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STRUCTURAL ABBREVIATIONS
<br />&
<br />- AND
<br />@
<br />- AT
<br />.9 DEG
<br />- DEGREE
<br />0, DIA
<br />- DIAMETER
<br />(E), EXIST
<br />- 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 />BASE 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 />ci
<br />- CONSTRUCTION JOINT/CONTROL JOINT
<br />Cip
<br />- COMPLETE JOINT PENETRATION
<br />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 />DO
<br />- DEMAND CRITICAL
<br />DBL
<br />- DOUBLE
<br />DEG
<br />- DEGREE
<br />DEMO
<br />- DEMOLITION
<br />DET
<br />- DETAIL
<br />DA
<br />- DIAMETER
<br />DAG
<br />- DIAGONAL/DIAGRAM
<br />DIM
<br />- DIMENSION
<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 />EOS
<br />- EDGE OF SLAB
<br />EQ
<br />- EQUAL
<br />EQL SPCD
<br />- EQUALLY SPACED
<br />EQUIP
<br />- EQUIPMENT
<br />ES
<br />- EACH SIDE
<br />ESC
<br />- ESCALATOR
<br />EW
<br />- EACH WAY
<br />EXP
<br />- EXPANSION
<br />EXT
<br />- EXTERIOR
<br />FIN
<br />FINISH(ED)
<br />PAF
<br />POWER ACTUATED FASTENER
<br />FLO
<br />- FLANGE
<br />PAR
<br />PARALLEL/ PARAPET
<br />FLR
<br />- FLOOR
<br />PC
<br />PRECAST CONCRETE
<br />FO xxx
<br />- FACE OF xxx
<br />PEMB
<br />PRE ENGINEERED METAL BUILDING
<br />FOC
<br />- FACE OF CONCRETE
<br />PEN
<br />PENETRATE/PENETRATION
<br />FOF
<br />- FACE OF FINISH
<br />PIL
<br />PILASTER
<br />FOS
<br />- FACE OF STEEL
<br />pip
<br />PARTIAL JOINT PENETRATION
<br />FP
<br />- FIREPROOFING)
<br />WELD
<br />/FIRE PROTECTION
<br />PL
<br />- PLATE
<br />FRT
<br />- FIRE RETARDANT TREATED
<br />P L C S
<br />- PLACES
<br />FS
<br />- FAR SIDE
<br />PNI
<br />- PANEL
<br />FT
<br />- FOOT, FEET
<br />PRCST
<br />- PRECAST
<br />FTG
<br />- FOOTING
<br />PREFAB
<br />- PREFABRICATED
<br />PSF
<br />POUNDS PER SQUARE FOOT
<br />GA
<br />- GAGE/GAUGE
<br />PSI
<br />POUNDS PER SQUARE INCH
<br />GALV
<br />- GALVANIZED
<br />PT
<br />POST TENSIONED/PRESSURE TREATED
<br />GEN
<br />- GENERAL
<br />PUR
<br />PURLIN
<br />GLB
<br />- GLUE LAMINATED TIMBER
<br />GR
<br />- GRADE
<br />R
<br />RADIUS
<br />GB
<br />- GRADE BEAM
<br />RC
<br />REINFORCED CONCRETE
<br />GYP BD
<br />- GYPSUM BOARD
<br />RD
<br />ROOF DRAIN
<br />REF
<br />REFERENCE
<br />H
<br />- HIGH
<br />REINS
<br />- REINFORCING
<br />HDR
<br />- HEADER
<br />REQD
<br />- REQUIRED
<br />HGR
<br />- HANGER
<br />RO
<br />- ROUGH OPENING
<br />HLDN
<br />- HOLDDOWN
<br />RTU
<br />- ROOFTOP UNIT
<br />HORIZ
<br />- HORIZONTAL
<br />HSS
<br />- HOLLOW STRUCTURAL
<br />SO
<br />- SLIP CRITICAL
<br />SECTION
<br />SCHED
<br />- SCHEDULE
<br />HT
<br />- HEIGHT
