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<br />���_U��������� STRUCTURAL ������ 8 ��x����� NOTES
<br />����
<br />CODES AND REFERENCES:
<br />ADHESIVE DOWELS:
<br />SHOP DRAWNGS:
<br />2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASH|NGTON AND CITY OF
<br />ALL ADHESIVE DOWELS SHALL HAVE CURRENT |CC APPROVAL FOR MATERIAL INTO WHICH INSTALLATION
<br />SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS.
<br />EVERETT AMENDMENTS AND SUPPLEMENTED WITH ASCE 7-10.
<br />TAKES PLACE' SUCH AS H|Ol HY200—R (ICC E3R-3187) OR APPROVED EQUIVALENT.
<br />THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
<br />ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.:
<br />PRECAST CONCRETE.
<br />^
<br />ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW.
<br />������ ���� ������
<br />REINFORCING SHOWN IN DETAIL IS FOR IN —PLACE CONDITION.CONTRACTOR SHALL BE RESPONSIBLE
<br />VERIFY ALL DIMENSIONS WITH OWNER
<br />FOR PICK UP POINT INSERTS AND LOCATIONS, SPECIAL PICK UP REINFORCING AND STRONG BACKS'
<br />'
<br />CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />AND ALL PICK UP AND PLACING OPERATIONS,
<br />MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBST|TUT|ONS, OR DEVIATIONS FROM
<br />AND COMMENTARY, AC| 318-14.
<br />�
<br />CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY
<br />CONCRETE (PRECAST) 7TH EDITION OF PC| DESIGN HANDBOOK: PRECAST AND
<br />DRYPACK.
<br />^
<br />SUBMITTING PART|ES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O.
<br />PRESTRESSED CONCRETE.
<br />DRYPACK SHALL BE 5'000 P5| NON —SHRINK GROUT' FIVE STAR
<br />DR EQUIVALENT. INSTALL DRYPACKCONCRETE
<br />REINFORCING CRS| REINFORCING BAR DETAILING, 3015'
<br />UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED.
<br />THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS
<br />STRUCTURAL STEEL 14TM EDITION OF STEEL CONSTRUCTION MANUAL /A|3C
<br />AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW.
<br />SCM/ � INCLUDING THE SPECIFICATION FOR STRUCTURAL
<br />CHEMICAL —RESISTANT C00NG:
<br />STEEL BUILDINGS A|3C 360-10.
<br />THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN
<br />STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE _STEEL. ANS D1.1_15_
<br />pOLySH|ELD SS_100 OR OWNER APPROVED ALTERNATE SHALL BE USED AT TRENCH SURFACES.
<br />INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED
<br />/ — ` ' �
<br />STAINLESS STRUCTURAL STEEL VVEL�|N� STRUCTURAL WELDING CODE —STEEL, �NS D1 5-17
<br />^
<br />PREPARE EXISTING AND NEW CONCRETE AND STEEL SURFACES ACCORDING T0 MANUFACTURER'S
<br />CHANGES TO CONTRACT DOCUMENTS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE
<br />RECOMMENDATIONS. APPLY PRIMER AND COATINGS PER MANUFACTURER,
<br />CONSTRUCTED TO CONTRACT DOCUMENTS.
<br />HYDROPH�LIC @ATERSTOPS
<br />THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE
<br />RISK CATEGORY = ||.
<br />^
<br />DESIGNING OR SUBMITTING AUTHORITY.
<br />HYDROPHILIC WATERSTOPS SHALL BE INSTALLED AT ALL BELOW —GRADE CONCRETE TRENCH JOINTS OR
<br />REVIEWING |S INTENDED ONLY A3 AN AID TO THE CONTRACTOR |N OBTAINING CORRECT SHOP
<br />DRAWINGS.
<br />INTERFACES, HYDROPHILIC VATERSTOP3 SHALL BE 3/4'x 1"S|KA 3VELL3TOP OR APPROVED
<br />CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS.
<br />EQUIVALENT. INSTALL HYDROPHILIC VW4TERSTOPS PER MANUFACTURER'S RECOMMENDATIONS.
