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ORDER OF PRECEDENCE
<br />DOCUMENTS,IN CASE OF DISCREPANCIES IN CONSTRUCTION
<br />CONTROL
<br />is "" OVER
<br />.R -- _ _ STRUCTURAL
<br />..-.i NOTES
<br />WRITTEN
<br />SPECIFICATIONS. THE STRUCTURAL NOTES SHALL CONTROL OVER ANY OTHER
<br />SPECIFICATIONS,
<br />A. DESIGN
<br />1) WASHINGTON STATE BUILDING CODE BASED ON THE 2015 IBC
<br />2) ADDITIONAL REGULATIONS: STATE OF WASHINGTON OCCUPATIONAL
<br />SAFETY AND HEALTH ,
<br />B. OCCUPANCY AND CONSTRUCTION REQUIREMENTS
<br />1) RISK CATEGORY II
<br />C. DESIGN CRITERIA
<br />1) LATERAL LOADS
<br />a) SEISMIC
<br />1) SEISMIC IMPORTANCE FACTOR, IE® 1.0
<br />2) SEISMIC IMPORTANCE FACTOR FOR COMPONENTS, IP = 1.0
<br />3) MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />Ss m 1.446
<br />S7 ® 0.558
<br />4) SITE CLASS: D
<br />5) DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS:
<br />SIDS 0.964
<br />SDI 0.558
<br />6) SEISMIC DESIGN CATEGORY: D
<br />7) ANALYSIS PROCEDURES USED: EQUIVALENT STATIC FORCE PROCEDURE
<br />2) GRAVITY LOADS
<br />a) GROUND FLOOR LIVE LOAD = 500 PSF
<br />A.GENERAL
<br />1) THESE DRAWINGS HAVE BEEN PREPARED SOLELY FOR USE IN THE
<br />CONSTRUCTION OF THE PROJECT LOCATED IN EVERETT, WASHINGTON,
<br />POSSESSION OF THESE DRAWINGS DOES NOT GRANT LICENSE TO CONSTRUCT
<br />OR FABRICATE THE WHOLE OR PARTS OF THIS PROJECT IN OTHER LOCATIONS.
<br />B COORDINATION
<br />1) COORDINATE WORK IN SUCH A MANNER AS TO MINIMIZE IMPACT ON FACILITY
<br />OPERATIONS.
<br />VERIFY2) COORDINATE WORK OF OTHER CRAFTS HAVING INTERDEPENDENT
<br />RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVI
<br />MATERIALS AND EQUIPMENT. ,
<br />3) FIELD ALL EXISTING ELEVATIONSD DIMENSIONS SHOWNTHE
<br />DRAWINGS BEFORE PROCEEDING WITH THE WORK, IMMEDIATELY REPORT AN
<br />DEVIATIONS TO THE OWNER AND ENGINEER.
<br />C. CONSTRUCTION METHODS AND PROJECT SAFETY
<br />1) THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
<br />STRUCTURE AND DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE
<br />CONSTRUCTION. THE STRUCTURE(S) AND ALL OF ITS PARTS MUST BE
<br />ADEQUATELY BRACED AGAINST WIND AND LATERAL EARTH AND SEISMIC
<br />FORCES
<br />_ PERMANENT
<br />'.A LATERAL RESISTING
<br />HAVE
<br />BEEN CON
<br />trUCTED AND 1LL ATTACHMENTS xND CONNECTIONS A
<br />MOVEMENTSFOR THE STABILITY OF THE STRUCTURE(S) AND ITS PARTS HAVE BEEN MADE.
<br />THE OWNER AND ENGINEER SHALL NOT BE RESPONSIBLE FOR ENFORCING
<br />SAFETY REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND
<br />MAINTAIN ALL SAFETY DEVICES. CONSTRUCTION MATERIALS SHALL BE EVENL
<br />DISTRIBUTED IF PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT
<br />EXCEED ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS OR THEIR
<br />CONNECTIONS. THE CONTRACTORS CONSTRUCTION AND/OR ERECTION
<br />SEQUENCE SHALL TAKE INTO CONSIDERATION THE EFFECTS OF THERMAL
<br />- STRUCTURE
<br />_ CONTRACTOR
<br />HE
<br />AND REQUIREMENTS.
