1920 GRAND AVE 2019-06-03 - Laserfiche WebLink

STRUCTURAL NOTES GENERAL SHORING NOTES (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) ENGINEERING CODE FOUNDATIONS:SOLDIER PILES ANCHOR LOAD TEST 250 4TH AVE.S..SUITE 200 EDMONDS.WASHINGTON 88020 ALL MATERIALS,WORKMANSHIP,DESIGN,AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SOILS REPORT: REPORT NO: ES-6132 AT LEAST(1)ANCHOR SHALL BE PERFORMANCE TESTED TO 200%OF THE DESIGN LOAD.ANCHORS TO BE TESTED y0\\ ■ NOTE: PHONE(425)778-850D SPECIFICATIONS,AND THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION.SPECIFICATIONS AND STANDARDS PREPARED BY: EARTH SOLUTIONS NW SHALL BE SELECTED BY THE GEOTECHNICAL ENGINEER.ADDITIONAL ANCHOR TESTS MAY BE REQUIRED AT THE <\ ,' REDUCE ACTIVE LAGGING FAX(425)778-5536 WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DATED: MAY 25,2018 REQUEST OF THE GEOTECHNICAL SPECIAL INSPECTOR.CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF 9\ - PRESSUREBV DESIGN LOADS WHALERS IF REQUIRED TO LIMIT PILE DEFLECTION DURING TESTING.THE PERFORMANCE TEST SHALL BE OAI\MI PASSIVE EARTH PRESSURE: 175 PCF COMPLETED BY INCREMENTALLY LOADING THE GROUND ANCHOR IN ACCORDANCE WITH THE FOLLOWING TABLE. ANCHORP PER 4.5 V 25%(PERMANENT) REFER TO PRESSURE DIAGRAM EARTH PRESSURE: 35 PCF o SEISMIC: 4H ANCHOR LOADING ANCHOR UNLOADING lal Mil _ STATEMENT OF SPECIAL INSPECTIONS FOOTINGS SHALL BEAR ON FIRM UNDISTURBED EARTH OR 12"OF COMPACTED STRUCTURAL FILL AS REQUIRED AND LOAD HOLD TIME LOAD HOLD TIME r H AT LEAST 18"BELOW ADJACENT EXTERIOR GRADE.ANY FOOTING ELEVATIONS SHOWN IN THE DRAWINGS ■� EXIST GRADE c SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED IN THE FOLLOWING TABLE.THE CONTRACTOR SHALL SUBMIT A ALIGNMENT LOAD 1 MINUTE 150%DESIGN LOAD UNTIL STABLE WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND OWNER PRIOR TO COMMENCEMENT OF REPRESENT MINIMUM DEPTHS AND ARE FOR BIDDING ONLY.ACTUAL FOOTING ELEVATIONS SUBJECT TO SITE any— WORK IN ACCORDANCE WITH CHAPTER 1704.40E THE IBC. CONDITIONS AND MUST THEREFORE BE ESTABLISHED BY THE CONTRACTOR.FOOTINGS SHALL BE CENTERED BELOW 50%DESIGN LOAD 5 MINUTES 100%DESIGN LOAD UNTIL STABLE 4H PSF SEISMIC COLUMNS OR WALLS ABOVE,UNLESS NOTED OTHERWISE. SURCHARGE 60° IL. 100%DESIGN LOAD 5 MINUTES SO%DESIGN LOAD UNTIL STABLE FREQUENCY AND DISTRIBUTION OF REPORTS-INSPECTION REPORTS SHALL BE PROVIDED FOR EACH DAY ON SITE BY (PERMANENT) I_" BACKFILL BEHIND ALL RETAINING WALLS WITH WELL-DRAINING,STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION.REPORTS GRANULAR FILL AND PROVIDE FOR SUBSURFACE 150%DESIGN LOAD 5 MINUTES ALIGNMENT LOAD UNTIL STABLE 175 PCF PASSIVE SHALL BE DISTRIBUTED TO THE CONTRACTOR,ARCHITECT,ENGINEER AND BUILDING OFFICIAL. DRAINAGE.PROVIDE DAMPPROOFING AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER 200%DESIGN LOAD 60 MINUTES 35 PCF ACTIVE NM PRESSURE ACTING ARCHITECTURAL SPECIFICATIONS. PRESSURE ON 2.5 x PILE DIA SPECIAL INSPECTION Milk �y`S M. Ti, EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER. THE ALIGNMENT LOAD(AL)SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING APPARATUS& g'atX IF EXCAVATION SHOWS SOIL CONDITIONS TO BE OTHER THAN THOSE ASSUMED ABOVE,NOTIFY THE STRUCTURAL SHOULD NOT EXCEED 5%OF