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ABBREVIATIONS
<br />GENERALSTRUCTURALNOTES
<br />CODES AND REFERENCES:
<br />2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC), WITH STATE OF WASHINGTON AND CITY OF
<br />EVERL17 AMENDMENTS AND SUPPLEMENTED WITH ASCE 7-10.
<br />ALL CODE REFERENCES HEREAFTER SHALL CORRESPOND TO THE FOLLOWING EDITIONS, U.N.O.:
<br />MATERIAL CODE COTTON
<br />CONCRETE
<br />BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />AND COMMENTARY, ACI 318-14.
<br />CONCRETE (PRECAST)
<br />7TH EDITION OF PCI DESIGN HANDBOOK: PRECAST AND
<br />PRESTRESSED CONCRETE.
<br />CONCRETE REINFORCING
<br />CBS[ REINFORCING BAR DETAILING, 2015,
<br />STRUCTURAL STEEL
<br />141H EDITION OF STEEL CONSTRUCTION MANUAL (ACC
<br />SCM) INCLUDING THE SPECIFICATION FOR STRUCTURAL
<br />STEEL BUILDINGS AISC 360-10.
<br />STRUCTURAL STEEL WELDING
<br />STRUCTURAL WELDING CODE —STEEL, AWS D1.1-15.
<br />STAINLESS STRUCTURAL STEEL WELDING
<br />STRUCTURAL WELDING CODE —STEEL, AWS D1.6-17.
<br />LOADS:
<br />RISK CATEGORY = II
<br />TRENCHES:
<br />HS-20 TRUCK LOADING_
<br />SEISMIC:
<br />IMPORTANCE FACTOR Ie = 1.0.
<br />LATITUDE = 47.9237; LONGITUDE =—122.2765
<br />Ss = 1.446, S1 = 0.559, SEISMIC SITE CLASS = C.
<br />Sds = 0,964, Sdt = 0.484, SEISMIC DESIGN CATEGORY = D.
<br />ANALYSIS. PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE.
<br />FOUNDATIONS:
<br />REFERENCE GEDTECHNICAL REPORT SUPPLIED BY TERRACON: JOB NO. 81115035; DATED JANUARY 17,
<br />2012. SPREAD FOOTINGS AND MAT FOUNDATIONS SHALL BEAR ON A MINIMUM OF 6" OF ENGINEERED
<br />FILL 18" MINIMUM BELOW FINISHED GRADE. ENGINEERED FILL SHALL MEET THE REQUIREMENTS OF
<br />FOUNDATION MATERIAL CLASS A, AS DEFINED IN SECTION 9-03.17 OF THE WSDOT STANDARD
<br />SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. DESIGN SOIL BEARING VALUE _
<br />4,000 PST; MODULUS OF SURCEASE REACTION = 300 PSI. REFER TO GEOTECHNICAL REPORT FOR
<br />ADDUIONAL INFORfOWHON PRIOR TO COMMENCEMENT OF EARTHWORK.
<br />CONCRETE:
<br />MINIMUM 28—DAY STRENGTH OF CONCRETE SHALL BE 4500 PSI
<br />ALL CONCRETE CONSTRUCTION SHALL CONFORM TO ACI: MECHANICALLY VIBRATE ALL CONCRETE WHEN
<br />PLACED, EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS,
<br />TURNDOWNS, ETC. MAXIMUM SLUMP IS 4 1/'2" FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS
<br />USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM
<br />WATER/CEMENT RATIO (W/C) SHALL BE 0.45 FOR GENERAL CONCRETE. USE 1 1/2" MINUS COARSE
<br />AGGREGATE FOR CONCRETE 6" THICK AND GREATER; USE 3/4" MINUS COARSE AGGREGATE FOR
<br />THINNER SECTIONS. PROVIDE AIR ENTRAINMENT (5% } 1%) IN CONCRETE EXPOSED TO FREEZE —THAW
<br />ACTION,
<br />FLY ASH
<br />FLY ASH,IF PERMITTED BY ENGINEER, SHAH BE LIMITED TO 18% OF CEMENTITIOUS MATERIALS AND
<br />SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES
<br />SHALL BE USED IN FLATWORK OR ARCHITECTURALLY EXPOSED CONCRETE.
