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STRUC I
<br />�RAi� ABBREVIATIONS
<br />GENERAL NOTES
<br />1.
<br />THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE
<br />& -
<br />AND
<br />FIN
<br />- FINISH(E D)
<br />PAF
<br />- POWDER ACTUATED FASTENER
<br />BASED ON PRESCRIBE LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED "ON THE
<br />@ -
<br />AT
<br />FLG
<br />- FLANGE
<br />PAR
<br />- PARALLEL/PARAPET
<br />STRUCTURE PER THE BUILDING CODE AS SPECIFIED 1N THE BUILDING CODE
<br />DEG -
<br />DEGREE
<br />FLR
<br />- FLOOR
<br />PCC
<br />- PRECAST CONCRETE
<br />SECTION. THE PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE
<br />DIA -
<br />DIAMETER
<br />FO xxx
<br />- FACE OF xxx
<br />PEN
<br />- PENETRA1EfPENETRATlQN
<br />FOUNDATIONS, BEARING WALLS, SHEAR WALLS, COLUMNS, BEAMS, SLABS, FLOOR
<br />(E), EXIST -
<br />EXISTING
<br />FOC
<br />- FACE OF CONCRETE
<br />PIL
<br />-- PILASTER
<br />FRAMING AND LATERAL FORCE RESISTING ELEMENTS REQUIRED TO MAINTAIN THE
<br />NO -
<br />NUMBER
<br />FOF
<br />- FACE OF FINISH
<br />PJP
<br />- PARTIAL JOINT PENETRATION WELD
<br />STABILITY OF THE COMPLETED STRUCTURE AS A WHOLE.
<br />LB -
<br />POUND
<br />FOS
<br />- FACE OF STEEL
<br />PL
<br />- PLATE
<br />FP
<br />- FIREPROOF(ING)/FIRE PROTECTION
<br />PLCS
<br />- PLACES
<br />2.
<br />ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
<br />AB -
<br />ANCHOR BOLT
<br />FRT
<br />- FIRE RETARDANT TREATED
<br />PNL
<br />- PANEL
<br />REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND
<br />ABV -
<br />ABOVE
<br />FS
<br />- FAR SIDE
<br />PRCST
<br />-- PRECAST
<br />REGULATIONS OF THE BUILDING CODE AS DEFINED IN THE "BUILDING CODE" SECTION.
<br />ADDL -
<br />ADDITIONAL
<br />FT
<br />- FOOT, FEET
<br />PREFAB
<br />--- PREFABRICATED
<br />ADH -
<br />ADHESIVE
<br />FTG
<br />- FOOTING
<br />PSF
<br />- POUNDS PER SQUARE FOOT
<br />3.
<br />THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT
<br />ADJ ---
<br />ADJACENT
<br />PS!
<br />-- POUNDS PER SQUARE INCH
<br />INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL
<br />AFS -
<br />ABOVE FINISHED SLAB
<br />GA
<br />- GAGE/GAUGE
<br />PT
<br />- POST TENSIONED/PRESSURE TREATED
<br />MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
<br />ALT -
<br />ALTERNATE
<br />GALV
<br />- GALVANIZED
<br />PUR
<br />- PURLIN
<br />MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS
<br />ALUM -
<br />ALUMINUM
<br />GEN
<br />- GENERAL
<br />DUE TO CONSTRUCTION EQUIPMENT, ETC, OBSERVATION VISITS TO THE SITE BY THE
<br />APPROX -
<br />APPROXIMATE
<br />GLU LAM
<br />- GLUE LAMINATED TIMBER
<br />R
<br />- RADIUS
<br />STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS,
<br />AR -
<br />AS REQUIRED
<br />GR
<br />- GRADE
<br />RC
<br />- REINFORCED CONCRETE
<br />ARCH -
<br />ARCHITECTURAL
<br />GR BM
<br />- GRADE BEAM
<br />RD
<br />- ROOF DRAIN
<br />4.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED
<br />ASPH -
<br />ASPHALT
<br />GYP BD
<br />- GYPSUM BOARD
<br />REF
<br />- REFERENCE
<br />FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN
<br />ASSY -
<br />ASSEMBLY
<br />REINF
<br />- REINFORCING
<br />PLACE AND FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE
<br />H
<br />- HIGH
<br />READ
<br />- REQUIRED
<br />PLANS.