<br />D. SUBMITTALS
<br />1) SUBMITTAL PROCEDURES
<br />a) IDENTIFY PROJECT CONTRACTOR, SUBCONTRACTOR, AND/OR SUPPLIER.
<br />ALL SUBMITTALS SHALL B PROVIDED IN
<br />iF! FORMAT, SUBMITTALS SHALL
<br />BE RETURNED IN PDF FORMAT EMAIL
<br />SUBMITTALS.c) ALLOW FIVE (5) WORKING DAYS MINIMUM FOR REVIEW AND RETURN OF
<br />PRODUCT
<br />D- PURCHASE/FABRICATION
<br />A — . A Bis A IO SHALL
<br />. NOT
<br />COMMENCE
<br />`.._
<br />SUBMITTALSUNTIL ARE RETURNED.
<br />d) SHOP DRAWINGS: ALL SHOP DRAWINGS SHALL BE PREPARED ON
<br />ELECTRONIC MEDIA. ANY
<br />DRAWINGS
<br />BE
<br />CLOUDED
<br />AND
<br />MARKED WITH
<br />_ REVISION
<br />— NUMBERS.
<br />' _
<br />e) ALL SUBMITTALS SHALL B REVIEWED,
<br />——# APPROVED AND INITIALED
<br />—A- . _Ii. ii _
<br />SUPPLIER/DETAILER
<br />REVIEW BY THE ENGINEER. ANY SUBMITTALS NOT REVIEWED, APPROVED
<br />DRAWINGSAND INITIALED BY THE SUPPLIER/DETAILER AND CONTRACTOR SHALL BE
<br />RETURNED WITHOUT REVIEW.
<br />2) SCHEDULE OF SUBMITTALS:
<br />a) SHOP
<br />REINFORCING1) CONCRETE -
<br />PRODUCTEL
<br />2) STRUCTURAL STEEL
<br />DATA
<br />CONCRETE
<br />CONCRETE REINFORCING e• •
<br />ORTS
<br />C) TESTING AND INSPECTION REPORTS
<br />f) WELDER CERTIFICATES
<br />_ E.QUALITY
<br />1) COMPLY WITH SPECIFIED PROJECT STANDARDS AS A MINIMUM FOR QUALITY
<br />FOR THE WORK, EXCEPT WHERE THE DRAWINGS, CODE TOLERANCES, OR
<br />SPECIFIC REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE
<br />WORKMANSHIP.
<br />'..A.,.
<br />CONTRACTORSHALL BE SOLELY RESPONSIBLE FOR CORRECTING ALL SITE
<br />CONDITIONS CAUSED BY CONSTRUCTION ACTIVITIES,
<br />PROTECT ALL EXISTING AND _UTILITIES, STRUCTURES A, EQUIPMENT
<br />DAMAGE.FROM
<br />DRAWINGS,4) CONSTRUCT ALL ITEMS AND COMPONENTS IN FULL ACCORDANCE WITH THE
<br />DRAVVINGS AND SPECIFICATIONS. ANY VARIANCE MUST HAVE WRITTEN
<br />APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION,
<br />5) UNLESS OTHERWISE NOTED, ALL NEWWORK SHALL MATCH EXISTING IN LINE
<br />AND ELEVATION. SHOULD THESE LINES AND ELEVATIONS CONFLICT WITH THE
<br />LINES AND ELEVATIONS SHOWN ON THE
<br />ENGINEER IMMEDIATELY,
<br />A SITE CONDITIONS
<br />1) THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE SITE CONDITIONS-
<br />B MATERIALS
<br />STRUCTURAL
<br />.F A CLEAN,
<br />. A WELL -GRADED,
<br />-_..
<br />WITH ALL ( PASSING THE 1 INCH SIEVE A NOT
<br />MORE THAN
<br />A
<br />PASSING THE NUMBER0 SIEVE.
