Attachment_2_Drawings_(17_0526_100_6-20-17)_reduced.pdf
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Attachment 2: Drawings
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AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
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ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
AutoCAD SHX Text A.B.
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ANCHOR BOLT
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ACI
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AMERICAN CONCRETE INSTITUTE
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ADD'L.
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ADDITIONAL
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AESS
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ARCHITECTURAL EXPOSED STRUCTURAL STEEL
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AISC
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AMERICAN INSTITUTE OF STEEL CONSTRUCTION INCORPORATED
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ALT.
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ALTERNATE
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ALUM.
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ALUMINUM
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APA
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AMERICAN PLYWOOD ASSOCIATION
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ARCH.
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ARCHITECT
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ASCE
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AMERICAN SOCIETY OF CIVIL ENGINEERS
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ASTM
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AMERICAN SOCIETY FOR TESTING AND MATERIALS
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AWS
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AMERICAN WELDING SOCIETY
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BLDG.
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BUILDING
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BOT.
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BOTTOM
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BRBF
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BUCKLING RESTRAINED BRACED FRAME
AutoCAD SHX Text C.G.
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CENTER OF GRAVITY
AutoCAD SHX Text C.I.P.
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CAST IN PLACE
AutoCAD SHX Text C.J.
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CONTROL JOINT
AutoCAD SHX Text C.J.P.
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COMPLETE JOINT PENETRATION
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CL
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CENTERLINE
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CLR.
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CLEAR
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CMU
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CONCRETE MASONRY UNIT
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COL.
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COLUMN
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CONC.
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CONCRETE
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CONN.
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CONNECTION
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CONST.
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CONSTRUCTION
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CONT.
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CONTINUOUS
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BAR DIAMETER
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DBA
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DEFORMED BAR ANCHOR
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DET.
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DETAIL
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DIA., Ø
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DIAMETER
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DIAG.
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DIAGONAL
AutoCAD SHX Text D.L.
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DEAD LOAD
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DWG.
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DRAWING
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ELEC.
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ELECTRICAL
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EL.
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ELEVATION
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EQ.
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EQUAL
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EXIST., (E)
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EXISTING
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EXP.
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EXPANSION
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EXT.
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EXTERIOR
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FDN.
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FOUNDATION
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FIN.
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FINISH
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FLR.
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FLOOR
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FT.
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FOOT
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FTG.
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FOOTING
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GA.
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GAUGE
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GALV.
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GALVANIZED
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GL
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GLULAM
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HORIZ.
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HORIZONTAL
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HSS
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HOLLOW STRUCTURAL SECTION
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IBC
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INTERNATIONAL BUILDING CODE
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ICBO
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INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS
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ICC
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INTERNATIONAL CODE COUNCIL
AutoCAD SHX Text I.D.
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INSIDE DIAMETER
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IN.
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INCH
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INT.
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INTERIOR
AutoCAD SHX Text K
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KIPS
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KSF
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KIPS PER SQUARE FOOT
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KSI
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KIPS PER SQUARE INCH
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LBS.
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POUND
AutoCAD SHX Text L.L.
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LIVE LOAD
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LLH
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LONG LEG HORIZONTAL
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LLV
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LONG LEG VERTICAL
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LOC.
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LOCATION
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LONG.
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LONGITUDINAL
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LVF
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LOW VELOCITY FASTENER
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MAX.
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MAXIMUM
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MBMA
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METAL BUILDING MANUFACTURERS ASSOCIATION
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MECH.
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MECHANICAL
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MFR.
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MANUFACTURER
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MIN.
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MINIMUM
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MISC.
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MISCELLANEOUS
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MPH
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MILES PER HOUR
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MT
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MAGNETIC PARTICLE TESTING
AutoCAD SHX Text (N)
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NEW
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NOT IN CONTRACT
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NOM.
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NOMINAL
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NO.
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NUMBER
AutoCAD SHX Text N.T.S.
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NOT TO SCALE
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ON CENTER
AutoCAD SHX Text O.D.
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OUTSIDE DIAMETER
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OPP.
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OPPOSITE
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OWJ
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OPEN WEB JOIST
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PAF
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POWDER ACTUATED FASTENER
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PART.
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PARTITION
AutoCAD SHX Text P/C
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PRECAST
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PCF
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POUNDS PER CUBIC FOOT
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PL
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PLATE
AutoCAD SHX Text P.P.
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PARTIAL PENETRATION
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PSI
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POUNDS PER SQUARE INCH
AutoCAD SHX Text P/T
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POST-TENSIONED
AutoCAD SHX Text P.T.
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PRESSURE TREATED
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PVC
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POLYVINYL CHLORIDE
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PWT
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PREMANUFACTURED WOOD TRUSS
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R, RAD.
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RADIUS
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RCSC
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RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
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REF.
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REFERENCE
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RET.
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RETURN
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REINF.
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REINFORCING
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REQ'D.
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REQUIRED
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REQ'MTS.
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REQUIREMENTS
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SCHED.
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SCHEDULE
AutoCAD SHX Text S.C.
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SLIP CRITICAL
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SIM.
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SIMILAR
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SLRS
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SEISMIC LOAD RESISTING SYSTEM
AutoCAD SHX Text S.O.G.
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SLAB ON GRADE
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SPEC.
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SPECIFICATION
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SQ.
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SQUARE
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SS
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STAINLESS STEEL
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SSMA
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STEEL STUD MANUFACTURERS ASSOCIATION
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STD.
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STANDARD
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STRUCT.
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STRUCTURAL
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SYM.
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SYMMETRICAL
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THRU
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THROUGH
AutoCAD SHX Text T&G
AutoCAD SHX Text
TONGUE AND GROOVE
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TJ
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TRUSS JOIST
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TRANS.
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TRANSVERSE
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TS
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LIGHT GAUGE TUBE STEEL
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TYP.
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TYPICAL
AutoCAD SHX Text U.N.O.
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UNLESS NOTED OTHERWISE
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UT
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ULTRASONIC TESTING
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VERT.
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VERTICAL
AutoCAD SHX Text V.I.F.
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VERIFY IN FIELD
AutoCAD SHX Text w/
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WITH
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WF
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WIDE FLANGE
AutoCAD SHX Text w/o
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WITHOUT
AutoCAD SHX Text W.P.
AutoCAD SHX Text
WORK POINT
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WPS
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WELDING PROCEDURE SPECIFICATION
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WWF
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WELDED WIRE FABRIC
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STRUCTURAL ABBREVIATIONS
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
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TITLE OF SHEET
AutoCAD SHX Text S0.1
AutoCAD SHX Text 217702
AutoCAD SHX Text
FORT VANCOUVER NATIONAL HISTORIC SITE
AutoCAD SHX Text
JM
AutoCAD SHX Text
ME
AutoCAD SHX Text
KW
AutoCAD SHX Text 137758
AutoCAD SHX Text
AutoCAD SHX Text
COVER SHEET
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RENOVATION OF BLDG #728
kyle Text Box kyle Text Box kyle
05/26/17
1.
