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<br />CODES AND REFERENCES:
<br />ADHESIVE DOWELS:
<br />SHOP MOMS:
<br />2015 EDITION OF THE INTERNATIONAL BUILDING CODE [|BC)' WITH STATE OF WASH|NCTON 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 A3CE 7-10.
<br />TAKES PLACE, SUCH AS H|LT| HY200-R /|CC ESR-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 />MATERIAL CODE EDITION
<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 />CONCRETE BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE
<br />AND ALL PICK UP AND PLACING OPERATIONS,
<br />MANUFACTURER OR FABRICATOR SHALL CLOUD ANY CHANGES' 3U8ST|TUT|0NS, DR DEVIATIONS FROM
<br />AND COMMENTARY AC| 31�-14
<br />' �
<br />����4��`
<br />�
<br />CONTRACT DOCUMENTS. ANY OF THE AFOREMENTIONED WHICH ARE NOT CLOUDED OR FLAGGED BY
<br />CONCRETE (PRECAST) 7TM EDITION OF PC| DESIGN HANDBOOK: PRECAST AND
<br />^
<br />SUBMITTING PARTIES' SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW, U.N.O.
<br />PRESTRESSED CONCRETE.
<br />DRYPACK SHALL BE 5'000 PSI NON -SHRINK GROUT, FIVE STAR OR EQUIVALENT. INSTALL DRYPACK
<br />CONCRETE REINFORCING CRS| REINFORCING BAR DETAILING, 2015'
<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 14TH EDITION OF STEEL CONSTRUCTION MANUAL /A|SC
<br />AT ANY TIME BEFORE DR AFTER SHOP DRAWING REVIEW.
<br />SCMl INCLUDING THE SPECIFICATION FOR STRUCTURAL
<br />CHEMICAL -RESISTANT COATING:
<br />BUILDINGS �|�C ��O-1O�
<br />THE SHOP ��A�|N�3 DO NOT REPLACE THE CONTRACT DOCUMENTS. ITEMS OMITTED DR SHOWN�TE�L
<br />'
<br />STRUCTURAL STEEL WELDING STRUCTURAL WELDING CODE _STEEL, AWS D1.1_15.
<br />pOL(SH|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 WELDING STRUCTURAL WELDING CODE ' ' - STEEL �N3 D1 O 17'
<br />PREPARE EXISTING AND NEW CONCRETE AND STEEL SURFACES ACCORDING TO MANUFACTURER'S
<br />' CHANGES TO CONTRACT DOCUMENTS. IT IS THE CONTRACTOR'S RE5PONS|B|L|TY TO ENSURE ITEMS ARE
<br />RECOMMENDATIONS. APPLY PRIMER AND COATINGS PER MANUFACTURER.
<br />CONSTRUCTED TO CONTRACT DOCUMENTS.
<br />HYDROPHILIC W�[ER�ROPS'
<br />THE ADEQUACY OF ENGINEERING DESIGNS AND LAYOUT PERFORMED BY OTHERS RESTS WITH THE
<br />RISK CATEGORY = IL
<br />'
<br />DESIGNING OR SUBMITTING AUTHORITY.
<br />HYDROPHILIC WATERSTOPS SHALL BE INSTALLED AT ALL BELOW -GRADE CONCRETE TRENCH JOINTS OR
<br />REVIEWING IS INTENDED ONLY AS AN AID TO THE CONTRACTOR IN OBTAINING CORRECT SHOP DRAWINGS.
<br />TRENCHES'
<br />'
<br />INTERFACES. HYDROPHILIC �ATER�TOP3 SHALL �E 3/4" x 1" �|KA SVVELL�TOP OR APPROVED
<br />' /
<br />CONTRACTOR HAS THE RESPONSIBILITY OF THE CORRECTNESS OF ALL APPROVAL DRAWINGS,
<br />EQUIVALENT. INSTALL HYDROPHILIC: WATERSTOP3 PER MANUFACTURER'S RECOMMENDATIONS.