<br />B PL -
<br />BASE PLATE
<br />HDR
<br />- HEADER
<br />RO
<br />- ROUGH OPENING
<br />BLDG -
<br />BUILDING
<br />HGR
<br />- HANGER
<br />RST
<br />- REINFORCING STEEL
<br />5.
<br />CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS
<br />BLKG -
<br />BLOCKING
<br />HLDN
<br />- HOLDDOWN
<br />SPECIFIED IN THE "BUILDING CODE" SECTION.
<br />BLW -
<br />BELOW
<br />HORIZ
<br />- HORIZONTAL
<br />SC
<br />- SLIP CRITICAL
<br />BM(S) -
<br />BEAM(S)
<br />HSS
<br />- HOLLOW STRUCTURAL SECTION
<br />SCHED
<br />- SCHEDULE
<br />6.
<br />THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE
<br />BO xxx -
<br />BOTTOM OF xxx
<br />HT
<br />- HEIGHT
<br />SECT
<br />- SECTION
<br />FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES.
<br />BOT -
<br />BOTTOM
<br />HVAC
<br />- HEATING, VENTILATING AND
<br />SLRS
<br />- SEISMIC LOAD RESISTING SYSTEM
<br />BRB -
<br />BUCKLING RESTRAINED BRACE
<br />AIR CONDITIONING
<br />SHT
<br />- SHEET
<br />7.
<br />IF ANY ERRORS. OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS,
<br />BRG -
<br />BEARING
<br />SHTHG
<br />-- SHEATHING
<br />SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY
<br />BS -
<br />BOTH SIDES
<br />ID
<br />- INSIDE DIAMETER
<br />S
<br />- SIMILAR
<br />THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR
<br />BTWN -
<br />BETWEEN
<br />IF
<br />- INSIDE FACE
<br />SJ
<br />- SAWCUT CONTRACTION JOINT
<br />BEFORE PROCEEDING WITH THE WORK.
<br />1J
<br />- ISOLATION JOINT
<br />SL
<br />- SLOPE
<br />C -
<br />CHANNEL
<br />IN
<br />- INCHES
<br />SMS
<br />- SHEET METAL SCREW
<br />8.
<br />NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
<br />CANT -
<br />CANTILEVER
<br />INFO
<br />- INFORMATION
<br />SPEC
<br />- SPECIFICATION
<br />DETAILS. WHERE NOTES AND DETAILS ON DRAWINGS AND THESE GENERAL NOTES
<br />CDF -
<br />CONTROLLED DENSITY FILL
<br />INSUL
<br />- INSULATE/INSULATION
<br />SPCS
<br />- SPACES
<br />AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE
<br />CEM PLAS -
<br />CEMENT PLASTER
<br />INT
<br />- INTERIOR
<br />SQ
<br />- SQUARE
<br />MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE
<br />CIP -
<br />CAST -IN -PLACE
<br />SSH
<br />- SHORT SLOTTED HOLE
<br />CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE
<br />CJ -
<br />CONSTRUCTION JOINT/CONTROL JOINT
<br />JST
<br />- JOIST
<br />SST
<br />-- STAINLESS STEEL
<br />FOR AND STRUCTURAL ENGINEER.
<br />CJP -
<br />COMPLETE JOINT PENETRATION WELD
<br />JT
<br />- JOINT
<br />STAG
<br />- STAGGERED
<br />CL -
<br />CENTER LINE
<br />STD
<br />- STANDARD
<br />9.
<br />MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR
<br />CLR -
<br />CLEAR(ANCE)
<br />KIP
<br />- KIP (1,000 POUNDS)
<br />STIF
<br />- STIFFENER
<br />TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED.
<br />CMU -
<br />CONCRETE MASONRY UNIT
<br />KSI
<br />- KIPS PER SQUARE INCH
<br />STIR
<br />STL
<br />-- STIRRUP
<br />- STEEL
<br />10.
<br />SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND
<br />COL -
<br />CONC -
<br />COLUMN
<br />CONCRETE
<br />KWY
<br />- KEYWAY
<br />STL JST
<br />- STEEL JOIST
<br />PROJECT SPECIFICATIONS FOR THE FOLLOWING':
<br />CONN -
<br />CONNECT(ION)
<br />CONNECT ION
<br />L
<br />- ANGLE LENGTH
<br />f
<br />SLRS
<br />- SEISMIC LOAD RESISTING SYSTEM
<br />A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR
<br />CONSTR -
<br />CONSTRUCTION
<br />LBR
<br />- LUMBER
<br />TRU
<br />STRU CT
<br />- STRUCTURAL
<br />OPENINGS, ETC., NOT SHOWN OR NOTED.
