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EAST W. M.
<br />\1vt 1 / 4 0 F S F 1 /4, '.z-.-�.ECTION 18, TOWN":-�HIP 29 NORTH, RAINIGE 5 E
<br />STRUCTURAL NOTES GENERAL SHORING NOTES
<br />(THESE NOTES ARE TYPICAL UNLESS NOT ED OR DETAILED OTHERWISE ON DRAWINGS) (THESE NOTES ARE TYPeCAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAwCNGS).
<br />CODE UTiUl7y LOCATION/EMSTHMG CONDIT ION'S
<br />ALL MATERIALS, WORKNIANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORN"I TO THE DRAWINGS, THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY
<br />SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (0--), 2018 EDITION. SPECIFICATIONS AND STANDARDS FIELD SURVEY OR OBTAOINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE
<br />WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LAT EST EDITION. ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY
<br />VERIFY THE ACCURACY OF ALL UTMT LOCATIONS SHON AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
<br />W
<br />DESIGN LOADS UTILITIES NOT SHOkNtNI HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CG
<br />ENG11',NEERING ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES
<br />REFER T 0 EARTH PRESSURE DIAGRAM. AND SITE FEATURES PRESENTED ON T14ESE DRAWINGS.
<br />STA7EMENT OF SPECIAL INSPECTIONS
<br />SPECIAL INSPECTIONS ARE REQUIRED AS INDICATED MN THE FOLLOWING TABLE. THE CONTRACTOR SHALL SU, BIVIII'A
<br />WR71FEN STATEMENT OF RESPONS01-nY To THE BWLDING OFROALAND OWNER PRIOR TO COMMENCEMENT OF
<br />WORK IN ACCORDANCE VJff[H SECTION 1704.4 OF THE IBC.
<br />t
<br />FREQUENCY ANID DIST RIBUTIONNOF REPORTS - INSPECTION REPORTS SHALL. BE PROVIDED FOR EACH DAY ON SITE BY
<br />SPECAL INSPECTOR. STRUCTURAL OBSERVATION REPORTS SHALL BE PROVIDED AFTER EACH OBSERVATION. REPORTS
<br />SHALL BE DISTRIBUTED TO THE CONTRACTOR, ARCHITECT, ENGINEER AND BUILDING OFFICIAL.
<br />SPECIAL INSPECTION
<br />OPERATION, COLT PERIODIC N REMARKS
<br />SOILS
<br />SOLDIER PILE INSTALLATION x GEOTECH ENGINEER
<br />SOLDIER PILE MONITORING X GEOTECH ENGINEER
<br />----
<br />NOTE:
<br />TLITTEMS MARKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 2C CHAPTER 17. SPECIAL
<br />'INSPECTION SHALL BE PERFORMED BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE OWNER. THE
<br />I
<br />ARCHITECT, STRUM URAL ENGINEER, AND BUILDING OFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL
<br />'RESULTS. ANY INSPECTION FAILING TO MEET THE PROJECT SPECIFICATIONS SHALL BE IMMEDIATELY BROUGHT
<br />TO THE ATTENTION OF THE DESIGN TEAM.
<br />SHOP DRAWINGS
<br />SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL
<br />ENGINEER FOR REVIEW PRIOR TO FABRICATION:
<br />1. CONCRETE MIX DESIGN
<br />2. STRUCTURAL STEEL
<br />SHOP DRAWINGS SHALL W BE REVIEED, REVISED AS REQUIRED FOR FIELD CONDITIONS, AND DATE STAMPED BY THE
<br />CONTRACTOR PRIOR TO REVIEW BY THE ENGINEER. CONTRACTOR SHALL PROVIDE (3) SETS OF SHOP DRAWINGS FOR
<br />ENGINEER'S REVIEW. ALLOW TWO WEEKS FOR SHOP DRAWING APPROVAL BY ENGINEER.