<br />HS-20 TRUCK LOAD|NG,
<br />GENERAL
<br />-
<br />JOINT SEWLANTS�
<br />SEISMIC:
<br />JOINT SEALANTS SHALL BE 0KAFL�X —1C SL OR APPROVED EQUIVALENT POLYURETHANE JOINT
<br />THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT
<br />IMPORTANCE FACTOR |o = 1D
<br />' '
<br />SEALANT. FOAM BACKING RODS SHALL COMPLY WITH VVSDOT SPECIFICATION Q—O8.�� INSTALL JOINT
<br />INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />'
<br />LATITUDE = 47'8237' LONGITUDE —122'2785'
<br />SEALANT PER MANUFACTURER'S RECOMMENDATIONS.
<br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SMALL INCLUDE,
<br />3S = 1.446' Sl = 0.559, SEISMIC SITE CLASS = C.
<br />BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
<br />Sda = 0.964, Sd1 = 0.484' SEISMIC DESIGN CATEGORY = D.
<br />STRUCTURAL
<br />STEEL:
<br />THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEAN3, METHODS,
<br />ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE.
<br />TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
<br />PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION V|3|T3 TO THE SITE INCLUDE INSPECTION OF
<br />ALL CONSTRUCTION SHALL BE PER A|SC—SCM.
<br />THESE ITEMS,
<br />REFERENCE �EOTECHN|CAL REPORT SUPPLIED BY TERRACON� JOB NO. 81115�85� DATED JANUARY 17,
<br />ALL STRUCTURAL STEEL SMALL BE AS FOLLOWS:
<br />'
<br />�
<br />CONSTRUCTION MATERIALS SHALL BE SPREAD OUT |F PLACED 0N FRAMED CONSTRUCTION. [DAQ SHALL
<br />"
<br />2012. SPREAD FOOTINGS AND MAT FOUNDATIONS SMALL BEAR ON A MINIMUM OF 6OF ENGINEERED
<br />NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT
<br />'
<br />FILL 18" MINIMUM BELOW FINISHED GRADE. ENGINEERED FILL SHALL MEET THE REQUIREMENTS OF
<br />WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE
<br />FOUNDATION MATERIAL CLASS A AS DEFINED |N SECTION 9—O317 OF THE VV3DOT STANDARD
<br />' '
<br />THE LATEST EDITION AND/OR ADDENDA UNO
<br />' ' ' '
<br />SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. DESIGN SOIL BEARING VALUE =
<br />HIGH -STRENGTH BOLTS:'~
<br />4ODO P3F' MODULUSOF SUBGRADE REACTION = 30O P3| REFER TO �EOTECHN|CAL REPORT FOR ' ' �
<br />ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,MECHANICAL, PLUMBING AND
<br />�
<br />ADDITIONAL INFORMATION PRIOR TO COMMENCEMENT OF EARTHWORK.
<br />—
<br />ALL HIGH —STRENGTH BOLTS SHALL CONFORM T0 A�T� A32� AND SHALL �E INSTALLED A�
<br />`
<br />ELECTRICAL WITH APPROPRIATE TRADES, DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
<br />BEARING —TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE /|.E. A TYPE °N" CONNECTION).
<br />CONCRETE
<br />HIGH —STRENGTH BOLTS SHALL BE SNUG —TIGHT, TYPICAL, U.N.O. AN INDEPENDENT TESTING LABORATORY
<br />OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE
<br />SHALL INSPECT ALL HIGH —STRENGTH BOLTING.
<br />RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS.
<br />MINIMUM %D—DAY STRENGTH OF CONCRETE SHALL BE 4500 PSI:
<br />WELDING.
<br />`
<br />NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES AND
<br />ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AC|. MECHANICALLY VIBRATE ALL CONCRETE WHEN
<br />TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK
<br />PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DU0TS,
<br />WELDERS HOLDING VALID VV.A.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF
<br />ON THE PROJECT.