<br />MINIMUM FLOOR LOADING AS SPECIFIED PER ORIGINAL 45-001 PAINT HANGAR DRAWINGS (JOB NO,
<br />870807\.
<br />JOINT SEALANTS-
<br />U� ��MUC:
<br />JOINT SEALANTS SHALL BE 5|KAFLEX -1C 3L OR APPROVED EQUIVALENT POLYURETHANE JOINT
<br />THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT
<br />SEALANT. FOAM BACKING RODS SHALL COMPLY WITHVVSDOT SPECIFICATION 9-08.8. INSTALL JOINT
<br />INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />IMPORTANCE FACTOR !e = 1�O.
<br />�F�L��T PER MANUFACTURER'S ������F�DATiO@�
<br />NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION,SUCH MEASURES SHALL INCLUDE,
<br />'
<br />LONGITUDE = -122 LATITUDE = 47.Q237` .27�5 �
<br />'
<br />BUT A�� NOT LIMITED TO BRACING AND SHORING F�� LOADS DUE �� CONSTRUCTION ��U|P���T ETC,
<br />^
<br />'
<br />�a = 1�445, �1 = O�55Q' SEISMIC SITE CLASS = C.
<br />THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS,
<br />' METHODS,
<br />Sdn = O�964' Sd1 = 0.484, SEISMIC DESIGN CATEGORY = D.
<br />TECHNIQUES, SEQUENCES OR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE
<br />ANALYSIS PROCEDURE USED = EQUIVALENT LATERAL FORCE PROCEDURE.
<br />PROGRAMS INCIDENT THERETO NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE INSPECTION OF
<br />ALL CONSTRUCTION SHALL BE PER A]SC-3CM.
<br />THESE ITEMS.
<br />ALL STRUCTURAL STEEL SHALL BE AS FOLLOWS:
<br />CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCT|ON, LOAD SHALL
<br />REFERENCE GEOTFCHNICAL REPORT SUPPLIED BY TERRACON; JOB NO, 81115085; DATED JANUARY 17,WIDE
<br />FLANGE STEEL
<br />NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
<br />2012. SPREAD FOOTINGS AND MAT FOUNDATIONS SHALL BEAR ON A MINIMUM OF 8" OF ENGINEERED
<br />ALL OTHER STRUCTURAL STEEL SHAPES
<br />WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS OR MATERIALS, SUCH STANDARDS SHALL BE
<br />FILL 18" MINIMUM BELOW FINISHED GRADE. ENGINEERED FILL SHALL MEET THE REQUIREMENTS OF
<br />THE LATEST EDITION AND/OR ADDENDA, U.N.O.
<br />VV FOUNDATION MATERIAL CLASS A, AS DEFINED IN SECTION 9-03.17 OF THE SDOT STANDARD
<br />HIGH -STRENGTH BOLTS:'
<br />SPECIFICATIONS FOR ROAD' BRIDGE, AND MUNICIPAL CONSTRUCTION. DESIGN SOIL BEARING VALUE =
<br />ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL, MECHAN|CAL, PLUMBING AND
<br />4,000 pSF; MODULUS OF SUBQRADE REACTION = JOU P3|. REFER TO GEOTECHN|CAL REPORT FOR
<br />ALL HIGH -STRENGTH BOLTS SHALL CONFORM TO A5TM A325 AND SHALL BE INSTALLED AS
<br />ELECTRICAL WITH APPROPRIATE TRADES' DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION.
<br />ADDITIONAL INFORMATION PRIOR TO COMMENCEMENT OF EARTHWORK.
<br />BEARING -TYPE CONNECTIONS WITH THREADS INCLUDED IN SHEAR PLANE |.E. A TYPE "N" CONNECT|ON\.
