|
2 old
<br /> GENERAL STRUCTURAL NOTES ABBREVIATIONS •R'TN,{TF.
<br /> . 4, !.:t,%Fr.
<br /> It DESIGN CRITERIA HELICAL PILES CONCENTRIC DRIVEN PILES �P
<br /> AB ANCHOR BOLT FTG FOOTING �
<br /> CODE:20181BCIIRC B AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY 1. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE 2018 INTERNATIONAL 1. 'CONCENTRIC'OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE ABV ABOVE GA GAUGE ;
<br /> ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). - 2018 INTERNATIONAL BUILDING CODE(IBC). S•ONALE��.• -
<br /> AFF ABOVE FINISH FLOOR GALV GALVANIZED
<br /> FLOORS 2. HELICAL PILES SHALL BE DESIGNED AND MANUFACTURED BY IDEAL MANUFACTURING,INC.,AND SHALL BE 2. IT IS RECOGNIZED THAT THE INTERNATIONAL BUILDING CODE(IBC)REQUIRES 8 INCH MINIMUM DIAMETER ALT ALTERNATE Go GLULAM BEAM
<br /> RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING ALUM ALUMINUM GR GRADE
<br /> BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE WITH ESR-3750. REQUIREMENTS ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER AS APPROX APPROXIMATE GYP GYPSUM WALL BOARD
<br /> 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE REQUIRED BY SECTION 104.5 OF THE IBC. AYC ALASKAN YELLOW CEDAR HOG HOT-DIPPED GALVANIZED
<br /> GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) .. 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN BB BOX BEAM HDR HEADER
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). ACCORDANCE WITH ESR-4121. BF BOTTOM FLUSH HF 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 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. 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 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE BLKG BLOCKING HT HEIGHT
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BM BEAM IN INCH
<br /> DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. COATINGS(AC228). 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. 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, BP BOTTOM PLATE MAX MAXIMUM I'I
<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 BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. BEG BEARING - MIN MINIMUM [Li
<br /> PROCEEDING WITH ANY WORK SO INVOLVED. INCLINATION OF+/-1 DEGREE FROM VERTICAL PER SECTION 42.1 OF ESR-3750. 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. BTWN BETWEEN MISC MISCELLANEOUS 0 .- 6
<br /> BSMT BASEMENT H w
<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 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. NB NON-BEARING
<br /> 8/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 • 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF NO NUMBER L� Z D
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR-4121. � CANTILEVER OC ON CENTER f_W
<br /> ar
<br /> SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM CI CONTROLJOINT PSF POUNDS PER SQUARE FOOT. CEILING /R
<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 REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CUCLG CEILING JOIST PSI POUNDS PER SQUARE INCH V I W la
<br /> DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL PT PRESSURE TREATEDCIA Zz [7
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. COMPONENT OF THE ASSEMBLY. CMU CONCRETE MASONRY UNIT RAF RAFTER O��i a 6
<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 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE COL COLUMN REF REFERENCEj
<br /> DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). 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 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT CONN CONNECTION READ REQUIRED
<br /> FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. 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 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR INSTALLATION OF THE 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, STABIL-LOC FOUNDATION PIERING SYSTEM.A GEOTECHNICAL SPECIAL INSPECTOR MUST VERIFY AND - 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 RECORD THE FOLLOWING: DET DETAIL STD STANDARD
<br /> ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. A.VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS 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 2D15 AND 2018 IBC SECTION 1705.9 MUST BE B. TYPES,CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL PIER DEL 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 SEGMENT AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR4121 AND THE CONSTRUCTION DIM DIMENSION T/C TOP OF CONCRETE
<br /> SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: DOCUMENTS. DI DOUBLE JOIST TIP TOP OF PLATE
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES A. PRODUCT MANUFACTURER C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH DIA DIAMETER
<br /> DN DOWN T/S TOP OF STEEL F IISI C::S
<br /> OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS D. TIP ELEVATIONS,THE INSTALLATION PRESSURE AND FINAL DEPTH OF THE DRIVEN FOUNDATION 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, SYSTEM DS DOWN SPOUT 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 E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS EA EACH T] TRIPLE JOIST
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. REPORT AND THE CONSTRUCTION DOCUMENTS F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THIS EF EACH FACE
<br /> EI EXPANSION]DINT 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 EVALUATION REPORT. T/SLABTOP OF SLAB
<br /> THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER ELEV ELEVATION
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE EN EDGE NAILING(PANEL) TP TOP PLATE
<br /> E. ANTICIPATED AND ACTUAL PILING DEPTH SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND TYP TYPICAL
<br /> "INTERNATIONAL BUILDING CODE"([BC),AND STANDARDS REFERENCED THEREIN. F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION INSTALL ADDITIONAL PILES AS REQUIRED. EQ EQUAL
<br /> 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE ES EACH SIDE UNO UNLESS NOTED OTHERWISE
<br /> G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET,
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT 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 DRIVEN PILE PROOF TESTING FB FLUSH BEAM UWA UNDER WALL ABOVE
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) FIN FINISH VERT VERTICAL 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE FL FLOOR VIF VERIFY IN FIELD '_-TIFC.--':PILE
<br /> SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD FLSHG FLASHING W/ WITH 1032 W Marine View Dr
<br /> - INSTALL ADDITIONAL PILES AS REQUIRED. SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. FND FOUNDATION WC WESTERN CEDAR
<br /> Everett,WA 98201
<br /> FP FIREPLACE WP WATERPROOF
<br /> CONCRETE ANCHORS HELICAL PILE PROOF TESTING
<br /> FT FOOT WWF WELDED WIRE FABRIC
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE(3) P-• _ _.,
<br /> INSPECTIONS REQUIRED. PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE
<br /> OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S221028-2XR
<br /> STRUCTURAL AND MISC.STEEL SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD.
