR THE 2015 SEATTLE BUILDING CODE(SBC).THE MAXIMUM TEST LOAD SHALL BE RAF RAFTER O 11 Q w
<br /> CMU CONCRETE MASONRY UNIT
<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 TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. COL COLUMN REF REFERENCE J 1
<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 SPECIAL INSPECTIONS SCHEDULE CONN CONNECTION REQD REQUIRED
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. CONST CONSTRUCTION SF SQUARE FOOT
<br /> 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
<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 2015 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN CTR CENTER SPF SPRUCE PINE FIR
<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 T. DET DETAIL STD STANDARD
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. TABLE 13 DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2O15AND 2012 IBC SECTION 1705.9 MUST BE REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION DFL DOUGLAS FIR LARCH 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 T/C TOP OF CONCRETE • -
<br /> RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: PEFJOLNC SPECIAL IBC DI DOUBLE JOIST
<br /> SHALL APPLY. TYPECONTINUOUS
<br /> INSPECTION Sypyop' REFERENCE DIA DIAMETER T/P TOP OF PLATE
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER T/S TOP OF STEEL ',.I.-. ,_
<br /> 1.inspect reinforcement,mcmmmg'resit Song AO 318 Ci 20.252
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS tendons,any verity mamma - - 25.3 2661-z653 1908.a DN DOWN 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, z.Reinforcing bar qw of:airtm`Ing DS DOWN SPOUT
<br /> a.verdy oars TF TOP FLUSH
<br /> BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS other than ASTM A 706, - - AWS 01A EACH
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED b� tyny�e-p�s9rw�s man Apy1a ze5a EA
<br /> EACH FACE TJ TRIPLE JOIST
<br /> REPORT AND THE CONSTRUCTION DOCUMENTS T/BM TOP OF BEAM
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. -f':and - ET EXPANSION JOINT -
<br /> D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND lo
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS c.a6pedanotbernea - - ELEV ELEVATION T/SLAB TOP OF SLAB
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS 3ti6pectaniors cast In concrete. - - Ap g1a.1Ta2
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE - EN EDGE NAILING(PANEL) TP TOP PLATE
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN. E. ANTICIPATED AND ACTUAL PILING DEPTH ctmroers°nspect anchors ansraed hardened EQ EQUAL TYP TYPICAL
<br /> • F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION, ESQ EACHA SIDE UNO UNLESS NOTED OTHERWISE
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, a or upoardy orientations to resist - - AC1318:17.824
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT sustained tension wads. BY 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.Mechanical anchors and adhesive anchors - - FB FLUSH BEAM UWA UNDER WALL ABOVE
<br /> BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. not yenned m 4.a
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. 5.venry use of required AC/318:err 19. 1904.1.19342 i FIN FINISH VERT VERTICAL __
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY 3,001J PSF 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER 6 prmorecormcrete - - 26.4.3.26a4 190a.2.1906.3 FL FLOOR VIF VERIFY IN FIELD
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND placement.sllm"` ` ASTMC 172
<br /> tor tests. AST74C31 1908.10 FLUNG FLASHING W/ WITH 1005 HARBOR VIEW
<br /> INSTALL ADDITIONAL PILES AS REQUIRED. content test,and determine me temperature a ACI 318:26.4.526.12
<br /> the concrete -FND FOUNDATION WC WESTERN CEDAR
<br /> 7.Inspect concrete and shotcrete p cementfor 19G3b,1908.T. LN EVERETT
<br /> Aq 318'26.d5
<br /> CONCRETE ANCHORS HELICAL PILE PROOF TESTING Prone,appxabontecbaques. - - 190e.8 FP FIREPLACE WP WATERPROOF
<br /> Bmperaure and techniqu of es.
<br /> curing - - ACI 318:2667-2E49 1908.9 F7 FOOT WWF WELDED WIRE FABRIC WA 98203
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILT!,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) temperature prestressed 05 a co -- ---
<br /> 9-Inspect presoe902d 086101e t ":�:^: �":
<br /> INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE a Appecanon of prestressing forces:and - - - AC/318-.26.9.21 --_---_-- ------- "
<br /> OUTLINED IN ASTM D1143 ANDIOR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD b.Grouting of bonded pestre54Nq tendons_ - - ACI 318:26923 S210409-3XR
<br /> STRUCTURAL AND MISC.STEEL to.1.venrxterecyonmpestrenmcreeemenmersi - - ACI318:Ch.26_8 -
<br /> SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. 11.verity m-secti ororeoe cast con pwrto strere,
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE of tendons wpos«er6ro8ed concrete and - - Ad 318 26102 -
<br /> pwrtr a of shores and forms WW1 `-JT.. - --
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". CONCENTRIC DRIVEN PILES beans and stnuctura'Nabs.
<br /> 2. MATERIALS: 12.Inspect formonc for shape.loc�onad - - - - -- --
<br /> 1. °CONCENTRIC OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 0mensias debit concrete member berg AC/318:26.10.1(b) -M RT
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED 2015 INTERNATIONAL BUILDING CODE(IBC). formed. -
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) 2. IT IS RECOGNIZED THAT THE SEATTLE BUILDING CODE(SBC)REQUIRES 8 INCH MINIMUM DIAMETER PIPE TABLE 17057
<br /> REQUIRED SPECIAL MISPECTIQNS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS - ----E-06/27/2021
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING REQUIREMENTS IN --- - -
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI)DIRECTOR'S RULE TfPE CONmarous SPECIAL tHSFECnoel PERIWIG SPECIAL INSPECTION SC;,
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER AS REQUIRED BY 1_vent/eiement mate-Lats.saes am coy the requirements. X
<br /> SECTION 104.5 OF THE SBC. 2 Determine oapacmes of test a and conduct x -
<br /> addWmal bad fist.as required
<br /> STRUCTURAL STEEL WELDING 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN 3-Inspect driving Operations and maintain complete and X - -
<br /> accurate records for each element_
<br /> 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT ACCORDANCE WITH ESR-4121. 4.veroypacememwcations and plumoness.confirm
<br /> SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. type and Nee or hammer.record number or bfors per foot of p.,,,Aateu dete
<br /> rmine calms to x -
<br /> 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE achieve design capacity.record tip and butt`L..4tione
<br /> and document any damage to foundation eram8.
<br /> ALTERNATES:
<br /> CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) 5.For steel elements,perform am'Amw special - -
<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST COATINGS AC228. inspections m accordance aim Section 17052.
<br /> ( ) 6 For C0rKrefi Ltuut.n,and Concrete-Plied eetml6.
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, perform tests and additional spacial inspections in - -
<br /> accordance sem Section 1765 3. Ti')COST TO OWNER.
<br /> BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. 7.Far spectayelemems.perform admwnal inspections LI.1
<br /> 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. as op000 deaf M the r design prpfisaanai m 0
<br /> JOBSITE SAFETY: respxmswle`lope.
<br /> 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED.
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN - Z
<br /> 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR --I
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR-0121.
<br /> 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM • TY
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL H
<br /> REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2).
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL U
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, p
<br /> COMPONENT OF THE ASSEMBLY. CITY Q F EVER -T
<br /> •SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE L. A F
<br /> • PERSON. MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). REVIEWED P E M T Ti.)
<br /> FORDC (I)
<br /> Z
<br /> v. LV �
<br /> C 4L
<br />
|