<br />ENGINEER'S SHOP DRAWING REVIEW IS FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT AND, CONTRACT
<br />DOCUMENTS. MARKINGS OR COMMENTS SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM
<br />COMPLIANCE Wffs.n. THE PROJECT PLANS AND SPEC! FICA -IONS. THE CONTRACTOR REMAINS RESPONSIBLE FOR
<br />DETAILS AND ACCURACY, FOR CONFORMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, FOR
<br />SELECTING FABRICATION PROCESSES, FOR TECHNIQUES OF ASSEMBLY, AND FOR PERFORMING THE WORK IN A SAFE
<br />MANNER.
<br />ENGINEER'S SHOP DRAWING REVIEW OF STRUCTURAL COMPONENTS DESIGNED BY OTHERS IS FOR LOADS IMPOSED
<br />ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE AND ALL
<br />CONN=CTIS
<br />TEE BASIC STRUCTURE. SHOP DRAWINGS SHALL INDICATE MAGNITUDE AND DIRECTION OF THE
<br />LOADS IMPOSED ON THE BASIC STRUCTURE AND SHALL BE STAMPED & SIGNED BY A PROFESSIONAL ENGINEER
<br />REGISTERED W THE SAME STATE AS THE PROJECT.
<br />FABRICATION SHALL BEGIN ONLY AFTER SHOP DRAWINGS BEARING THE STAMP AND SIGNATURE OF THE PROJECT
<br />ARCHITECT, ENGINEER OF RECORD, AND CONTRACTOR HAVE BEEN RECEIVED.
<br />STRUCTURAL STEEL
<br />STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE RISC
<br />"SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST
<br />EDITION.
<br />WIDE FLANGE SHAPES SHALL CONFORM TO ASTIVI A992, Fy = 50 KSL
<br />PLATES, ANGLES, CHANNELS, AND RODS SHALL CONFORM TO ASTM A36, Fy 36 KSI.
<br />STRUCTURAL TUBING SHALL CONFORM TO ASTM A500 GRADE B, Fy = 46 KSL
<br />STEEL PIPE SHALL CONFORM TOASTKA A53 GRADE 6, Fy = 35 KSL
<br />BOLTS CONNECTING STEEL IVIEN4BERS SHALL CONFORM TO ASTIVI A325-N. BOLTS SHALL BE 3/4"0 IWNINIUIVI, UNO
<br />ANCHOR BOLTS SHALL CONFORM TO ASTNI A307.
<br />CONTRACTOR SHALL PROVOE CONNECTION ADJUSTMENT TOLERANCES TO SATISFY THE REQUIREMENTS OF AiSC
<br />MANUAL Or STEEL CONSTRUCTION.
<br />UNLESS SPECIFIED AS STAINLESS STEEL, ALL STEEL M EM BERS, SHAPES, BOLTS, AND ACCESSORIES EXPOSED TO
<br />WEATHER SHALL BE HOT DIP GALVANIZED.
<br />WELDING
<br />WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE", LATEST EDITION. ALL WELDING SHALL BE
<br />DONE WITH 70 KSI LOW HYDROGEN ELECTRODES. WHERE NOT CALLED OUT, NUMMUM FILLET WELD SIZE SHALL BE
<br />PER TABLE 5.8 IN AWS D1.1, LATEST EDITION.
<br />WELDING OF REINFORCING BARS SHALL NOT BE PERMnTED UNLESS SPECIFICALLY CALLED OUTON[)RAWINGS OR
<br />APPROVED BY STRUCTURAL ENGINEER. WELDING OF GRADE 60 REINFORCING BARS SHALL BE PERFORMED USING
<br />LOW HYDROGEN ELECTRODES. VNELDING OF GRADE 40 REINFORCItNG BARS SHALL BE PERFORMED USING E7G-XX
<br />ELECTRODES. SEE REINFORCING NOTES FOR MATECRIAL REQWREMENTS OF WELDED BARS. WELDING WITHIN 4" OF
<br />COLD BENDS IN REINFORCING BARS IS NOT PERMITTED.
<br />ALL WELMNG SHALL BE DONE BY WASHINGTON ASSOCIATION OF BUILDING OFFIOALS (WABO) CERTIFIED WELDERS.
<br />EXISTING BUILDING
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING
<br />DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE
<br />REDESIGN.
<br />CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS
<br />PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE- ARCH.
<br />STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTON WITH ARCH7ECTURAL, CIVIL, ELECTRICAL, AND
<br />NIECHAMCAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CON TRACTORSHALL VERtF-Y ALL DIMENSIONS AND
<br />CONDITIONS FOR COMPAT0LM'! BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGH7 To THE
<br />ATTENTION OF THE ARCHITECT BEFORE PROCEEDING.
<br />CONTRACTOR TO SEE ARCHITECTURAL, CIVIL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION
<br />OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL
<br />PERMANENT SUPPORT AND STIFFENING ARE INSTALLED.
<br />CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL
<br />ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAVViNGS
<br />ONLY WILL NOT SATISFY THIS REQUIREMENT.
<br />DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT
<br />SPECIFICALLY INDICATED BUT ARE OF A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF
<br />CONSTRUCTION ON SHALL BE USED, SUBJECT TO REVIEW` AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
<br />ENGINEER.
<br />CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE
<br />UNDERGROUND U TUT�ES LOCiukTION SERVICE (1-800-424-5555)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION,
<br />CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STAR`[HN�G WORK
<br />AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES.
<br />IF THE ACTUAL FIELD VERIFIED LOCATION OF UTILITIES COULD RESULT IN A CONFLIC T WITH THE SHORING, THE
<br />ENGINEER SHALL BE NOTIFIED I'MHVIEDIATELY.
<br />PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT OVERHEAD OBSTRUCTIONS, INCLUDING ELECTRICAL
<br />LINES, DO NOT INTERFERE WITH USE OF THE CONTRACTOR'S DRILLING EQUIPMENT.
<br />COORDINAT E AND ARRANGE FOR ALL UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED
<br />OWNERS AND APPROPRIATE UTILITY COMPANIES. INTERRUPTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY
<br />WITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES AND WITH A MINIMUM 48 HOURS
<br />ADVANCE NOTICE.
<br />EXISTING UTIL IIUNES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT
<br />CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY OWNER'S REPRESENTATIVE PRIOR TO BACKRLUNG.
<br />EROSION AND SEDNNFiENITATION CONTROL
<br />ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE
<br />PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
<br />THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF STREETS WILL
<br />NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
<br />REFER TO CIVIL DRAWINGS FOR ADDITIONAL EROSION CONTROL INFORMATION
<br />TEMPORARY SHORING
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN TEMPORARY SHORING AND
<br />BRACING IN ADDITION O SHORING SHOWN ON THESE PLANS AS NECESSARY TO PROTECT WORKERS, EmSTING
<br />BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED HVIPROVE[viENT S AN D
<br />EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CON TRACTOR SHALL ALSO BE RESPOI'62LE
<br />FOR REMOVAL OF ANY TEMPORARY SHORING AND BRACING, AS REQUIRED.
<br />FOUNDATIONS, SOLDIER PILES
<br />SOILS REPORT: REPORT NO: JN 21464
<br />PREPARED BY: GEOTECH CONSULTANTS
<br />DATED: DECEMBER 30, 2021
<br />SOLDIER PILE DESIGN PARAMETERS:
<br />LATERAL EARTH PRESSURES: REFER TO EARTH PRESSURE DIAGRAM
<br />BACKFILL BEHIND ALL RETAINING WALLS WITH WELL -DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE
<br />DRAINAGE. PROVIDE DAMPPROORNG AT EXTERIOR FACE OF ALL FOUNDATION WALLS EXPOSED TO EARTH PER
<br />ARCHI TECTURAL SPECIFICATIONS.
