|
STRUCTURAL ABBREVIATIONS
<br />& — AND
<br />@ — AT
<br />°, DEG — DEGREE
<br />0, DIA — DIAMETER
<br />(E), EXIST — EXISTING
<br />NO
<br />— NUMBER
<br />LB
<br />— POUND
<br />AB
<br />— ANCHOR BOLT
<br />ABV
<br />— ABOVE
<br />ADDL
<br />— ADDITIONAL
<br />ADH
<br />— ADHESIVE
<br />ADJ
<br />— ADJACENT
<br />AFS
<br />— ABOVE FINISHED SLAB
<br />ALT
<br />— ALTERNATE
<br />ALUM
<br />— ALUMINUM
<br />APPROX
<br />— APPROXIMATE
<br />AR
<br />— AS REQUIRED
<br />ARCH
<br />— ARCHITECTURAL
<br />ASPH
<br />— ASPHALT
<br />ASSY ---
<br />ASSEMBLY
<br />B PL
<br />— BASE PLATE
<br />BLDG
<br />— BUILDING
<br />BLKG
<br />— BLOCKING
<br />BLW
<br />— BELOW
<br />BM(S)
<br />— BEAM(S)
<br />BO xxx
<br />— BOTTOM OF xxx
<br />BOT
<br />— BOTTOM
<br />BRB
<br />— BUCKLING RESTRAINED BRACE
<br />BRG
<br />— BEARING
<br />BS
<br />— BOTH SIDES
<br />BTWN
<br />— BETWEEN
<br />C
<br />— CHANNEL
<br />CANT
<br />— CANTILEVER
<br />CDF
<br />— CONTROLLED DENSITY FILL
<br />CEM PLAS
<br />— CEMENT PLASTER
<br />CIP
<br />— CAST —IN —PLACE
<br />CJ
<br />— CONSTRUCTION JOINT/CONTROL JOINT
<br />CJP
<br />— COMPLETE JOINT PENETRATION WELD
<br />CL
<br />— CENTER LINE
<br />CLR
<br />— CLEAR(ANCE)
<br />CMU
<br />— CONCRETE MASONRY UNIT
<br />COL
<br />— COLUMN
<br />CONC
<br />— CONCRETE
<br />CONN
<br />— CONNECT(ION)
<br />CONSTR
<br />— CONSTRUCTION
<br />CONT
<br />— CONTINUOUS
<br />CONTR ---
<br />CONTRACTOR
<br />COORD
<br />— COORDINATE
<br />CSK
<br />— COUNTER SUNK
<br />CTR
<br />— CENTER(ED)
<br />D
<br />— DEPTH/DEEP
<br />DC
<br />— DEMAND CRITICAL
<br />DBI
<br />— DOUBLE
<br />DEG
<br />— DEGREE
<br />DEMO
<br />— DEMOLITION
<br />DET
<br />— DETAIL
<br />DIA
<br />— DIAMETER
<br />DIAL
<br />— DIAGONAL/DIAGRAM
<br />DIM
<br />— DIMENSION
<br />DIR —
<br />DIRECTION
<br />DIST
<br />— DISTANCE
<br />DN
<br />— DOWN
<br />DWG
<br />— DRAWING
<br />DWL
<br />— DOWEL
<br />EA
<br />— EACH
<br />EF
<br />— EACH FACE
<br />EJ
<br />— EXPANSION JOINT
<br />EL
<br />— ELEVATION
<br />ELEC
<br />— ELECTRICAL
<br />ELEV
<br />— ELEVATOR
<br />EMBED
<br />— EMBEDMENT/EMBEDDED
<br />FOR
<br />— ENGINEER OF RECORD
<br />EOS
<br />— EDGE OF SLAB
<br />EQ
<br />— EQUAL
<br />EQL SP
<br />— EQUALLY SPACED
<br />EQUIP —
<br />EQUIPMENT
<br />ES —
<br />EACH SIDE
<br />ESCAL —
<br />ESCALATOR
<br />EW —
<br />EACH WAY
<br />EXIST —
<br />EXISTING
<br />EXP —
<br />EXPANSION
<br />EXT —
<br />EXTERIOR
<br />FIN
<br />-- FINISH(ED)
<br />FLG
<br />— FLANGE
<br />FL R
<br />— FLOOR
<br />FO xxx
<br />— FACE OF xxx
<br />FOC
<br />— FACE OF CONCRETE
<br />FOF
<br />— FACE OF FINISH
<br />FOS
<br />-- FACE OF STEEL
<br />FP
<br />-- FIREPROOF(ING)/FIRE PROTECTION
<br />FRT
