|
�—
<br />GRID REFERENCE
<br />DETAIL NO.
<br />DETAIL REFERENCE
<br />SHEET NO.
<br />DETAILS IN SECTION
<br />REFERENCE
<br />n
<br />F❑OTING SCHEDULE
<br />ITEM
<br />SHEAR WALL
<br />0
<br />SCHEDULE ITEM
<br />WALL REINFORCING
<br />F-1
<br />SCHEDULE ITEM
<br />ELEVATION (SECTION
<br />& DETAILS)
<br />ELEVATI❑N (PLANS)
<br />® PLYWOOD
<br />® WOOD C❑NTINU❑US
<br />® WOOD BLOCKING
<br />® STEEL
<br />GYPSUM BOARD
<br />GROUT
<br />C 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 H❑RIZONTAL
<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 />MFR.
<br />MANUFACTURERMFG,
<br />ARCH,
<br />ARCHITECTURAL
<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 />MISC.
<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 FO❑TING
<br />NO.
<br />NOM,
<br />NUMBER
<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 />❑/
<br />OVER
<br />BYD
<br />CANT.
<br />BEYOND
<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 />❑PENING
<br />(CONSTRUCTI❑N JOINT)
<br />❑PP.
<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 />PERP,
<br />PARALLEL
<br />PERPENDICULAR
<br />CLR.
<br />CLEAR
<br />PL
<br />PLATE
<br />CMU.
<br />CONCRETE MASONRY UNIT
<br />PLY.
<br />PLYWOOD
<br />COL.
<br />COLUMN
<br />PREFAB.
<br />PREFABRICATED
<br />CON.
<br />CONCRETE
<br />P.T.
<br />PRESSURE TREATED
<br />C❑NN.
<br />CONNECTION
<br />PTDF,
<br />PRESSURE TREATED D❑UGLAS
<br />C❑NST. JT.
<br />CONSTRUCTI❑N JOINT
<br />C❑NT.
<br />CONTINUOUS
<br />FIR
<br />CTR(D),
<br />CENTERED)
<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 />D❑UGLAS FIR
<br />REQ.
<br />REQUIRED
<br />DIA(M).
<br />DIAMETER
<br />RGH.
<br />ROUGH
<br />DIAG.
<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 />DRAIN
<br />SCHED,
<br />SCHEDULE
<br />DRWG(S),
<br />DRAWINGS)
<br />S.D,S.
<br />SELF DRILLING SCREW
<br />(E)
<br />EXISTING
<br />SECT.
<br />SECTION
<br />EA.
<br />EACH
<br />SIM.
<br />SIMILAR
<br />E.F.
<br />E.J.
<br />EACH FACE
<br />EXPANSION JOINT
<br />S.O.G.
<br />SLAB ON GRADE
<br />SPEC,
<br />SPECIFICATIONS
<br />EL. (ELEV)
<br />ELEVATION
<br />ELEC,
<br />ELECTRICAL
<br />SST,
<br />SQTAIN ESS STEEL
<br />EN
<br />EDGE NAIL - END NAIL
<br />STAG.
<br />STAGGERED
<br />EQ.
<br />EQUAL
<br />STD.
<br />STANDARD
<br />O.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.❑.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,O.F.
<br />TOP OF FRAMING
<br />FLG,
<br />FLANGE
<br />T,❑.M.
<br />TOP OF MASONRY
<br />FLR.
<br />FLOOR
<br />T.O.P.
<br />TOP OF PLYWOOD
<br />FN
<br />FIELD NAIL - FACE NAIL
<br />FNDN,
<br />F❑UNDATION
<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 ❑THERWISE 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 />GAGE
<br />W/❑
<br />WITH❑UT
<br />GALV.
<br />GALVANIZED
<br />W.P.
<br />WORK P❑INT
<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 />H❑RIZ.