<br />2) FLOWABLE CONTROL DENSITY FILL (FCDF): FLOWABLE, SELF -LEVELING
<br />MIXTURE OF PORTLAND CEMENT, FLY ASH, FINE AGGREGATES, AIR
<br />ENTRAINING ADMIXTURES AND WATER. EXCAVATABLE: 50 PSI MINIMUM, 100
<br />PSI MAXIMUM 28-DAY COMPRESSIVE STRENGTH. SUBMIT MIX DESIGN TO
<br />ENGINEER FOR REVIEWAND APPROVAL PRIOR TO PLACING.
<br />1) VERIFY THAT SURVEY BENCHMARKS AND INTENDED ELEVATIONS FOR WORK
<br />ARE
<br />A INDICATED.
<br />UNUSUAL2) REMOVE ALL ORGANIC MATERIAL, TOPSOIL, AND ANY FILL FROM UNDER
<br />BUILDINGS AND SLAB AREAS.
<br />3) OVER -EXCAVATE AREAS NOT CAPABLE OF IN SITU COMPACTION.
<br />4) NOTIFY ENGINEER OF ANY
<br />EXCAVATION.
<br />5) CLEAN ALL ` FOOTING
<br />AREAS .�HAND.ALL WET,
<br />FOUNDATIONS.SOFT SOIL
<br />6) ALL FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED NATIVE SOILS OR
<br />COMPACTED STRUCTURAL FILL A MINIMUM OF 18 INCHES BELOWGRADE. NO
<br />LOOSE SOIL OR FILL SHALL BE PERMITTED UNDER FOOTINGS OR
<br />SYM SYM REVISION
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />A
<br />PGB STRINGER BLADE - IFC EXCAVATIONIREMOVAL W6164105
<br />HG
<br />RLT
<br />12,18.19
<br />B
<br />PGB STRINGER BLADE - IFC FOUNDATION W6164105
<br />HG
<br />RLT
<br />02.13.20
<br />D
<br />1) SCARIFY AND PROOF ROLL SUBGRADE TO A DEPTH OF 12 INCHES TO IDENTIFY
<br />SOFT SPOTS, REMOVE ANY SOFT SPOTSAND BACKFILL
<br />WITH STRUCTURAL
<br />COMPACTED2) BACKFILL OVER -EXCAVATED AREAS VVITH STRUCTURAL FILL.
<br />3) STRUCTURAL FILL: BACKFILL IN LAYERS NOT TO EXCEED 6 INCHES
<br />DEPTH.
<br />4) COMPACTION SHALL MEET OR EXCEED THE FOLLOVVING REQUIREMENTS AS
<br />SHOWN AS A PERCENTAGE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM
<br />D698, STANDARD
<br />ARD ASTM D1557, MODIFIED EFFORT:
<br />a) FILL UNDER SLABS:
<br />::- COMPACTED
<br />-D F -. %
<br />5) COMPACTION TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASTM
<br />Tr • CONE •ti OR ASTM r A O
<br />E. TESTING AND INSPECTION
<br />.Ot
<br />1) TESTING AND INSPECTION PER DIVISION I
<br />DIVISION 3.- CONCRETE
<br />A. REFERENCES
<br />1) ACI 301 - STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR
<br />BUILDINGS
<br />2) ACi 302 - GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION
<br />3) ACI 304R - GUIDE FOR MEASURING, MIXING, TRANSPORTING AND PLACING
<br />CONCRETE
<br />4) ACI 318 - BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND
<br />COMMENTARY
<br />5) CRSI MSP-1 - MANUAL OF STANDARD PRACTICE
<br />6) AWS D1.4 - STRUCTURAL WELDING CODE -REINFORCING STEEL
<br />B. CONCRETE REINFORCING
<br />1) SUBMITTALS
<br />a) SWOP DRAWINGS: INDICATE BAR GRADES, SIZES, SPACING, LOCATION,
<br />QUANTITIES, BENDING & CUTTING SCHEDULES.
<br />b) MILL TEST REPORTS.
<br />2) REINFORCING STEEL
<br />a) ASTM A615 GRADE 60 (60 KSI) DEFORMED BAR.