<br />CONT -
<br />CONTINUOUS
<br />LLH
<br />- LONG LEG HORIZONTAL
<br />S
<br />- SYMMETRICAL
<br />B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
<br />C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING
<br />CONTR -
<br />CONTRACTOR
<br />LLV
<br />- LONG LEG VERTICAL
<br />TB
<br />- THROUGH BOLT
<br />EQUIPMENT TO THE STRUCTURE.
<br />COORD -
<br />COORDINATE
<br />LOG
<br />- LOCATION.
<br />TBC
<br />- THREADED BAR COUPLER
<br />D. ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />CSK -
<br />COUNTER SUNK
<br />LONG
<br />- LONGITUDINAL
<br />TBR
<br />- TO BE REMOVED
<br />E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES.
<br />CTR -
<br />CENTER(ED)
<br />LSH
<br />- LONG SLOTTED HOLE
<br />/LONG SIDE HORIZONTAL
<br />TD
<br />THK
<br />- TRENCH DRAIN
<br />- TE
<br />11.
<br />FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED
<br />D -
<br />DEPTH/DEEP
<br />LSV
<br />- LONG SIDE VERTICAL
<br />xxx.
<br />- TOOPP OOFF
<br />BETWEEN DIMENSIONED POINT OF MEMBERS.
<br />DC -
<br />DEMAND CRITICAL
<br />LT
<br />- LIGHT
<br />x
<br />xxx x
<br />DBL -
<br />DOUBLE
<br />LWC
<br />- LIGHTWEIGHT CONCRETE
<br />TOC
<br />TOC
<br />TOF
<br />- TOP OF CONCRETE
<br />- TOP OF FOOTING
<br />12.
<br />OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS
<br />DEG -
<br />DEGREE
<br />TOGB
<br />- TOP OF GRADE BEAM
<br />SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
<br />DEMO -
<br />DEMOLITION
<br />MAX
<br />- MAXIMUM
<br />DET -
<br />DETAIL
<br />MB
<br />- MACHINE BOLT
<br />TOS
<br />TOSL
<br />- TOP OF STEEL
<br />- TOP OF SLAB
<br />13.
<br />MATERIALS SPECIFICATIONS ARE ASTM LATEST EDITION.
<br />DIA -
<br />DIAMETER
<br />MBR
<br />- MEMBER
<br />r
<br />DIAL -
<br />DIAGONAL/DIAGRAM
<br />MECH
<br />- MECHANICAL
<br />TOW
<br />- TOP OF WALL
<br />DIM -
<br />DIMENSION
<br />MEZZ
<br />- MEZZANINE
<br />TRANSV
<br />- TRANSVERSE
<br />BUILDING
<br />CODE
<br />DIR -
<br />DIRECTION
<br />MFR
<br />- MANUFACTURE(R/D)
<br />TRTD
<br />- TREATED
<br />A
<br />DIST -
<br />DISTANCE
<br />MFR REC
<br />- MANUFACTURER'S RECOMMENDATIONS
<br />TYP
<br />T/C
<br />- TYPICAL
<br />- TENSION/COMPRESSION CORD
<br />'
<br />1,
<br />ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM 10 THE
<br />DN -
<br />DOWN
<br />MH
<br />- MANHOLE
<br />REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND
<br />DWG -
<br />DRAWING
<br />MID
<br />- MIDDLE
<br />T
<br />- TOP AND BOTTOM
<br />- TONGUE AND GROOVE
<br />REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION, AS
<br />DWL -
<br />DOWEL
<br />MIN
<br />- MINIMUM
<br />ADOPTED
<br />ADOPTED AND AMENDED BY THE CITY OF EVERETT, HEREINAFTER REFERRED TO AS
<br />MISC
<br />- MISCELLANEOUS
<br />UON
<br />- UNLESS OTHERWISE NOTED
<br />THE BUILDING CODE.
<br />EA -
<br />EACH.
<br />EF -
<br />EACH FACE
<br />NA
<br />- NOT APPLICABLE
<br />VAR
<br />VARIATION/VARIES
<br />2.
<br />WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND
<br />EJ -
<br />EXPANSION JOINT
<br />NIC
<br />NOT IN CONTRACT
<br />WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS, WHERE THESE
<br />EL -
<br />ELEVATION
<br />NIP
<br />-
<br />NOT IN PERMIT
<br />VIF
<br />- VERIFY IN
<br />STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN.