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PROJECT DESCRIPTION:
AutoCAD SHX Text ADAPTIVE RE-USE OF HISTORIC FINANCE OFFICE BUILDING 728 LOCATED ON THE FORT VANCOUVER NATIONAL HISTORIC SITE.
AutoCAD SHX Text PERFORM VOLUNTARY SEISMIC UPGRADES TO ADDRESS DEFFICIENT ITEMS LISTED IN THE ASCE 41-13 TIER 1 CHECKLISTS FOR THE "LIFE SAFETY PERFOMANCE LEVEL."
AutoCAD SHX Text ESTABLISH CODE COMPLIANT LATERAL LOAD PATH INCLUDING NEW SHEAR WALLS, FOUNDATIONS, AND ROOF DIAPHRAGM; INCLUDING ALL ASSOCIATED REQUIRED CONNECTIONS BETWEEN THESE STRUCTURAL ELEMENTS
AutoCAD SHX Text
GENERAL:
AutoCAD SHX Text 1.
AutoCAD SHX Text THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS (INCLUDING THE PROJECT SPECIFICATIONS) INTO THEIR WORK.
AutoCAD SHX Text 2.
AutoCAD SHX Text THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text 3.
AutoCAD SHX Text NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS.
AutoCAD SHX Text 4.
AutoCAD SHX Text
WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK.
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CODE REQUIREMENTS:
AutoCAD SHX Text 1.
AutoCAD SHX Text CONFORM TO THE 2012 INTERNATIONAL BUILDING CODE (IBC) WITH THE STATE OF WASHINGTON AMENDMENTS.
AutoCAD SHX Text 2.
AutoCAD SHX Text ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, ASTM, ETC.) SHALL BE FOR THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC.
AutoCAD SHX Text
TEMPORARY CONDITIONS:
AutoCAD SHX Text 1.
AutoCAD SHX Text THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES.S CONSTRUCTION METHODS AND/OR SEQUENCES.
AutoCAD SHX Text 2.
AutoCAD SHX Text CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL S CONSTRUCTION METHODS AND/OR SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD.
AutoCAD SHX Text 3.
AutoCAD SHX Text RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE WALL.
AutoCAD SHX Text
DESIGN CRITERIA:
AutoCAD SHX Text 1.
AutoCAD SHX Text DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE USED FOR DESIGN, WITH LIVE LOADS (L.L.) REDUCED IN ACCORDANCE WITH THE IBC:
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DESIGN CRITERIA
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GEOTECHNICAL CRITERIA
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BASIS OF DESIGN:
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FOUNDATION DESIGN BASED UPON CODE MINIMUM VALUES.
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ALLOWABLE SOIL BEARING PRESSURE
AutoCAD SHX Text
1,500 PSF
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LIVE LOAD CRITERIA
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FLOOR LIVE LOADS
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UNIFORM LOAD (PSF)
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CONCENTRATED LOAD (LBS)
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OFFICES
AutoCAD SHX Text 50 PSF + 15 PSF FOR PARTITIONS OR 100 PSF (INCLUDING PARTITIONS) WHICHEVER IS MORE CRITICAL FOR MEMBER DESIGN
AutoCAD SHX Text
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CORRIDORS
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ASSEMBLY AREAS
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STORAGE (LIGHT)
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MAXIMUM ALLOWABLE DEFLECTION
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L/360 (LIVE LOAD) L/240 (LIVE LOAD + DEAD LOAD)
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NOTES:
AutoCAD SHX Text 1.
AutoCAD SHX Text
LIVE LOADS REDUCED PER IBC 1607.10
AutoCAD SHX Text 2.
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MEMBER DESIGNED FOR THE MORE CRITICAL OF THE UNIFORM OR CONCENTRATED LOAD.
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SNOW CRITERIA
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DESIGN ROOF SNOW LOAD
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25 PSF MINIMUM IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS
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SNOW DRIFT
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PER IBC
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GROUND SNOW LOAD
AutoCAD SHX Text P g
AutoCAD SHX Text
= 10 PSF
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FLAT ROOF SNOW LOAD
AutoCAD SHX Text P f
AutoCAD SHX Text
= 15 PSF
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SNOW EXPOSURE FACTOR
AutoCAD SHX Text C e
AutoCAD SHX Text = 1.00
AutoCAD SHX Text
SNOW LOAD IMPORTANCE FACTOR
AutoCAD SHX Text I I
AutoCAD SHX Text = 1.00
AutoCAD SHX Text
THERMAL FACTOR
AutoCAD SHX Text C t
AutoCAD SHX Text = 1.00
AutoCAD SHX Text
WIND CRITERIA
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MAIN WIND FORCE RESISTING SYSTEM
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135 MPH BASIC WIND SPEED (3-SECOND GUST)
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COMPONENTS AND CLADDING
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135 MPH BASIC WIND SPEED (3-SECOND GUST)
AutoCAD SHX Text
EXPOSURE CATEGORY
AutoCAD SHX Text C
AutoCAD SHX Text
GUST/INTERNAL PRESSURE
AutoCAD SHX Text GC pi
AutoCAD SHX Text = +/- 0.18
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SEISMIC CRITERIA
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RISK CATEGORY
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II
AutoCAD SHX Text
SITE CLASS
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D (ASSUMED)
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IMPORTANCE FACTOR
AutoCAD SHX Text I e
AutoCAD SHX Text = 1.00
AutoCAD SHX Text
SEISMIC DESIGN CATEGORY
AutoCAD SHX Text D
AutoCAD SHX Text
MCE SPECTRAL ACCELERATIONS
AutoCAD SHX Text S s
AutoCAD SHX Text = 0.933
AutoCAD SHX Text S 1
AutoCAD SHX Text = 0.403
AutoCAD SHX Text
SITE COEFFICIENTS
AutoCAD SHX Text F a
AutoCAD SHX Text = 1.00
AutoCAD SHX Text F V
AutoCAD SHX Text = 1.50
AutoCAD SHX Text
DESIGN SPECTRAL ACCELERATIONS
AutoCAD SHX Text
S DS
AutoCAD SHX Text = 0.622
AutoCAD SHX Text S D1
AutoCAD SHX Text = 0.403
AutoCAD SHX Text
ANALYSIS PROCEDURE
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EQUIVALENT LATERAL FORCE PER ASCE 7-10 SECTION 12.8
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NORTH-SOUTH DIRECTION
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EAST-WEST DIRECTION
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SEISMIC LOAD RESISTING SYSTEM
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LIGHT FRAMED WOOD SHEAR WALLS
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LIGHT FRAMED WOOD SHEAR WALLS
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RESPONSE MODIFICATION FACTOR
AutoCAD SHX Text R
AutoCAD SHX Text = 6.5
AutoCAD SHX Text R
AutoCAD SHX Text = 6.5
AutoCAD SHX Text
SEISMIC RESPONSE COEFFICIENT
AutoCAD SHX Text C s
AutoCAD SHX Text = 0.0957 (@ 1.0E)
AutoCAD SHX Text C s
AutoCAD SHX Text = 0.0957 (@ 1.0E)
AutoCAD SHX Text
DESIGN BASE SHEAR
AutoCAD SHX Text V
AutoCAD SHX Text
= 12.9 KIPS
AutoCAD SHX Text V
AutoCAD SHX Text
= 12.9 KIPS
AutoCAD SHX Text
REDUNDANCY FACTOR
AutoCAD SHX Text r
AutoCAD SHX Text = 1.3
AutoCAD SHX Text r
AutoCAD SHX Text = 1.3
AutoCAD SHX Text
GENERAL STRUCTURAL NOTES:
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SPECIAL INSPECTION AND TESTING:
AutoCAD SHX Text 1.
