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SPECIAL INSPECTION
<br />ABBREVIATIONS
<br />DESIGN CRITERIA
<br />1. GOVERNING BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE
<br />AMMENDMENTS
<br />2. RISK CATEGORY........................................................................... [I
<br />3. SEISMIC
<br />0.2 SEC. SPECTRAL RESPONSE ACCELERATION (Ss) .................................... 1.368
<br />1.0 SEC. SPECTRAL RESPONSE ACCELERATION (S1).................................... 0,435
<br />DESIGN SPECTRAL ACCELERATION (SDS) ....................... 1.094
<br />DESIGN SPECTRAL ACCELERATION (SD1)............................................... 0.532
<br />SITE CLASSIFICATION ................................... ............................. D
<br />SEISMIC DESIGN CATEGORY ............................................................... D
<br />IMPORTANCE FACTOR ............ ................. ............. .......
<br />:... 1
<br />GENERAL
<br />1. THE PROJECT SPECIFICATIONS, DRAWINGS, STANDARD DETAILS, DETAILS IN THE DRAWINGS, AND THE
<br />STRUCTURAL NOTES ARE TO BE COMPLEMENTARY. IN THE CASE OF AN INCONSISTENCE NOT CLARIFIED
<br />BY THE DESIGNER OF RECORD THE MOST STRINGENT, HIGHEST QUALITY AND BEST QUALITY PROVISIONS
<br />SHALL BE PROVIDED.
<br />2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. THE ARCHITECT SHALL BE
<br />NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.DO NOT SCALE DRAWINGS; COORDINATE
<br />DIMENSIONS WITH ARCHITECTURAL DRAWINGS.
<br />3. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE
<br />INTERNATIONAL BUILDING CODE WITH AMENDMENTS.
<br />4. SEE ARCHITECTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO THE FOLLOWING:
<br />A. SIZE AND LOCATION OF ALL OPENINGS, EXCEPT AS NOTED.
<br />B. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NONBEARING WALLS
<br />C. SIZE AND LOCATION OF ALL CONCRETE CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS,
<br />CHANGES IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC.
<br />D. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS, EXCEPT AS SHOWN.
<br />E. FLOOR AND ROOF FINISHES.
<br />F. STAIR FRAMING AND DETAILS, EXCEPT AS SHOWN.
<br />G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.
<br />5. SEE CONSTRUCTION DOCUMENTS FOR THE FOLLOWING, INCLUDING BUT NOT LIMITED TO:
<br />A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR
<br />NOTED.
<br />B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
<br />C. CONCRETE INSERTS FOR FIXTURES.
<br />D. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />E. SEISMIC BRACING REQUIREMENTS.
<br />6. METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE
<br />CONTRACTOR, THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE
<br />THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION.
<br />7. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE.
<br />THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
<br />MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND VISITORS DURING CONSTRUCTION.
<br />SUCH MEASURE SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION
<br />LOADS, ETC. VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE REVIEW OF THE
<br />ABOVE ITEMS.
<br />S. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL ELEMENTS UNLESS SPECIFICALLY
<br />DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER.
<br />9. CONSTRUCTION LOAD (MATERIAL AND EQUIPMENT) SHALL NOT EXCEED THE DESIGN LIVE LOAD PER
<br />SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/ OR BRACING WHERE STRUCTURES HAVE NOT
<br />ATTAINED DESIGN STRENGTH.
<br />10. WHEN A DETAIL IS IDENTIFIED, THE CONTRACTOR SHALL APPLY THIS DETAIL. IN ESTIMATING AND
<br />CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS MADE IN EVERY
<br />INSTANCE.
<br />11. ANY REFERENCES TO THE RECOMMENDATIONS, GUIDELINES, OR REQUIREMENTS IN NATIONAL
<br />PUBLICATIONS, SUCH AS BUT NOT LIMITED TO ASCE, ASTM, IBC, ACI, AISC, NDS, OR AWS, IN THE
<br />CONSTRUCTION DOCUMENTS SHALL BE FOLLOWED AS IF THEY ARE SPECIFICALLY MANDATED.
<br />POST -INSTALLED ANCHORS
<br />INSPECTIONIN ACCORDANCE WITH IBC CHAPTER 17, THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL
<br />INSPECTION. SEE THE SPECIFICATIONS AND DRAWINGS FOR ADDITIONAL REQUIREMENTS FOR
<br />AND TESTING. SPECIAL INSPECTION SHALL BE PAID FOR AND PROVIDED
<br />OWNER.
