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(�—
<br />GRID REFERENCE
<br />DETAIL NO,
<br />DETAIL REFERENCE
<br />SHEET NO.
<br />'REFERENCE
<br />DETAILS IN SECTION
<br />(�
<br />FOOTING SCHEDULE
<br />ITEM
<br />SHEAR WALL
<br />SCHEDULE ITEM
<br />WALL REINFORCING
<br />° I
<br />SCHEDULE ITEM
<br />ELEVATION (SECTION
<br />OL
<br />& DETAILS)
<br />oELEVATION
<br />(PLANS)
<br />PLYWOOD
<br />® WOOD CONTINUOUS
<br />® WOOD BLOCKING
<br />® STEEL
<br />o GYPSUM BOARD
<br />0 GROUT
<br />MASONRY
<br />CONCRETE
<br />—SAND
<br />GRAVEL
<br />EARTH
<br />@
<br />AT
<br />I.A.
<br />IN ADVANCE
<br />&
<br />AND
<br />I.D.
<br />INSIDE DIAMETER
<br />A.B.
<br />ANCHOR BOLTS
<br />INT,
<br />INTERIOR
<br />INTM,
<br />INTERMEDIATE
<br />ABV,
<br />ABOVE
<br />JT,
<br />JOINT
<br />ACTL.
<br />ACTUAL
<br />LG,
<br />LENGTH
<br />ADDL
<br />ADDITIONAL
<br />LONG.
<br />LONGITUDINAL
<br />ADJ.
<br />ADJACENT
<br />L.L.H.
<br />LONG LEG HORIZONTAL
<br />A.F.F.
<br />ABOVE FINISHED FLOOR
<br />L.L.V.
<br />LONG LEG VERTICAL
<br />ALT
<br />ALTERNATE
<br />L.S.
<br />LAG SCREW
<br />ARCH,
<br />ARCHITECTURAL
<br />MFR,
<br />MANUFACTURER
<br />MFG,
<br />MANUFACTURING
<br />BD,
<br />BOARD
<br />MAX,
<br />MAXIMUM
<br />BETW.
<br />BETWEEN
<br />M.B.
<br />MACHINE BOLT
<br />BEV,
<br />BEVELED
<br />M.B.M.
<br />METAL BUILDING MFR,
<br />BLDG,
<br />BUILDING
<br />MECH,
<br />MECHANICAL
<br />BLK(G).
<br />BLOCKING)
<br />MIN,
<br />MINIMUM
<br />BLW.
<br />BELOW
<br />MIS(.
<br />MISCELLANEOUS
<br />BM.
<br />BEAM
<br />MTL.
<br />METAL
<br />B.O.B.
<br />BOTTOM OF BEAM
<br />(N)
<br />NEW
<br />B.O.C.
<br />BOTTOM OF CONCRETE
<br />N/A
<br />NOT APPLICABLE
<br />B.O.F.
<br />BOTTOM OF FOOTING
<br />NO,
<br />NOMINAL
<br />BOTT,
<br />BOTTOM
<br />N.S.
<br />NEAR SIDE
<br />BRG,
<br />BEARING
<br />N.T.S.
<br />NOT TO SCALE
<br />B.S.
<br />BOTH SIDES
<br />p/
<br />OVER
<br />BYD
<br />BEYOND
<br />CANT,
<br />CANTILEVER
<br />O.C.
<br />ON CENTER
<br />C.B.
<br />CARRIAGE BOLT
<br />O.D.
<br />OUTSIDE DIAMETER
<br />C.C.
<br />CENTER TO CENTER
<br />O.H.
<br />OPPOSITE HAND/OVER HANG
<br />C,J,
<br />CONTROL OF JOINT
<br />❑PNG,
<br />OPENING
<br />(CONSTRUCTION JOINT)
<br />OPP,
<br />OPPOSITE
<br />P.A.F.
<br />POWDER ACTUATED FASTENER
<br />CL,
<br />CENTER LINE
<br />PC.
<br />PIECE
<br />CLG,
<br />CEILING
<br />PARA,
<br />PARALLEL
<br />CLR,
<br />CLEAR
<br />PERP,
<br />PERPENDICULAR
<br />CMU,
<br />CONCRETE MASONRY UNIT
<br />PL
<br />PLY,
<br />PLATE
<br />PLYWOOD
<br />COL,
<br />COLUMN
<br />PREFAB,
<br />PREFABRICATED
<br />CONC,
<br />CONCRETE
<br />P.T.