<br />HIGH -STRENGTH BOLTS SHALL BE 3NUQ T|QHT` TYPICAL, U'N'O. AN INDEPENDENT TESTING LABORATORY
<br />OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTOR SHALL BE
<br />CONCRETE
<br />SHALL INSPECT ALL HIGH -STRENGTH BOLTING. '
<br />RESPONSIBLE FOR ALL NECESSARY CHANGES AND SHALL COORDINATE ALL DETAILS.
<br />MINIMUM 28-DAY STRENGTH OF CONCRETE SHALL BE 4000 PSI:
<br />WELDING.
<br />'
<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 />ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AC| MECHANICALLY VIBRATE ALL CONCRETE WHEN
<br />' �A0'O ' CERTIFICATES
<br />WELDERS HOLDING VALID W.A.B.O. AND HAVING CURRENT EXPERIENCE |N THE TYPE OF
<br />ON THE PROJECT,
<br />PLACED' EXCEPT THAT SLABS ON GRADE NEED BE VIBRATED ONLY AT TRENCHES, FLOOR DUCTS,
<br />WELD SHOWN ON THE DRAWINGS OR NOTES SHALL PERFORM ALL WELDING.CERTIFICATES SHALL BE
<br />TURNDOWNS, ETC. MAXIMUM SLUMP IS 4 1/2° FOR CONCRETE WITHOUT PLASTICIZER. IF PLASTICIZER IS
<br />THOSE ISSUED BY AN ACCEPTED TESTING ACENCY �
<br />CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS PRIOR TO START OF
<br />USED, A HIGHER FINAL SLUMP MAY BE ALLOWED UPON STRUCTURAL ENGINEER'S APPROVAL. MAXIMUM
<br />ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS' U.N.U. ALL WELDING SHALL BE PER LATEST
<br />CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE OWNER.
<br />WATER/CEMENT RATIO /Ni/�\ SHALL BE 0.45 FOR GENERAL CONCRETE. USE 1 1/�" �|�U� COARSE
<br />' � `��'-/ ,, " '
<br />.
<br />A�� STANDARDS.
<br />TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS,��T APPLY, U.N.O.
<br />/
<br />AGGREGATE FOR CONCRETE O THICK AND GREATER; USE 3/4 MINUS COARSE AGGREGATE FOR
<br />'
<br />THINNER SECTIONS.PROVIDE AIR ENTRAINMENT /5� � 1�\ |N CONCRETE EXPOSED T0 FREEZE -THAW
<br />` /
<br />THESE D��N|NG3 �O NOT DISTINGUISH BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP
<br />'
<br />WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL STRUCTURAL NOTES AND/0R
<br />ACTION.
<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 COMPLETE PENETRATION WELDS SMALL BE
<br />FLY ASH''
<br />LABORATORY.
<br />TESTED AND CERTIFIED BY AN INDEPENDENT TESTING LAB| u '
<br />ANY ENGINEERING DESIGN, PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL
<br />FLY ASH, IF PERMITTED BY ENGINEER, SHALL BE LIMITED TO 18% OF CEMENT|T|OUS MATERIALS AND
<br />HEADED STUDS:OF
<br />A REGISTERED ENGINEER RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT.
<br />SHALL HAVE A REPLACEMENT FACTOR OF 1.2 RELATIVE TO CEMENT REPLACED. NO FLY ASH ADDITIVES
<br />SHALL BE USED IN FLATWDRK OR ARCHITECTURALLY EXPOSED CONCRETE.
<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 />REINFORCING STEEL FOR CONCRETE:
<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 />INSPECTIONS CONDUCTED BY THE BUILDING SAFETY DEPARTMENT. "SPECIAL STRUCTURAL INSPECTION'
<br />USE ASTM A615, GRADE 50 (FY = 60 K9|)' DEFORMED BARS FOR ALL BARS. NO TACK WELDING OF
<br />STEEL EMBEDS AT INTERIOR OF TRENCHES:
<br />SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY INSPECTIONS REQUIRED
<br />REINFORCING BARS ALLOWED WITHOUT PRIOR REVIEW OF PROCEDURE WITH THE STRUCTURAL ENGINEER.