<br />TURNDOWNS, ETC. MAXIMUM SLUMP IS 4 1/2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS
<br />WELD SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING. CERTIFICATES SHALL BE
<br />'
<br />USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL, MAXIMUM
<br />[HOSE ISSUED BY AN ACCEPTED TESTING AGENCY,
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF
<br />WATER/CEMENT RATIO //C\ SHALL BE 0'45 FOR GENERAL CONCRETE. USE 1 1/2" MINUS COARSE
<br />CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER.
<br />AGGREGATE FOR CONCRETE O"TH|CK AND GREATER; USE 3/4"M|NU3 COARSE AGGREGATE FOR
<br />ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS' U.N.O. ALL WELDING SHALL BE PER LATEST
<br />THINNER SECTIONS. PROVIDE AIR ENTRAINMENT /5% ± 1%\ IN CONCRETE EXPOSED TO FREEZE —THAN
<br />AWB STANDARDS,
<br />TYPICAL DETAILS MAY NOT N���33A�|LY �� CUT ON PLANS, BUT APPLY, U.N.O.
<br />ACTION.
<br />THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR WAY SHOP
<br />WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR
<br />FLY ASH'
<br />WELD OR FIELD VELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON
<br />SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
<br />THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE
<br />FLY ASH' IF PERMITTED BY ENGINEER, SHALL BE LIMITED TO 10% OF CEMENT|T|OU5 MATERIALS AND
<br />TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY.
<br />ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL
<br />SHALL HAVE A REPLACEMENT FACTOR OF 1'2 RELATIVE TO CEMENT REPLACED' NO FLY ASH ADDITIVES
<br />HEADED STUDS:
<br />OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT.
<br />SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
<br />SPECIAL
<br />STRUCTURAL
<br />INSPECTON:
<br />ALL REFERENCE TO HEADED STUDS SMALL BE AUTOMATIC WELDED HIGH —STRENGTH HEADED STUDS.
<br />REINFORCING STEEL FOR CONCRETE^
<br />'
<br />ATTACHMENT SHALL CONFORM TO ALL REQUIREMENTS OF AW5. CONFORMANCE SHALL INCLUDE, BUT NOT
<br />BE LIMITED TO, ALL QUALITY CONTROL TESTING PROVISIONS OF THE AFOREMENTIONED PUBLICATIONS.
<br />SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE
<br />USE ASTM A615, GRADE 60 (FY = 60 DEFORMED BARS FOR ALL BARS. NO TACK WELDING OF
<br />INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION"
<br />REINFORCING BARS ALLOWED WITHOUT PRIOR RPNB0 OF PROCEDURE WITH THE STRUCTURAL ENGINEER.
<br />STEEL EMBEDS AT INTERIOR OF TRENCHES.
<br />SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED
<br />AC| 318 SHALL APPLY. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM
<br />BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE
<br />MOISTURE AND CORROSION.
<br />ALL STEEL EMBED pL4JE3 AT INTERIOR OF TRENCHES SHALL BE STAINLESS STEEL (S3) AEJW 240
<br />FOLLOWING:
<br />TYPE 304L` UNLESS NOTED OTHERWISE.
<br />BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS SHALL BE PER AC| 3P-06.
<br />1. CONCRETE:
<br />DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD SO —DEGREE HOOKS' U.N.O.
<br />PROTECTIVE COATINGS FOR CARBON STEEL TRENCH EMBEDS-
<br />A\ DURING THE TAKING OF TEST SPECIMENS.
<br />'
<br />' SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE
<br />8\ DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O.
<br />ALL EXPOSED SURFACES OF CARBON STEEL EMBEDS AT TRENCHES SHALL RECEIVE POLYESTER POWDER
<br />C VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE /P�R|0D|C\
<br />/ (PERIODIC).
<br />�A� ������ k� ��W�����^
<br />'
<br />COATING WITH A MINIMUM THICKNESS OF 3 MILS. USE POVVDURA SUPER DURABLE TC|C POWDER
<br />D\ NO INSPECTION IS REQUIRED FOR SLABS ON GRADE.
