|
STRUCTURAL ABBREU AT QNS
<br />&
<br />- AND
<br />FIN
<br />- FINISH(ED)
<br />PAF
<br />- POWDER ACTUATED FASTENER
<br />@
<br />- AT
<br />FLG
<br />- FLANGE
<br />PAR
<br />- PARALLEL/PARAPET
<br />°, DEG
<br />- DEGREE
<br />FLR
<br />- FLOOR
<br />PCC
<br />- PRECAST CONCRETE
<br />0, DIA
<br />- DIAMETER
<br />FO xxx
<br />- FACE OF xxx
<br />PEN
<br />- PENETRATE/PENETRATION
<br />(E), EXIST
<br />- EXISTING
<br />FOC
<br />- FACE OF CONCRETE
<br />PIL
<br />- PILASTER
<br />NO
<br />- NUMBER
<br />FOF
<br />- FACE OF FINISH
<br />PJP
<br />- PARTIAL JOINT PENETRATION WELD
<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 />AB
<br />- ANCHOR BOLT
<br />FRT
<br />- FIRE RETARDANT TREATED
<br />PNL
<br />- PANEL
<br />ABV
<br />- ABOVE
<br />FS
<br />- FAR SIDE
<br />PRCST
<br />- PRECAST
<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 />ADJ
<br />- ADJACENT
<br />PSI
<br />- POUNDS PER SQUARE INCH
<br />AFS
<br />- ABOVE FINISHED SLAB
<br />GA
<br />- GAGE/GAUGE
<br />PT
<br />- POST TENSIONED/PRESSURE TREATED
<br />ALT
<br />- ALTERNATE
<br />GALV
<br />- GALVANIZED
<br />PUR
<br />- PURLIN
<br />ALUM
<br />- ALUMINUM
<br />GEN
<br />- GENERAL
<br />APPROX
<br />- APPROXIMATE
<br />GLU LAM
<br />- GLUE LAMINATED TIMBER
<br />R
<br />- RADIUS
<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 />ASPH -
<br />ASPHALT
<br />GYP BD
<br />- GYPSUM BOARD
<br />REF
<br />- REFERENCE
<br />ASSY -
<br />ASSEMBLY
<br />REINF
<br />- REINFORCING
<br />H
<br />- HIGH
<br />REQD
<br />- REQUIRED
<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 />BLKG
<br />- BLOCKING
<br />HLDN
<br />- HOLDDOWN
<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 />BO xxx
<br />- BOTTOM OF xxx
<br />HT
<br />- HEIGHT
<br />SECT
<br />- SECTION
<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 />BRG
<br />- BEARING
<br />SHTHG
<br />- SHEATHING
<br />BS
<br />- BOTH SIDES
<br />ID
<br />- INSIDE DIAMETER
<br />SIM
<br />- SIMILAR
<br />BTWN
<br />- BETWEEN
<br />IF
<br />- INSIDE FACE
<br />SJ
<br />- SAWCUT CONTRACTION JOINT
<br />IJ
<br />- ISOLATION JOINT
<br />SL
<br />- SLOPE
<br />C
<br />- CHANNEL
<br />IN
<br />- INCHES
<br />SMS
<br />- SHEET METAL SCREW
<br />CANT
<br />- CANTILEVER
<br />INFO
<br />- INFORMATION
<br />SPEC
<br />- SPECIFICATION
<br />CDF
<br />- CONTROLLED DENSITY FILL
<br />INSUL
<br />- INSULATE/INSULATION
<br />SPCS
<br />- SPACES
<br />CEM PLAS
<br />- CEMENT PLASTER
<br />INT
<br />- INTERIOR
<br />SQ
<br />- SQUARE
<br />CIP
<br />- CAST -IN -PLACE
<br />SSH
<br />- SHORT SLOTTED HOLE
<br />CJ
<br />- CONSTRUCTION JOINT/CONTROL JOINT
<br />JST
<br />- JOIST
<br />SST
<br />- STAINLESS STEEL
<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 />CLR
<br />- CLEAR(ANCE)
<br />KIP
<br />- KIP (1,000 POUNDS)
<br />STIF
<br />- STIFFENER
<br />CMU
<br />- CONCRETE MASONRY UNIT
<br />KSi
<br />- KIPS PER SQUARE INCH
<br />STIR
<br />- STIRRUP
<br />COL
<br />- COLUMN
<br />KWY
<br />- KEYWAY
<br />STL
<br />- STEEL
<br />CONIC
<br />- CONCRETE
<br />STL JST
<br />- STEEL JOIST
<br />CONN
<br />- CONNECT(ION)
<br />L
<br />- ANGLE/LENGTH
<br />SLRS
<br />- SEISMIC LOAD RESISTING SYSTEM
<br />CONSTR
<br />- CONSTRUCTION
<br />LBR
<br />- LUMBER
<br />STRUCT
<br />- STRUCTURAL
<br />CONT
<br />- CONTINUOUS
<br />LLH
<br />- LONG LEG HORIZONTAL
<br />SYMM
<br />- SYMMETRICAL
<br />CONTR
<br />- CONTRACTOR
<br />LLV
<br />- LONG LEG VERTICAL
<br />COORD
<br />- COORDINATE
<br />LOC
<br />- LOCATION
<br />TB
<br />- THROUGH BOLT
<br />CSK
<br />- COUNTER SUNK
<br />LONG
<br />- LONGITUDINAL
<br />TBC
<br />- THREADED BAR COUPLER
<br />CTR
<br />- CENTER(ED)
<br />LSH
<br />- LONG SLOTTED HOLE
<br />TBR
<br />- TO BE REMOVED
<br />/LONG SIDE HORIZONTAL
<br />TD
<br />- TRENCH DRAIN
<br />D
<br />- DEPTH/DEEP
<br />LSV
<br />- LONG SIDE VERTICAL
<br />THK
<br />- TOP
<br />DC
<br />- DEMAND CRITICAL
<br />LT
<br />- LIGHT
<br />TO xxx
<br />OFE xxx
<br />- TOP OF xxx
<br />DBL
<br />- DOUBLE
<br />LWC
<br />- LIGHTWEIGHT CONCRETE
<br />TOC
<br />- TOP OF CONCRETE
<br />TQF
<br />- TOP OF FOOTING
<br />DEG
<br />DEMO
<br />- DEGREE
<br />- DEMOLITION
<br />MAX
<br />- MAXIMUM
<br />TOGB
<br />- TOP OF GRADE BEAM
<br />DET
<br />- DETAIL
<br />MB
<br />- MACHINE BOLT
<br />TOS
<br />- TOP OF STEEL
<br />DIA
<br />- DIAMETER
<br />MBR
<br />- MEMBER
<br />TOSL
<br />- TOP OF SLAB
<br />DIAL
<br />- DIAGONAL DIAGRAM
<br />/
<br />MECH
<br />- MECHANICAL
<br />TOW
<br />- TOP OF WALL
<br />DIM
<br />- DIMENSION
<br />MEZZ
<br />- MEZZANINE
<br />TRANSV
<br />- TRANSVERSE
<br />DIR
<br />- DIRECTION
<br />MFR
<br />- MANUFACTURE(R/D)
<br />TRTD
<br />- TREATED
<br />DIST
<br />- DISTANCE
<br />MFR REC
<br />- MANUFACTURER'S RECOMMENDATIONS
<br />TYP
<br />T/C
<br />- TYPICAL
<br />- TENSION/COMPRESSION CORD
<br />DN
<br />- DOWN
<br />MH
<br />- MANHOLE
<br />T&B
<br />- TOP AND BOTTOM
<br />DWG
<br />- DRAWING
<br />MID
<br />- MIDDLE
<br />T&G
<br />- TONGUE AND GROOVE
<br />DWL
<br />- DOWEL
<br />MIN
<br />- MINIMUM
<br />MISC
<br />- MISCELLANEOUS
<br />UON
<br />- UNLESS OTHERWISE NOTED
<br />EA
<br />- EACH
<br />EF
<br />- EACH FACE
<br />NA
<br />- NOT APPLICABLE
<br />VAR
<br />- VARIATION/VARIES
<br />EJ
<br />- EXPANSION JOINT
<br />NIC
<br />- NOT IN CONTRACT
<br />EL
<br />- ELEVATION
<br />NIP
<br />- NOT IN PERMIT
<br />VIF
<br />- VERIFY IN FIELD
<br />ELEC
<br />- ELECTRICAL
<br />NORM
<br />- NORMAL
<br />VNR
<br />- VENEER
<br />ELEV
<br />- ELEVATOR
<br />NO
<br />- NUMBER
<br />VRFY
<br />- VERIFY
<br />EMBED
<br />- EMBEDMENT/EMBEDDED
<br />NS
<br />- NEAR SIDE
<br />VERT
<br />- VERTICAL
<br />FOR
<br />- ENGINEER OF RECORD
<br />NTS
<br />- NOT TO SCALE
<br />W
<br />- WIDE/WIDTH
<br />EOS
<br />- EDGE OF SLAB
<br />WD
<br />- WOOD
<br />EQ
<br />- EQUAL
<br />0/
<br />- OVER
<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 />WI -IS
<br />- WELDED HEADED STUDS
<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 />WP
<br />- WATERPROOFING/WORK POINT
<br />EW
<br />- EACH WAY
<br />OPH
<br />- OPPOSITE HAND
<br />WPM
<br />- WATERPROOF MEMBRANE
<br />EXIST
<br />- EXISTING
<br />OPNG
<br />- OPENING
<br />WT
<br />- WEIGHT
<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 />- WITH
<br />W/0
<br />- WITHOUT
<br />XFMR
<br />- TRANSFORMER
<br />YD
<br />- YARD
<br />GENERAL NOTES
<br />1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF THE PRIMARY STRUCTURE
<br />BASED ON PRESCRIBED LOADS, (SEE "DESIGN CRITERIA" SECTION), IMPOSED 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 />DESIGN CRITERIA
<br />THE 45-767 TRAILER IS AN EXISTING TRAILER THAT IS
<br />BEING LOCATED FROM STALL 113
<br />TO STALL 115.
<br />1. WIND DESIGN CRITERIA
<br />3-SECOND GUST WIND SPEED, V =
<br />110 MPH
<br />EXPOSURE FACTOR
<br />C
<br />IMPORTANCE FACTOR I =
<br />1.00
<br />INTERNAL PRESSURE COEFFICIENT GCpi =
<br />0.18
<br />2, SEISMIC DESIGN CRITERIA
<br />SEISMIC USE GROUP
<br />II
<br />SITE CLASS
<br />D
<br />IMPORTANCE FACTOR 1 =
<br />1.00
<br />SS =
<br />1.445
<br />S1 =
<br />0.561
<br />SDS =
<br />0.963
<br />SDI =
<br />0.561
<br />SEISMIC DESIGN CATEGORY
<br />D
<br />LATITUDE
<br />47°55'08" N
<br />LONGITUDE
<br />122®16'27" W
<br />1. EXISTING STRUCTURAL DIMENSIONS AND MEMBERS SIZES ARE FOR REFERENCE
<br />5.
<br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
<br />ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD PRIOR TO
<br />MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM
<br />FABRICATION. THE CONTRACTOR SHALL VERIFY THE ACTUAL CONFIGURATION OF
<br />THE WORK.
<br />EXISTING CONSTRUCTION AND THE CONDITION OF THE STRUCTURE BEFORE
<br />BEGINNING WORK. ANY DISCREPANCIES OR UNSOUND CONDITIONS SHALL BE
<br />6.
<br />CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS
<br />REPORTED TO THE ENGINEER FOR RESOLUTION BEFORE BEGINNING WORK.
<br />SPECIFIED IN THE "BUILDING CODE" SECTION.
<br />REFER TO MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR DUCTS, PIPING,
<br />EMBEDMENTS, AND OPENINGS NOT SHOWN.
<br />7.
<br />DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS
<br />PRIOR TO CONSTRUCTION. THE FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR
<br />2. TEMPORARY SHORING AND BRACING MAY BE NECESSARY IN ORDER TO PERFORM
<br />INCONSISTENCIES IN A PROMPT MANNER.
<br />THE NECESSARY STRUCTURAL MODIFICATIONS TO THE EXISTING STRUCTURE
<br />SHOWN ON THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. THE CONTRACTOR
<br />8.
<br />IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS,
<br />MUST SUBMIT PLANS AND SUPPORTING CALCULATIONS PREPARED BY A
<br />SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY
<br />DESIGN PROFESSIONAL LICENSED TO PERFORM WORK IN THE PROJECT
<br />THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR
<br />JURISDICTION.
<br />BEFORE PROCEEDING WITH THE WORK.
<br />3. WHERE NEW STRUCTURAL WORK IS BEING PERFORMED, THE CONTRACTOR SHALL
<br />9.
<br />NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES .AND TYPICAL
<br />VERIFY ALL DIMENSIONS AS REQUIRED PRIOR TO CONSTRUCTION. ANY
<br />DETAILS. WHERE NOTES AND DETAILS . ON DRAWINGS AND THESE GENERAL NOTES
<br />DISCREPANCIES SHALL BE REPORTED TO THE FOR FOR RESOLUTION PRIOR TO
<br />AND TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE
<br />BEGINNING WORK.
<br />MOST STRINGENT SHALL APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE
<br />CONSTRUCTED AS SHOWN FOR SIMILAR WORK, SUBJECT TO REVIEW BY THE
<br />4. EXISTING CONSTRUCTION, FRAMING MEMBERS AND DIMENSIONS HAVE BEEN
<br />FOR AND STRUCTURAL ENGINEER.
<br />ESTABLISHED BASED ON REVIEW OF THE AVAILABLE CONSTRUCTION DRAWINGS
<br />FOR THE ORIGINAL BUILDING. ONLY LIMITED FIELD VERIFICATION HAS BEEN
<br />10.
<br />MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR
<br />PERFORMED. ANY DISCREPANCIES CONCERNING HOW NEW WORK RELATED TO
<br />TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED.
<br />THE AS -BUILT CONSTRUCTION SHALL BE REPORTED TO THE
<br />ARCHITECT/ENGINEER FOR RESOLUTION PRIOR TO BEGINNING WORK.
<br />11.
<br />THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS
<br />FROM ALL OTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL, CIVIL,
<br />5. UNLESS SPECIFIED OTHERWISE, LOCATION AND ELEVATION OF NEW STRUCTURAL
<br />MECHANICAL, AND ELECTRICAL.
<br />ELEMENTS WITHIN THE EXISTING STRUCTURE ARE DETERMINED BY THEIR
<br />RELATIONSHIP TO EXISTING CONDITIONS. THESE RELATIONSHIPS ARE
<br />12.
<br />SEE MECHANICAL, PLUMBING, ELECTRICAL AND OTHER SPECIALTY DRAWINGS AND
<br />NOTED ON THE PLANS, SECTIONS AND DETAILS.
<br />PROJECT SPECIFICATIONS FOR THE FOLLOWING:
<br />A. PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL, ROOF AND FLOOR
<br />6. WHEN PROVIDED, DEMOLITION DRAWINGS INDICATE DEMOLITION EXTENT
<br />OPENINGS, ETC., NOT SHOWN OR NOTED.
