5117 27TH AVE W 2022 Plans 2025-07-07

•'p tHUgF,•. 4-..s a. GENERAL STRUCTURAL NOTES ABBREVIATIONS ;tt �� DESIGN CRITERIA HELICAL PILES CONCENTRIC DRIVEN PILES AB ANCHOR BOLT FTG FOOTING �F, c CODEs. 2018 IBC/IRC&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 ROOF 25 PSF SNOW(GROUND) BUILDING CODE(IBC). 2018 INTERNATIONAL BUILDING CODE(IBC). AFF ABOVE FINISH FLOOR GALV GALVANIZED •''•9... :aNALi,.'' 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 GLB GLULAM BEAM •• RESIDENTIAL 40 PSF IN ACCORDANCE WITH ESR-3750. PIPE FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING ALUM ALUMINUM GR GRADE BALCONY/DECK 60 PSF 3. ALL MATERIAL PROPERTIES OF HELICAL PILE COMPONENTS SHALL BE IN ACCORDANCE WITH ESR-3750. REQUIREMENTS IN ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI) APPROX APPROXIMATE GYP GYPSUM WALL BOARD 4. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE DIRECTOR'S RULE 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED GENERAL CONDITIONS CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) AS REQUIRED BY SECTION 104.5 OF THE IBC. BB BOX BEAM HDR HEADER 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL COATINGS(AC228). 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN 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 ACCORDANCE WITH ESR-4121. 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 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121. BLKG BLOCKING HT HEIGHT STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY AC358 SECTION 3.9. 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE BM BEAM IN INCH DISCREPANCIES. 6. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BOT BOTTOM JT 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. COATINGS(AC228). 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 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, 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. BUILDING STRUCTURAL STEEL,OR ANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. BTWN BETWEEN MISC MISCELLANEOUS Q'0 • 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 7. THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS.THE INSTALLING UNIT.MONITOR AND RECORD TORQUE APPLIED DURINGBSMT BASEMENT NB NON-BEARING In THE INSTALLATION OF EACH PILE 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. B/W BOTTOM OF WALL , z w PRECEDENCE OVER THE'GENERAL NOTES'AND/OR"STANDARD DETAILS°. NO NUMBER L D 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE AT SPECIFIC DEPTHS. 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF r_ CANT CANTILEVER OC ON CENTER SAME AS FOR SIMILAR WORK. 10. HELICAL PILES SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESR-4121. Cl CONTROL JOINT z PSF POUNDS PER SQUARE FOOT /IS 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 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM CLG. CEILING V w CuCEILING JOIST • PSI POUNDS PER SQUARE INCH W z CIA CLEAR Z DRAWINGS. THAN TWO(2).THE MAXIMUM INSTALLATION TORQUE SHALL NOT EXCEED THE ALLOWABLE TORSIONAL REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). PT PRESSURE TREATED i 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY CAPACITY OF ANY INDIVIDUAL COMPONENT OF THE PILE ASSEMBLY. THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL RAF RAFTER O w 11.ALL BRACKETS AND HELICAL PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE COMPONENT OF THE ASSEMBLY. CMU CONCRETE MASONRY UNIT CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE COL COLUMN REF REFERENCE J DISTRESS TO THE STRUCTURE. THE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE CONC CONCRETE REINF REINFORCEMENT 12. REPAIR BRACKETS MUST BE CONCENTRICALLY LOADED AND THE BRACKET PLATE MUST BE FULLY MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE CONN CONNECTION READ REQUIRED ENGAGED WITH BOTTOM OF CONCRETE FOUNDATION. 12. THE PILE QUANTITY,LAYOUT.AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE CONST 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 WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. COST 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. 