<br />1) THE ACTUAL YIELD STRENGTH BASED ON THE MILL TESTS REPORTS
<br />SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN
<br />18,000 PSI AND THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO
<br />THE ACTUAL YIELD STRENGTH SHALL NOT BE LESS THAN 1.25. IF ASTM
<br />A615 GRADE 60 REINFORCING DOES NOT SATISFY THESE REQUIREMENTS,
<br />ASTM A706 REINFORCING SHALL BE PROVIDED.
<br />b) REINFORCING SUBJECT TO WELDING: ASTM A706 GRADE 60 (60 KSI)
<br />DEFORMED BAR.
<br />1) USE ONLY LOW HYDROGEN E70XX ELECTRODES.
<br />2) WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4.
<br />c) DEFORMED BAR ANCHORS (DBA): ASTM A496, TYPE D2L BY TRW NELSON.
<br />d) HEADED CONCRETE ANCHORS (HCA) TYPE H4L BY TRW NELSON.
<br />3) ACCESSORIES.
<br />a) DOWEL BAR SPLICE ASSEMBLIES: LENTON FORMSAVER BY ERICO PRODUCTS
<br />INC.
<br />4) UNLESS OTHERWISE NOTED ON THE DRAWINGS, LAP SPLICES FOR
<br />REINFORCING SHALL BE AS FOLLOWS:
<br />BAR SIZE
<br />(US)
<br />BAR SIZE
<br />METRIC (SI)
<br />CLASS B
<br />SPLICE
<br />TOP BAR
<br />SPLICE(INCH) (INCH)
<br />3
<br />#10
<br />19
<br />25
<br />#4
<br />#13
<br />25
<br />33
<br />#5
<br />#16
<br />31
<br />41
<br />#6
<br />#19
<br />37
<br />-
<br />#7
<br />#22
<br />54
<br />70
<br />#8
<br />#25
<br />62
<br />80
<br />#9
<br />#29
<br />69
<br />90
<br />#10
<br />#32
<br />77
<br />100
<br />#11
<br />#36
<br />85
<br />110
<br />#14
<br />#43
<br />108
<br />140
<br />#18
<br />#57
<br />139
<br />180
<br />TOP BARS ARE HORIZONTAL BARS PLACED SUCH THAT MORE
<br />THAN 12 INCHES OF FRESH CONCRETE IS CAST BELOW
<br />5) PROVIDE SPECIFIED COVER AS FOLLOWS:
<br />CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3
<br />INCHES (-3/8 INCH/+1 INCH)
<br />b) CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />1) #6 BAR AND LARGER: 2 INCHES (-3/8 INCH/+5/8 INCH)
<br />2) #5 BAR AND SMALLER: 1 1/2 INCHES (-3/8 INCH/+1/2 INCH)
<br />c) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:
<br />1) SLABS, WALLS, JOISTS:
<br />a. #14 BAR AND LARGER: 1 1/2 INCHES (-1/4 INCH/+1/2 INCH)
<br />b. #11 BAR AND SMALLER: 3/4 INCH (-1/4 INCH/+1/4 INCH)
<br />2) BEAM, COLUMNS, PEDESTALS (PRIMARY REINFORCING, TIES, STIRRUPS,
<br />AND SPIRALS): 1 1/2 INCHES (-3/8 INCH/+1/2 INCH)
<br />6) UNLESS OTHERWISE NOTED ON THE DRAWINGS, PROVIDE CORNER BARS TO
<br />MATCH HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS.
<br />C. CAST -IN -PLACE CONCRETE
<br />1) MATERIALS.
<br />a) FINE AND COARSE AGGREGATES. ASTM C33.
<br />b) ADMIXTURES:
<br />1) AIR ENTRAINMENT: ASTM C260
<br />2) ADMIXTURES: ASTM C494
<br />2) ACCESSORIES:
<br />a) ISOLATION JOINT MATERIAL: ASTM D1751 ASPHALT IMPREGNATED
<br />FIBERBOARD. VERIFY COMPATIBILITY WITH REQUIRED CONCRETE COATING
<br />SYSTEMS.