<br />EXCAVATIONS AND DRAINAGE INSTALLATION SHALL BE OBSERVED BY A SOILS ENGINEER RETAINED BY THE OWNER.
<br />IF EXCAVATICN SHCANS SOIL CONDiT0NS TO BE OTHER THAN THOSE ASSUMED ABOVE, NOTIFY THE STRUCTURAL
<br />ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
<br />CONCRETEIGROUT
<br />ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 OF THE INTERNATIONAL BUILDING
<br />CODE. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAY STANDARD CYLINDER TESTS, UNLESS APPROVED
<br />OTHERWISE GROUT STRENGTHS SHALL BE VERIFIED BY2-INCH CUBE TESTS PER ASTM C109.
<br />CONCRETE MIX DESIGNS SHALL CONFORM TO THE UNIFORM BUILDING CODE. COMPRESSIVE STRENGTH AT 28 DAYS
<br />SHALL BE AS FOLLOWS:
<br />SOLDIER PILE CONCRETE
<br />ABOVE GRADE: LEAN CONCRETE f'c = 500 PSI
<br />BELOW GRADE: LEAN CONCRETE fc = 2500 PSI
<br />PILE CORROSION PROTECT ION
<br />PILES SHALL BE PAINTED TO PROTECT AGAINST CORROSION. BEFORE APPLYING PAINT PILES SHALL BE CLEAN AND
<br />FREE OF RUST OR DEBRIS. PAINTING SHALL CONSIST OF AN ORGANIC ZINC PRIMER COAT NOT LESS THAN 2.5 WLS
<br />DRY FILM THICKNESS. TOP COAT SHALL CONSIST OF AN EPDXY PAINT NOT LESS THAN 3.0 MILS DRY FILM THICKNESS.
<br />PILES SHALL BE PAINTED TO 2`4' BELOW GRADE MINIMUM.
<br />ANY SCUFF MARKS OR SCRATCHES THAT OCCUR DURING CONSTRUCTION SHALL BE REPAIRED WITH A FIELD
<br />APPLIED EPDXY PAINT.
<br />T I rvA 3 E R LAGGING, I SA lAd N L U%ml S E R
<br />SAWN LUMBER SHALL CONFORM TO GRADING AND DRESSING RULES, WEST COAST LUMBER INSPECTION BUREAU
<br />(ViiCUB), LATEST EDITION. LUMBER SHALL BE THE GRADE LISTED BELOW:
<br />ALL LAGGING SHALL BE TREATED WITH ACZA WOOD PRESERVATIVE TREAT REATMENT WITH THE LEVELS LISTED BELOW.
<br />ANY LAG&NG FIELD CUT SHALL HAVE ACZA TREATMENT FIELD APPLIED TO THE CUT END.
<br />PROCEDURE ,ICONSTRUCTION SECIUENICINC-:
<br />Pl,`ZECONSTRUCTION MEETWG
<br />CONTRACTOR SHALL CALL THE ENGINEERING INSPECTION LINE TO SET UP A PRECONSTRUCTQN MEETING
<br />PRIOR TO ANY SITE WORK.
<br />TWIBER LAGGING SHALL SE INSTALLED AT SHORING WALLS. VOIDS BETWEEN LAGGING AND SOIL SHALL BE
<br />BACKF[LLED IMMEDIATELY AFTER LIAGONG INSTALLATION. DRAINAGE SEHIND THE WALL MUST BE
<br />MAINTAINED. IT E THE CONTRACTOR'S RESPONSIBILITY TO LIMIT THE AMOUNT OF EXPOSED SOIL W7HOUT
<br />LAGONG TO AVOID LOSS OF SOIL. NO MORE THAN 4 FEET OF EXCAVATION SHALL BE EXPOSED BEFORE
<br />INSTALLING LAGGING.
<br />EXCAVATIONS SHALL NOT REMAIN UNLAGGED OVERNIGHT.