<br />ELEC -
<br />ELECTRICAL
<br />NORM
<br />- NORMAL
<br />VNR
<br />- VENEER
<br />ELEV -
<br />ELEVATOR
<br />NO
<br />- NUMBER
<br />V
<br />- VERIFY
<br />GENERAL
<br />EMBED -
<br />EMBEDMENT/EMBEDDED
<br />NS
<br />- NEAR SIDE
<br />VERT RT
<br />- VERTICAL
<br />E-OR -
<br />ENGINEER OF RECORD
<br />NTS
<br />- NOT TO SCALE
<br />WIDE/WIDTH
<br />ASCE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
<br />EOS -
<br />EDGE OF SLAB
<br />�D
<br />-
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />EQ -
<br />EQUAL
<br />0/
<br />r OVER
<br />ASCE/SEI 7 - 2016 EDITION
<br />EQL SP -
<br />EQUALLY SPACED
<br />OC
<br />- ON CENTER
<br />WF
<br />- WIDE FLANGE
<br />EQUIP -
<br />EQUIPMENT
<br />OD
<br />- OUTSIDE DIAMETER
<br />WHS
<br />- WELDED HEADED STUDS
<br />HOT
<br />ROLLED STEEL
<br />ES -
<br />EACH SIDE
<br />OF
<br />- OUTSIDE FACE
<br />WO
<br />- WHERE OCCURS
<br />ESCAL -
<br />ESCALATOR
<br />OFS
<br />-- OUTSIDE FACE OF STUDS
<br />WID
<br />- WATERPROOFING WORK POINT
<br />AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
<br />E -
<br />EACH WAY
<br />OPH
<br />- OPPOSITE HAND
<br />WPM
<br />- WATERPROOF MEMBRANE
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />EXIST -
<br />EXISTING
<br />OPNG
<br />- OPENING
<br />WT
<br />- WEIGHT
<br />ANSI/AISC360 - 2016 EDITION
<br />EXP -
<br />EXPANSION
<br />OPP
<br />- OPPOSITE
<br />WWF
<br />- WELDED WIRE FABRIC
<br />EXT -
<br />EXTERIOR
<br />OVS
<br />- OVERSIZED (HOLES)
<br />W/
<br />W/0
<br />- WITH
<br />- WITHOUT
<br />AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490
<br />BOLTS„
<br />XFMR
<br />- TRANSFORMER
<br />RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
<br />JUNE 30, 2014
<br />YD
<br />- YARD
<br />AISC-303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />AISC303 - 2016 EDITION
<br />I
<br />ACCEPTABILITY S. SANER
<br />THIS DESIGN AND/OR
<br />CHECKED
<br />SPECIFICATION IS APPROVED
<br />K. WANG
<br />ENGINEER
<br />APPROVED BY
<br />DEPT.
<br />I DATE
<br />K. WANG
<br />CHECKED
<br />E. OJALIa
<br />04.09.20
<br />JOB NO. COMP NO
<br />W5805116
<br />STRUCTURAL MASTER EVERETT, WA DWG NO. 40-031-S2E
<br />DESIGN CRITERIA
<br />1. LIVE LOAD CRITERIA
<br />ELEVATED PLATFORM 100 PSF PER BOEING STANDARDS
<br />ROOF (REDUCIBLE) 20 PSF
<br />2. SEISMIC DESIGN CRITERIA
<br />SEISMIC USE GROUP
<br />11
<br />SITE CLASS
<br />D
<br />IMPORTANCE FACTOR I =
<br />SS =
<br />A
<br />S1 =
<br />SIDS =
<br />(i)4
<br />SDI =
<br />SEISMIC DESIGN CATEGORY
<br />LATITUDE
<br />47°5556' N
<br />LONGITUDE
<br />122°16'55' W
<br />3. DEAD
<br />LOAD CRITERIA
<br />ROOF
<br />21 PSF
<br />SELF WEIGHT OF STRUCTURE
<br />4. SNOW
<br />LOAD CRITERIA
<br />ROOF
<br />25 PSF
<br />A.
<br />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 HOEING,
<br />5. CRANE
<br />LOAD CRITERIA
<br />34 TON CAPACITY
<br />A.
<br />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 1N 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 TO 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 FOR CONSTRUCTION
<br />CAT
<br />REVIEWED -OR PERMIT
<br />R/l R17n91)
<br />
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