<br /> 1, REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE SPECIAL INSPECTIONS SCHEDULE DID-WI I H' PAM
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". .
<br /> 2. MATERIALS: SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED MARKED WITH A'".ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN W. -"c-{-.a:'-`-M RT
<br /> WF BEAMS-ASTM A572-50(Fy=50,000 PSI) TABLE 1706.7 S`" r.,TF 1210912022
<br /> REQUIRED SPECIAL IN SPECTONS AND TESTS OF CONCRETE CONSTRUCTION
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) (ABLE Z REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS
<br /> EST
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) S1.A E
<br /> CONTINUOUS PERIODIC SPECIAL REFERENCED IRO TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) _ TYPE SPECIAL INSPECTION REFERENCE I verily element nuterdes.saes and lengths campy Min X -
<br /> INSPECTION NDARO the regrlrernents. •
<br /> 1.respell reEIor[ement.Including prestressing ACt 313 Ch.20.252. 19N a 2.Delennne capacities of test elements and[ended X -
<br /> STRUCTURAL STEEL WELDING tendons.and verifywacement - - 25.3.20.5.1-26.5.3 adamant load tests.as required
<br /> 1. CONFORM TO THE AWS CODES D1,1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT - MS DI d A verily placement locarons and pmni0hress.co..
<br /> Reinforcing 3.MspeaareAng operations and mamlan compete and X -
<br /> e
<br /> Verily b40 welding
<br /> of reinforcing bars urate remm5 far each element
<br /> ona lean ASTO A ZITS. - .
<br /> SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70-ELECTRODES. a Inspect single-pass Noel welds.mas rbm Aa 318 26.5 A type and ace of hammer,record number RI NDW.per
<br /> s -.and - IPA ill penetration.detemm�e required penelfalons to X -
<br /> ahteve design capacity.record 11p and Due elevations
<br /> ALTERNATES: c Inspect as deer welds - - and document any damage to foundalonewment
<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST 5,Inspect anchors cast el concrete. - - ACI318 1782 - 5 For Neel elements.performad0000et special - -
<br /> 4.Impect anchors post-installed in hardened eispechans n accordance Win Section 175,.,2
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL corrrrele members6.For Concrete elements and Concrete-r11ea Clemens
<br /> members° perform Ims and atdaronel special inspections n - -
<br /> COST TOOWNER. • a or uaaray maned anchors ororientitationls to to r°reresAl - - Ara 318.1782.1 _ dance wen 5ents.;�„ Ti')LLJ
<br /> sustained tension loads 7 Forset determined
<br /> by Me regtslered perforrn des!n ed prone slntrans - -
<br /> JOBSITE SAFETY: D.elecna opal anchors
<br /> chess and adnesne anchors - - e�tese, by regNterea design proressronal n H
<br /> nos 0
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 5 Venyuse of required d1tgn mot _ - ACI 31e:CII.ID. 1934.1.193d2. Z
<br /> 26.4.3.26.4.A 19082.1908.3
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR 6.Pro,to concrete placementmencaespecimens" ASTMC172 - -J
<br /> TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM >or„slre°gtnlesls.petnnrso°mpa°d er - A,2645 1908.10 Q
<br /> lent tes6.and determine the temperature ol ACI318:M45.2612
<br /> Me concrete
<br /> cc
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL r n rer`and
<br /> ;� ale wacemem for AC 31S 26 a s 10697,
<br /> - -v atbn [ g H
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR Evenly maintenance or specifiedcomg - Aa s18:26.4.Ts6e9 908g U
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, Nmpaaure prestrnd essed
<br /> ee
<br /> 9 Insp.e r ore slit concrete Or
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY-ANY a Apwcaa0n of prestressing tones.a. - - AC1318 269.2.1 _,j cc
<br /> PERSON. Inspect GmWn001nwMm westrzcretemmq embe. - - ALI 31e Ch 26..8 - ( ( f ` S�' I./I
<br /> 10 erecllancetecasngth.[tememders ACI318;Ch 26.8 �`/ OF L4
<br /> RE
<br /> Ii Veiny onssU c9Mrensione gin.[Mr to slres5ing
<br /> e tendons in stpou-la01265 concrete and - ACI318:26.I0.2 - (� NETT
<br /> (`�Y L♦� f5\ 1� G
<br /> prior to remora of shores and!onus from - V ,T`�7 J j✓1 FCR (i
<br /> Oeams and saU[tUnd spas
<br /> 12 inspect larrneox la shape.b[a6On and
<br /> dmensons of the concrete member-being - - AC1318261011e1 - .member-being
<br /> formed. Z
<br /> La LLJ
<br /> U
<br />
|