THE DESIGN LOAD.DIAL GAUGES SHOULD BE SET TO ZERO AFTER THE ALIGNMENTInk 9" ��N�, JS OPERATION CONT PERIODIC REMARKS e~ ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. LOAD HAS BEEN APPLIED. SOILSMIIIIIIIL �.FJN UTILITY LOCATION/EXISTING CONDITIONS A CREEP TEST SHALL BE PERFORMED DURING THE 200%DL HOLD TIME.ANCHOR MOVEMENT DURING THE CREEP ., ,{� WHEN THE SHORING X GEOTECH ENGINEER TEST SHALL BE MEASURED&RECORDED AT 1,2,3,5,6,30,20,30,40,50&60 MINUTES OF ELAPSED TIME FROM PROVIDED BY EARTH SOLUTIONS NW -' j THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BYREPORT ES .tC EXCAVATION&FILL X GEOTECH ENGINEER FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE 0E CONSIDERED APPROXIMATE LOAD INCREMENT WAS APPLIED. -6132 DATED MAY 25,2018 ' 8p SOLDIER PILE INSTALLATION X GEOTECH ENGINEER ONLY AND NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY ANCHOR PROOF TEST ,\/aimtrs�' VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER 68/x/E ANCHOR INSTALLATION X GEOTECH ENGINEER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN.CU ALL OTHER ANCHORS SHALL BE PROOF TESTED TO 130%OF THE DESIGN LOAD BY INCREMENTALLY LOADING THE O SHORING EARTH PRESSURE DIAGRAM (1 TIEBACK) ANCHOR TESTING X GEOTECH ENGINEER ENGINEERING ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES ANCHORS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE.AT LOAD INCREMENTS OTHER THAN THE MAXIMUM AND SITE FEATURES PRESENTED ON THESE DRAWINGS. TEST LOAD THE LOAD SHALL BE HELD LONG ENOUGH TO OBTAIN A STABLE READING. SCALE: NTS CONCRETE CONCRETE TEST SPECIMENS X CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE ANCHOR LOADING UNDERGROUND UTILITIES LOCATION SERVICE(1-800-424-5555)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. LOAD HOLD TIME SHOP&FIELD WELDING SINGLE PASS FILLET WELDS 55/18W X CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK 50%DESIGN LOAD UNTIL STABLE AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 100%DESIGN LOAD UNTIL STABLE FILLET WELDS>5/16" X PARTIAL&COMPLETE PENETRATION X IF THE ACTUAL FIELD VERIFIED LOCATION OF UTILITIES COULD RESULT INA CONFLICT WITH THE SHORING,THE 130%DESIGN LOAD 30 MINUTES ENGINEER SHALL BE NOTIFIED IMMEDIATELY. OTHER WELDING X THE ALIGNMENT LOAD(AL)SHOULD BE THE MINIMUM LOAD REQUIRED TO ALIGN THE TESTING APPARATUS& PRIOR TO CONSTRUCTION,CONTRACTOR SHALL VERIFY THAT OVERHEAD OBSTRUCTIONS,INCLUDING ELECTRICAL SHOULD NOT EXCEED 5%OF THE DESIGN LOAD.DIAL GAUGES SHOULD BE SETTO ZERO AFTER THE ALIGNMENT NOTE: LINES,DO NOT INTERFERE WITH USE OF THE CONTRACTOR'S DRILLING EQUIPMENT. LOAD HAS BEEN APPLIED. ALL ITEMS MARKED WITH AN"X"SHALL BE INSPECTED IN ACCORDANCE WITH IBC CHAPTER 17.SPECIAL Z INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER.THE COORDINATE AND ARRANGE FOR ALL UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED THE MAXIMUM TEST LOAD SHALL BE HELD PER THE SCHEDULE.THE LOAD HOLD PERIOD SHALL START AS SOON AS 0 0:1 ARCHITECT,STRUCTURAL ENGINEER,AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL OWNERS AND APPROPRIATE UTILITY COMPANIES.INTERRUPTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY THE MAXIMUM TEST LOAD IS APPLIED&THE ANCHOR MOVEMENT SHALL BE RECORDED AT 1,2,3,5,6,&10 F" RESULTS.ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT WITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES AND WITH A MINIMUM 48 HOURS MINUTES.IF THE TOTAL ANCHOR MOVEMENT EXCEEDS 0.04 INCHES,THE MAXIMUM TEST LOAD SHALL BE HELD D.W TO THE ATTENTION OF THE DESIGN TEAM. ADVANCE NOTICE. FOR AN ADDITIONAL 50 MINUTES&ANCHOR MOVEMENT SHALL BE RECORDED AT 20,30,50&60 MINUTES.IF - L- U ANCHOR FAILS IN CREEP,RETESTING WILL NOT BE ALLOWED. cc SHOP DRAWINGS EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT . IA CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. ACCEPTABLE ANCHOR TESTS CI o_ SHOPDRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL EROSION AND SEDIMENTATION CONTROL A LOAD TESTED OR PROOF TESTED ANCHOR WITH A IO MINUTE HOLD CREEP TEST IS CONSIDERED ACCEPTABLE ENGINEER FOR REVIEW PRIOR TO FABRICATION: WHEN:THE ANCHOR CARRIES THE MAXIMUM TEST LOAD WITH LESS THAN 0.04"OF MOVEMENT BETWEEN THE 1 .4-1 1.SOLDER PILES ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABIUZED BY OTHER ACCEPTABLE METHODS FOR THE &10 MINUTE READINGS. F p PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. Q FT 2.GROUTED ANCHORS A LOAD TEST OR PROOF TESTED ANCHOR WITH A 60 MINUTE HOLD CREEP TESTIS CONSIDERED ACCEPTABLE ID W THE CONTRACTOR SHALL KEEP OFF-SITE STREETS CLEAN AT ALL TIMES BY SWEEPING.WASHING OF STREETS WILL 0 SHOP DRAWINGS SHALL BE REVIEWED,REVISED AS REQUIRED FOR FIELD CONDITIONS,AND DATE STAMPED BY THE WHEN:THE ANCHOR CARRIES THE MAXIMUM TEST LOAD WITH LESS THAN 0.08"OF MOVEMENT PER LOG CYCLE NOT BE ALLOWED WITHOUT PRIOR APPROVAL OF THE TIME&THE CREEP RATE IS LINEAR OR DECREASING. y CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER.CONTRACTOR SHALL PROVIDE(3)SETS OF SHOP DRAWINGS FOR ENGINEER'S REVIEW.ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER. ¢ REFER TO CIVIL DRAWINGS FOR ADDITIONAL EROSION CONTROL INFORMATION. IN ADDITION TO THE ABOVE,A TESTED ANCHOR SHALL NOT EXPERIENCE A PULLOUT FAILURE AT THE MAXIMUM m ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND CONTRACT TEMPORARY SHORING - TEST LOAD.A PULLOUT FAILURE IS DEFINED AS THE LOAD AT WHICH ATTEMPTS TO INCREASE THE TEST LOAD DOCUMENTS.MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM RESULT IN CONTINUED PULLOUT MOVEMENT OF THE TEST ANCHOR. DESIGN: SDT COMPLIANCE WITH THE PROJECT PLANS AND SPECIFICATIONS.THE CONTRACTOR REMAINS RESPONSIBLE FOR CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN TEMPORARY SHORING AND ' DETAILS AND ACCURACY,FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS,FOR BRACING IN ADDITION TO SHORING SHOWN ON THESE PLANS AS NECESSARY TO PROTECT WORKERS,EXISTING ANCHORS THAT HAVE CREEP RATES GREATER THAN SPECIFIED CAN BE INCORPORATED IN THE FINISHED WORK AT A DRAWN: ATD SELECTING FABRICATION PROCESSES,FOR TECHNIQUES OF ASSEMBLY,AND FOR PERFORMING THE WORK IN A SAFE BUILDINGS,STREETS,WALKWAYS,UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND LOAD EQUAL TO 1/2 OF THE FAILURE LOAD.THE FAILURE LOAD IS THE MAXIMUM LOAD CARRIED BY THE ANCHOR MANNER. EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS.CONTRACTOR SHALL ALSO BE RESPONSIBLE AFTER THE LOAD HAS BEEN ALLOWED TO STABILIZE FOR IO MINUTES. CHECK: DMT ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED FOR REMOVAL OFANY TEMPORARY SHORING AND BRACING,AS REQUIRED. IF AN ANCHOR FAILS,THE CONTRACTOR SHALL BE RESPONSIBLE TO MODIFY THE DESIGN AND/OR THE JOB NO: 18085.10 ON THE BASIC STRUCTURE.THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL CONCRETE/GROUT INSTALLATION METHODS USED IN CONSTRUCTION.ANY MODIFICATIONS BY THE CONTRACTOR THAT REQUIRE DATE: 08/30/18 CONNECTIONS TO THE BASIC STRUCTURE.SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE CHANGES TO THE STRUCTURE SHALL HAVE PRIOR APPROVAL PER THE ENGINEER. , LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED&SIGNED BY A PROFESSIONAL ENGINEER ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE INTERNATIONAL BUILDING REGISTERED IN THE SAME STATE AS THE PROJECT. CODE.CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAY STANDARD CYLINDER TESTS,UNLESS APPROVED PILE CORROSION PROTECTION OTHERWISE.GROUT STRENGTHS SHALL BE VERIFIED BY 2-INCH CUBE TESTS PER ASTM C109. FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT PILES SHALL BE PAINTED TO PROTECT AGAINST CORROSION.BEFORE APPLYING PAINT PILES SHALL BE CLEAN AND ARCHITECT,ENGINEER OF RECORD,AND CONTRACTOR HAVE BEEN RECEIVED. CONCRETE MIX DESIGNS SHALL CONFORM TO THE UNIFORM BUILDING CODE.COMPRESSIVE STRENGTH AT 28 DAYS FREE OF HOST OR DEBRIS.PAINTING SHALL CONSIST OF AN ORGANIC ZINC PRIMER COAT NOT LESS THAN 2.5 MILS SHALL BE AS FOLLOWS: - DRY FILM THICKNESS.TOP COAT SHALL CONSIST OF AN EPDXY PAINT NOT LESS THAN 3.0 MILS DRY FILM THICKNESS. STRUCTURAL STEEL PILES SHALL BE PAINTED TO 2'-0"BELOW GRADE MINIMUM. SOLDIER PILE CONCRETE STRUCTURAL STEEL DESIGN,FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE AISC ABOVE GRADE:LEAN CONCRETE Tc=500 PSI ANY SCUFF MARKS OR SCRATCHES THAT OCCUR DURING CONSTRUCTION SHALL BE REPAIRED WITH A FIELD "SPECIFICATION FOR THE DESIGN,FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS",LATEST BELOW GRADE:LEAN CONCRETE Pc=2500 PSI APPLIED EPDXY PAINT. EDITION. GROUTED ANCHOR TIMBER LAGGING/SAWN LUMBER SHAPES SHALL CONFORM TO ASTM A992,FY=50 KSI. GROUTED ANCHOR fc=3000 PSI MIN SAWN LUMBER SHALL CONFORM TO GRADING AND DRESSING RULES,WEST COAST LUMBER INSPECTION BUREAU PLATES SHALL CONFORM TO ASTM A36,FR=36 KSI. GROUTED ANCHORS (WCLIB),LATEST EDITION.LUMBER SHALL BE THE GRADE LISTED BELOW: V) BOLTS CONNECTING STEEL MEMBERS SHALL CONFORM TO ASTM A325-N.BOLTS SHALL BE 3/411 MINIMUM,UNO GROUTED ANCHORS SHALL BE MANUFACTURED BY DYWIDAG SYSTEMS INTERNATIONAL OR ENGINEER APPROVED ALL LAGGING SHALL RE TREATED WITH ACZA WOOD PRESERVATIVE TREATMENT WITH THE LEVELS LISTED BELOW. W ANCHOR BOLTS SHALL CONFORM TO ASTM A307. EQUAL ANCHORS SHALL BE FACTORY DOUBLE CORROSION PROTECTED.REFER TO ANCHOR SCHEDULE FOR ANY LAGGING FIELD CUT SHALL HAVE ACZA TREATMENT FIELD APPLIED TO THE CUT END. I--. GROUTED DIAMETER AND ANCHOR ROD DIAMETER. SIZE SPECIES GRADE Fb PSI 0 ALL EXTERIOR EXPOSED STEEL SHALL BE HOT-DIP GALVANIZED. (PSI) AC2A TREATMENT ANCHOR RODS SHALL CONFORM TO ASTM A722,fu=150 KSI WALL LAGGING 4012 HF p2 850 0.4 LBS/CU FTz CONTRACTOR SHALL PROVIDE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AISC MANUAL OF STEEL CONSTRUCTION. ALL ANCHORS SHALL BE LOCKED OFF PER THE ANCHOR SCHEDULE ANCHOR TESTING