<br />COATING OR APPROVED EQUIVALENT. APPLY PRIMER AND COATING PER MANUFACTURER'S
<br />LAP SPLICES, U'N'O'' SHALL BE CLASS 'B'TENS|ON LAP SPLICES PER AC| 31B' STAGGER SPLICES A
<br />RECOMMENDATIONS. COORDINATE COLOR WITH OWNER.
<br />2' PRECAST CONCRETE /|N ADDITION TO ABOVE):
<br />MINIMUM OF /1\ LAP LENGTH.
<br />DURING ERECTION O� PRECAST MEMBERS .
<br />(PERIODIC).
<br />A) ` '
<br />FIELD REPAIR: FIELD REPAIR OF DAMAGED POLYESTER POWDER COATING SHALL BE DONE IN
<br />ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT
<br />ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
<br />J. BOLTS IN CONCRETE:
<br />CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER
<br />TYPICAL DETAILS,
<br />HANDLING: AFTER SHOP FABRICATION AND COATING, STRUCTURAL STEEL MEMBERS SHALL BE HANDLED
<br />A� DURING THE PLACING �F CONCRETE AROUND BOLTS.
<br />''' ~~''''`~ '''� '�`~''`` ~' ~~'``'`^'^ '`'`~`'`~ ~~�'~'
<br />REINFORCING STEEL COVER:
<br />WITH SUFFICIENT CARE TO MINIMIZE DAMAGE DURING SHIPMENT.SUFFICIENT DUNNAGE SHALL �E USED
<br />4. REINFORCING STEEL (PERIODIC):
<br />TO PREVENT ANY RUBBING OF STEEL TO STEEL.
<br />A\ DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE
<br />ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. CLEAR CONCRETE COVERAGES
<br />SPECIAL INSPECTION NOTED ABOVE.
<br />AS FOLLOWS:
<br />� oxr/ mue'
<br />4\ VISUAL INSPECTION OF ALL FIELD WELDS.
<br />EXPOSED TO EARTH OR WEATHER B\ NON—DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS.
<br />8. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
<br />A) THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT
<br />CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
<br />B\ PER IBC SECTION 1704.2.4: THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS
<br />TO THE BUILDING OFFICIAL AND TO THE ENGINEER OF RECORD. ALL DISCREPANCIES
<br />SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN, IF
<br />UNCORRECTED TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL. SUBMIT FINAL
<br />REPORT AS REQUIRED.
<br />C) UPON COMPLETION OF THE ASSIGNED WORK' THE ENGINEER SHALL COMPLETE AND SIGN
<br />THE APPROPRIATE FORMS CERTIFYING THAT, TO THE BEST OF THEIR KNOWLEDGE, THE
<br />WORK IS IN CONFORMANCE WITH THE APPROVED PLANS, SPECIFICATIONS AND THE
<br />APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.
<br />FOR ADDITIONAL INFORMATION ON SPECIAL STRUCTURAL INSPECTIONS, CONTACT STRUCTURAL ENGINEER
<br />PRIOR TO START OF CONSTRUCTION.
<br />A.B��.
<br />AGGREGATE BASE COURSE
<br />' ' ' '
<br />' 'HOLLOW CORE
<br />A.F.F�' ' ' ' '
<br />'ABDVE FINISHED FLOOR
<br />H0RZ/ ' ' '
<br />' -HORIZONTAL
<br />ALT. ' ' ' ' '
<br />'ALTERNATE
<br />|.FN: ' ' '
<br />' '|NS|DE FACE OF WALL
<br />A.B.
<br />ANCHOR BOLT
<br />I.E.
<br />INVERT ELEVATION
<br />BM
<br />BEAM
<br />K /K|F4
<br />1,000 POUNDS
<br />ELFF
<br />BELOW FINISHED FLOOR
<br />L.L.
<br />LIVE LOADS
<br />B�D.B.
<br />BOTTOM OF BEAM
<br />LBS
<br />POUNDS
<br />BllCi
<br />BOTTOM OF DECK
<br />L.L.H.
<br />LONG LEG HORIZONTAL
<br />8,01.
<br />BOTTOM OF FOOTING
<br />LL�V.
<br />LONG LEG VERTICAL
<br />B.O.P.