<br />BY IBC SECTION 110.3. SPECIAL INSPECTION IS REQUIRED PER SECTIONS 1704 AND 1705 FOR THE
<br />AC| 318 SHALL APPLY. SUPPORT OF FOUNDATION REINFORCING MUST PROVIDE ISOLATION FROM
<br />ALL STEEL EMBED PLATES AT INTERIOR OF TRENCHES SHALL BE STAINLESS STEEL (SS) ASTM 240
<br />FOLLOWING:
<br />MOISTURE AND CORROSION.
<br />TYPE 304L, UNLESS NOTED OTHERWISE.
<br />1. CONCRETE:
<br />REINFORCING BAR SPACING GIVEN ARE MAXIMUM ON CENTERS. ALL BARS SHALL BE PER AC| SP-66.
<br />PROTECTIVE COATINGS FOR CARBON STEEL TRENCH EMBEDS:
<br />4J DURING THE TAKING OF TEST SPECIMENS.
<br />DOWEL ALL VERTICAL REINFORCING TO FOUNDATION WITH STANDARD 90-DEGREE HOQKS, U.N.D.
<br />B DURING THE PLACEMENT OF ALL REINFORCED CONCRETE, U.N.O.
<br />SECURELY TIE ALL BARS IN LOCATION BEFORE PLACING CONCRETE.
<br />ALL EXPOSED SURFACES OF CARBON STEEL EMBEDS AT TRENCHES SHALL RECEIVE POLYESTER POWDER
<br />C\ VERIFICATION OF CURING TEMPERATURE AND TECHNIQUE (PERIODIC).
<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 />LAP SPLICES IN CONCRETE:
<br />COATING OR APPROVED EQUIVALENT. APPLY PRIMER AND COATING PER MANUFACTURER'S
<br />'
<br />,
<br />RECOMMENDATIONS. COORDINATE COLOR WITH OWNER.
<br />2. PRECAST CONCRETE [`|N ADDITION TO ABOVE):
<br />LAP SPLICES, U.N.O,' SHALL BE CLASS B, TENSION LAP SPLICES PER AC| 318. STAGGER SPLICES A
<br />A\ DURING ERECTION OF PRECAST MEMBER3 (PERIODIC).
<br />MINIMUM OF /1\ LAP LENGTH.
<br />FIELD REPAIR: FIELD REPAIR OF DAMAGED POLYESTER POWDER COATING SHALL BE DONE IN
<br />ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS.
<br />3. BOLTS IN CONCRETE:
<br />ALL SPLICE LOCATIONS SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. PROVIDE BENT
<br />A\ DURING THE PLACING OF CONCRETE AROUND BOLTS.
<br />/ '
<br />CORNER BARS TO MATCH AND LAP WITH HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIONS PER
<br />HANDLING: AFTER SHOP FABRICATION AND COAT|NG, STRUCTURAL STEEL MEMBERS SMALL BE HANDLED
<br />TYPICAL DETAILS.
<br />WITH SUFFICIENT CARE TO MINIMIZE DAMAGE DURING SHIPMENT. SUFFICIENT DUNNAGE SHALL BE USED
<br />4 REINFORCING STEEL /PE�|0�|C\'
<br />' (PERIODIC):
<br />TO PREVENT ANY RUBBING OF STEEL TO STEEL
<br />��U�����U�� ���� ������
<br />A\ DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE REQUIRED TO HAVE
<br />/
<br />SPECIAL INSPECTION NOTED ABOVE.
<br />ALL REINFORCING SHALL BE CHAIRED TO ENSURE PROPER CLEARANCES. CLEAR CONCRETE COVERAGES
<br />AS FOLLOWS:'
<br />^
<br />5 VVEL0NC'
<br />pA NON-DESTRUCTIVE TESTING OF ALL COMPLETE PENETRATION WELDS.