<br />ABBREVIATIONS
<br />(A) I
<br />ABOVE
<br />i
<br />GLB
<br />GLUE -LAMINATED BEAM
<br />AB
<br />ANCHOR BOLT
<br />HORNHORIZONTAL
<br />ALT
<br />ALTERNATE
<br />ICI
<br />KING POST
<br />ARCH
<br />(B)
<br />BD
<br />A CMTECT
<br />BELOW I
<br />BAR DIAMETER
<br />KSI
<br />KIPS PER SQUARE INCH
<br />L
<br />ANGLE
<br />IVIECH
<br />MECHANICAL
<br />BLKG
<br />BLOCKING
<br />MF 1
<br />MOMENT FRAME
<br />BM
<br />BOT
<br />BEAM
<br />BOTTOM
<br />lVfTL
<br />NS
<br />METAL
<br />NEAR SIDE
<br />—__.
<br />BRIG
<br />BEARING
<br />OC
<br />---
<br />ON CLINER
<br />BTWN 1
<br />Cip
<br />BETWEEN
<br />COMPLETE JOINT PENETRATION
<br />Opp
<br />OPPOSITE
<br />PL
<br />PLATE
<br />CLR 'CLEAR
<br />PLCS
<br />PLACES
<br />Cmu
<br />COL
<br />CONCRETE MASONRY UNIT
<br />COLUMN
<br />PSI
<br />PSF i
<br />POUNDS PER SQUARE INCH
<br />POUNDS PER SQUARE FOOT
<br />CONC
<br />CONN
<br />I CONCRETE
<br />P/T
<br />POST TENSIONED
<br />I CONNECTION
<br />PT
<br />PRESSURE TREATED
<br />CONT
<br />COORD
<br />CONTINUOUS
<br />COORDINATE
<br />REINF
<br />REINFORCING
<br />REQ`D
<br />REQUIRED
<br />DBL
<br />DET
<br />DOUBLE
<br />DETAIL
<br />SCHED
<br />SCHEDULE
<br />S I N11
<br />iSIMILAR
<br />DIA
<br />DIAMETER
<br />i
<br />SOG
<br />iSLAB ON GRADE
<br />DIM
<br />DIMENSION
<br />1 Sl D
<br />STANDARD
<br />DIR
<br />DIRECTION
<br />STIFF
<br />ST IFFENER
<br />E A
<br />ELEV
<br />EACH
<br />ELEVATION
<br />ST L
<br />ISTEEL
<br />SYMPA
<br />SYMMETRICAL
<br />ES
<br />R-
<br />-X
<br />L
<br />EACH SIDE
<br />TOC
<br />- T--O-S-
<br />TOP OF CONCRETE
<br />TOP OF STEEL
<br />EXISTING
<br />EXP
<br />FLR
<br />EXPANSION
<br />FLOOR
<br />TOW
<br />TOP OF WALL
<br />FDN
<br />FTG
<br />FS
<br />GC
<br />FOUNDATION
<br />TYP
<br />TYPICAL
<br />FOOT&NG
<br />fr- A R L, E
<br />UNO
<br />UNLESS NOTED OTHERWISE
<br />L
<br />VERTICAL
<br />GENERAL CONTRACTOR
<br />I WF
<br />WIDE FLANGE
<br />ULTIMATE PASSIVE,
<br />PRESSURE = 275 PC
<br />THE SMALLER OF E
<br />PILE DIA OR PILE S1,
<br />INCLUDE 1.5 FAC
<br />EARTH
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<br />R VVE D F 0 R P EEEIR Miil T
<br />ENGING
<br />250 4-TH AVE. S., SUITE' -2-00
<br />MiONDS, WASHINGTON 98020
<br />PHONE (425) 778-8500
<br />FAkX (425) 778-5536
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<br />ESIGN:
<br />D RAW N: jop a
<br />CHECK: DMT
<br />JOB NO: 2204-3.10
<br />DATE: 03/03/22
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