<br />— FIRE RETARDANT TREATED
<br />FS
<br />— FAR SIDE
<br />FT
<br />— FOOT, FEET
<br />FTG
<br />— FOOTING
<br />GA
<br />— GAGE/GAUGE
<br />GALV
<br />— GALVANIZED
<br />GEN
<br />— GENERAL
<br />GLU LAM
<br />— GLUE LAMINATED TIMBER
<br />GR
<br />— GRADE
<br />GR BM
<br />— GRADE BEAM
<br />GYP BD
<br />- GYPSUM BOARD
<br />H
<br />— HIGH
<br />HDR
<br />— HEADER
<br />HGR
<br />— HANGER
<br />HLDN
<br />— HOLDDOWN
<br />HORIZ
<br />— HORIZONTAL
<br />HSS
<br />— HOLLOW STRUCTURAL SECTION
<br />HT
<br />— HEIGHT
<br />HVAC
<br />— HEATING, VENTILATING AND
<br />AIR CONDITIONING
<br />ID
<br />— INSIDE DIAMETER
<br />IF
<br />— INSIDE FACE
<br />iJ
<br />— ISOLATION JOINT
<br />IN
<br />— INCHES
<br />INFO
<br />— INFORMATION
<br />INSUL
<br />— INSULATE/INSULATION
<br />INT
<br />— INTERIOR
<br />JST
<br />— JOIST
<br />JT
<br />— JOINT
<br />KIP
<br />— KIP (1,000 POUNDS)
<br />KSi
<br />— KIPS PER SQUARE INCH
<br />KWY
<br />— KEYWAY
<br />L
<br />— ANGLE/LENGTH
<br />LBR
<br />— LUMBER
<br />LLH
<br />— LONG LEG HORIZONTAL
<br />LLV
<br />— LONG LEG VERTICAL
<br />LOC
<br />— LOCATION
<br />LONG
<br />— LONGITUDINAL
<br />LSH
<br />— LONG SLOTTED HOLE
<br />/LONG SIDE HORIZONTAL
<br />LSV
<br />— LONG SIDE VERTICAL
<br />LT
<br />— LIGHT
<br />LWC
<br />— LIGHTWEIGHT CONCRETE
<br />MAX
<br />— MAXIMUM
<br />MB
<br />— MACHINE BOLT
<br />MBR
<br />— MEMBER
<br />MECH
<br />— MECHANICAL
<br />MEZZ
<br />— MEZZANINE
<br />MFR
<br />— MANUFACTURE(R/D)
<br />MFR REC
<br />— MANUFACTURER'S RECOMMENDATIONS
<br />MH
<br />— MANHOLE
<br />MID
<br />— MIDDLE
<br />MIN
<br />— MINIMUM
<br />MISC
<br />— MISCELLANEOUS
<br />NA
<br />— NOT APPLICABLE
<br />NIC
<br />— NOT IN CONTRACT
<br />NIP
<br />— NOT IN PERMIT
<br />NORM
<br />— NORMAL
<br />NO
<br />— NUMBER
<br />NS
<br />— NEAR SIDE
<br />NTS
<br />— NOT TO SCALE
<br />0/
<br />— OVER
<br />OC
<br />— ON CENTER
<br />OD
<br />— OUTSIDE DIAMETER
<br />OF
<br />— OUTSIDE FACE
<br />OFS
<br />— OUTSIDE FACE OF STUDS
<br />OPH
<br />— OPPOSITE HAND
<br />OPNG
<br />— OPENING
<br />OPP
<br />- OPPOSITE
<br />OVS — OVERSIZED (HOLES)
<br />PAF
<br />PAR
<br />PCC
<br />PEN
<br />PIL
<br />PJP
<br />PL
<br />PLCS
<br />PNL
<br />PRCST
<br />PREFAB
<br />PSF
<br />PSI
<br />PT
<br />PUR
<br />R
<br />RC
<br />RD
<br />REF
<br />REINF
<br />READ
<br />RO
<br />RST
<br />SC
<br />SCHED
<br />SECT
<br />SLRS
<br />SHT
<br />SHTHG
<br />Sim
<br />Si
<br />SL
<br />SMS
<br />SPEC
<br />SPCS
<br />SQ
<br />SSH
<br />SST
<br />STAG
<br />STD
<br />STI F
<br />STIR
<br />STL
<br />STL JST
<br />SLRS
<br />STRUCT
<br />SYM M
<br />TB
<br />TBC
<br />TBR
<br />TD
<br />TH K
<br />TO xxx
<br />TOG
<br />TOF
<br />TOGB
<br />TOS