<br />H❑RIZONTAL
<br />H.S,B
<br />HIGH STRENGTH BOLT
<br />HT,
<br />HEIGHT
<br />HVAC
<br />HEATING, VENTILATION &
<br />AIR CONDITIONING
<br />ASCE
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />Address:
<br />Everett
<br />Washington,
<br />ASCE
<br />AitAERICAN SOCIETY OF CIVIL ENGINEERS
<br />Seismic
<br />Standard: ASCE/SEI 7-16 Elevation: 156.91 ft (NAVD 88)
<br />Risk Category: II Latitude: 47.97659
<br />Soil Class: D - Default (see Longitude:-122.20596
<br />Section 11.4.3)
<br />Site Soil Class:
<br />D -Default (see Section 11.4.3)
<br />Results:
<br />Ss :
<br />1.246 SD,
<br />N/A
<br />S, :
<br />0.442 TL
<br />6
<br />Fa :
<br />1.2 PGA:
<br />0.535
<br />F
<br />N/A PGA M :
<br />0.642
<br />SMS
<br />1.495 FPGA
<br />1.2
<br />SM,
<br />N/A le :
<br />1
<br />SOS
<br />0.997 CV :
<br />1.349
<br />Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section
<br />11.4.8.
<br />Data Accessed:
<br />Sat Oct 30 2021
<br />Date Source:
<br />USGS Seismic Desion MaDs
<br />https://asc,7hazardtool.online/ Page 2 of 3 Sat Oct 30 2021
<br />ALL DRAWINGS, SPECIFICATIONS, AND OTHER
<br />PRODUCT ARE INSTRUMENTS OF SERVICE FOR
<br />THIS PROJECT ONLY AND SHALL REMAIN THE
<br />PROPERTY DE RAMSEY MACHINE SERVICES, INC,,
<br />WHETHER THIS PROJECT IS COMPLETED OR NOT.
<br />REUSE OF THE INFORMATION CONTAINS 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 />TABLE 1.4.1-1
<br />OVERALL MAXIMUM
<br />ITEM FIGURE TOLERANCE RATE OF
<br />CHANGE
<br />CRANE SPAN L :5 50' A = 16"
<br />(L}
<br />MEASURED AT CRANE ��- L > 50' < 100' A = , ,n l 4 iIN 20' —On
<br />WHEEL CONTACT
<br />SURFACE L > 100' A
<br />#B
<br />STRAIGHTNESS $ = /,t 1 n IN 20' _ 0'
<br />(S} 4
<br />ELEVATION `! Tj� ( jy
<br />;. t,� jt�
<br />I
<br />SPAN L
<br />TOP RUNNING
<br />TRANSVERSE o
<br />RAIL TO RAIL
<br />ELEVATION
<br />L: 50' D=� Y16r
<br />L>50:5100' 7C =± t' NIA
<br />TRANSVERSE GIRDER L > 100' D ± Y8
<br />TO GIRDER
<br />ELEVATION
<br />UNDER RUNNING
<br />(D)
<br />SPAN L
<br />a
<br />OI I I loull
<br />Miguel
<br />ui
<br />0
<br />0
<br />0
<br />N
<br />O
<br />Q
<br />�1 U
<br />V p.
<br />m
<br />® LL
<br />�a
<br />CnJ
<br />CD
<br />rn
<br />Uo
<br />N
<br />0
<br />` m
<br />/ry �
<br />U
<br />Wr
<br />0
<br />o
<br />Cn N
<br />WU
<br />Q
<br />T z
<br />: J
<br />m
<br />Q�
<br />O
<br />LU
<br />Y
<br />p a
<br />W =
<br />< U
<br />z
<br />w
<br />LU Q
<br />�
<br />CD Q
<br />0 m
<br />Z_ L0
<br />d-
<br />Q N
<br />00
<br />RMS PROJECT: 9083
<br />US91080421
<br />US91080521
<br />SHEET
<br />2
<br />
|