<br />REINFORCING STEEL FOR CONCRETE
<br />USE ASTM A615, GRADE 60 (BY = 60 KSI), DEFORMED BARS FOR ALL BARS, NO TACK WELDING OF
<br />REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER
<br />ACI 318 SHALL APPLY. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM
<br />MOISTURE AND CORROSION
<br />REINFORCINGBAR SPACING GIVEN ARE MAXIMUM ON CENTERS- ALL BARS SHALL BE PER AS SP-66.
<br />DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90—DEGREE HOOKS, U.N.O.
<br />SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
<br />LAP SPLICES IN CONCRETE:
<br />LAP SPLICES, U.N.O., SHALL BE CLASS "B" TENSION LAP SPLICES PER ACI 318. STAGGER SPLICES A
<br />MINIMUM OF (1) LAP LENGTH,
<br />ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT
<br />CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER
<br />TYPICAL DETAILS.
<br />REINFORCING STEEL COVER
<br />ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. CLEAR CONCRETE COVERAGES
<br />AS FOLLOWS:
<br />CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH'
<br />3"
<br />EXPOSED TO EARTH OR WEATHER
<br />#6 OR LARGER . . . . .. . . .. . . .. .... . . .. .. . .
<br />. . . . . . .. . 2„
<br />#5 OR LARGER- . . . .... ... . ... ... . . .. ....
<br />. . .. . ... . 1 1/2"
<br />SLABS NOT EXPOSED TO EARTH OR WEATHER
<br />3/4"
<br />ALL OTHER PER ACI 318.
<br />rxn0miwnWrm
<br />ALL ADHESIVE DOWELS SHALL HAVE CURRENT ICE APPROVAL FOP. MATERIAL INTO WHICH INSTALLATION
<br />TAKES PLACE, SUCH AS HILTI HY200—R (ICC ESR-3187) OR APPROVED EQUIVALENT.
<br />PRECAST CONCRETE:
<br />REINFORCING SHOWN IN DETAIL IS FOR IN —PLACE CONDITION. CONTRACTOR SHALL BE RESPONSIBLE
<br />FOR PICK UP POINT INSERTS AND LOCATIONS, SPECIAL PICK UP REINFORCING AND STRONG BACKS,
<br />AND ALL PICK UP AND PLACING OPERATIONS.
<br />DRYPACK:
<br />DRYPACK SHALL BE 5,000 PSI NON —SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRYPACK
<br />UNDER BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED.
<br />CHEMICAL —RESISTANT COATING:
<br />POLYSHIELD SS-100 OR OWNER APPROVED ALTERNATE SHALL BE USED AT TRENCH SURFACES.
<br />PREPARE EXISTING AND NEW CONCRETE AND STEEL SURFACES ACCORDING TO MANUFACTURER'S
<br />RECOMMENDATIONS_ APPLY PRIMER AND COATINGS PER MANUFACTURER'S RECOMMENDATIONS.
<br />HYDROPHILIC WATERSTOPS:
<br />HYDROPHILIC WATERSTOPS SHALL BE INSTALLED AT ALL BELOW —GRADE CONCRETE TRENCH JOINTS OR
<br />INTERFACES. HYDROPHILIC WATERSTOPS SHALL BE 3/4" x 1" ARA SWELLSTOP OR APPROVED
<br />EQUIVALENT. INSTALL HYDROPHILIC WATERSTOPS PER MANUFACTURER'S RECOMMENDATIONS.