AutoCAD SHX Text SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF THE IBC AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON SHEET S0.6. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
AutoCAD SHX Text
EXISTING CONDITIONS:
AutoCAD SHX Text 1.
AutoCAD SHX Text ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text S0.2
AutoCAD SHX Text 217702
AutoCAD SHX Text
FORT VANCOUVER NATIONAL HISTORIC SITE
AutoCAD SHX Text
JM
AutoCAD SHX Text
ME
AutoCAD SHX Text
KW
AutoCAD SHX Text 137758
AutoCAD SHX Text
AutoCAD SHX Text
NOTES
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GENERAL STRUCTURAL
AutoCAD SHX Text
RENOVATION OF BLDG #728
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SUBMITTALS:
AutoCAD SHX Text SHOP DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO THE FABRICATION AND CONSTRUCTION OF ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING:
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SUBMITTALS
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ITEM
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SUBMITTAL (A, D)
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DEFERRED SUBMITTAL (B, D)
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COMMENTS
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CONCRETE MIX DESIGNS
AutoCAD SHX Text X
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CONCRETE REINFORCEMENT
AutoCAD SHX Text X
AutoCAD SHX Text
REINFORCING STEEL MILL CERTS
AutoCAD SHX Text X
AutoCAD SHX Text
CONCRETE ANCHORAGES
AutoCAD SHX Text X
AutoCAD SHX Text
ANCHOR BOLT LAYOUT
AutoCAD SHX Text X
AutoCAD SHX Text
EMBEDDED STEEL ITEMS
AutoCAD SHX Text X
AutoCAD SHX Text
SLAB-ON-GRADE CONTROL JOINT LAYOUT
AutoCAD SHX Text X
AutoCAD SHX Text
GLUED LAMINATED MEMBERS
AutoCAD SHX Text X
AutoCAD SHX Text
MEP ANCHORAGE AND BRACING
AutoCAD SHX Text X
AutoCAD SHX Text
FOOTNOTE "C"
AutoCAD SHX Text A.
AutoCAD SHX Text IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. ANY MODIFICATIONS TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE CONTRACTING OFFICER AND ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER OF RECORD.
AutoCAD SHX Text B.
AutoCAD SHX Text DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE CONSIDERING LOCALIZED EFFECTS ON STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. DESIGN SHALL BE BASED UPON THE REQUIREMENTS OF THE IBC AND AS NOTED UNDER “DESIGN CRITERIA.”DESIGN CRITERIA.”
AutoCAD SHX Text C.
AutoCAD SHX Text THE CONTRACTOR SHALL COORDINATE THE SEISMIC RESTRAINTS OF MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENT, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. CONNECTIONS TO THE STRUCTURE SHALL CONFORM TO ASCE 7-10 CHAPTER 13 AND BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.
AutoCAD SHX Text D.
AutoCAD SHX Text FIELD ENGINEERED DETAILS DEVELOPED BY THE CONTRACTOR THAT DIFFER FROM, OR ADD TO, THE STRUCTURAL DRAWINGS SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED AND SHALL BE SUBMITTED TO THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. ANY SUCH DETAILS ARE SUBJECT TO REVIEW AND ACCEPTANCE BY THE CONTRACTING OFFICER.
kyle Text Box kyle Text Box kyle
AutoCAD SHX Text
CONCRETE:
AutoCAD SHX Text 1.
AutoCAD SHX Text ALL CONCRETE WORK SHALL CONFORM TO “ACI 318--BUILDING CODE REQUIREMENTS ACI 318--BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE.
AutoCAD SHX Text 2.
AutoCAD SHX Text CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, UNLESS NOTED OTHERWISE, AND SHALL BE AS FOLLOWS:
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CONCRETE STRENGTHS
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text f'c (PSI)
AutoCAD SHX Text
WATER - CEMENT RATIO BY WEIGHT
AutoCAD SHX Text
ENTRAINED AIR
AutoCAD SHX Text
OTHER
AutoCAD SHX Text
FOOTINGS, STEMWALLS
AutoCAD SHX Text 3,000
AutoCAD SHX Text 0.50
AutoCAD SHX Text 2% +/- 1.5%
AutoCAD SHX Text
RETAINING WALLS
AutoCAD SHX Text 3,000
AutoCAD SHX Text 0.50
AutoCAD SHX Text 6% +/- 1.5%
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INTERIOR SLAB-ON-GRADE
AutoCAD SHX Text 4,000
AutoCAD SHX Text 0.45
AutoCAD SHX Text 6% +/- 1.5%
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EXTERIOR SLAB-ON-GRADE
AutoCAD SHX Text 4,000
AutoCAD SHX Text 0.45
AutoCAD SHX Text 6% +/- 1.5%
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AutoCAD SHX Text A.
AutoCAD SHX Text VERIFY WATER/CEMENT RATIO WITH FLOOR COVERING MANUFACTURER FOR CONCRETE FLOORS WITH MOISTURE SENSITIVE FLOOR COVERINGS.
AutoCAD SHX Text B.
AutoCAD SHX Text CONCRETE MIXES SHALL BE NORMAL WEIGHT AND CONTAIN PORTLAND CEMENT CONFORMING TO ASTM C150 FOR TYPE I, OR TYPE II.
AutoCAD SHX Text C.
AutoCAD SHX Text
AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C260.
AutoCAD SHX Text 3.
AutoCAD SHX Text
MINIMUM CEMENT CONTENT PER CUBIC YARD SHALL BE AS FOLLOWS:
AutoCAD SHX Text
MINIMUM CEMENT CONTENT
AutoCAD SHX Text f'c (PSI)
AutoCAD SHX Text
MINIMUM CEMENT CONTENT PER CUBIC YARD
AutoCAD SHX Text 3,000
AutoCAD SHX Text
470 LBS.
AutoCAD SHX Text 4,000
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550 LBS.
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AutoCAD SHX Text A.
AutoCAD SHX Text FLYASH CONFORMING TO ASTM C618 “TYPE F,” OR “TYPE C” MAY BE USED TO TYPE F,” OR “TYPE C” MAY BE USED TO OR “TYPE C” MAY BE USED TO TYPE C” MAY BE USED TO MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA.
AutoCAD SHX Text 4.
AutoCAD SHX Text THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA COMPLIANT WITH ACI-318 CHAPTER 5, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE.
AutoCAD SHX Text 5.
AutoCAD SHX Text NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS IT CONFORMS TO THE APPROVED MIX DESIGN AND IS SPECIFICALLY APPROVED IN WRITING BY THE CONCRETE SUPPLIER.
AutoCAD SHX Text 6.