<br />b) CORRUGATED PAPER FORMWORK: SUREVOID PRODUCTS, BY VOIDFORM
<br />PRODUCTS, INC.
<br />c) WATERSTOPS:
<br />1) BENTONITE WATERSTOP: RX-101, 1 INCH X 3/4 INCH FOR CONCRETE 8
<br />INCHES OR THICKER. SECURE TO CONCRETE/SUBSTRATE WITH CETSEAL
<br />SEALANT/ADHESIVE. MANUFACTURER: COLLOID ENVIRONMENTAL
<br />TECHNOLOGIES COMPANY (CETCO).
<br />d) JOINT SEALANTS: ASTM C920, TYPE S, SIKAFLEX 1CSL, BY SIKA
<br />CORPORATION. SELF LEVELING FOR HORIZONTAL JOINT USE.
<br />c) CURING COMPOUND: VOC COMPLIANT ASTM C309 TYPE 1, CLASS B,
<br />ALL -RESIN TYPE, NON -YELLOWING ACRYLIC TYPE. VERIFY COMPATIBILITY
<br />WITH REQUIRED CONCRETE COATING SYSTEMS.
<br />BY I APPROVED I DATE
<br />v .. A t VAPOR BARRIER: ASTM E1745 CLASSis C, ` • ' S _ _ F ULTRA rt..
<br />AGENT:UNDERSLAB MOISTURE -VAPOR BARRIER AND MOISTOP VAPOR BARRIER
<br />TAPE MANUFACTURED BY FORTIFIBER CORPORATION.
<br />g) BONDING COMPLIANT,NON-SOLVENT ( • EPDXY ADHESIVE,
<br />"DURALPREP AC" AS MANUFACTURED BY EUCLID CHEMICAL CO, OR EQUAL,
<br />3) CAST IN PLACE ANCHOR RODS: SEE DIVISION 5.
<br />f POST INSTALLED CONCRETE FASTENERS:
<br />a) EXPANSION ANCHORS: MECHANICAL EXPANSION TYPE: ICC-ESR APPROVED
<br />KWIK BOLT-TZ BY HILTI, INC., OR [CC-ESR APPROVED STRONG BOLT 2 BY
<br />SIMPSONR
<br />CHEMICALb) UNDERCUT ANCHORS: ICC-ESR APPROVED HDA UNDERCUT ANCHOR BY
<br />HILTI, INC. OR ICC-ESR APPROVED TORQ-CUT BY SIMPSON STRONG TIE.
<br />ADHESIVE - ANCHORS: CHEMICAL ANCHOR TYPE: _ R
<br />APPROVED
<br />ySIMPSON STRONG -TIE. SEE DIVISION 5 NOTES FOR THREADED ROD
<br />MATERIAL USED ADHESIVE _ ANCHORS.
<br />d) ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE
<br />STRUCTURAL
<br />yA ENGINEER PRIOR
<br />.•., TO
<br />_ OR
<br />SUBSTITUTION.
<br />- -• PROPOSED
<br />fT O■_:D
<br />SPACINGALTERNATE PRODUCT SUBMITTALS VVILL BE EVALUATED CONSIDERING
<br />ICC-ESR SHOVANG COMPLIANCE NTH THE CURRENT CODE FOR SEISMIC
<br />USES AND LOAD RESISTANCE. PROVIDE MINIMUM EDGE DISTANCE AND
<br />f
<br />NOTEDOTHERVASE R
<br />5) CONCRETE MIX
<br />ALL CONCRETEf LL COMPLY WITH THE REQUIREMENTS OF ACI 318.
<br />CONCRETE SHALL BE TRANSPORTED AND PLACED IN ACCORDANCE WITH
<br />ASTM C94.
<br />6) HOT WEATHER
<br />. CONCRETING SHALL ■. : ACCORDANCE
<br />rD A ACI
<br />- 305R.
<br />i i
<br />COLD SHALL+ RDA T WITH ACI 306R.