<br />JOINT SEALANTS:
<br />JOINT SEALANTS SHALL BE SIKAFLEX —1C SL OR APPROVED EQUIVALENT POLYURETHANE JOINT
<br />SEALANT. FOAM BACKING RODS SHALL COMPLY WITH WSDOT SPECIFICATION 9-08.8. INSTALL JOINT
<br />SEALANT PER MANUFACTURER'S RECOMMENDATIONS.
<br />STRUCTURAL STEEL:
<br />ALL CONSTRUCTION SHALL BE PER AISC—SCM.
<br />ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS:
<br />WIDE FLANGE STEEL A.STA. A992, GRADE 50 BY = 50 KSI
<br />ALL OTHER STRUCTURAL STEEL SHAPES A.ST.M. A36 BY = 36 KSI
<br />HIGH —STRENGTH BOLTS:
<br />ALL HIGH —STRENGTH BOLTS SHALL CONFORM TO ASTM A325 AND SHALL BE INSTALLED AS
<br />BEARING —TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE H.E. A TYPE "N" CONNECTION).
<br />HIGH —STRENGTH BOLTS SHALL BE SNUG —TIGHT, TYPICAL, U.N.O. AN INDEPENDENT TESTING LABORATORY
<br />SHALL INSPECT ALL HIGH —STRENGTH BOLTING.
<br />WELDING:
<br />WELDERS HOLDING VALID WA.B.O. CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF
<br />WELD SHOWN ON THE DRP,WINGS OR NOTES SHALL PERFORM ALL WELDING CERTIFICATES SHALL BE
<br />THOSE ISSUED BY AN ACCEPTED TESTING AGENCY.
<br />ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS, U.N.O. ALL WELDING SHALL BE PER LATEST
<br />AWS STANDARDS
<br />THESE DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP
<br />WELD OR FIELD WELD AT THEIR DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON
<br />THE SHOP DRAWINGS SUBMITTED FOR REVIEW. ALL FULL/COMPLETE PENETRATION WELDS SHALL BE
<br />TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LABORATORY.
<br />HEADED STUDS:
<br />ALL REFERENCE TO HEADED STUDS SHALL BE AUTOMATIC WELDED HIGH —STRENGTH HEADED STUDS.
<br />ATTACHMENT SHALL CONFORM TO ALL REQUIREMENTS OF AWS. CONFORMANCE SHALL INCLUDE, BUT NOT
<br />BE LIMITED TO, ALL QUALITY CONTROL TESTING PROVISIONS OF THE AFOREMENTIONED PUBLICATIONS.
<br />STEEL EMBEDS AT INTERIOR OF TRENCHES:
<br />ALL STEEL EMBED PLATES AT INTERIOR OF TRENCHES SHALL BE STAINLESS STEEL (SS) ASTM 240
<br />TYPE 304L UNLESS NOTED OTHERWISE.
<br />PROTECTIVE COATINGS FOR CARBON STEEL TRENCH EMBEDS:
<br />ALL EXPOSED SURFACES OF CARBON STEEL EMBEDS AT TRENCHES SHALL RECEIVE POLYESTER POWDER,
<br />COATING WNH A MINIMUM THICKNESS OF 3 MILS. USE POWDURA SUPER DURABLE TGIC POWDER
<br />COATING OR APPROVED EQUIVALENT. APPLY PRIMER AND COATING PER MANUFACTURER'S
<br />RECOMMENDATIONS. COORDINATE COLOR WITH OWNER.
<br />FIELD REPAIR: FIELD REPAIR OF DAMAGED POLYESTER POWDER COATING SHALL BE DONE IN
<br />ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
<br />HANDLING: AFTER SHOP FABRICATION AND COATING, STRUCTURAL STEEL MEMBERS SHALL BE HANDLED
<br />WITH SUFFICIENT CARE TO MINIMIZE DAMAGE DURING SHIPMENT. SUFFICIENT DUNNAGE SHALL BE USED
<br />TO PREVENT ANY RUBBING OF STEEL TO STEEL.