AutoCAD SHX Text A WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 USED IN STRICT CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDATIONS SHALL BE INCORPORATED INTO CONCRETE MIX DESIGNS. A HIGH RANGE WATER REDUCING ADMIXTURE CONFORMING TO ASTM C494 "TYPE F, OR TYPE "G" MAY BE USED IN CONCRETE MIXES PROVIDED THAT THE SLUMP DOES NOT EXCEED 10-INCHES.
AutoCAD SHX Text 7.
AutoCAD SHX Text CONCRETE SHALL BE PLACED IN ONE CONTINUOUS OPERATION WHEREVER PRACTICAL. CONSTRUCTION JOINTS IN BEAMS, JOISTS, AND SLABS SHALL BE LOCATED AT MID-SPAN WITH REINFORCING CONTINUING THROUGH AS IF THE JOINT DID NOT OCCUR. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE LOCATED MIDWAY BETWEEN COLUMNS OR PILASTERS.
AutoCAD SHX Text 8.
AutoCAD SHX Text SLEEVES, OPENING, CONDUITS, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO PLACING CONCRETE. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE-THIRD THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON-CENTER.
AutoCAD SHX Text 9.
AutoCAD SHX Text THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF CONSTRUCTION AND CONTROL JOINTS FOR CONCRETE SLABS-ON-GRADE. THE JOINTS SHALL BE LOCATED AT MAXIMUM 12'-0" ON-CENTER EACH WAY FORMING RECTANGLES WITH A LENGTH TO WIDTH RATIO NOT EXCEEDING 1.5 IN ANY DIRECTION. CONTROL JOINTS SHALL INTERSECT AT COLUMN BLOCKOUTS, AT ENDS OF BEARING WALLS, AND AT ALL RE-ENTRANT CORNERS IN THE SLAB.
AutoCAD SHX Text 10.
AutoCAD SHX Text ALL BOLTS AND/OR ANCHOR RODS EMBEDDED INTO CONCRETE SHALL CONFORM TO ASTM SPECIFICATION F1554 GRADE 36 UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS.
AutoCAD SHX Text 11.
AutoCAD SHX Text ANCHOR RODS ARE TO BE LOCATED BY MEANS OF TEMPLATE. ANCHOR RODS SHALL NOT BE HAND SET, OR WET SET.
AutoCAD SHX Text 12.
AutoCAD SHX Text ANCHOR RODS AND EMBEDDED ITEMS SHALL BE SET IN ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE SECTION 7.5.
AutoCAD SHX Text 13.
AutoCAD SHX Text WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE.
AutoCAD SHX Text 14.
AutoCAD SHX Text
PROVIDE 3/4" CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
GENERAL STRUCTURAL NOTES (CONT.)
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text
A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
AutoCAD SHX Text
ARCHITECT
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ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text S0.3
AutoCAD SHX Text 217702
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FORT VANCOUVER NATIONAL HISTORIC SITE
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JM
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ME
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KW
AutoCAD SHX Text 137758
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GENERAL STRUCTURAL
AutoCAD SHX Text
RENOVATION OF BLDG #728
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REINFORCING STEEL:
AutoCAD SHX Text 1.
AutoCAD SHX Text REINFORCING STEEL SHALL BE DETAILED, FABRICATED, AND PLACED IN ACCORDANCE TO “ACI 318—BUILDING CODE REQUIREMENTS FOR STRUCTURAL ACI 318—BUILDING CODE REQUIREMENTS FOR STRUCTURAL BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE” AND “ACI 315—MANUAL OF STANDARD PRACTICE FOR DETAILING AND “ACI 315—MANUAL OF STANDARD PRACTICE FOR DETAILING ACI 315—MANUAL OF STANDARD PRACTICE FOR DETAILING MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES.”
AutoCAD SHX Text 2.
AutoCAD SHX Text ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS AND GRADES UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS:
AutoCAD SHX Text A.
AutoCAD SHX Text
SMOOTH WELDED WIRE FABRIC—ASTM A185ASTM A185
AutoCAD SHX Text B.
AutoCAD SHX Text
ALL OTHER REINFORCEMENT—ASTM A615, GRADE 60 ASTM A615, GRADE 60
AutoCAD SHX Text 3.
AutoCAD SHX Text REINFORCING STEEL SHALL BE SECURELY TIED IN-PLACE WITH #16 ANNEALED IRON WIRE. BARS IN BEAMS, SLABS, AND FOUNDATIONS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS, OR APPROVED METAL CHAIRS, AS SPECIFIED BY THE “CRSI MANUAL OF STANDARD PRACTICE,” MSP-1. CRSI MANUAL OF STANDARD PRACTICE,” MSP-1. MSP-1.
AutoCAD SHX Text 4.
AutoCAD SHX Text ALL REINFORCEMENT SHALL BE FREE OF LOOSE MILL AND RUST SCALE, OIL, DIRT, OR COATINGS OF ANY KIND THAT REDUCE THE BOND STRENGTH TO THE CONCRETE.
AutoCAD SHX Text 5.
AutoCAD SHX Text REINFORCEMENT STEEL SHALL NOT BE DISPLACED OR ALTERED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE CONTRACTING OFFICER.
AutoCAD SHX Text 6.
AutoCAD SHX Text WET SETTING” OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND OF REINFORCING STEEL, ANCHOR RODS, EMBEDDED PLATES AND INSERTS IS NOT PERMITTED.
AutoCAD SHX Text 7.
AutoCAD SHX Text ALL REINFORCEMENT SHALL BE CONTINUOUS WITH ADEQUATE LAP LENGTHS AT SPLICE LOCATIONS.
AutoCAD SHX Text 8.
AutoCAD SHX Text THE FOLLOWING MINIMUM LAP SPLICE LENGTHS SHALL BE PROVIDED FOR ALL REINFORCING STEEL:
AutoCAD SHX Text
TYPICAL LAP SPLICE SCHEDULE (IN)
AutoCAD SHX Text
BAR SIZE
AutoCAD SHX Text
3,000 PSI
AutoCAD SHX Text
4,000 PSI
AutoCAD SHX Text
5,000 PSI
AutoCAD SHX Text
TOP BARS
AutoCAD SHX Text
OTHER BARS
AutoCAD SHX Text
TOP BARS
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OTHER BARS
AutoCAD SHX Text
TOP BARS
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AutoCAD SHX Text A.
AutoCAD SHX Text FOR CENTER-TO-CENTER SPACING LESS THAN FOUR TIMES THE BAR DIAMETER, MULTIPLY THE ABOVE VALUES BY A FACTOR OF 1.4.
AutoCAD SHX Text B.
AutoCAD SHX Text TABLE VALUES APPLY FOR CLEAR COVER GREATER THAN OR EQUAL TO 1-1/2". CONTACT CONTRACTING OFFICER IF CONDITIONS VARY.
AutoCAD SHX Text C.
AutoCAD SHX Text
TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR.
AutoCAD SHX Text D.
AutoCAD SHX Text
VALUES ARE FOR UNCOATED BARS.
AutoCAD SHX Text 9.
AutoCAD SHX Text THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR ALL REINFORCING STEEL:
AutoCAD SHX Text
MINIMUM CONCRETE COVER (CAST-IN-PLACE)
AutoCAD SHX Text
USE
AutoCAD SHX Text
COVER
AutoCAD SHX Text
SLAB-ON-GRADE BARS
AutoCAD SHX Text
PLACE BARS AT MID-DEPTH OF SLAB
AutoCAD SHX Text
CONCRETE CAST AGAINST EARTH
AutoCAD SHX Text 3"
AutoCAD SHX Text 10.
AutoCAD SHX Text PROVIDE HOOKED FOOTING DOWELS OF THE SAME SIZE AND SPACING AS THE VERTICAL WALL REINFORCEMENT. LAP SPLICE DOWELS TO THE VERTICAL WALL REINFORCEMENT AND TERMINATE WITH STANDARD 90 DEGREE HOOK INTO THE FOOTING WITH A MINIMUM 6” EMBEDMENT BELOW THE TOP OF FOOTING.EMBEDMENT BELOW THE TOP OF FOOTING.
AutoCAD SHX Text
CONCRETE ACCESSORIES:
AutoCAD SHX Text 1.
AutoCAD SHX Text HEADED SHEAR STUDS SHALL BE NELSON HEADED ANCHORS WITH FLUXED ENDS (ICC ESR-2856) OR APPROVED EQUAL.
AutoCAD SHX Text 2.
AutoCAD SHX Text HEADED SHEAR STUDS AND DEFORMED BAR ANCHORS SHALL BE AUTOMATICALLY END-WELDED WITH THE MANUFACTURER’S STANDARD EQUIPMENT AND IN ACCORDANCE S STANDARD EQUIPMENT AND IN ACCORDANCE WITH THE ASSOCIATED ICC REPORTS.
AutoCAD SHX Text 3.
AutoCAD SHX Text PERMANENTLY EXPOSED EMBEDDED PLATES AND ANGLES SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION. EMBEDDED ITEMS SHALL NOT BE LOADED, NOR SHALL WELDS BE APPLIED, FOR A MINIMUM OF 7-DAYS AFTER CASTING OF CONCRETE.
AutoCAD SHX Text 4.
AutoCAD SHX Text
APPROVED POST-INSTALLED ANCHORS ARE AS FOLLOWS:
AutoCAD SHX Text
APPROVED POST-INSTALLED CONCRETE ANCHORS
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
ANCHOR
AutoCAD SHX Text
ICC REPORT
AutoCAD SHX Text
CONCRETE SCREW
AutoCAD SHX Text
SIMPSON TITEN HD
AutoCAD SHX Text
ICC ESR-2713
AutoCAD SHX Text
HILTI KWIK HUS-EZ
AutoCAD SHX Text
ICC ESR-3027
AutoCAD SHX Text
EPOXY ADHESIVE
AutoCAD SHX Text
SIMPSON AT-XP
AutoCAD SHX Text
ICC ESR-2508
AutoCAD SHX Text
HILTI HIT-RE 500SD
AutoCAD SHX Text
ICC ESR-2322
AutoCAD SHX Text
EXPANSION
AutoCAD SHX Text
SIMPSON STRONG-BOLT II
AutoCAD SHX Text
ICC ESR-3037
AutoCAD SHX Text
HILTI KWIK BOLT TZ
AutoCAD SHX Text
ICC ESR-1917
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text A.
AutoCAD SHX Text ALL ANCHORS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE APPLICABLE ICC REPORT.
AutoCAD SHX Text B.
AutoCAD SHX Text REINFORCEMENT SHALL NOT BE CUT IN NEW, OR EXISTING CONCRETE DURING INSTALLATION OF POST-INSTALLED ANCHORS.
AutoCAD SHX Text C.
AutoCAD SHX Text ANCHORS THAT ARE LEFT EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, OR HOT-DIPPED GALVANIZED.
kyle Text Box 05/26/17 kyle Text Box kyle
SAWN FRAMING LUMBER:
AutoCAD SHX Text 1.
AutoCAD SHX Text SAWN LUMBER SHALL CONFORM TO THE WEST COAST LUMBER INSPECTION BUREAU (WCLIB) OR THE WESTERN WOODS PRODUCTS ASSOCIATION (WWPA) GRADING RULES.
AutoCAD SHX Text 2.
AutoCAD SHX Text
UNLESS NOTED OTHERWISE, ALL LUMBER SHALL BE THE SPECIES AND GRADES AS FOLLOWS:
AutoCAD SHX Text
SAWN LUMBER
AutoCAD SHX Text
USE
AutoCAD SHX Text
SPECIES/GRADE
AutoCAD SHX Text Fb (PSI)--BASE VALUE
AutoCAD SHX Text
LUMBER 2" TO 4" THICK
AutoCAD SHX Text
DOUGLAS FIR-LARCH NO.2
AutoCAD SHX Text
AutoCAD SHX Text BEAMS 5"x5" AND GREATER
AutoCAD SHX Text
DOUGLAS FIR-LARCH NO.1
AutoCAD SHX Text
AutoCAD SHX Text
POSTS
AutoCAD SHX Text
DOUGLAS FIR-LARCH NO.1
AutoCAD SHX Text
AutoCAD SHX Text
T&G DECKING
AutoCAD SHX Text
DOUGLAS FIR LARCH SELECT DEX
AutoCAD SHX Text
AutoCAD SHX Text 3.
AutoCAD SHX Text ALL DIMENSIONAL LUMBER AND TIMBERS SHALL BE KILN DRIED AND CERTIFIED IN WRITING BY THE SUPPLIER TO BE LESS THAN 19% MOISTURE CONTENT.
AutoCAD SHX Text 4.
AutoCAD SHX Text ALL LUMBER IN CONTACT WITH CONCRETE OR CMU SHALL BE PRESERVATIVE TREATED (PT) PER THE AMERICAN WOOD PRESERVERS BUREAU (AWPB) UNLESS AN APPROVED MOISTURE BARRIER IS PROVIDED. ALL PT LUMBER SHALL BEAR THE AWPB QUALITY MARK.
AutoCAD SHX Text 5.
AutoCAD SHX Text CUTTING AND NOTCHING OF JOISTS AND STUDS SHALL CONFORM TO IBC SECTIONS 2308.8.2, 2308.9.10, 2308.10.4.2 AND THE LIMITATIONS AS NOTED ON THE STRUCTURAL DRAWINGS.
AutoCAD SHX Text 6.
AutoCAD SHX Text PROVIDE SOLID LINES OF BLOCKING, SAME DEPTH OF FRAMING MEMBER, AT ALL BEARING POINTS.
AutoCAD SHX Text 7.
AutoCAD SHX Text JOIST BRIDGING SHALL BE REQUIRED WHERE JOISTS HAVE A DEPTH-TO THICKNESS RATIO GREATER THAN 5-TO-1 AND WHERE ONE EDGE IS UNSUPPORTED. JOIST BRIDGING SHALL BE SPACED AT 8'-0" ON CENTER MAXIMUM.
AutoCAD SHX Text
WOOD STRUCTURAL PANEL SHEATHING:
AutoCAD SHX Text 1.
AutoCAD SHX Text WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE "U.S. PRODUCT STANDARD PS 1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD," THE "U.S. PRODUCT STANDARD PS 2 PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL USE PANELS," OR THE "APA PRP-108 PERFORMANCE STANDARDS."
AutoCAD SHX Text 2.
AutoCAD SHX Text UNLESS NOTED OTHERWISE ON THE DRAWINGS, ALL PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING AS FOLLOWS:
AutoCAD SHX Text
WOOD STRUCTURAL PANEL SHEATHING
AutoCAD SHX Text
USE
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THICKNESS/RATING
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ROOF SHEATHING
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15/32"-INDEX 32/16
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FLOOR SHEATHING
AutoCAD SHX Text
7/8"-INDEX 60/32
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WALL SHEATHING
AutoCAD SHX Text
15/32"-INDEX 32/16
AutoCAD SHX Text 3.
AutoCAD SHX Text ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS SHALL BE STAGGERED.
AutoCAD SHX Text 4.
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ROOF SHEATHING SHALL BE BLOCKED, OR HAVE EDGES SUPPORTED BY PLYCLIPS.
AutoCAD SHX Text 5.
AutoCAD SHX Text FLOOR SHEATHING PANELS SHALL BE FIELD GLUED TO THE FRAMING USING ADHESIVES MEETING THE APA SPECIFICATION AFG-01 OR ASTM D3498. TONGUE AND GROOVE PANELS SHALL ALSO BE GLUED AT THE T&G JOINT.
AutoCAD SHX Text 6.
AutoCAD SHX Text SHEAR WALL SHEATHING SHALL BE PLYWOOD OR OSB PANELS CONFORMING TO THE REQUIREMENTS FOR ITS TYPE SPECIFIED IN DOC PS1 OR PS2.
AutoCAD SHX Text 7.
AutoCAD SHX Text SHEAR WALL SHEATHING SHALL BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY AND BE BLOCKED AT ALL PANEL EDGES. SHEET SIZES SHALL BE 4'x8' UNLESS AT BOUNDARIES OR FRAMING CHANGES. REFERENCE PLANS FOR ADDITIONAL REQUIREMENTS.
AutoCAD SHX Text
NAILING AND FASTENERS:
AutoCAD SHX Text 1.
AutoCAD SHX Text ALL FRAMING NAILS SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS AND CONFORM TO THE "STANDARD SPECIFICATION OF DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES" (ASTM F1667) AND "POWER-DRIVEN STAPLES AND NAILS FOR USE IN ALL TYPES OF BUILDING CONSTRUCTION" (NER 272).
AutoCAD SHX Text 2.
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NAILING NOT SHOWN SHALL BE AS INDICATED ON IBC TABLE 2304.9.1, OR NER-272.
AutoCAD SHX Text 3.
AutoCAD SHX Text NAILS SHALL BE IDENTIFIED BY LABELS ATTACHED TO THEIR CONTAINERS, THAT SHOW THE MANUFACTURER'S NAME, NAIL SHANK DIAMETER, AND LENGTH.
AutoCAD SHX Text 4.
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NAIL SIZES SHALL BE AS FOLLOWS:
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FRAMING NAILS
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NAIL TYPE
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SHANK DIAMETER (IN)
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MINIMUM PENETRATION INTO FRAMING MEMBER (IN)
AutoCAD SHX Text 6d
AutoCAD SHX Text 0.113
AutoCAD SHX Text 1.25
AutoCAD SHX Text 8d
AutoCAD SHX Text 0.131
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AutoCAD SHX Text 0.148
AutoCAD SHX Text 1.625
AutoCAD SHX Text 12d
AutoCAD SHX Text 0.148
AutoCAD SHX Text 1.625
AutoCAD SHX Text 16d
AutoCAD SHX Text 0.148
AutoCAD SHX Text 1.625
AutoCAD SHX Text 5.
AutoCAD SHX Text UNLESS OTHERWISE NOTED ON PLANS, PLYWOOD SHEATHING SHALL BE ATTACHED TO THE FRAMING SUPPORTS AS FOLLOWS:
AutoCAD SHX Text
SHEATHING NAILING
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USE
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PANEL EDGES
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INTERMEDIATE FRAMING MEMBERS
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ROOF SHEATHING
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0.131" DIA @ 6" OC
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0.131" DIA @ 12" OC
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FLOOR SHEATHING
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0.148" DIA @ 6" OC
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0.148" DIA @ 12" OC
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WALL SHEATHING
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0.131" DIA @ 6" OC
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0.131" DIA @ 12" OC
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AutoCAD SHX Text A.
AutoCAD SHX Text ALL NAILS SHALL BE COMMON NAILS EXCEPT RING SHANKS SHALL BE USED FOR FASTENING ROOF SHEATHING.
AutoCAD SHX Text 6.
AutoCAD SHX Text BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1-1981. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. ALL A307 BOLTS SHALL HAVE CUT THREADS.
AutoCAD SHX Text 7.
AutoCAD SHX Text PRE-DRILL HOLES FOR LAG BOLTS. SOAP THREADS OF LAGS IMMEDIATELY PRIOR TO INSTALLATION.
AutoCAD SHX Text 8.
AutoCAD SHX Text JOIST HANGERS, HOLDOWNS, AND OTHER FRAMING ACESSORIES SHALL BE MANUFACTURED BY SIMPSON STRONG TIE (OR AN APPROVED EQUAL) AND BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HARDWARE FASTENERS SHALL BE INSTALLED IN STRICT CONFORMANCE TO THE MANUFACTURER'S REQUIREMENTS. ANY PRODUCT SUBSTITUTIONS TO SIMPSON SHALL MEET OR EXCEED SIMPSON'S PUBLISHED DESIGN CAPACITIES AND MUST HAVE A CURRENT ICC EVALUATION REPORT FOR THE APPLICABLE CODES.
AutoCAD SHX Text 9.
AutoCAD SHX Text HANGERS NOT SHOWN SHALL BE SIMPSON U-TYPE, OR B-TYPE OF THE SIZE RECOMMENDED FOR THE SPECIFIC FRAMING MEMBER SHOWN ON PLAN.
AutoCAD SHX Text 10.
AutoCAD SHX Text FASTENERS IN CONTACT WITH PRESERVATIVE TREATED, OR FIRE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM.
AutoCAD SHX Text 11.
AutoCAD SHX Text SILLS AT WALLS SHALL BE BOLTED TO CONCRETE WITH 5/8" DIAMETER x 7" EMBED ANCHOR BOLTS AT 4'-0" OC MAXIMUM AND WITHIN 1'-0" OF SILL PLATE ENDS, CORNERS OR SPLICES, UNLESS DETAILED OTHERWISE. WASHERS TO BE MINIMUM 1/4"x3"x3" AS PER IBC 2305.3.11.
AutoCAD SHX Text 12.
AutoCAD SHX Text ALL SILL PLATES AND LEDGERS SHALL BE ANCHORED WITH A MINIMUM OF THREE FASTENERS PER PIECE.
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GLUED LAMINATED MEMBERS:
AutoCAD SHX Text 1.
AutoCAD SHX Text GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH THE "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER" (ANSI A190.1), OR OTHER CODE-APPROVED DESIGN, MANUFACTURING AND QUALITY ASSURANCE PROCEEDURES.
AutoCAD SHX Text 2.
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ADHESIVE SHALL BE WET-USE EXTERIOR WATERPROOF GLUE.
AutoCAD SHX Text 3.
AutoCAD SHX Text EACH MEMBER SHALL BEAR AN AITC OR APA-EWS INDENTIFICATION MARK OR BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE.
AutoCAD SHX Text 4.
AutoCAD SHX Text ONE COAT OF END SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER THE SHOP OR FIELD.
AutoCAD SHX Text 5.
AutoCAD SHX Text NOTCHING AND/OR BORING OF GLUED LAMINATED MEMBERS (EITHER IN THE SHOP, OR FIELD) IS STRICTLY PROHIBITED UNLESS AS SPECIFICALLY DETAILED IN THE STRUCTURAL DRAWINGS OR APPROVED BY THE CONTRACTING OFFICER.
AutoCAD SHX Text 6.
AutoCAD SHX Text GLUED LAMINATED TIMBER BEAMS SHALL BE WESTERN SPECIES WITH THE FOLLOWING STRENGTH PROPERTIES:
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GLUED LAMINATED MEMBERS
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COMBINATION SYMBOL (SPECIES)
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USE
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MODULUS OF ELASTICITY (PSI)
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FLEXURAL STRESS (PSI)
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HORIZONTAL SHEAR STRESS (PSI)
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24F-V4 (DF/DF)
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SIMPLE SPAN
AutoCAD SHX Text 1,800,000
AutoCAD SHX Text 2,400
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24F-V8 (DF/DF)
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CANTILEVERED OR CONTINUOUS
AutoCAD SHX Text 1,800,000
AutoCAD SHX Text 2,400
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AutoCAD SHX Text 7.
AutoCAD SHX Text UNEXPOSED GLULAM MEMBERS SHALL BE OF THE FOLLOWING APPEARANCE GRADE(S), UNLESS OTHERWISE NOTED ON PLANS: FRAMING GRADE.
AutoCAD SHX Text 8.
AutoCAD SHX Text GLULAM MEMBERS NOTED AS "FRR" (FIRE RESISTANCE RATED) SHALL BE LAYED UP WITH ADDITIONAL TENSION LAMINATION(S) AS REQUIRED TO MEET 1 HOUR FIRE RESISTANCE RATING PER IBC 722.6.3.4. THE QUALITY STAMP ON "FRR" BEAMS SHALL INDICATE THAT THE MANUFACTURER HAS MADE THE REQUIRED LAYUP MODIFICATIONS.
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ROOF DECKING:
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AutoCAD SHX Text ALL DECKING SHALL BE KILN-DRIED DOUGLAS FIR LARCH SELECT DEX GRADE CONFORMING TO 1975 GRADING RULE #16 FOR WEST COAST LUMBER.
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DECKING SHALL BE 3" NOMINAL THICKNESS AND SHALL BE SIDE MATCHED.
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DECKING SHALL BE INSTALLED IN A CONTROLLED RANDOM LAY UP PATTERN.
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AutoCAD SHX Text FOR 3" NOMINAL DECKING: AT EACH SUPPORT DECKING SHALL BE TOENAILED WITH ONE 0.225" DIAMETER x 5" NAIL AND FACE NAILED WITH ONE 0.263" DIAMETER x 6" NAIL. COURSES SHALL BE SPIKED TO EACH OTHER WITH 8" SPIKES AT INTERVALS NOT TO EXCEED 30" THROUGH PREDRILLED EDGE HOLES WITH ONE SPIKE AT A DISTANCE NOT EXCEEDING 10" FROM THE END OF EACH PIECE.
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GENERAL STRUCTURAL NOTES (CONT.)
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A/E FIRM
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A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
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ARCHITECT
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ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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FORT VANCOUVER NATIONAL HISTORIC SITE
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JM
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ME
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KW
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NOTES
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GENERAL STRUCTURAL
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RENOVATION OF BLDG #728
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TABLE 1
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REQUIRED GEOTECHNICAL SPECIAL INSPECTIONS
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INSPECTION
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REMARKS
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IBC CODE REFERENCE
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FREQUENCY
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CONTINUOUS
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PERIODIC
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SOILS
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GEOTECHNICAL INVESTIGATIONS
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TABLE 1705.6 1803
AutoCAD SHX Text GEOTECHNICAL INVESTIGATION SHALL INCLUDE ITEMS OF SPECIAL INSPECTION AND TESTING AS NOTED IN TABLE 5 OF THE GUIDELINES
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PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS
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TABLE 1705.6 1803.5.1
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TESTING OF COMPACTED FILL MATERIALS (REFERENCE TABLE 5)
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TABLE 2
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REQUIRED STRUCTURAL SPECIAL INSPECTIONS
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INSPECTION
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REMARKS
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IBC CODE REFERENCE
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FREQUENCY
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CONTINUOUS
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PERIODIC
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CONCRETE
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INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE
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1909.1 TABLE 1705.3
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ACI 318: 3.8.6, 8.1.3, 21.1.8
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AutoCAD SHX Text SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSIONS, HOLE DIMENSIONS, COMPLIANCE WITH DRILL BIT REQUIREMENTS, CLEANLINESS OF THE HOLE AND ANCHOR, ADHESIVE EXPIRATION DATE, ANCHOR/ADHESIVE INSTALLATION, ANCHOR EMBEDMENT, AND TIGHTENING TORQUE
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REINFORCING STEEL
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1705.3 1910.4 1901.3.2
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ACI 318: 3.5 ACI 318: 7.1-7.7
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AutoCAD SHX Text TOLERANCES AND REINFORCING PLACEMENT PER ACI 7.5; SPACING LIMITS FOR REINFORCING ACI 7.6 PROTECTION OF REINFORCEMENT PER ACI 7.7
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VERIFYING USE OF REQUIRED MIX DESIGN(S)
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TABLE 1705.3 1904 1904.2 1910.2 1910.3
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ACI 318: CHAPTER 4 ACI 318: 5.2-5.4
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CONCRETE PLACEMENT
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TABLE 1705.3
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ACI 318: 1.3.2.D ACI 318: 5.9 - 5.10
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VERIFICATION OF FORMWORK
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TABLE 1705.3
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ACI 318: 6.1.1
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AutoCAD SHX Text SPECIAL INSPECTIONS APPLY TO SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED
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WOOD
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FABRICATION OF PREFABRICATED STRUCTURAL ELEMENTS
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REFER TO INSPECTION OF FABRICATOR REQUIREMENTS
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PREFABRICATED WOOD SHEAR PANELS
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1705.5 1704.2.5
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ICC EVALUATION REPORT
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AutoCAD SHX Text SPECIAL INSPECTIONS APPLY TO HOLDOWN ANCHOR SIZE AND PLACEMENT, INCLUDING EMBEDMENT LENGTH, SPACING, AND EDGE DISTANCE
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SPECIAL INSPECTIONS:
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TABLE 5
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REQUIRED TESTING FOR SPECIAL INSPECTIONS
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TESTING
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REMARKS
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IBC CODE REFERENCE
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FREQUENCY
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CONTINUOUS
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PERIODIC
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GEOTECHNICAL
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TESTING OF COMPACTED FILL MATERIALS
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MATERIAL VERIFICATION
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VARIES; CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS
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CONCRETE
AutoCAD SHX Text AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE
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TABLE 1705.3
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ASTM C 172 ASTM C 31 ACI 318: 5.6, 5.8
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AutoCAD SHX Text FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED ONCE EACH DAY FOR A GIVEN CLASS OF CONCRETE, OR LESS THAN ONCE FOR EACH 150 YDS OF CONCRETE, OR LESS THAN ONCE FOR EACH 5,000 FT2 OF SURFACE AREA FOR SLABS/WALLS. ONCE EACH SHIFT FROM IN-PLACE WORK OR FROM TEST PANEL AND MINIMUM ONE SPECIMEN FOR EACH 50 CUBIC YARDS. "PRECONSTRUCTION TESTS AS REQUIRED PER THE BUILDING OFFICIAL."
