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ABBREVIATIONS ABBREVIATIONS
<br /> & AND I.D. INSIDE DIAMETER 00100- CODE REQUIREMENTS 00600- MATERIALS 00700- SOLDIER PILES
<br /> AT I.E. INVERT ELEVATION
<br /> ' FEET(FOOT) I.F. INSIDE FACE ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING LEAN MIX CONCRETE 1 1/2 SACK MIX(FULL DEPTH OF PILES) SOLDIER PILES ARE TO BE INSTALLED IN 36 INCH DIAMETER HOLES U.N.0 AND BACKFILLED
<br /> INCH(INCHES) IN. INCH(ES) CODE,AS AMENDED BY THE LOCAL JURISDICTION. WITH LEAN MIX CONCRETE,TYPICAL U.N.O. REFER TO SHORING ELEVATIONS. ALL HOLES
<br /> SHALL BE DRILLED IN AN ACCEPTABLE MANNER WITHOUT LOSS OF GROUND AND WITHOUT �
<br /> # POUND(S),NUMBER INFO. INFORMATION 00101- EASEMENTS ENDANGERING PREVIOUSLY INSTALLED PILES TO THE GEOTECHNICAL ENGINEERS .. U o
<br /> = EQUAL(S) INT. INTERIOR STRUCTURAL STEEL WF SECTIONS ASTM A992 Fy=50 KSI SATISFACTION 0//
<br /> ALL EASEMENTS, IF REQUIRED, SHALL BE THE RESPONSIBILITY OF THE OWNER. Zrn
<br /> PPLATE MATERIAL ASTM A36 Fy=36 KSI TEMPORARY CASING OR OTHER APPROVED METHODS SHALL BE USED AS REQUIRED FOR Z a)
<br /> A.B. ANCHOR BOLT JST. JOIST PILE INSTALLATION TO MINIMIZE GROUND LOSS SHOULD CAVING SOIL CONDITIONS BE
<br /> ABV. ABOVE JT. JOINT 00200- DESIGN LOADS AND CONSIDERATIONS WELDING ELECTRODES E70-XX WITH CHARPY V-NOTCH ENCOUNTERED. WHEN CASING HOLES ARE REQUIRED,THE CASING SHALL BE OF LL
<br /> ADD. ADDITIONAL DESIGN LOADS FOR THE SHORING SYSTEM ARE AS SPECIFIED IN THE GEOTECH REPORT; SUFFICIENT STRENGTH AND RIGIDITY TO WITHSTAND ALL INSTALLATION AND REMOVALSTRESSES,TO PREVENT DISTORTION CAUSED BY PLACING ADJACENT PILES AND TO L cco
<br /> co
<br /> ADJ. ADJACENT K KIPS(1000 LB.) PREPARED BY GEOTECH CONSULTANTS INC. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE PREVENT COLLAPSE DUE TO SOIL OR HYDROSTATIC PRESSURE. W W M g
<br /> ALUM. ALUMINUM REPORT#JN 19324 WITH AISC."STEEL CONSRTUCTION MANUAL AND THE SPECIFICATION FOR STRUCTURAL
<br /> ALT. ALTERNATE LAT. LATERAL DATED AUGUST 29, 2019. STEEL BUILDINGS",AISC 360 LATEST EDITION. W C ,,N
<br /> APPROX. APPROXIMATE(LY) LB. POUND(S)
<br /> AND GEOTECH REPORT; ALTERNATE PILE PLACEMENT AT LEAST 24 HOURS TO ALLOW CONCRETE TO HARDEN PRIOR C� N o
<br /> PREPARED BY ASSOCIATED EARTH SCIENCES , INC. TO DRILLING ADHACENT PILES. Z W E
<br /> ARCH. ARCHITECT(URAL) L.B. LAG BOLTS(S) REPORT#170649E002
<br /> ASSY. ASSEMBLY LG. LONG(ITUDINAL) DATED MAY 10, 2018 INSTALLATION TOLERANCES SHALL BE AS FOLLOWS; CO(75 E�a�
<br /> (� Loc., a�
<br /> LGTH. LENGTH THE SHORING SYSTEM IS PERMANENT.THE STEEL SOLDIER PILES AND THE TIEBACKS ARE PLAN DIRECTION 3 INCHES PARALLEL TO WALL v U Y
<br /> B.(BTM.) BOTTOM LGMF. LIGHT GAUGE METAL FRAMING THE PERMANENT RETAINING SYSTEM.
<br /> 1 INCH PERPENDICULAR TO WALL i z N
<br /> BEL. BELOW 111-1LONG LEG HORIZONTAL
<br /> BEN BOUNDARY EDGE NAILING LLV LONG LEG VERTICAL VERTICAL DIRECTION 1 1/2%OF TOTAL LENGTH, 3"MAXIMUM IN u„' (n 8 N
<br /> B.F. BRACED FRAME LSH LONG SLOTTED HOLE(S)
<br /> SEE DETAILS ON SS3 FOR SPECIFIC DESIGN LOADING DIAGRAMS(INCLUDING UPDATES). ELEVATION
<br /> BLDG. BUILDING L.W. LIGHT WEIGHT 00601- CORROSION PROTECTIONI SHOULD GROUNDWATER BE ENCOUNTERED DURING DRILLING FOR SOLDIER PILES,THE
<br /> BLK.(G.) BLOCK(LNG) CONTRACTOR SHALL BE PREPARED TO USE TEMPORARY CASING OR OTHER METHODS TOV
<br /> BLW. BELOW MAT. MATERIAL THE PILES FOR THIS PROJECT ARE PERMANENT.ADDITIONAL CORROSION PROTECTION IS KEEP THE SIDEWALLS OF THE HOLE OPEN WITHOUT SIGNIFICANT RAVELING OR CAVING.
<br /> BM. BEAM MAX. MAXIMUM 00300- UTILITIES AND ADJACENT PROPERTIES RECOMMENDED IF STEEL BECOMES EXPOSED. USE ZINC CLAD II ETHYL SILICATE INORGANIC
<br /> • ZINC-RICH COATING TO 5.0 MIL THICKNESS ON ALL SOLDIER PILES. COATING SHALL BE GEOTECHNICAL ENGINEER SHALL BE PRESENT DURING DRILLING OPERATION TO VERIFY
<br /> BMU BRICK MASONRY UNIT M.B. MACHINE BOLT STABILITY AND EROSION PROTECTION OF EXISTING&CUT SLOPES,AND THE COORDINATION APPLIED TO EACH PILE FOR THE FIRST TWO FEET BELOW GRADE. THAT THE CONTRACTORS DRILLING METHOD AND PROCEDURES ARE APPROPRIATE FOR
<br /> BN BOUNDARY NAILING MBM METAL BUILDING MANUFACTURER OF THE EXCAVATION, SHORING AND OTHER WORK WITH ALL UTILITIES AND ADJACENT THE GROUND CONDITONS.
<br /> BNDRY. BOUNDARY MECH. MECHANICAL PROPERTIES IS THE RESPONSIBILTY OF THE CONTRACTOR PRIOR TO DRILLING AND ��
<br /> B.O. BOTTOM OF M.E.J. MASONRY EXPANSION JOINT EXCAVATION. s. � k4./S7.0'
<br /> 4 j.0, °
<br /> B.O.E. BOTTOM OF EXCAVATION MEZZ. MEZZANINE 00602-WELDING ,. 4k' 4-4,,1- ,..,*� /`,�W
<br /> B.O.F. BOTTOM OF FOOTING MFR. MANUFACTURER LOCATE AND DISCONNECT ANY UNDERGROUND POWER, COMMUNICATION, GAS AND WATER a o
<br /> LINES PRIOR TO DRILLING&EXCAVATION. CONTRACTOR SHALL VERIFY OVERHEAD WELDING SHALL CONFORM TO AWS D1-04"STRUCTURAL WELDING CODE." WELDING • ► " x ¢
<br /> BRDG. BRIDGE,BRIDGING MIN. MINIMUM CLEARANCES PRIOR TO MOBILIZATION AND CONSTRUCTION. ELECTRODES SHALL BE E70XX. ALL WELDING SHALL BE PERFORMED BY WABO AND AWS o ii4 ,, �,.
<br /> BRG. BEARING MISC. MISCELLANEOUS CERTIFIED WELDERS. ALL COMPLETE PENETRATION WELDS(CP)SHALL BE ULTRASONIC _.
<br /> BTWN. BETWEEN MTL. METAL THE CONTRACTOR SHALL VERIFY THE EXACT ELEVATION, LOCATION AND SIZE OF ALL TESTED. ALL SINGLE PASS FILLET WELDS SHALL BE VISUALLY INSPECTED. MINIMUM WELD b� �b�s
<br /> UNDERGROUND UTILITIES OR STRUCTURES PRIOR TO SHORING INSTALLATION. TIEBBACKS SIZE IS 1/4"CONTINUOUS FILLET. `2
<br /> C CAMBER N.L.B. NON LOAD BEARING SHALL BE NO CLOSER THAN 3 FEET TO ANY UTILITY,UNLESS OTHERWISE SHOWN.
<br /> „ s�R
<br /> . NUMBER
<br /> AMB. CAMBER ED 0
<br /> C ) N CAMBER(ED)
<br /> CANT. CANTILEVER(ED) N.S. NEAR SIDE 00603- SUBMITTALS
<br /> CF CUBIC FOOT N.T.S. NOT TO SCALE 00301- DRAINAGE CONTROL SUBMITTALS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED FOR REVIEW AND0
<br /> N
<br /> C.I.P. CAST IN PLACE N.W.C. NORMAL WEIGHT CONCRETE THE CONTRACTOR SHALL TAKE MEASURES TO CONTROL ALL SURFACE WATER RUNOFF APPROVAL PRIOR TO FABRICATION AND INSTALLATION;
<br /> C.J. CONSTRUCTION JOINT FLOW AND FLOWS FROM EXISTING SUBSURFACE DRAINAGE FEARTURES INCLUDING G N
<br /> CL CENTER LINE O.C. ON CENTER PERCHED WATER. IN NO CASE SHALL THE CONTRACTOR ALLOW THE WALL SYSTEM TO BE 1. CONSTRUCTION SEQUENCE NARRATIVE&DESCRIPTION INCLUDING EQUIPMENT LIST o
<br /> CLG. CEILING O.D. OUTSIDE DIAMETER EXPOSED TO HYDROSTATIC PRESSURES OR ALLOW SURFACE WATER TO FLOW INTO THE AND KEY PERSONNEL.
<br /> CLR. CLEAR 0.F. OUTSIDE FACE EXCAVATION.
<br /> 2. LEAN CONCRETE MIX DESIGN
<br /> COL. COLUMN O.H. OPPOSITE HAND
<br /> 3. CERTIFIED STEEL MILL REPORTS
<br /> CONC. CONCRETE OPNG. OPENING
<br /> CONN. CONNECTION OPP. OPPOSITE A. 4. STRUCTURAL STEEL AND EMBEDDED ITEMS
<br /> CONST. CONSTRUCTION ORNT. ORIENTATION
<br /> CONT. CONTINUOUS OSB ORIENTED STRAND BOARD zU,
<br /> CTSK. COUNTERSINK O.W.J. OPEN WEB JOIST O Z
<br /> rn w 17,
<br /> w
<br /> CTR. CENTER(ED) 00604 - EXCAVATION LIJ> o
<br /> CY CUBIC YARD PAR. PARALLEL THE DISPOSAL SITE FOR EXCAVATION SPOILS,INCLUDING FACILITY NAME AND ADDRESS SHALL BE U 2
<br /> CMU CONCRETE MASONRY UNIT P/C PRECAST PROVIDED TO THE BUILDING DEPARTMENT SITE DEVELOPMENT INSPECTOR AT THE PRECONSTRUCTION w w
<br /> PEN PANEL EDGE NAIL ce
<br /> MEETING. w rn
<br /> d PENNY(NAILS) PERP. PERPENDICULAR
<br /> DB DROPPED BEAM PL. PLATE THE CONTRACTOR SHALL LIMIT THE OPEN FACE OF THE EXCAVATION TO 4 FEET VERTICAL,UNLESS c a
<br /> DBA DEFORMED BAR ANCHORS PL PROPERTY LINE OTHERWISE APPROVED BY THE GEOTECHNICAL ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE
<br /> FOR THE MEANS AND METHODS USED FOR TEMPORARY FACE STABILITY AND MEANS TO CONTROL U '-
<br /> DBL.
<br /> DBL. DOUBLE PLMBG. PLUMBING EXCESSIVE OVERBREAK,AS APPROVED BY THE GEOTECHNICAL ENGINEER. •
<br /> DCW DEMAND CRITICAL WELD PLYWD. PLYWOOD c
<br /> z
<br /> DEPT. DEPARTMENT PSF POUNDS PER SQUARE FOOT GROUNDWATER;
<br /> DET. DETAIL PSI POUNDS PER SQUARE INCH 00401- MONITORING AND QUALITY CONTROL THE GEOTECHNICAL REPORT INDICATES THAT THE GROUNDWATER TABLE IS LIKELY TO BE
<br /> DF DOUGLAS FIR P.T. PRESERVATIVE TREATED ENCOUNTERED ABOVE THE BOTTOM OF EXCAVATION ELEVATION-LOCAL PERCHED GROUNDWATER MAY
<br /> THE GEOTECHNICAL ENGINEER OF RECORD SHALL PROVIDE FULL TIME OBSERVATION BE ENCOOUNTERED.REFER TO TH GEOTECHNICAL REPORT. w 6'
<br /> DIA.I 0 DIAMETER PT POST TENSION(ED) ~ N
<br /> DIAG. DIAGONAL MONITORING OF THE EXCAVATION AND SOLDIER PILE INSTALLATION. INSTALLATION
<br /> INCLUDES DRILLING OF PILE AND PLACEMENT OF LEAN MIX AND STRUCTURAL GROUT. A F° C7 s p o
<br /> DIAPH. DIAPHRAGM QTY. QUANTITY COMPLETE AND ACCURATE RECORD SHALL BE KEPT OF ALL PILE DEPTHS, QUANTITIES OF co 0 =
<br /> DIM. DIMENSION LEAN MIX AND STRUCTURAL GROUT PER PILE AND ANY UNUSUAL CONDITIONS... J
<br /> DN. DOWN R.(RAD.) RADIUS cc
<br /> cc
<br /> D.O. DITTO(REPEAT) RE:(REF.) REFERENCE A QUALIFIED TESTING AGENCY SHALL PERFORM WELDING INSPECTIONS AND STRUCTRAL
<br /> � W U � Y a
<br /> DP. DEEP REINF. REINFORCEMENT GROUT SAMPLING AND TESTING.
<br /> D.S. DRAG STRUT REQ. REQUIRED CONSTRUCTION MONITORING:
<br /> DWG. DRAWINGS) R.F. RIGID FRAME THE GENERAL CONTRACTORS SHALL OBSERVE THE CONDITIONS ABOVE THE SHORING ON
<br /> DWL. DOWELS(S) R.O. ROUGH OPENING A DAILY BASIS FOR SIGNS OF GROUND OR BUILDING MOVEMENTS. THE GEOTECHNICAL,
<br /> R.S. ROUGH SAWN SHORING ENGINEER SHALL BE IMMEDIATELY AND DIRECTLY NOTIFIED IF SIGNS OF
<br /> MOVEMENT SUCH AS: NEW CRACKS IN STRUCTURES, INCREASED SIZE OF OLD CRACKS OR
<br /> (E) EXISTING SEPARATION OF JOINTS IN STRUCTURES, FOUNDATIONS, STREETS OR PAVED AND
<br /> EA. EACH SCH. SCHEDULE UNPAVED SURFACES ARE OBSERVED.
<br /> E.E. EACH END SCHED. SCHEDULE
<br /> E.F. EACH FACE SCL STRUCTURAL COMPOSITE WOOD
<br /> E.J. EXPANSION JOINT SHT. SHEET
<br /> EL. ELEVATION SIM. SIMILAR
<br /> ELEV. ELEVATOR S.J. SHRINKAGE CONTROL JOINT
<br /> EMBD. EMBED(MENT) SKW. SKEW(ED)
<br /> EN EDGE NAIL S.O.G. SLAB ON GRADE 00605 - SLOPE PROTECTION
<br /> ENG. ENGINEER SPC. SPACE(S)(LNG) THE CONTRACTOR SHALL PROTECT CUT SLOPES WITH PLASTIC IF CONSTRUCTION OCCURS
<br /> EQ. EQUAL SPEC. SPECIFICATION(S) DURING WET WEATHER. PLASTIC SHEETING SHALL BE OVERLAPPED AT LEAST 12 INCHES.
<br /> EQPT. EQUIPMENT SQ. SQUARE SURFACE DRAINAGE AROUND THE EXCAVATION SHALL BE CONTROLLED BY THE
<br /> E.W. EACH WAY STD. STANDARD CONTRACTOR TO PREVENT WATER FROM FLOWING INTO THE EXCAVATION. CUT SLOPES
<br /> EXP. EXPANSION STGR. STAGGER SHALL BE EXCAVATED TO INTERSECT THE BACKSIDE OF THE DRILLED HOLE.
<br /> EXST. EXISTING STIFF. STIFFENER(S) CLEAR PLASTIC SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND SHALL MEET THE
<br /> EXT. EXTERIOR STIR. STIRRUP(S) REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5.
<br /> STL. STEEL
<br /> FAB. FABRICATION STRUC. STRUCTURAL CONTRACTOR SHALL MONITOR SLOPES FOR ANY SIGNS OF DISTRESS AND TAKE
<br /> FB FLUSH BEAM STRUCT. STRUCTURAL CORRECTIVE ACTIONS AS REQUIRED BY THE GEOTECHNICAL ENGINEER. CALL 48 HOURS
<br /> FDN. FOUNDATION SUSP. SUSPENDED(TION) 1
<br /> F.F. FINISH FLOOR SYMM. SYMMETRICAL BEFORE YOU OU DI r V
<br /> FIN. FINISH(ED) 1 Q
<br /> FLG. FLANGE T. TOP I-800-424-5555 cf)
<br /> FLR. FLOOR T.&B. TOP AND BOTTOM a)
<br /> FN FIELD(FACE)NAIL TEMP. TEMPORARY "I—.? t-0
<br /> F.O. FINISHED OPENING TAG. TONGUE AND GROOVE
<br /> F.O.C. FACE OF CONCRETE THK. THICK(NESS) O .~
<br /> F.O.M. FACE OF MASONRY THRD. THREADED
<br /> CD
<br /> F.O.S. FACE OF STUD TN TOE NAIL Utility Conflict Note
<br /> F.O.W. FACE OF WALL T.O.S. TOP OF(STEEL)(SHEATHING)(SLAB)
<br /> FRM. FRAME(FRAMING) T.O.W. TOP OF WALL CAUTION.
<br /> F.S. FAR SIDE TRANSV. TRANSVERSE I ' CZ U
<br /> °r° FT. FEET(FOOT) TYP. TYPICAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION,AND DEPTH O
<br /> C FRTW FIRE RETARDANT TREATED WOOD OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE
<br /> UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION.
<br /> Cl) FTG. FOOTING U.N.O. UNLESS NOTED OTHERWISE •--4 �_
<br /> THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 1-800-424-5555 AND THEN POTHOLING
<br /> ao ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
<br /> N U/S UNDERSIDE
<br /> VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE ,.4..�- .C/) .-
<br /> °' GA. GAUGE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. C> Cr
<br /> H GALV. GALVANIZE(D) V. VERTICAL RESOLVE ANY PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. U
<br /> %..w GB. GRADE BEAM VERT. VERTICAL
<br /> CO
<br /> aa) GLB GLUE LAMINATED BEAM VIF VERIFY IN FIELD 'cd O _
<br /> GRD. GRADE N a--�^
<br /> GWB GYPSUM WALLBOARD W. WIDE(WIDTH) N
<br /> Z Structural Drawing List (Shoring) -I c� Cr)
<br /> O GYP. GYPCRETE WI WITH 00405 - INSPECTION
<br /> WIO WITHOUT SHEET DESCRIPTION Issued Rev Rev Date CI) ^2 w
<br /> CONTINUOUS OBSERVATION BY THE GEOTECHNICAL ENGINEER IS REQUIRED FOR THE
<br /> 1; HD HOLDOWN WD. WOOD SHORING SYSTEM INSTALLATION INCLUDING DRILLING OF PILE HOLES, INSTALLATION OF SS1.0 Structural Notes 03/26/20 1 03/26/2020
<br /> cli H.D.G. HOT DIPPED GALVANIZED W.H.S. WELDED HEADED STUDS SOLDIER PILES AND LEAN MIX CONCRETE. A COMPLETE&ACCURATE RECORD SHALL KEPT SS2.0 Shoring Plan 03/26/20 1 03/26/2020
<br /> n- 7' HGR. HANGER W.P. WORK POINT OF ALL PILE DEPTHS, QUANTITY OF LEAN MIX PER PILE,AND ANY UNUSUAL CONDITIONS
<br /> M HORIZ. HORIZONTAL W.S. WELDED STUD ENCOUNTERED. SS3.0 Elevations and Details 03/26/30 1 03/26/2020
<br /> ry SS4.0 Details 12/20/19 1 03/26/2020
<br /> HR HEADER WT. WEIGHT
<br /> SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR.
<br /> o 2 H.S.B. HIGH STRENGTH BOLT W.W.F. WELDED WIRE FABRIC SPECIAL INSPECTION IS REQUIRED FOR SHORING WELDING AND CORROSION PROTECTION.
<br /> Fc;N HT. HEIGHT TESTING OF LEAN MIX CONCRETE IS NOT REQUIRED. SS I NO
<br /> CV rn X-STG EXTRA STRONG
<br /> M J XX-STG DOUBLE EXTRA-STRONG
<br /> YD YARD
<br />
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