<br />SYM REVISION _ BY I APPP.OVED DATE I SYM REVISION BY APPROVED DATE
<br />I I SITE PUMPED INDUSTRIAL WASTE 20R08468I SI S BKL "D03.20
<br />SHOP DRAWINGS:
<br />SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS.
<br />THE CONTRACTOR SHALL REVIEW ALL SHOP DRAWINGS PRIOR TO SUBMITTAL. ITEMS NOT IN
<br />ACCORDANCE WITH CONTRACT DOCUMENTS SHALL BE FLAGGED UPON CONTRACTOR'S REVIEW.
<br />VERIFY ALL DIMENSIONS WUH OWNER,
<br />MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM
<br />CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY
<br />SUBMITTING PARTIES, SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O.
<br />THE ENGINEER HAS THE RIGHT TO APPROVE OR DISAPPROVE ANY CHANGES TO CONTRACT DOCUMENTS
<br />AT ANY TIME BEFORE OR AFTER SHOP DRAWING REVIEW.
<br />THE SHOP DRAWINGS DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED OR SHOWN
<br />INCORRECTLY AND ARE NOT FLAGGED BY THE STRUCTURAL ENGINEER SHALL NOT BE CONSIDERED
<br />CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ITEMS ARE
<br />CONSTRUCTED TO CONTRACT DOCUMENTS.
<br />THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE
<br />DESIGNING OR SUBMITTING AUTHORITY.
<br />REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
<br />CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS.
<br />GENERAL:
<br />THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT
<br />INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE,
<br />BUT ARE NOT LIMITED TO BRACING AND SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC.
<br />THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS,
<br />TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
<br />PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF
<br />THESE ITEMS.
<br />CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. LOAD SHALL
<br />NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
<br />WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE
<br />THE LATEST EDITION AND/OR ADDENDA, U.N.O.
<br />ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHANICAL, PLUMBING AND
<br />ELECTRICAL WITH APPROPRIATE TRADES, CRAVINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
<br />OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE
<br />RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS,
<br />NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER, GENERAL STRUCTURAL NOTES AND
<br />TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK
<br />ON THE PROJECT.
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF
<br />CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER.
<br />TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY, U.N.O.
<br />WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/OR
<br />SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN.
<br />ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL
<br />OF A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT.
<br />SPECIAL STRUCTURAL INSPECTION:
<br />SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO .THE
<br />INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION"
<br />SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED
<br />BY DEC SECTION 110.3, SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE
<br />FOLLOWING:
<br />1. CONCRETE:
<br />A) DURING THE TAKING OF TEST SPECIMENS.
<br />B) DURING THE PLACEMENT OF ALL REINFORCED CONCRETE,. U.N.O.
<br />C) VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC).
<br />D) NO INSPECTION IS REQUIRED FOR SLABS ON GRADE.
<br />2. PRECAST CONCRETE (IN ADDITION TO ABOVE):
<br />A) DURING ERECTION OF PRECAST MEMBERS (PERIODIC).
<br />3. BOLTS IN CONCRETE:
<br />A) DURING THE PLACING OF CONCRETE AROUND BOLTS,
<br />4. REINFORCING STEEL (PERIODIC):
<br />A) DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE
<br />SPECIAL INSPECTION NOTED ABOVE.
<br />5. WELDING:
<br />A) VISUAL INSPECTION OF ALL FIELD WELDS.
<br />B) NON—DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS.
<br />6, 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 A 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 />ACCEPTABILITY
<br />THIS DESIGN AND/OR
<br />SPECIFICATION IS APPROVED
<br />APPROVED BY I DEPT. I D
<br />A.B.C. -
<br />-AGGREGATE BASE COURSE
<br />H/C
<br />HOLLOW CORE
<br />A F.F.
<br />ABOVE FINISHED FLOOR,
<br />HORIZ:
<br />HORIZONTAL
<br />ALT.