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CONCRETE STRENGTH
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TABLE 1705.3
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ASTM C39
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CONCRETE SLUMP
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TABLE 1705.3
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ASTM C143
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CONCRETE AIR CONTENT
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ASTM C231
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CONCRETE TEMPERATURE
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ASTM C1064
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TABLE 6
AutoCAD SHX Text REQUIRED SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE (SEISMIC CATEGORIES C, D, E, F)
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INSPECTION
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REMARKS
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IBC CODE REFERENCE
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FREQUENCY
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CONTINUOUS
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PERIODIC
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STRUCTURAL WOOD
AutoCAD SHX Text CONNECTIONS FOR DIAPHRAGM CHORDS, COLLECTORS, BRACING, AND SHEAR WALL ANCHORAGE AND HOLDOWNS
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ALL CONNECTIONS VISUALLY INSPECTED
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FASTENING OF DIAPHRAGM AND SHEAR WALL SHEATHING WITH EDGE NAILING 4"
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AutoCAD SHX Text SPECIAL INSPECTION IS NOT REQUIRED WHEN FASTENER SPACING IS GREATER THAN 4" ON CENTER FOR WOOD SHEAR WALLS, DIAPHRAGMS, NAILING, BUILDING AND OTHER COMPONENTS IN THE SEISMIC FORCE-RESISTING SYSTEM.
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ELECTRICAL COMPONENTS
AutoCAD SHX Text INSTALLATION OF VIBRATION ISOLATION SYSTEMS IN STRUCTURES ASSIGNED TO SDC C, D, E OR F WHERE THE CONSTRUCTION DOCUMENTS REQUIRE A NOMINAL CLEARANCE OF 0.25 INCHES OR LESS BETWEEN THE EQUIPMENT SUPPORT FRAME AND RESTRAINT
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AutoCAD SHX Text INSTALLATION OF OTHER SEISMIC SUPPORTS FOR DESIGNATED ELECTRICAL SYSTEMS AND THEIR COMPONENTS
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TABLE 8
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REQUIRED SPECIAL INSPECTIONS FOR WIND RESISTANCE
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INSPECTION
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REMARKS
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IBC CODE REFERENCE
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FREQUENCY
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CONTINUOUS
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PERIODIC
AutoCAD SHX Text NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS WITHIN THE MAIN WINDFORCE-RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES AND HOLD-DOWNS
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AutoCAD SHX Text SPECIAL INSPECTIONS ARE NOT REQUIRED FOR WOOD SHEAR WALLS AND DIAPHRAGMS WHERE THE FASTENER SPACING IS MORE THAN 4 INCHES ON CENTER OR FOR COLD-FORMED CONSTRUCTION WHERE THE SHEATHING IS GYPSUM BOARD, FIBERBOARD, OR WOOD STRUCTURAL PANEL OR STEEL SHEET ON ONE SIDE ONLY AND FASTENER SPACING IS MORE THAN 4" O.C.
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ROOF CLADDING AND WALL CLADDING
AutoCAD SHX Text 1705.10.3
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A/E FIRM
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A/E FIRM
AutoCAD SHX Text and Interiors
AutoCAD SHX Text Portland, Oregon
AutoCAD SHX Text FFA Architecture
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ARCHITECT
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ENGINEER
AutoCAD SHX Text FROELICH ENGINEERS, INC. Portland, Oregon
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text S0.5
AutoCAD SHX Text 217702
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FORT VANCOUVER NATIONAL HISTORIC SITE
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JM
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ME
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KW
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SPECIAL INSPECTIONS
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RENOVATION OF BLDG #728
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C
B
B
C
C
B
B
B
C
C
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AutoCAD SHX Text A
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AutoCAD SHX Text S5.1
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(E) 7"x7" BUILT-UP POSTS @ 12'-0" OC, TYP
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TYP
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TYP
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(E) BUILT-UP BEAM, TYP
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(E) CONC PIER, TYP
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(N) 8" CONC STEM WALL W/ 3'-0" W x 1'-0" THICK CONC FTG, TYP AT ALL (N) SHEAR WALLS
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(E) STEM WALL W/ CONT STRIP FTG, TYP AT PERIMETER
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(E) 2x10 @ 16" OC
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(E) 2x8 @ 16" OC
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(E) 2x10 @ 16" OC
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TYP
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(E) 7"x7" BUILT-UP POSTS @ 12'-0" OC, TYP
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(E) CONC VAULT
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(E) HOLLOW CLAY TILE WALLS
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(E) SOG
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(E) CRAWL SPACE
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TYP
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TYP
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LEGEND:
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INDICATES (E) WOOD POST.
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INDICATES (N) WOOD POST.
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INDICATES (E) WOOD FLOOR FRAMING.
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INDICATES (E) FOUNDATION.
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INDICATES (N) FOUNDATION.
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INDICATES (E) WOOD FRAMED WALL.
AutoCAD SHX Text INDICATES (N) 2x WOOD SHEAR WALL W/ 15/32" PLYWOOD SHEATHING ONE SIDE. REF 1, 2/S7.2. EXTENT OF TRANSVERSE WALLS FROM FIRST FLOOR TO UNDERSIDE OF (E) ROOF TRUSS. EXTENT OF LONGITUDINAL WALLS FROM FIRST FLOOR TO UNDERSIDE OF ROOF SHEATHING.
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INDICATES SHEAR WALL TYPE REF 1, 2/S7.2.
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INDICATES HOLDOWN TYPE REF 1/S7.3.
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(E) WOOD FRAMED DECK AND (N) STAIR AND RAILINGS
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(E) CONC SLAB ON GRADE
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(N) CONC SLAB ON GRADE/RAMP
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AutoCAD SHX Text S1.3
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FOUNDATION PLAN NOTES
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VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL DRAWINGS.
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AutoCAD SHX Text DETAILS ON THESE PLANS ARE INTENDED TO DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE CONTRACTING OFFICER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING.
AutoCAD SHX Text C
AutoCAD SHX Text REFERENCE THE ARCHITECTURAL DRAWINGS FOR TOP OF SLAB ELEVATIONS AND LOCATIONS WHERE CHANGES…
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