<br />FREQUENCY
<br />I
<br />U)
<br />-
<br />O
<br />' z
<br />p
<br />O
<br />[
<br />z
<br />wO
<br />MATERIAL
<br />— TASK
<br />�T
<br />RESPONSIBLE FIRM
<br />BOLTS INSTALLED IN CONCRETE
<br />INSP
<br />SPECIAL INSPECTOR
<br />l
<br />REINFORCED CONCRETE
<br />_
<br />INSP
<br />-
<br />INSPECTOR
<br />PLACEMENT
<br />fSPECIAL
<br />C
<br />E
<br />ADHESIVE ANCHORS
<br />INSP
<br />-
<br />SPECIAL INSPECTOR
<br />CONCRETE
<br />EXPANSION ANCHORS
<br />-
<br />INSP
<br />SPECIAL INSPECTOR
<br />SPECIFIED CURING TECHNIQUES
<br />-
<br />INSP
<br />SPECIAL INSPECTOR
<br />CONCRETE MATERIALS
<br />-
<br />TEST
<br />TESTING LAB_
<br />NOTES:
<br />FIELDI SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP WELDING SHALL MATCA TRE
<br />REQUIREMENTS FOR FABRICATION AND FIELD WELDING UNLESS SHOP
<br />SECTIONCERTIFICATION DOCUMENTS ARE REVIEWED AND ACCEPTED BY THE OWNER. IF
<br />APPROVED BY THE OWNER, SPECIAL INSPECTION OF SHOP FABRICATION AND SHOP
<br />WELDING SHALL NOT BE REQUIRED FOR CERTIFIED FABRICATORS AS REQUIRED BY THE
<br />STRUCTURAL STEEL OF GENERAL STRUCTURAL NOTES..
<br />INDEPENDENTCOMPLETE-PENETRATION WELDS ARE REQUIRED TO BE ULTRASONICALLY TESTED BYAN
<br />2. CONTINUOUS INSPECTIONR D FOR WELDING OF _
<br />FLEXURAL & AXIAL FORCES IN INTERMEDIATE & SPECIAL MOMENT
<br />BOUNDARY
<br />ELEMENTS OF SPECIALRA •CONCRETE, & .. REINFORCEMENT,
<br />PERIODIC INSPECTION IS ACCEPTABLE FOR WELDING OF OTHER REINFORCING STEEL.
<br />@
<br />AT
<br />JST
<br />JOIST
<br />AB
<br />ANCHOR BOLT
<br />K
<br />KIPS
<br />ACI
<br />AMERICAN CONCRETE INSTITUTE
<br />KSF
<br />KIPS PER SQUARE FOOT
<br />ADD'L
<br />ADDITIONAL
<br />KSI
<br />KIPS PER SQUARE INCH
<br />AESS
<br />ARCHITECTURALLY EXPOSED
<br />L
<br />ANGLE
<br />STRUCTURALSTEEL
<br />AFF
<br />ABOVE FINISH FLOOR
<br />LL
<br />LIVE LOAD
<br />AISC
<br />AMERICAN INSTITUTE OF STEEL
<br />LLH
<br />LONG LEG HORIZONTAL
<br />CONSTRUCTION
<br />ALT
<br />ALTERNATE
<br />LLV
<br />LONG LEG VERTICAL
<br />APPROX
<br />APPROXIMATE
<br />LONG
<br />LONGITUDINAL
<br />ARCH
<br />ARCHITECTURAL)
<br />LSL
<br />LAMINATED STRAND LUMBER
<br />AIR
<br />ALL -THREAD ROD
<br />LVL
<br />LAMINATED VENEER LUMBER
<br />B/
<br />BOTTOM OF
<br />MAS
<br />MASONRY
<br />BE
<br />BOUNDARY ELEMENT
<br />MATL
<br />MATERIAL
<br />BLDG
<br />BUILDING
<br />MAX
<br />MAXIMUM
<br />BLKG
<br />BLOCKING
<br />MB
<br />MACHINE BOLT
<br />BM
<br />BEAM
<br />MECH
<br />MECHANICAL
<br />BN
<br />BOUNDARY NAILING)
<br />MFR
<br />MANUFACTURER
<br />BOTT
<br />BOTTOM
<br />MIN
<br />MINIMUM
<br />BRG
<br />BEARING
<br />MISC
<br />MISCELLANEOUS
<br />BTWN
<br />BETWEEN
<br />MTL
<br />METAL
<br />CFS
<br />COLD FORMED STEEL
<br />(N)
<br />NEW
<br />CIP
<br />CAST -IN -PLACE
<br />NIC
<br />NOT IN CONTRACT
<br />CJ
<br />CONTROL JOINT
<br />NO. / ##
<br />NUMBER
<br />CL /
<br />CENTER LINE
<br />NOM
<br />NOMINAL
<br />CLR
<br />CLEAR
<br />INS
<br />NEAR SIDE
<br />CMU
<br />CONCRETE MASONRY UNIT
<br />N T E
<br />NOT TO EXCEED
<br />COL
<br />COLUMN
<br />NTS
<br />NOT TO SCALE
<br />CONC
<br />CONCRETE
<br />OC
<br />ON CENTER
<br />CONN
<br />CONNECTION
<br />OD
<br />OUTSIDE DIAMETER
<br />CONS T JOINT
<br />CONSTRUCTION JOINT
<br />OF / OSF
<br />OUTSIDE FACE
<br />CONT
<br />CONTINUOUS
<br />OH
<br />OPPOSITE HAND
<br />COORD
<br />COORDINATE
<br />OPNG
<br />OPENING
<br />CTR/CNTR
<br />CENTER
<br />OPP
<br />OPPOSITE
<br />d
<br />PENNY (NAILS)
<br />OWWJ
<br />OPEN WEB WOOD JOIST
<br />DBA
<br />DEFORMED BAR ANCHOR
<br />PDA
<br />POWDER DRIVEN ANCHOR
<br />DBL
<br />DOUBLE
<br />Pi
<br />PANEL JOINT
<br />DC
<br />DEMAND CRITICAL WELD
<br />PL
<br />PLATE
<br />DET / DTL
<br />DETAIL
<br />PLB
<br />PARALLAM BEAM
<br />DFL
<br />DOUGLAS FIR/I ARCH
<br />PLYWD / PLY
<br />PLYWOOD
<br />DIA / O
<br />DIAMETER
<br />PNL
<br />PANEL
<br />DIAPH
<br />DIAPHRAGM
<br />PS
<br />POUR STRIP
<br />DIM
<br />DIMENSION
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />DL
<br />DEAD LOAD
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />DWG
<br />DRAWING
<br />PSL
<br />PARALLEL STRAND LUMBER
<br />E/
<br />EDGE OF
<br />PT
<br />PRESSURE TREATED
<br />EA
<br />EACH
<br />REF
<br />REFERENCE
<br />EF
<br />EACH FACE
<br />Ill
<br />REINFORCING
<br />EIFS
<br />EXTERIOR INSULATED FINISH...