<br />8) FINISHING
<br />ALL
<br />ACCORDANCE ACI 301 SECTION 5.
<br />b) EXPOSED EDGES SHALL BE FORMED USING 3/4 INCH CHAMFER UNLESS
<br />OTHERWISE NOTED.
<br />Tr CURING
<br />1) CONCRETE SHALL BE CURED BY USE OF A CURING COMPOUND OR BY USE OF
<br />AN APPROVED PROCESS FOR A MINIMUM OF - DAYS AFTER
<br />CONCRETE PLACEMENT IN ACCORDANCE WITH ACI 308.1. CURING COMPOUN
<br />SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S
<br />: AH' — WRITTEN
<br />INSTRUCTIONS AND SPECIFICATIONS.
<br />GROUT
<br />E.
<br />ASTM C1 107,ICC—ES APPROVED, NON -SHRINK,
<br />— NON-METALLIC, MINIMUM
<br />COMPRESSIVE STRENGTH OF 5000 PSI AT 7 DAYS: FIVE STAR GROUT BY FIVE
<br />STAR PRODUCTS OR MASTERFLOW 928 BY BASF.
<br />2) EQUIPMENT BASES AND COLUMN BASE PLATES SHALL BE GROUTED IN STRI
<br />ACCORDANCE WITH THE MANUFACTURERS WRITTEN INSTRUCTIONS.
<br />F. TESTING AND INSPECTION
<br />1) TESTING D INSPECTION PER DIVISION
<br />C. CONNECTIONS
<br />1LL STRUCTURAL SHALL UTILIZE 1 INCH DIAMETER
<br />A325 _'.
<br />STRENGTH
<br />.'. BOLTSAND BE TYPE N (BEARING WITH THREADS INCLUDED IN THE
<br />SHEARPLANE)OTHERWISE NOTED. CONNECTIONS
<br />NOTED
<br />AS SC (SLIP
<br />CRSHALL • AD INDICATOR WA r- R USE TENSION
<br />CONTROLLED BOLTS. FAYING SURFACESCONNECTING
<br />PARTS IN SC CONNECTIONS SHALL BE PROTECTED AGAINST PAINT AND
<br />OVER -SPRAY.
<br />STRENGTH2) HIGH BE INSTALLED
<br />AN TIGHTENED IN ACCORDANCE
<br />WITH RCSC "SPECIFICATIONS FOR STRUCTURAL JOINTS USING HIGH -STRENGTH
<br />BOLTS" (AISC 360) AND SSTG "STRUCTURAL BOLTING HANDBOOK".
<br />ALL + • -1 UNLESS NOTED
<br />OTHERWISE.
<br />TtWELDING
<br />1) ALL WELDING SHALL BE PERFORMED IN ACCORDANCE VVITH AWS DI A.
<br />2) ALL WELDING ON ELEMENTS OF THE SEISMIC FORCE -RESISTING SYSTEM SHALL
<br />BE PERFORMED IN ACCORDANCE VVITH AWS D1.8.
<br />3) GUARDRAILS AND HANDRAILS SHALL BE PROVIDED VVITH CLOSED ENDS AND
<br />CONNECTIONS SHALL BE CONTINUOUSLY WELDED UNLESS NOTED OTHERWISE.
<br />ACCEPTABILITY
<br />THIS DESIGN AND/OR
<br />CHECKED
<br />SPECIFICATION IS APPROVE tWBOULDS
<br />■ rti
<br />A CORROSIONPROTECTION
<br />FINAL1) ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL SHOP PRIMED.
<br />FINISH OF Z. STRUCTURAL kND MISCELLANEOUS STEEL SHALL MATCH
<br />EXISTING OR
<br />SPECIFIED
<br />— BYi •.— G.
<br />3) FINAL FINISH OF CONCRETE AND COATING SHALL, --
<br />EXISTING • .. SPECIFIED BY i •
<br />I t SUBTITLE
<br />10.03.19 GENERAL STRUCTURAL NOTEST
<br />12.18.19
<br />TITLE
<br />12.18.19
<br />12.18.19
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<br />12.18.19 1 STRUCTURAL MASTER
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