<br />TOSL
<br />TOW
<br />TRANSV
<br />TRTD
<br />TYP
<br />T/C
<br />T&B
<br />T&C
<br />UON
<br />VAR
<br />VIF
<br />VNR
<br />VR FY
<br />VERT
<br />W
<br />WD
<br />WF
<br />WHS
<br />WO
<br />WP
<br />WPM
<br />WT
<br />WWF
<br />011
<br />W/0
<br />XFMR
<br />YD
<br />POWDER ACTUATED FASTENER
<br />PARALLEL/PARAPET
<br />PRECAST CONCRETE
<br />PEN ETRATE/PEN ETRATI O N
<br />PILASTER
<br />PARTIAL JOINT PENETRATION WELD
<br />PLATE
<br />PLACES
<br />PANEL
<br />PRECAST
<br />PREFABRICATED
<br />POUNDS PER SQUARE FOOT
<br />POUNDS PER SQUARE INCH
<br />POST TENSIONED/PRESSURE TREATED
<br />PURLIN
<br />RADIUS
<br />REINFORCED CONCRETE
<br />ROOF DRAIN
<br />REFERENCE
<br />REINFORCING
<br />REQUIRED
<br />ROUGH OPENING
<br />REINFORCING STEEL
<br />SLIP CRITICAL
<br />SCHEDULE
<br />SECTION
<br />SEISMIC LOAD RESISTING SYSTEM
<br />SHEET
<br />SHEATHING
<br />SIMILAR
<br />SAWCUT CONTRACTION JOINT
<br />SLOPE
<br />SHEET METAL SCREW
<br />SPECIFICATION
<br />SPACES
<br />SQUARE
<br />SHORT SLOTTED HOLE
<br />STAINLESS STEEL
<br />STAGGERED
<br />STANDARD
<br />STIFFENER
<br />STIRRUP
<br />STEEL
<br />STEEL JOIST
<br />SEISMIC LOAD RESISTING SYSTEM
<br />STRUCTURAL
<br />SYMMETRICAL
<br />THROUGH BOLT
<br />THREADED BAR COUPLER
<br />TO BE REMOVED
<br />TRENCH DRAIN
<br />THICKNESS)
<br />TOP OF xxx
<br />TOP OF CONCRETE
<br />TOP OF FOOTING
<br />TOP OF GRADE BEAM
<br />TOP OF STEEL
<br />TOP OF SLAB
<br />TOP OF WALL
<br />TRANSVERSE
<br />TREATED
<br />TYPICAL
<br />TENSION/COMPRESSION CORD
<br />TOP AND BOTTOM
<br />TONGUE AND GROOVE
<br />UNLESS OTHERWISE NOTED
<br />VARIATION/VARIES
<br />VERIFY IN FIELD
<br />VENEER
<br />VERIFY
<br />VERTICAL
<br />WIDE/WIDTH
<br />WOOD
<br />WIDE FLANGE
<br />WELDED HEADED STUDS
<br />WHERE OCCURS
<br />WATERPROOFING/WORK POINT
<br />WATERPROOF MEMBRANE
<br />WEIGHT
<br />WELDED WIRE FABRIC
<br />WITH
<br />WITHOUT
<br />TRANSFORMER
<br />— YARD
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE SYM
<br />I REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />ORIG
<br />FACTORY PRV/SRV DECK UPGRADE
<br />W5805116
<br />CEI
<br />EO
<br />04.09.20
<br />�®
<br />A
<br />PERMIT SUBMITTAL
<br />W5805116
<br />CEI
<br />EO
<br />08.19.22
<br />GENERAL NOTES
<br />1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE
<br />BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMFOSED ON THE
<br />STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE "BUILDING CODE"
<br />SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE
<br />FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR
<br />FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE
<br />STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE.