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR INSTALLATION OF THE 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 STABIL-LOC FOUNDATION PIERWG SYSTEM.A GEOTECHNICAL SPECIAL INSPECTOR MUST VERIFY AND DET DETAIL STD STANDARD ANY PORTION OF THE WORK. WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. RECORD THE FOLLOWING: DF DOUGLAS FIR(SOUTH) SIP SOUTHERN YELLOW PINE ''a` 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 15. CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH 2018 AND 2012 IBC SECTION 1705.9 MUST BE A. VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS 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 B. TYPES,CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL PIER DIM DIMENSION TIC TOP OF CONCRETE /' SHALL APPLY. RECORDED AND CONFIRMED BY THE SPECIAL INSPECTOR MUST INCLUDE THE FOLLOWING: SEGMENT AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR-4121 AND THE CONSTRUCTION DJ DOUBLE JOIST T/P TOP OF PLATE A. PRODUCT MANUFACTURER DOCUMENTS. DIA DIAMETER 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES T/S TOP OF STEEL 'C'11:";'.5 OR THE STRUCTURAL DRAWINGS. B. MANUFACTURER'S CERTIFICATION OF THE INSTALLERS C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH ON DOWN T/W TOP OF WALL FINAL DEPTH OF THE DRIVEN FOUNDATION .. -r. 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. C. PRODUCT TYPE AND CONFIGURATIONS FOR HELICAL PILE LEAD SHAFT SECTIONS,EXTENSIONS, D. TIP ELEVATIONS,THE INSTALLATION PRESSURE ANDOS DOWN SPOUT Tf TOP FLUSH • BRACKETS,BOLTS,THREADED RODS,NUTS,WASHERS,AND TORQUES AS SPECIFIED IN THIS SYSTEM EA EACH 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED Ti TRIPLE JOIST REPORT AND THE CONSTRUCTION DOCUMENTS E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS EF EACH FACE IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. D. INSTALLATION PROCEDURES FOR THE HELICAL PILE SHAFT,INSTALLATION EQUIPMENT USED,AND F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THIS El EXPANSION JOINT T/BM TOP OF BEAM - 14, ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS T/SLABTOP OF SLAB THE IDEAL FOUNDATION SYSTEMS INSTALLATION INSTRUCTIONS EVALUATION REPORT. ELEV ELEVATION GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE E. ANTICIPATED AND ACTUAL PILING DEPTH 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER EN EDGE NAILING(PANEL) TP TOP PLATE o 'INTERNATIONAL BUILDING CODE'(IBC),AND STANDARDS REFERENCED THEREIN. TYP TYPICAL 15. STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE F. REQUIRED TARGET INSTALLATION TORQUE OF PILES AND MINIMUM DEPTH OF INSTALLATION SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND EQ EQUAL G. INCLINATION AND POSITION OF PILES,TOP OF PILE EXTENSION IN FULL CONTACT WITH BRACKET, INSTALL ADDITIONAL PILES AS REQUIRED. ES EACH SIDE UNO UNLESS NOTED OTHERWISE THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT TIGHTNESS OF ALL BOLTS AND EVIDENCE THAT THE PILE FOUNDATION SYSTEMS ARE INSTALLED BW EACH WAY UPA UNDER POST ABOVE LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT BY AN APPROVED IDEAL FOUNDATION SYSTEMS INSTALLER. DRIVEN PILE PROOF TESTING FB FLUSH BEAM UWA UNDER WALL ABOVE INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FIN FINISH VERT VERTICAL 16. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF MINIMUM THREE(3) SPECIFIED DESIGNANSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE FL FLOOR VIF VERIFY IN FIELD INSTALL ADDITIONAL PILES AS REQUIRED. OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD FLSHG FLASHING W/ WITH 5117 27TH AVE W, SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. FND FOUNDATION WC WESTERN CEDAR EVERETT,WA 98203 HELICAL PILE PROOF TESTING FP FIREPLACE WP WATERPROOF CONCRETE ANCHORS THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OFA MINIMUM THREE(3) FT FOOT WWF WELDED WIRE FABRIC 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(1)MINIMUM)IN ACCORDANCE WITH THE PROCEDURE INSPECTIONS REQUIRED. OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD S211026-4XR SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD. SPECIAL INSPECTIONS SCHEDULE ._ FY STRUCTURAL AND MISC.STEEL 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE SPECIAL INSPECTIONS TABLES PER THE 2018 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN LATEST EDITION OF THE AISC'CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES MARKED WITH A'-'.ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. MRT 2. MATERIALS: BOLTS-ASTM A307,UNLESS OTHERWISE NOTEDTABLE 1705.3 WF BEAMS-ASTM A572-50(Fy=50,000 PSI) REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION 05/10/2022 HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) CONTINUOUS PERIODIC SPECIAL REFERENCED IBC HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) TYPE INSPECTION INSPECTION STANDARD' REFERENCE ALL OTHER STEEL-ASTM A36(Fy=36,000 PSI) 1.mspectrelntorcement,Including prestressing _ _ AG s1e Cn 20,25 2. t9ne d tendons.and nerdy placement 25.3.26.51-26.5.3 2.Remforehg bar Melding: STRUCTURAL STEEL WELDING a.verity reldabMy of reinlorarlg bars _ _ other Nan ASTM A 706. AWS 01.4 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT b Inspect shale-pass Met welds.manmom ACI 316'26.5.d SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. `r•and a inspect an alter welds. - - ALTERNATES: 3.Inspect anchors cast rn concrete. - - AC1318,17 e 2 - 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST 4dfKped anchors post-estaller,n hardened carcrele members PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL a Aanesrve anchors installed in horizontally U) orupwardty inclined orientations to Twat - - ACI 3113 17 8.2.4 - UJ COST TO OWNER. sustained tension roads. TABLE 1705.7 I- b hlechanCal anchors and adhesive anchors not define 4 a - - ]OBSTIE SAFETY: r. REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS I. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN 5.Venyuse orreq.,.resign mos - - ACI318:Ch 19. 1904.1,190.1 z 264 3.26.4 d 1908.2.19118.3 TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION 6 Pronto concrete placement fabricate specimens AST At C 173 1.Verily element teoler25,sties and lengths comply withX - AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR toestrength less.penm a slump and au - - ASASTMC31 190610 the reyueememsCe - TO MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM content lesis.and determine the temperature of Ara3t8.264E 26.12 2.Defer-ww_capacNes ottest elements and conduct _ Bre concrete. ad0diard load tests.as requred X D HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL 7 Inspect concrete and shotcrete placement for - - AC19t8:26.4 5 19D8.6 1908.7. 3 Inspect drmrg operator.and mamtaln complete and - I- properapWeakontechniques. 191W.6 xcllrme records blench erernem. X L) NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 6Verltymaddeoanceolspeubadcurwl - - A0316 26d.7.264.9 19DER d veriaterecnentmcechelempwmbness,confirm PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, Inspect prestrure essed concrete ypeand sizeot hammer.recomnumber olblwrsper - 9 Inspect prewressed concrete for Tool of penehalion dmemdne required penelrallons to X SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY a Applicator,or prestressing forces.and - - AC1 318 26 0 2.1 - achieve design capacity,recall lip and butt elevations f- b.Dr wend 01 bonded prestressing tendons. - - ACI 318.26 9.23 and donanent any damage to foundation element (./) PERSON. 10 Inspect erectiwt 01 precast concrete members. - - ACI 318'Ch 26 6 - 5.For steel elem.'s.perform additional special - - _I11.Verily In-cEO u0ncrele strength.pnor to stressing inspections in xtwdase lvilh Section 17(1.2. 1-1 lewd),ledns mpost4ensioned concrete and 6.FIX concrete elemens and concrete-tilled elements- - rQ�7 pnorto removal at shores and corms from - - ACI 316'26.102 - perform 1e51saot atldr3orol special inspections in "� tn beams alMsrn%axal slabs. x[w0ance anti Section ;..;- - - - LL1 12.Inspect torndok for shape.location and 7 Are spECialty Hen-tents,perform aannlonal Inspecllons .1i Z almwt51on5 oflhe ewlcrete member being - - A0316'26.101(b) - as determined by We registered design professional In - - _ LLI termed nespOnside charge- Ur