PROCEDURE/CONSTRUCTION SEQUENCING: 0 UNLESS SPECIFIED AS STAINLESS STEEL,ALL STEEL MEMBERS,SHAPES,BOLTS,AND ACCESSORIES EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED. PRECONSTRUCTION MEETING LAI EACH GROUND ANCHOR SHALL BE TESTED.THE MAXIMUM TEST LOAD SHALL NOT EXCEED THE MANUFACTURER WELDING - RECOMMENDED MAXIMUM LOAD.TENDON ANCHORS SHALL BE LOADED SIMULTANEOUSLY TO THE ENTIRE W z TENDON.STRESSING OF A SINGLE ELEMENT OF MULTI-ELEMENT TENDONS WILL NOT BE PERMITTED. CONTRACTOR SHALL CALL THE ENGINEERING INSPECTION LINE TO SET UP A PRECONSTRUCTION MEETING PRIOR TO ANY SITE WORK. WELDING SHALL CONFORM TO AWS"STRUCTURAL WELDING CODE",LATEST EDITION.ALL WELDING SHALL BE Z w N 0 Ct DONE WITH 70 KSI LOW HYDROGEN ELECTRODES.WHERE NOT CALLED OUT,MINIMUM FILLET WELD SIZE SHALL BE A DIAL GAUGE OR VERNIER SCALE CAPABLE OF MEASURING TO 0.001 INCHES SHALL BE USED TO MEASURE THE CONCRETE PLACEMENT W PER TABLE 5.8 IN AWS DI.I,LATEST EDITION. GROUND ANCHOR MOVEMENT.THE MOVEMENT MEASURING DEVICE SHALL HAVE A MINIMUM TRAVEL EQUAL TO Q Q VI) N THE THEORETICAL ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH AT THE MAXIMUM TEST LOAD PLUS CONCRETE SHALL NOT BE ALLOWED TO FREE-FALL TO THE BOTTOM OF THE DRILLED HOLE,BUT SHALL EITHER <�/ V/ ALL WELDING SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFICIALS(WABO)CERTIFIED WELDERS. INCH.THE DIAL GAUGE OR VERNIER SCALE SHALL BE SUPPORTED INDEPENDENT OF THE JACKING SYSTEM& BE TREMIED OR PUMPED INTO THE HOLE. RETAINED STRUCTURE&SHALL BE ALIGNED SO THAT ITS AXIS IS WITHIN 5'FROM THE AXIS OF THE GROUND W 0 Q L- I.. EXISTING BUILDING ANCHOR. . LAGGING C Z D J CONTRACTOR SHALL VERIFY ALL DIMENSIONS,MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING A HYDRAULIC JACK OR RAM SHALL BE USED TO APPLY THE TEST LOAD.THE JACK&PRESSURE GAUGE SHALL BE TIMBER LAGGING SHALL BE INSTALLED AT SHORING WALLS.VOIDS BETWEEN LAGGING AND SOIL SHALL BE Ct F—DEQ DEPICTED ED IN THE DRAWINGS,AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE CNAL1IBRTED 00 PSI ID BY AN NDEPELDENT TESTING DESTTETAM TRBOREL TOF RY ASACUNHUNIT. THE LL PRTESSE URE SS GAUGTS SHALL B GRGRADUATED BACKFILLED IMMEDIATELY AFTER LAGGING INSTALLATION.DRAINAGE BEHIND THE WALL MUST BE Z 0 (~" U Ce ELASTIC ELONGATION OF THE TOTAL ANCHOR LENGTH ATTHE MAXIMUM TEST LOAD PLUS I INCH.THE JACK SHALL LINGTOMAINTAINED AVOIDS LOSSHE OFSOIIL CONTRACTOR'S THANI4IFET OF EXCAIT VEAMOSHAL EXPOSED EXPOSED BEFORE (11 W L.1-I GENERALLAGGING TO LOSS SOIL.NO MORE THAN 4 FEET EXCAVATION SHALL BE EXPOSED BEFORE BE INDEPENDENTLY SUPPORTED&CENTERED OVER THE ANCHOR SO THAT THE ANCHOR DOES NOT CARRY THE N O Ct Ct z INSTALLING FAGGING. Li WEIGHT OF THE JACK. (I) (V > Hu STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,CIVIL,ELECTRICAL,AND EXCAVATIONS SHALL NOT REMAIN UNLAGGED OVERNIGHT. W '^ (,W RI MECHANICAL DRAWINGS FOR BIDDING AND CONSTRUCTION.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND V/ CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. SHEET: CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION.CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. S H 1.1 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION.WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER.