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y CONCRETE NOTES
<br />REINFORCING STEEL
<br />FOUNDATIONS NOTES
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<br />1. ALL CONCRETE: WORK SHALL CONFORM 10 ACI 318, " BUILDING COW REQUIREMENTS FOR REINFORCED
<br />I. REINFORCING BARS: ASTM A615, GRADE GD. UElORMEO BARS,
<br />t. ALLOWAUIti DEARING PRESSURE USED 1N UESICk 200D PSF.
<br />fFcoaxAi s ttGWW tNE PatOFLNlY Or N4eleSON
<br />► CONCRFTF ` AND TO THE PROJECT SPECIFICATIONS.
<br />2. WELDED WIRE MESH: TO AS7M AIDS, PROVDE iN FLAT SHEETS ONLY. VERTiCAL PLACEMENT
<br />2. ABOVE PAAMEIERS ARE ASSUMED. ALL FOUNDATION CRITERIA SHALL BE CENIHED lit
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<br />2. UNLESS OTIIERWISF NOTED. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF
<br />TOLERANCE TO BE 3/6 INCH.
<br />LICENSED GEOTECHUICAL ENGINEER PRIOR TO FABRICATION AND CONSTRUCIION,
<br />3OOD PSI IN U.O.N.
<br />3. REINFORCING STEEL TO BE DETAILED, FABRICATED, Ut:NT AND PLACED IN ACCORDANCE WITH THE
<br />3, PREPARE AND SUBMIT MIX DESIGNS FOR EACH TYPE AND STRENGTH OF CONCRETE M4 ACCORDANCE
<br />CRSI MANUAL OF STANDARD PRACTICE AND ACI 315.tJ,
<br />W,TFI ACT 211. - PROPORTIONING CONCRETE MIXTURES -, MID ACT 301. - SPECIFICATIONS FOR
<br />STRUCTURAL CONCRETE
<br />BENDING AND PLACOF ALL CONC
<br />4. SUBMIT SHOP DRAWINGS FBRICA OP DAWINFADDN, FA.LENT RETE AND
<br />DESIGN CRITERIA
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<br />4. READY -MIX CONCRETE SUPPLIERS TO BE NRMCA-CERTIFIED.
<br />MASONRY REINFORCING STEEL, SHOW ALL WALLS AND BEAMS IN FULL ELEVATION.
<br />5. THE CONTRACTOR SHALL. FABRICATE ALL REINFORCEMENT AND FURNISH ALL ACCESSORIES, BOLSTERS,
<br />lY .
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<br />S. ALL CONCRETE IS TO BE NORMAL DENSITY CONCRFTF WFFH A MAXIMUM SLUMP OF 4 INCHES.
<br />MAXIMUM AGGREGATE SIZE 3/4 INCH.
<br />CHARS, SPACER BARS AND SUPPORTS NECESSARY TO SECURE THE REINFORCEMENT UNLESS
<br />INDICATED OTHERWISE
<br />DESIGN DATA. 2015 iNTERNA710NAL BUILDING CODE
<br />WINDSURE:1k 110 MPH (ULTIMATE 3 SEC. GUST)EXPO
<br />6. NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE.
<br />6. WHERE INDICATED, REINFORCING BARS SHALL BE WELDED IN ACCORDMICE WITH AWS 01.4
<br />"STRUCTURAL WELDING CODE - REINFORCING STEEL`.
<br />RISK CATEGORY` I
<br />+may 3
<br />7. DO NOT USE CHLORIDE -CONTAINING ADMIXTURES.
<br />7. IN REINFORCED MASONRY WALLS, COLUMNS AND BEAMS. REINFORCING SHALL. BE HELD IN PLACE
<br />S. PDT WEATHER CONCRETE: COMPLY WITH ACT 305R.
<br />WITH -OUR-O-WALL' REBAR POSITIONERS, OR APPROVED EOfAL, PRIOR TO CROUT9lG
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<br />9. REINFORCING OF ALL CONCRETE MEMBERS SIINI RAVE THE FOLLOWINO CLEAR CONCiETE COVER:
<br />8. IN SLADS WHERE REINFORCING IS SHOWN IN ONE DIRECTION ONLY. PRDVIOE WOICATTD TEMPERATURE
<br />REINFORCEMENT AT 90 DEGREES TO PRINCIPAL REINFORCEMENT.
<br />SI = 0.0.4919 Sol - 0.494g
<br />SITE CLASSINCHES
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<br />COVER,
<br />FACTOR R ID
<br />CONCRLiE CAST AGAINST AND
<br />LAP SPLICES:
<br />DESIGN CATEGORY - '0'
<br />! PERMANENTLY EXPOSED TO EARTH 3
<br />}
<br />A) SUBMIT PROPOSED LOCATIONS OF LAP SPLICES FOR APPROYAI.
<br />I CONCRETE EXPOSED TO EARTH OR
<br />WEATHER:
<br />8) CONCRETE: PROVIDE CLASS B TENS!DN LAP SPICES UND
<br />CONurTRUCiION
<br />#6 THROUGH 018 BARS 2
<br />15 BAR OR SMALLER 1 1/2
<br />C) MASONRY: LAP SPLICE BANS A MINIMUM OF 40 BAR DIAMETERS UNO
<br />8
<br />01/29/20
<br />ISSUED CONSTRUCTION
<br />CONCRETE HOT EXPOSED TO WEATHER
<br />0) WELDED WRE MESH - MINIMUM :A' 8 INCHES, MEASURED BETWEEN OUTERMOST
<br />OR IN CONTACT WITH GROUND:
<br />p SLABS AND WA IS
<br />CROSS --WIRES OF EACH SHFFT.
<br />7
<br />10/29/19
<br />ISSUED CONSTRUCTION
<br />114 AND #18 BARS 1 1/2
<br />10, ENSURE THAT A MINIMUM OF 2 -• #5 BARS ARE PROVIDED CONTINUOUSLY AT ALL SLAB EDGES BY
<br />#11 BAR AND SMALLER I
<br />ADJUSTING BAR LENGTHS OR PROVIDING ADDITIONAI TOP/BOTTOM FOGE BARS AS RFOUIRFD,
<br />6
<br />00/20/19
<br />ISSUED CONSTRUCTION
<br />5
<br />07/19/19
<br />1 VEO CONSTRUCTION
<br />COLUMNS
<br />II. PROVIDE 1 - 'b NOSING SAN FOR ALL SILLS, LEDGES, CURBS, PADS AND STEPS UNLESS
<br />PRIMARY REINFORCEMENT,
<br />OTHERWISE INO TFO.
<br />4
<br />1 12/03/18
<br />ISSUED FOR 00% CO
<br />TIES, STIRRUPS, SPIRALS 1 1/2
<br />10, UNLESS OTHERWISE VOTED, PROVIDE A MINIMUM MANG TERM OF 4 INCHES FOR ALL REINFORCED
<br />MASONRY WALL NOTES
<br />3
<br />10/11/18
<br />ISSUED FOR REVIEW
<br />2
<br />T2/11/17
<br />ISSUED FOR REVIEW
<br />CONCRETE SLAW.
<br />11. PROVIDE CHAMFERS. REVEALS, RCOLLTS, RECESSES AND THE LIKE ACI SHOWN ON T11E ARCHITECTURAL
<br />OR STRUCTURAL DRAWINGS.
<br />i. ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITH -SPECIFICATION FOR MASONRY
<br />No.
<br />Dole
<br />Revision
<br />}
<br />STRUCTURES', ACT 530.E AND PROVISIONS OF THE BUILDING CODE. ALL MASONRY WALL TO BE
<br />Client;
<br />b Q. NO HOLES OR SLEEVES SHALL BE MADE THROUGH CONCRETE WORK DEICER THAN THOSE TttOCATFD ON
<br />CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM C-90 AND REINFORCING WITH 19 GAGE
<br />4 THE STRUCTURAL DRAWINGS WITHOUT THE APPROVAL OF THE SIRUCWR41 ENGINEER.
<br />LADDER TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" OC ALL MASONRY TO BE LAID IN
<br />i; 13, PROVIDE CAST -IN -PLACE CONCRETE FOR MECHANICAL AND ELECTRICAL DIVISIONS iNCLUDING BUT NOT
<br />TYPE M' MORTAR (2500 PSI ON HTE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY
<br />■
<br />LIMITED TO: EQUIPMENT BASES, HOUSEKEEPING PADS, CURBS, PITS, UNDERGROUND DUCtaANKS.
<br />CONSTRUCTION TO 1C MEN BOUND BY TiE BEAMS AND TIE COLUMNS.
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<br />14. ALL fLNHMWVDRK OFFSET TOLERANCES {PER ACI L 17) TO 8E CLASS A
<br />2. REINFORCED UNIT MASONRY. ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD. WITH
<br />APPLICABLE PROMBIO14 OF CONCRETE REINFORCEMENT. CAST -IN -PLACE CONCRETE TE AMC CONCRETE
<br />15. FLOOR SLAB TOLERANCE TO ASTM E1155: SPECIFIFA OVERALL M41MUM VALUE OF FLATNESS Fr=25
<br />MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING COtCRF.TE MEMBERS WITH A
<br />CLASS G- LAP LfNOTH PLAS 3- OR FULL DEPTH, PLUS A STANDARD HOOK. LAPS WITH REINFORCED
<br />Implementation Teom:
<br />9 WITH LOCAL MINIMUM FF=17. AND MINIMUM VALUE OF LEVELNESS P-20 WITH LOCAL MOTNUM rt-15.
<br />MEASURE Fa. AND FF WITHIN 72 HOURS OF SUIT CONSTRUCTION.