<br />ASSOCIATED WITH THE ACTUAL SIZE OF THE NEW ELEMENT. THE EXTENT OF
<br />B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
<br />DEMO MAY NOT REFLECT ADDITIONAL DEMOLITION REQUIRED TO INSTALL NEW
<br />C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING
<br />ELEMENTS. IN ADDITION TO WHAT IS SHOWN ON THE ARCHITECTURAL
<br />EQUIPMENT TO THE STRUCTURE.
<br />DEMOLITION DRAWINGS, MINOR LOCAL DEMOLITION OF EXISTING ELEMENTS MAY
<br />D. ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />BE REQUIRED TO PERFORM THE STRUCTURAL WORK AS INDICATED ON THE
<br />E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES.
<br />PLANS, SECTIONS AND DETAILS.
<br />11.
<br />FRAMING MEMBERS WHICH ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED
<br />BETWEEN DIMENSIONED POINT OF MEMBERS.
<br />DEMOLITION
<br />12.
<br />OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS
<br />1. ALL DEMOLITION SHALL BE CARRIED ON IN SUCH A MANNER AS NOT TO DAMAGE
<br />SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS.
<br />EXISTING ELEMENTS WHICH ARE TO REMAIN A PART OF THE FINISHED STRUCTURE.
<br />13.
<br />MATERIALS SPECIFICATIONS ARE ASTM LATEST EDITION.
<br />2. EXISTING ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE TO
<br />REDUCE SUCH DAMAGE TO A MINIMUM.
<br />BUILDING CODE
<br />3. ALL ELEMENTS OF THE STRUCTURE THAT ARE TO REMAIN AND WHICH ARE DAMAGED
<br />DURING DEMOLITION WORK SHALL BE REPLACED AT NO ADDED COST.
<br />1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE
<br />REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND
<br />REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS
<br />ADOPTED AND AMENDED BY THE CITY OF EVERETT, HEREINAFTER REFERRED TO AS
<br />THE BUILDING CODE.
<br />2. WHERE NOTED IN THE STRUCTURAL NOTES, CONSTRUCTION, MATERIALS, AND
<br />WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING STANDARDS. WHERE THESE
<br />STANDARDS CONFLICT WITH THE BUILDING CODE, THE CODE SHALL GOVERN.
<br />111111151011
<br />ASCE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />ASCE/SEI 7 - 2010 EDITION
<br />ISSUED FOR PERMI-1-
<br />0410812" .{
<br />SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE S. ®
<br />® �� ���
<br />ACCEPTABILITY
<br />DRAWN
<br />CEI
<br />CHECKED
<br />DATE
<br />o4.08.19
<br />SUBTITLE
<br />STRUCTURAL 0�� ��
<br />CURRENT REVISION
<br />22000285�W6214003
<br />SYMBOL
<br />� 9
<br />D
<br />\
<br />�
<br />DATE
<br />04.08.19
<br />ORIG
<br />ACTIVATE STALL 113 � 777X ClREFURB 22999285 W6214003
<br />CEI
<br />EO
<br />04.08.19
<br />�
<br />THIS DESIGN AND/OR
<br />K. WANG
<br />04.08.19
<br />SPECIFICATION IS APPROVED
<br />SHEET
<br />ENGINEER
<br />TITLE
<br />APPROVED BY
<br />DEFT.
<br />DATE
<br />K. WANG
<br />04.08.19
<br />ACTIVATE STALL 113 / 777X Cl REFURB
<br />S2A-1
<br />CHECKED
<br />E. OJALA
<br />04.08.19BUILDING
<br />JOB NO.
<br />COMP No.
<br />APPROVED
<br />22000285/W6214003
<br />APPROVED
<br />STRUCTURAL MASTER EVERETT,
<br />WA
<br />DWI NO. 45-767-S2A-1
<br />ai�i7n7
<br />
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