<br />EXPOSED TO EARTH OR WEATHER
<br />O. DDDF3 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 />ALL OTHER PER ACI 318. 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 />-- I SITE PUMPED INDUSTRIAL WASTE
<br />A.E.C.- ' ' ' '
<br />'AGGREGATE BASE COURSE
<br />' ' ' '
<br />' 'HOLLOW CORE
<br />A.F.F. ' ' ' ' '
<br />' ABOVE FINISHED FLOUR
<br />HDR|Z/ ' ' '
<br />' 'HOR|ZONTAL
<br />ALT. -
<br />ALTERNATE
<br />iF��
<br />INSIDE FACE OF WALL
<br />A.B.
<br />ANCHOR BOLT
<br />LE
<br />INVERT ELEVATION
<br />8M
<br />BEAM
<br />N (KIP)
<br />1,000 POUNDS
<br />B.F.F.
<br />BELOW FINISHED FLOOR
<br />LL
<br />LIVE LOADS
<br />B.O.B.
<br />BOTTOM OF BEAM
<br />L83
<br />POUNDS
<br />B.O.D.
<br />BOTTOM OF DECK
<br />LLH.
<br />LONG LEG HORIZONTAL
<br />B.O.F.
<br />BOTTOM OF FOOTING
<br />LLV
<br />LONG LEG VERTICAL
<br />B.O.P.
<br />BOTTOM OF PLATE
<br />MFR('S)
<br />8.0.3.
<br />BOTTOM OF STEEL
<br />MAS. C.J.
<br />MASONRY CONTROL JOINT
<br />BRG
<br />BEARING
<br />MECH'L
<br />MECHANICAL
<br />C.|,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.B.
<br />CENTERLINE OF BEAM
<br />O.C.
<br />ON CENTERS
<br />C.LC.
<br />CENTERLINE OF COLUMN
<br />Q.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.LF.
<br />POUNDS PER LINEAR R}3T
<br />CONC.
<br />CONCRETE
<br />PREFAB
<br />PRE -FABRICATED
<br />CONC, C.J.
<br />CONCRETE CONTROL JOINT
<br />P.3.E
<br />POUNDS PER SQUARE FOOT
<br />CONC. S.J.
<br />CONCRETE SAWCUTJO|NT
<br />P.S.|.
<br />POUNDS PER SQUARE INCH
<br />C.M.U.
<br />CONCRETE MASONRY UNIT
<br />RE|NF.
<br />REINFORCING
<br />CONN.
<br />CONNECTION
<br />8.L.H.
<br />SHORT LEG HORIZONTAL
<br />CONT.
<br />CONTINUOUS
<br />S.L.V.
<br />SHORT LEG VERTICAL
<br />D.L.
<br />DEAD LOAD
<br />Sim.
<br />SIMILAR
<br />D|&
<br />DIAMETER
<br />3O.
<br />SQUARE
<br />DN
<br />DOWN
<br />STD
<br />STANDARD
<br />DWG(S)
<br />DRAW|
<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�D�U,
<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 />lU.L
<br />TOP OF LEDGER
<br />EXP. JT. (E.J.)
<br />EXPANSION JOINT
<br />T.O.k
<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.Ok
<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.D.W.
<br />FACE OF WALL
<br />U.N.O.
<br />UNLESS NOTED OTHERWISE
<br />GA.
<br />GAUGE
<br />VERT.
<br />VERTICAL
<br />CALV�
<br />GALVANIZED
<br />WSTP
<br />WATERST0P
<br />GSN
<br />GENERAL STRUCTURAL NOTES
<br />W.W.R.
<br />WELDED WIRE REINFORCEMENT
<br />ISSUED FOR CONSTRUCTION
<br />MARCH 20, 2020
<br />
|