<br />MASONRY SHALL BE 48 BAR DIAMETERS, CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO
<br />ACCOMONITE MODULE OF MASONRY UNITS. ALL VER11CAt. CELLS AND MA I WITH REINFORCING SHALL
<br />I& ALL EXPOSED EXTERNAL CORNERS CF CONCRETE TO 8E TOOLED EDGE. UNLESS OTHERWISE NOTED.
<br />BE FILLED WITH COARSE GROUT CONSISTING OF 30DO PSI CONCRETE WITH f8 COARSE AGGREGATE.
<br />USE HIGH -SLUMP 8- At' (SUPERRPLASTICIZEO) WHERE HEIGHT OF LIFT EXCEEDS 4'-CY; WHERE
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<br />17. CONTRACTOR SHALL REEFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAWINGS FOR EMBEDDED
<br />IHi3GtCT OF OPEN CELL EXCEEDS 4'-0-, USE HIGH -IEEE GROUTING T£CNHNIOUE YlfMiCH REQUIRES A
<br />i9
<br />ITEMS AND RECESSES,
<br />CLEAN -OUT OPEL ING AT THE BOTTOM OF ALL CELLS AND PLACING THE GROUT IN MAXIMUM 4 -0'
<br />• /�! ;11 E��l7L]
<br />LIFTS YATTI 30 TO 60 MINUTE DELAY BETWEEN LIFTS.
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<br />( 18. CONTRACTOR SHALL REFER TO DRAWINGS OF OTHER TRADES AND VENDOR DRAYANGS FOR EMBEDDED
<br />`'� � � ►Y•yy�••
<br />ITEMS AND RECESSES. CONTRACTOR SHALT. VERIFY ALL SIZES AND LOCATIONS OF ALL ELECTRICAL
<br />3. CONCRETE MASONRY UNITS (BLOCK) SHALL COMPLY WITH THE. Pitamsms OF THE STANDARD
<br />OPENINGS AND EQUIPMENT PADS WITH THE ELF.CTRICN_ OPF14NCS AND EQUIPMENT DETAIL AND SHOP
<br />SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD TIMING CONCRETE MASOVKt. ACT 530.
<br />DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL OPDMM AND
<br />SLEEVES FOR PROPER DISTRIBUTION FOR ALL UTILITIES.
<br />4. HOLLOW BLOCK SHALL COMPLY WITH ASTM C-00, TYPE 11, GRADE N-B,
<br />A&E Team.,
<br />5. MORTAR SHRILL COMPLY WiTH ASTM C-270, TYPE M. WITH A MINIMUM COMPRESSIVE STRENGTH AT 28
<br />DAYS OF 2500 PSi.
<br />i
<br />6. HORIZONTAL REINFORCINO SHALL HE OUR-O-WALL STANDAD (9 GA) AT le OC (TRUSS TYPE FO,R
<br />MORRISDN HERSHFiELD
<br />NON-REINF. MASONRY AND LADDER TYPE FOR REM MASONRY) ASTM CLASS 8-2. 1401 DIPPED
<br />600STEYIARTST.SLIIT8200
<br />GALVANIZED OR APPROVED EQUAL.
<br />SiEA17LE, WA 0s101
<br />7. VERTICAL REINFORCING SHALL CONFORM TO ASTM A615. GRADE 60, FILL ALL R13NrORCIED CELLS WITH
<br />Tel:206.268.7370
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<br />3000 PSi CONCRETE OR GROUT. SEE PLAN FOR SIZE AND SPACING OF VERTICAL REINFORCING,
<br />I
<br />8. MASONRY COMPRESSIVE STRENGHT f•m=2000 PSI. (NET AREA COMPRESSIVE STRENGTH OF CONCRETE
<br />Project Into:
<br />MASONRY UNITS - 2900 P.SL).
<br />SEA
<br />9. STRUCTURAL. DESIGN OF FNONEERf.D UNIT MASONRY C}MPLJFS WiTH ACI 630/ASCE 5/HMS 402,
<br />BUILDING CODE REQUtRCUMS FON MASONRY STRUCTURES AND TIE COMMENTARY ON DU!LDNO CODE
<br />BAGSHAW
<br />•;
<br />REQUIREMENTS FOR MASONRY STRUCTURCS. ALL CCSNTRU07ION SIULLL BE IN ACCORDANCE WITH AO
<br />2715 EVERM AVE
<br />530,1/ASCE 6/TMS 602 SPECIFICATIONS FOR MASONRY STRUCTURES AND THE CO UMARY ON
<br />EYFREIT, WA 2=1
<br />SP£CtfICATIONS FOR MASONRY STRUCTURES,
<br />I
<br />Drawing THia:
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<br />STRUCTURAL
<br />NOTES
<br />Project NOmber:
<br />Won DOW.
<br />r
<br />19DOmigoo
<br />11/16/15
<br />Drafter:
<br />Designer.
<br />z
<br />is
<br />sV
<br />Project Manoger:
<br />Professional of Record:
<br />L,fB
<br />Le
<br />Revision No:
<br />Sheet via
<br />8
<br />S-1
<br />k
<br />City of Everett Reviewed for Permit
<br />
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