<br />2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
<br />REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND
<br />REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING CODE" SECTION.
<br />3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT
<br />INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
<br />MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
<br />MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS
<br />DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE
<br />STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS,
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED
<br />FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN
<br />PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE
<br />PLANS.
<br />5. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS
<br />SPECIFIED IN THE "BUILDING CODE" SECTION.
<br />6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE
<br />FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
<br />7. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS,
<br />SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY
<br />THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING Or SUCH OMISSION OR ERROR
<br />BEFORE PROCEEDING WITH THE WORK.
<br />8. NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
<br />DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES
<br />AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE
<br />MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE
<br />CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE
<br />FOR AND STRUCTURAL ENGINEER.
<br />9. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR
<br />TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED,
<br />10. SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND
<br />PROJECT SPECIFICATIONS FOR THE FOLLOWING:
<br />A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR
<br />OPENINGS, ETC., NOT SHOWN OR NOTED.
<br />B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
<br />C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING
<br />EQUIPMENT TO THE STRUCTURE.
<br />D. ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES,
<br />11. FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED
<br />BETWEEN DIMENSIONED POINT OF MEMBERS.
<br />12. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS
<br />SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
<br />13. MATERIALS SPECIFICATIONS ARE ASTM LATEST EDITION.
<br />BUILDING CODE
<br />A
<br />1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL
<br />CONFORM TO THE
<br />REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND
<br />THE CODES, RULES
<br />AND
<br />REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC),
<br />2018 EDITION, AS
<br />ADOPTED AND AMENDED BY THE CITY OF EVERETT, HEREINAFTER REFERRED TO
<br />AS
<br />THE BUILDING CODE.
<br />e
<br />2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION,
<br />MATERIALS, AND
<br />WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS, WHERE THESE
<br />STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE
<br />SHALL GOVERN.
<br />4
<br />GENERAL
<br />ASCE "MINIMUM DESIGN LOADS FOR BUILDINGS AND
<br />OTHER STRUCTURES"
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />ASCE/SET 7 — 2016 EDITION
<br />HOT ROLLED STEEL
<br />AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />ANSI/AISC360 — 2016 EDITION
<br />AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
<br />BOLTS"
<br />RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
<br />JUTE 30, 2014
<br />AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />AISC303 2016 EDITION
<br />j�
<br />ACCEPTABILITY
<br />S,`SARVER
<br />WA
<br />THIS DESIGN AND/OR
<br />CHECKED
<br />SPECIFICATION IS APPROVED
<br />K. WANG
<br />—
<br />—ENGINEER
<br />APPROVED BY
<br />DEPT.
<br />DATE
<br />K. WANG
<br />CHECKED
<br />E. OJAL A
<br />DESIGN CRITERIA
<br />1.
<br />LIVE LOAD CRITERIA
<br />ELEVATED PLATFORM
<br />100 PSF PER BOEING STANDARDS
<br />ROOF (REDUCIBLE)
<br />20 PSF
<br />2.
<br />SEISMIC DESIGN CRITERIA
<br />SEISMIC USE GROUP
<br />II
<br />SITE CLASS
<br />D
<br />IMPORTANCE FACTOR I =
<br />SS =
<br />S1 =
<br />SDS =
<br />CO.495
<br />SDI =
<br />SEISMIC DESIGN CATEGORY
<br />LATITUDE
<br />47°55'56° N
<br />LONGITUDE
<br />122' 16'55° W
<br />3.
<br />DEAD LOAD CRITERIA
<br />ROOF
<br />21 PSF
<br />SELF WEIGHT OF STRUCTURE
<br />4.