<br />BOTTOM OF PLATE
<br />WFR('
<br />MANU
<br />B.03.
<br />BOTTOM OF STEEL
<br />MA£ C.J.
<br />MASONRY CONTROL JOINT
<br />ERG
<br />BEARING
<br />MECH'L
<br />MECHANICAL
<br />C.I.P.
<br />CAST —IN —PLACE
<br />N/A
<br />NOT APPLICABLE
<br />C.L.
<br />CENTERLINE
<br />N.T.S.
<br />NOT TO SCALE
<br />C.L.8�
<br />CENTERLINE OF BEAM
<br />O.C.
<br />ON CENTERS
<br />C.L.C.
<br />CENTERLINE OF COLUMN
<br />O.F.W.
<br />OUTSIDE FACE OF WALL
<br />C.L.F.
<br />CENTERLINE OF FOOTING
<br />OPP.
<br />OPPOSITE
<br />C.L.W.
<br />CENTERLINE OF WALL
<br />P.C.
<br />PRE —CAST CONCRETE
<br />CLR
<br />CLEAR
<br />P.L.F.
<br />POUNDS PER LINEAR FOOT
<br />CONC.
<br />CONCRETE
<br />PREFAB
<br />PRE —FABRICATED
<br />CONC. CJ�
<br />CONCRETE CONTROL JOINT
<br />P.S.F.
<br />POUNDS PER SQUARE FOOT
<br />CONC. S.J.
<br />CONCRETE SAWCUT JOINT
<br />P.S.I.
<br />POUNDS PER SQUARE INCH
<br />C�M.U.
<br />CONCRETE MASONRY UNIT
<br />RE|NF.
<br />REINFORCING
<br />C0NN,
<br />CONNECTION
<br />S.L.H.
<br />SHORT LEG HORIZONTAL
<br />CONT.
<br />CONTINUOUS
<br />S.L.V.
<br />SHORT LEG VERTICAL
<br />O.L.
<br />DEAD LOAD
<br />Sim.
<br />SIMILAR
<br />DIA.
<br />DIAMETER
<br />SD.
<br />SQUARE
<br />DN
<br />DOWN
<br />STD
<br />STANDARD
<br />DWG(S)
<br />DRAWING(S)
<br />T.L.
<br />TOTAL LOAD
<br />E.O.&
<br />EDGE OF SLAB
<br />T.O.B.
<br />TOP OF BEAM
<br />EL.
<br />ELEVATION
<br />T.O.D.
<br />TOP OF DECK
<br />EQ.
<br />EQUAL
<br />T.O.F.
<br />TOP OF FOOTING
<br />EQUIP.
<br />EQUIPMENT
<br />T.O.G.
<br />TOP OF GRATING
<br />EXP.
<br />EXPANSION BOLT
<br />T.O.L.
<br />TOP OF LEDGER
<br />EXP. JT. (EJ.)
<br />EXPANSION JOINT
<br />T.O.M.
<br />TOP OF MASONRY
<br />E.W.
<br />EACH WAY
<br />T.U.P.
<br />TOP OF PLATE
<br />F.F.
<br />FINISHED FLOOR
<br />T.O.S.
<br />TOP OF STEEL
<br />F.O.M.
<br />FACE OF MEMBER
<br />T.O.W.
<br />TOP OF WALL
<br />F.O.S.
<br />FACE OF STEEL
<br />TYP.
<br />TYPICAL
<br />F.O.W.
<br />FACE OFWALL
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />GA.
<br />GAUGE
<br />VERT.
<br />VERTICAL
<br />GALV.
<br />GALVANIZED
<br />WSTP
<br />WATERSTOP
<br />GSN
<br />GENERAL STRUCTURAL NOTES
<br />W.W.R.
<br />WELDED WIRE REINFORCEMENT
<br />M I- SUBTITLE
<br />10.01.19
<br />10.01.19
<br />10.01.13 11
<br />ISSUED FOR CONSTRUCTION
<br />MARCH 20, 2020
<br />Nd
<br />OB No.
<br />pVEAETT ��.U`
<br />' ^
<br />
|