<br />REQ / REQ'D
<br />REQUIRED
<br />ELECT
<br />ELECTRICAL
<br />REV
<br />REVISION
<br />ELEV
<br />ELEVATION
<br />SCHED
<br />SCHEDULE
<br />EN
<br />EDGE NAILING)
<br />SFRS
<br />SEISMIC FORCE RESISTING SYSTEM
<br />ENGR
<br />ENGINEER
<br />SHTG / SHT'G
<br />SHEATHING
<br />EQ
<br />EQUAL
<br />SIM
<br />SIMILAR
<br />ES
<br />EACH SIDE
<br />SLRS
<br />SEISMIC LOAD RESISTIVE SYSTEM
<br />EW
<br />EACH WAY
<br />SLV
<br />SHORT LEG VERTICAL
<br />EXIST / (E)
<br />EXISTING
<br />SMS
<br />SHEET METAL SCREW
<br />EXP JT / EJ
<br />EXPANSION JOINT
<br />SOG
<br />SLAB ON GRADE
<br />EXT
<br />EXTERIOR
<br />SP
<br />SPACE (D)(S)
<br />F/
<br />FACE OF
<br />SPEC(S)
<br />SPECIFICATION
<br />FB
<br />FLAT BAR
<br />STAGG
<br />STAGGERED
<br />FIN
<br />FINISH(ED)
<br />STD
<br />STANDARD
<br />FLR
<br />FLOOR
<br />STIFF
<br />STIFFENER
<br />FND
<br />FOUNDATION
<br />T&B
<br />TOP & BOTTOM
<br />FOW
<br />FACE OF WALL
<br />T/
<br />TOP OF
<br />FS
<br />FAR SIDE
<br />I HK
<br />THICK/THICKNESS
<br />FT
<br />FEET/FOOT
<br />TL
<br />TOTALLOAD
<br />FTG
<br />FOOTING
<br />TN
<br />TOE NAIL
<br />GA
<br />GAUGE
<br />TRANS/TRANSV
<br />TRANSVERSE
<br />GALV
<br />GALVANIZED
<br />TS
<br />TUBE STEEL
<br />GLB
<br />GLULAM BEAM
<br />T YP
<br />TYPICAL
<br />HCM
<br />HOLLOW CLAY MASONRY
<br />UON i UNO
<br />UNLESS OTHERWISE NOTED
<br />HDR
<br />HEADER
<br />VERT
<br />VERTICAL
<br />HORIZ
<br />HORIZONTAL
<br />W/
<br />WITH
<br />HVAC
<br />HEATING, VENTILATION, & AIR
<br />W/O
<br />WITHOUT
<br />CONDITIONING
<br />HWS
<br />HEADED WELD STUD
<br />WD
<br />WOOD
<br />IBC
<br />INTERNATIONAL BUILDING CODE
<br />WF
<br />WIDE FLANGE BEAM
<br />ID
<br />INSIDE DIAMETER
<br />WP
<br />WORK POINT
<br />IF
<br />INSIDE FACE
<br />WWF
<br />WELDED WIRE FABRIC
<br />INSP
<br />INSPECTION / INSPECTOR
<br />INT
<br />INTERIOR
<br />g
<br />a 20
<br />Architecture
<br />? is Interiors
<br />d
<br />Planning Engineering
<br />r VIA 1�4 .
<br />MACKENZIE
<br />2019 ALL RIGHTS RESERVED
<br />THESE DRAWINGS ARE THE PROPERTY OF
<br />MACKENZIE AND ARE NOT TO BE USED
<br />OR REPRODUCED IN ANY MANNER,
<br />WITHOUT PRIOR WRITTEN PERMISSION
<br />Revision Schedule
<br />Revision Delta Issue Date
<br />DRAWN BY: KAR
<br />CHECKED BY: CKN
<br />SHEET
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