<br />SNOW LOAD CRITERIA
<br />ROOF
<br />25 PSF
<br />A. SNOW LOAD > 13 PSF
<br />REDUCE CRANE LIFT CAPACITY FOR EACH
<br />SINGLE CAB (68,000 LBS)
<br />BY 12,000 LBS FOR EVERY ADDITIONAL 1
<br />PSF PER BOEING.
<br />5.
<br />CRANE LOAD CRITERIA
<br />34 TON CAPACITY
<br />A. SEE SNOW LOAD CRITERIA FOR LIFT CAPACITY
<br />REDUCTION.
<br />EXISTING CONSTRUCTION
<br />1. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE ONLY.
<br />CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO FABRICATION.
<br />THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF EXISTING
<br />CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE BEGINNING WORK.
<br />ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE REPORTED TO THE
<br />ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK. REFER TO MECHANICAL,
<br />PLUMBING AND ELECTRICAL PLANS FOR DUCTS, PIPING, EMBEDMENTS, AND OPENINGS
<br />NOT SHOWN.
<br />2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM THE
<br />NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE SHOWN ON
<br />THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR MUST SUBMIT
<br />PLANS AND SUPPORTING CALCULATIONS PREPARED BY A DESIGN PROFESSIONAL
<br />LICENSED I0 PERFORM WORK IN THE PROJECT JURISDICTION.
<br />3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL
<br />VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY
<br />DISCREPANCIES SHALL BE REPORTED TO THE FOR FOR RESOLUTION PRIOR TO
<br />BEGINNING WORK.
<br />4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN
<br />ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS FOR
<br />THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS BEEN PERFORMED.
<br />ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED TO THE AS —BUILT
<br />CONSTRUCTION SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION
<br />PRIOR TO BEGINNING WORK,
<br />5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL
<br />ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR RELATIONSHIP
<br />TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE NOTED ON THE PLANS,
<br />SECTIONS AND DETAILS.
<br />6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT ASSOCIATED
<br />WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF DEMO MAY NOT
<br />REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW ELEMENTS, IN ADDITION
<br />TO WHAT IS SHOWN ON THE ARCHITECTURAL DEMOLITION DRAWINGS, MINOR LOCAL
<br />DEMOLITION OF EXISTING ELEMENTS MAY BE REQUIRED TO PERFORM THE
<br />STRUCTURAL WORK AS INDICATED ON THE PLANS, SECTIONS AND DETAILS.
<br />GENERAL CONTRACTOR TO FIELD SURVEY ALL DIMENSIONS REQUIRED
<br />TO COMPLETE THE WORK INDICATED IN THESE DRAWINGS, THESE
<br />FIELD VERIFIED DIMENSIONS SHALL BE PROVIDED TO STEEL FABRICATOR
<br />FOR INCORPORATION INTO THE SHOP DRAWINGS PRIOR TO REVIEW.
<br />PERMIT SUBMITTAL
<br />ISSUE FAR CONSTRUCTION
<br />Permit#: B2208-113 ROLLED PLANS
<br />Site Address: 3003 W CASINO RD RLDG: 40-21 & 4 -31
<br />Owner:
<br />BOEING COMPANY
<br />Tenant:
<br />BOEING COMPANY
<br />App. Date:
<br />8/29/2022
<br />Proposed Use:
<br />COMMERCIAL ALTERATIONS
<br />Description:
<br />BLOC: 21 & 40-31 UPGRADE &
<br />MODIFICATION TO HPS
<br />Reviewed By ';ems Date tr ;may
<br />Off ice Set
<br />lob Site SetFire/PlanningSet
<br />"I
<br />VIEWED FOR PERMIT
<br />A*
<br />A COFFMAN
<br />1101 2nd Avenue, Suite 400
<br />Seattle, WA 98101
<br />h 206.623.0717
<br />www.coffman.ccrn
<br />4TE SUBTITLE CURRENT REVISION
<br />04.09.20STRUCTURAL ABBREVIATIONS AND NOTES W5805116
<br />04.09.20 SHEET
<br />UH I C.
<br />08.19.22
<br />R/1 R/gt17g
<br />
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