<br />PRESSURE TREATED
<br />CONN.
<br />CONST, JT,
<br />CONNECTION
<br />CONSTRUCTION JOINT
<br />PTDF.
<br />PRESSURE TREATED D❑UGLAS
<br />CONT,
<br />CONTINUOUS
<br />FIR
<br />CTR(D),
<br />CENTER(ED
<br />CTSK,
<br />COUNTERSUNK
<br />DIA
<br />ROUND OR DIAMETER
<br />DBL.
<br />DOUBLE
<br />RAD.
<br />RADIUS
<br />DET,
<br />DETAIL
<br />REINF.
<br />REINFORCING
<br />D.F.
<br />DOUGLAS FIR
<br />REQ,
<br />REQUIRED
<br />DIA(M),
<br />DIAMETER
<br />RGH,
<br />ROUGH
<br />DIAL.
<br />DIAGONAL
<br />RHWS,
<br />ROUND HEAD WOOD SCREW
<br />DIM,
<br />DIMENSION
<br />R.O.
<br />ROUGH OPENING
<br />DN,
<br />DOWN
<br />RWD,
<br />REDWOOD
<br />DR,
<br />DRWG(S),
<br />DRAIN
<br />DRAWINGS)
<br />SCHED,
<br />SCHEDULE
<br />CE)
<br />EXISTING
<br />S.D.S.
<br />SELF DRILLING SCREW
<br />EACH
<br />SECT.
<br />SECTION
<br />EA,
<br />E.F.
<br />EACH FACE
<br />SIM,
<br />SIMILAR
<br />E.J.
<br />EXPANSION JOINT
<br />S.O.G.
<br />SLAB ON GRADE
<br />SPEC.
<br />SPECIFICATIONS
<br />EL. (ELEV)
<br />ELEVATION
<br />SQ.
<br />SQUARE
<br />ELEC,
<br />ELECTRICAL
<br />STEEL
<br />EN
<br />EDGE NAIL - END NAIL
<br />STAG,
<br />STAGGERED
<br />EQ
<br />EQUAL
<br />STD,
<br />STANDARD
<br />E❑,S,
<br />EDGE OF SLAB
<br />STIFF,
<br />STIFFENER
<br />E.S.
<br />EDGE SCREW
<br />STL,
<br />STEEL
<br />E.W.
<br />EACH WAY
<br />STRUCT,
<br />STRUCTURAL
<br />E,W, E.F.
<br />EACH WAY, EACH FACE
<br />SYM,
<br />SYMMETRICAL
<br />EXC.
<br />EXCAVATE
<br />T&B
<br />TOP & BOTTOM
<br />EXT,
<br />EXTERIOR
<br />T.C.
<br />TOP OF CURB
<br />F.D.
<br />FLOOR DRAIN
<br />T.G.
<br />TONGUE & GROOVE
<br />F.H,W,S,
<br />FLAT HEAD WOOD SCREW
<br />THRU
<br />TN
<br />THROUGH
<br />TOE NAIL
<br />FIN,
<br />FINISH
<br />T.O.B.
<br />TOP OF BEAM
<br />FIN, FLR.
<br />FINISH FLOOR
<br />T.O.C.
<br />TOP OF CONCRETE
<br />FIN, GRD,
<br />FINISH GRADE
<br />T.D.F.
<br />TOP OF FRAMING
<br />FLG.
<br />FLR.
<br />FLANGE
<br />FLOOR
<br />T.O.M.
<br />TOP OF MASONRY
<br />FN
<br />FIELD NAIL - FACE NAIL
<br />T.O.P.
<br />TOP OF PLYWOOD
<br />FNDN,
<br />FOUNDATION
<br />T.O.S.
<br />TOP OF STEEL
<br />F.O.B.
<br />FACE OF BEAM
<br />T.O.W.
<br />TOP OF WALL
<br />F.O.C.
<br />FACE OF CONCRETE
<br />TRANS,
<br />TRANSVERSE
<br />F.O.M.
<br />FACE OF MASONRY
<br />T.S.
<br />TOP OF SLAB
<br />F.O.S.
<br />FACE OF STUD
<br />TYP,
<br />TYPICAL
<br />F.P.
<br />FULL PENETRATION
<br />U.O.N.
<br />UNLESS OTHERWISE NOTED
<br />FRMG,
<br />FRAMING
<br />VERT.
<br />VERTICAL
<br />F.S.
<br />FAR SIDE
<br />W/
<br />WITH
<br />FTG.