<br />SLRS
<br />- SEISMIC LOAD RESISTING SYSTEM
<br />HVAC
<br />- HEATING, VENTILATING AND
<br />SHT
<br />- SHEET
<br />AIR CONDITIONING
<br />SHTHG
<br />- SHEATHING
<br />Sim
<br />- SIMILAR
<br />0
<br />- INSIDE DIAMETER
<br />sms
<br />SHEET METAL SCREW
<br />IF
<br />- INSIDE FACE
<br />SPEC
<br />SPECIFICATION
<br />li
<br />- ISOLATION JOINT
<br />SPCS
<br />SPACES
<br />IL
<br />- INSIDE LAYER
<br />SQ
<br />SQUARE
<br />IN
<br />- INCHES
<br />SSH
<br />SHORT SLOTTED HOLE
<br />INFO
<br />- INFORMATION
<br />SST
<br />STAINLESS STEEL
<br />INSUL
<br />- INSULATE/INSULATION
<br />STD
<br />STANDARD
<br />INT
<br />- INTERIOR
<br />ST117
<br />STIFFENER
<br />STLI
<br />STEEL
<br />JST
<br />- JOIST
<br />STL JST
<br />- STEEL JOIST
<br />JT
<br />- JOINT
<br />STRUCT
<br />- STRUCTURAL
<br />SYMM
<br />- SYMMETRICAL
<br />KIP
<br />- KIP (1,000 POUNDS)
<br />K&
<br />- KIPS PER SQUARE INCH
<br />TB
<br />- THROUGH BOLT
<br />KWY
<br />- KEYWAY
<br />TBC
<br />- THREADED BAR COUPLER
<br />TBR
<br />- TO BE REMOVED
<br />L
<br />- ANGLE/LENGTH
<br />THK
<br />- THICK(NESS)
<br />LBR
<br />- LUMBER
<br />T.O. xxx
<br />- TOP OF xxx
<br />LLBB
<br />- LONG LEG BACK TO BACK
<br />TOO
<br />- TOP OF CONCRETE
<br />LLH
<br />- LONG LEG HORIZONTAL
<br />TOF
<br />- TOP OF FOOTING
<br />LLV
<br />- LONG LEG VERTICAL
<br />TOGB
<br />- TOP OF GRADE BEAM
<br />LC
<br />- LOCATION
<br />TOS
<br />- TOP OF STEEL
<br />LSH
<br />- LONG SIDE HORIZONTAL
<br />TOSL
<br />- TOP OF SLAB
<br />LSV
<br />- LONG SIDE VERTICAL
<br />TOW
<br />- TOP OF WALL
<br />TRANSV
<br />- TRANSVERSE
<br />MAX
<br />- MAXIMUM
<br />TRTD
<br />- TREATED
<br />MB
<br />- MACHINE BOLT
<br />TYR
<br />- TYPICAL
<br />MBR
<br />- MEMBER
<br />T/C
<br />- TENSION/COMPRESSION CORD
<br />MECH
<br />- MECHANICAL
<br />T&B
<br />- TOP AND BOTTOM
<br />MEZZ
<br />- MEZZANINE
<br />T&G
<br />- TONGUE AND GROOVE
<br />MFR
<br />- MANUFACTURE(R/D)
<br />MFR REC
<br />- MANUFACTURER'S
<br />UON
<br />- UNLESS OTHERWISE NOTED
<br />RECOMMENDATIONS
<br />MH
<br />- MANHOLE
<br />VIF
<br />- VERIFY IN FIELD
<br />MID
<br />- MIDDLE
<br />VNR
<br />- VENEER
<br />MIN
<br />- MINIMUM
<br />VERT
<br />- VERTICAL
<br />MISC
<br />- MISCELLANEOUS
<br />W
<br />- WIDE/WIDTH
<br />NA
<br />- NOT APPLICABLE
<br />WD
<br />- WOOD
<br />NIC
<br />- NOT IN CONTRACT
<br />WF
<br />- WIDE FLANGE
<br />NIP
<br />- NOT IN PERMIT
<br />WO
<br />- WHERE OCCURS
<br />NORM
<br />- NORMAL
<br />WP
<br />- WATERPROOFING/WORK POINT
<br />NO
<br />- NUMBER
<br />WPM
<br />- WATERPROOF MEMBRANE
<br />NS
<br />- NEAR SIDE
<br />WT
<br />- WEIGHT
<br />NTS
<br />- NOT TO SCALE
<br />WWF
<br />- WELDED WIRE FABRIC
<br />W/
<br />- WITH
<br />Oc
<br />- ON CENTER
<br />W/o
<br />- WITFIOUT
<br />OD
<br />- OUTSIDE DIAMETER
<br />OF
<br />- OUTSIDE FACE
<br />YD
<br />- YARD
<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 />sym I REVISION BY APPROVED DATE SYM REVESlOhf BY APPROVED DATE
<br />ORIG 45-001 STRUCTURAL VERTICAL UPGRADES 1786915 CPA 10.08.19
<br />A DEFERRED SUBWTTAL 1786915 CP&A/HSK 07.10.20
<br />N
<br />BUILDING CODE
<br />ALLCONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF
<br />THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE
<br />INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AS ADOPTED AND AMENDED BY THE CITY OF
<br />EVERETT, HEREINAFTER REFERRED TO AS THE BUILDING CODE.
<br />E L_
<br />ENGINEER OF RECORD
<br />FOR ALL ASPECTS OF THE STRUCTURAL VERTICAL UPGRADES, CASPER, PHILLIPS & ASSOCIATES
<br />WILL DESIGNATE A PARTICULAR PERSON AS THE REGISTERED DESIGN PROFESSIONAL, ALSO KNOWN
<br />I
<br />HEREIN AS THE "ENGINEER OF RECORD," (EOR). THE DESIGNATED FOR WILL BE THE
<br />PROFESSIONAL ENGINEER THAT SEALS THESE DRAWINGS.
<br />STANDARDS
<br />CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL ALSO CONFORM TO THE FOLLOWING
<br />STANDARDS. WHERE THESE STANDARDS CONFLICT WITH THE BUILDING CODE, THE BUILDING CODE
<br />SHALL GOVERN.
<br />ASCE "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"
<br />AMERICAN SOCIETY OF CIVIL ENGINEERS
<br />ASCE/SEI 7-10
<br />AWS 'STANDARD SYMBOLS FOR WELDING, BRAZING, AND NON-DESTRUCTIVE EXAMINATION
<br />AMERICAN WELDING SOCIETY
<br />AWS A2.4: 2012
<br />"STANDARD WELDING TERMS AND DEFINITIONS"
<br />AMERICAN WELDING SOCIETY
<br />AWS A3,OM/A3.0® 2010
<br />AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />ANSI/RISC 360-10
<br />AISO "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"
<br />AMERICAN INSTITUTE OF STEEL CONSTRUCTION
<br />ANSI/AISC 303-10
<br />AWS "STRUCTURAL STEEL WELDING CODE - STEEL"
<br />AMERICAN WELDING SOCIETY
<br />AWS Dl.1/DIIM: 2010, AS MODIFIED BY ANSI/RISC 360-10
<br />RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS,'
<br />RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
<br />DECEMBER 31, 2009
<br />DESIGN CRITERIA
<br />ONLY GRAVITY LOADS ARE CONSIDERED FOR THIS WORK. PER l8kC SECTION 101.4.7,
<br />WORK ON EXISTING BUILDINGS IS GOVERNED BY THE INTERNATIONAL EXISTING
<br />BUILDING CODE (IEBC), 2015 EDITION, PER THE IEBC WORK AREA METHOD, THE
<br />ALTERATIONS TO THE 45-001 BUILDING QUALIFY AS A "LEVEL 1" ALTERATION. A
<br />LEVEL 1 ALTERATION ONLY REQUIRES A GRAVITY LOAD ANALYSIS PER IEBC SECTION
<br />707.2.
<br />SCUPPERS ARE REQUIRED ON BOTH THE HIGH -BAY AND LOW -BAY ROOFS IN ORDER
<br />TO PREVENT OVERLOADING OF THE ROOF STRUCTURE BY PONDING. SCUPPERS SHALL
<br />BE INSTALLED AND FUNCTIONAL AS PART OF THE 45-001 STRUCTURAL VERTICAL
<br />UPGRADES, AND PRIOR TO RE -OCCUPANCY OF THE 45-001 BUILDING.
<br />DESIGN LOADS
<br />1. (L) LIVE LOADS
<br />FAN ROOM 40 PSF
<br />WALK-ON CEILING 200 LBS CONC. (SEE WALK-ON
<br />m
<br />2. (D) DEAD LOAUw
<br />FLOOR DEAD LOAD, ROOF SYSTEM,
<br />HVAC, FRAMING, CEILING, PIPING, ETC.
<br />3. (W)
<br />WIND LOADS
<br />N/A
<br />4. (E)
<br />SEISMIC LOADS
<br />N/A
<br />5, (S)
<br />SNOW LOADS
<br />GROUND SNOW LOAD Pg
<br />FLAT ROOF (BALANCED) SNOW LOAD Ps
<br />MAX. SNOW DRIFT Pdr (AT LOW ROOF)
<br />(Pdr TAPERS TO 0 PSF @ 15 FT)
<br />6. (R)
<br />RAIN LOADS
<br />PONDING
<br />RAIN -ON -SNOW SURCHARGE
<br />CEILING DRAWINGS FOR ADDITIONAL
<br />LOADING CRITERIA)
<br />SEE ITEM 7 BELOW.
<br />20 PSF (UNREDUCED)
<br />Ihm
<br />wil offilr3mul all
<br />17,55 PSF
<br />11.06 PSF
<br />60.34- PSF
<br />SEE CALCULATIONS
<br />5 PSF
<br />DESIGN LOADS (CONT.)
<br />7. CRANE LOADS
<br />HIGH -BAY STACKER
<br />CRANES (2) LOW -BAY
<br />STACKER CRANES (6)
<br />ENGINE INSERT CRANES (2)
<br />(D) = 72.4K
<br />EACH
<br />(D) = 37,2K EACH
<br />(D) = 1 O.OK EACH
<br />Q = 2.OK EACH
<br />(L) = 2,0K EACH
<br />(L) = 10. 0 K EACH
<br />DESIGN LOAD COMBINATIONS
<br />1.
<br />LRFD
<br />LOAD COMBINAT0NS
<br />FOR MAIN STRUCTURAL
<br />SYSTEM:
<br />(A)
<br />1.4D
<br />(8)
<br />1.2D
<br />+ 1.6L + 0.5S
<br />(C)
<br />11.2D
<br />+ 1.6S + 0.5L
<br />2,
<br />ASD
<br />LOAD COMBINATIONS
<br />FOR SOIL LOADING -
<br />(A)
<br />D
<br />(B)
<br />D +
<br />L
<br />(C)
<br />D +
<br />S
<br />(D)
<br />D +
<br />0.51_ + 0.5S
<br />GENERAL NOTES
<br />1. THE STRUCTURAL DRAWINGS REPRESENT THE DESIGN OF MODIFICATIONS TO THE PRIMARY
<br />STRUCTURE BASED ON PRESCRIBED LOADS (SEE "DESIGN LOADS" SECTION), IMPOSED ON THE
<br />STRUCTURE PER THE BUILDING CODE AS SPECIFIED IN THE "BUILDING CODE" SECTION. THE
<br />PRIMARY STRUCTURE OF THE BUILDING IS DEFINED AS THE COLUMN FOOTINGS, COLUMNS, BEAMS,
<br />SUSPENDED FLOOR SLAB, TRUSSES, FLOOR FRAMING, CEILING FRAMING, AND LATERAL FORCE
<br />RESISTING ELEMENTS REQUIRED TO MAINTAIN THE STABILITY OF THE COMPLETED STRUCTURE AS A
<br />WHOLE.
<br />2. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE
<br />DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF THE BUILDING CODE AS
<br />DEFINED IN THE "BUILDING CODE" AND "STANDARDS" SECTIONS.
<br />3. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE
<br />METHOD OF CONSTRUCTION. METHOD OF CONSTRUCTION AND ALL RELATED COST AND SCHEDULE
<br />CONCERNS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL PROVIDE ALL
<br />MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES
<br />SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION
<br />EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT
<br />INCLUDE INSPECTION OF THE ABOVE ITEMS.
<br />4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY BRACING AS REQUIRED FOR THE
<br />STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL MEMBERS ARE IN PLACE AND FINAL
<br />CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
<br />5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE MEANS,
<br />METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK.
<br />6. CONSTRUCTION TOLERANCES SHALL CONFORM TO THE BUILDING STANDARDS SPECIFIED IN THE
<br />"BUILDING CODE" SECTION UNLESS STRICTER TOLERANCES ARE NECESSARY FOR THE FORM,
<br />FIT AND FUNCTION OF THE COMPONENT AND/OR BUILDING.
<br />7. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO
<br />CONSTRUCTION. THE FOR SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES IN A
<br />PROMPT MANNER.
<br />8. IF ANY ERRORS OR OMISSIONS APPEAR TO EXIST IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER
<br />CONTRACT DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE FOR IN WRITING AND SHALL RESOLVE
<br />ANY SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK.
<br />9. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL
<br />DETAILS. WHERE SPECIFIC NOTES AND DETAILS ON DRAWINGS AND THE GENERAL NOTES AND
<br />TYPICAL DETAILS ARE IN CONFLICT WITH THE PROJECT SPECIFICATIONS, THE MOST STRINGENT SHALL
<br />APPLY. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED AS SHOWN FOR SIMILAR
<br />WORK, SUBJECT TO REVIEW BY THE EOR.
<br />10. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THEIR USE.
<br />ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED,
<br />11. THE CONTRACTOR SHALL COORDINATE THE STRUCTURAL DRAWINGS WITH DRAWINGS FROM ALL
<br />OTHER DISCIPLINES, INCLUDING BUT LIMITED TO ARCHITECTURAL, CIVIL, MECHANICAL, CRANES AND
<br />ELECTRICAL.
<br />12. 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 OPENINGS, ETC., NOT
<br />SHOWN OR NOTED.
<br />B. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS.
<br />C. ANCHORAGE AND BRACING FOR ELECTRICAL, MECHANICAL OR PLUMBING EQUIPMENT To THE
<br />STRUCTURE.
<br />D. ANCHOR BOLTS FOR MOTOR MOUNTS.
<br />E. SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES.
<br />13. OPENINGS, POCKETS, ETC, SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY
<br />DETAILED ON THE STRUCTURAL DRAWINGS.
<br />14. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION.
<br />A DENDUM Gl - 07.102020
<br />DEFERRED SUMTTAL
<br />ACCEPTABILITY
<br />THIS DESIGN AND/OR �CHECKED
<br />SPECIFICATION IS APPROVED
<br />DRAWN
<br />DATE
<br />SUBTITLE
<br />STRUCTURAL ABBREVAMNS AND NOTES
<br />CURRENT REVISION
<br />17869151
<br />I SYMBOL DATE
<br />A 07.10.20
<br />SHEET
<br />S2-1
<br />rNGINEER
<br />I -
<br />TITLE 45-001 STRUCTURAL VERTICAL UPGRADES
<br />BUILDNIG 45-001
<br />MASTER EVERETT, WA45-001
<br />APPROVED BY
<br />DEPT. I DATE
<br />CHECKED
<br />. 1786915 COMP NO,
<br />APPROVED
<br />APPROVED
<br />:71STRUCTURAL
<br />DWG IUD,
<br />-S2-1
<br />
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