<br />ALTERNATE
<br />I.F.W;
<br />INSIDE FACE OF WALL
<br />A.B.
<br />ANCHOR BOLT
<br />I.E.
<br />INVERT ELEVATION
<br />BM
<br />BEAM
<br />K (KIP)
<br />1,000 POUNDS
<br />S F F.
<br />BELOW FINISHED FLOOR
<br />L.L.
<br />LIVE LOADS
<br />B.O.B.
<br />BOTTOM OF BEAM
<br />LBS ffl
<br />POUNDS
<br />B.O,D.
<br />BOTTOM OF DECK
<br />L.L.H.
<br />LONG LEG HORIZONTAL
<br />PC F.
<br />BOTTOM OF FOOTING
<br />FLA.
<br />LONG LEG VERTICAL
<br />B.O.P.
<br />BOTTOM OF PLATE
<br />MFR('S)
<br />MANUFACTDRER('S)
<br />B.OS.
<br />B070M OF STEEL
<br />HAS. C.J.
<br />MASONRY CONTROL JOINT
<br />BRG
<br />BEARING
<br />MECWL
<br />MECHANICAL
<br />C.I.P.
<br />CAST —IN —PLACE
<br />N/A
<br />NOT APPUCABLE
<br />C.L.
<br />CENTERLINE
<br />TUTS
<br />N0T TO SCALE
<br />C.L.B.
<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 />GILD
<br />CLEAR
<br />P.L.F.
<br />POUNDS PER LINEAR FOOT
<br />CONC.
<br />CONCRETE
<br />PREFAB
<br />PRE —FABRICATED
<br />CONC, CA.
<br />CONCRETE CONTROL JOINT
<br />P.S.F.
<br />POUNDS PER SQUARE FOOT
<br />GONG. S.J.
<br />CONCRETE SAWCUT JOINT
<br />P.S.I.
<br />POUNDS PER SQUARE INCH
<br />C.M.U.
<br />CONCRETE MASONRY UNIT
<br />P,EINF.
<br />REINFORCING
<br />CONN.
<br />CONNECTION
<br />SL.H.
<br />SHORT LEG HORIZONTAL
<br />CONT.
<br />CONTINUOUS
<br />SLV.
<br />SHORT LEG VERTICAL
<br />D.L.
<br />DEAD LOAD
<br />SUM.
<br />SIMILAR
<br />DIA.
<br />DIAMETER
<br />SO.
<br />SQUARE
<br />DO
<br />DOWN
<br />STD
<br />STANDARD
<br />DWG(S)
<br />DRAWINGS)
<br />T.L.
<br />TOTAL LOAD
<br />E.O.S.
<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 />E0.
<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. (E.J.)
<br />EXPANSION JOINT
<br />T.O.M.
<br />TOP OF MASONRY
<br />E.W.
<br />EACH WAY
<br />T.O.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.05.
<br />FACE OF STEEL
<br />TYE.
<br />TYPICAL
<br />F.O.W.
<br />FACE OF WALL
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />GA.
<br />GAUGE
<br />VERT.
<br />VERTICAL
<br />GALV.
<br />CON
<br />GALVANIZED
<br />GENERAL STRUCTURAL NOTES
<br />WSTP
<br />W.W.R.
<br />'NATERSTOP
<br />WELDED WIRE REINFORCEMENT
<br />SITTS & HILL
<br />ENGINEERS, INC.
<br />CIVIL • STRUCTURAL • SURVEYING
<br />PNoxE•:ElzesU aza-sane 1 Ax�olrz al aa>a�me9
<br />Project No.: 17659 Project Mgr.: BKL
<br />Proj. Engineer: EMF Proj. Drafter: JDK
<br />GENERALSTRUCTURALNOTES
<br />JMPED INDUSTRIAL WASTE
<br />SITE 45-YD POE NO
<br />04.03.20
<br />EVERETT, WAI-"- -' 45-YD-S2F-4
<br />
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