<br />FOOTING
<br />WD,
<br />WIDTH
<br />GA,
<br />GALV,
<br />GAGE
<br />GALVANIZED
<br />W/p
<br />WITHOUT
<br />W.P.
<br />WORK PINT
<br />GLB
<br />GLUE LAMINATED BEAM
<br />W.W.F.
<br />WIRE WELDED FABRIC
<br />GYP, BD,
<br />GYPSUM BOARD
<br />HDR,
<br />HEADER
<br />HGR.
<br />HANGER
<br />HORIZ,
<br />HORIZONTAL
<br />H,S.B
<br />HIGH STRENGTH BOLT
<br />HT,
<br />HEIGHT
<br />HVAC
<br />HEATING, VENTILATION &
<br />AIR CONDITIONING
<br />ASCE 7 Hazards Report
<br />A-4SCE'
<br />AMERM SOCIETY OF CIAL ENINEMS
<br />Address: Standard: ASCE/SEI 7-22 Elevation: 523.72 fk (NAVD 88)
<br />1920 Merrill Creek Pkwy Risk Category: 11 Latitude: 47.937152
<br />Everett, Washington Default
<br />Spoil Class: Longitude: -� ��.�����
<br />9820
<br />Now
<br />off—
<br />ASCC
<br />A"1"NSDC0Y0FaAMNff9
<br />Seismic
<br />Site Soil Class:
<br />Results:
<br />PGA m :
<br />0.71
<br />TL
<br />6
<br />SMS :
<br />1.69
<br />Ss
<br />1.54
<br />SM,
<br />1.12
<br />S,
<br />0.55
<br />SaS
<br />1.12
<br />SDC ;
<br />SD,
<br />0.75
<br />VS30
<br />269
<br />2 4
<br />Sag) vs T(s)
<br />1
<br />2
<br />Sa(9) vs T(s)
<br />Two -Period MCERSpectrum
<br />a. f
<br />Two -Period design Spectrum
<br />-i
<br />1.4
<br />,
<br />1.
<br />1.0%
<br />o, .;
<br />,
<br />o.
<br />.M
<br />c,a,,
<br />o-
<br />i) vs T(s)(g)
<br />vs T(S)
<br />MCER Vertical Response Spectrum
<br />Design Vertical Response Spectrum
<br />Vertical ground motion data has not yet been made
<br />Vertical ground motion data has not yet been made
<br />available by USES.
<br />available by USES.
<br />hit AWasce7hazardtooi.oniinel Page 2 of 4 Mon Dec 20 2021
<br />ALL DRAWINGS, SPECIFICATIONS, AND OTHER
<br />PRODUCT ARE INSTRUMENTS OF SERVICE FOR
<br />THIS PROJECT ONLY AND SHALL REMAIN THE
<br />PROPERTY OF RAMSEY MACHINE SERVICES, INC,,
<br />WHETHER THIS PROJECT IS COMPLETED OR NOT.
<br />REUSE OF THE INFORMATION CONTAINED ON THE
<br />EXTENSION OF THIS PROJECT OR ANY OTHER
<br />PROJECT WITHOUT WRITTEN APPROVAL FROM
<br />RAMSEY MACHINE SERVICES, INC, IS NOT
<br />AUTHORIZED, THE UNAUTHORIZED USE SHALL BE
<br />AT USERS RISK AND USER SHALL HOLD
<br />HARMLESS RAMSEY MACHINE SERVICES FROM ALL
<br />CLAIMS, DAMAGES, AND EXPENSES INCLUDING
<br />ATTORNEY'S FEES ARISING OUT OF SUCH
<br />UNAUTHORIZED USE,
<br />CRANE SPAN -,
<br />MEASURED AT CRANE
<br />WHEEL CONTACT
<br />SURFACE
<br />Nam
<br />TOP 13!&NING
<br />TRANSVERSE
<br />IL TO RAIL
<br />ELEVATION
<br />(U
<br />TRANSVERSE GIRDER
<br />TO GIRDER
<br />ELEVATION
<br />UNDER RUNNING
<br />(D)
<br />OVERALL
<br />TOLERANC
<br />L:550'
<br />A= 1t,"
<br />L. > 50' 100'
<br />A=Y4#
<br />L > 100'
<br />A=yaoff
<br />4 of IN 20t -off
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<br />RMS PROJECT:
<br />9153
<br />US91008422
<br />US91008622
<br />SHEET
<br />2
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<br />
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