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GENERAL STRUCTURAL NOTES
<br />(The, follovqing apply unleu? shom othorviise, on the picim)
<br />CRITLzRIA
<br />15.
<br />DEFERRED SUBMITTALS OF DESIGN BUILD COMPONENT5 5HALL BEAR THE. 5TAMP AN0516NATURE
<br />11.
<br />REINFORGIN6 5TEFEL 5HALL r-,ONFORM TO ASTM A615 (IN6LUDINO 5UPPLEMENT 51), GRADE 60�
<br />1.
<br />ALL MATERIAL5, NORKMANSHIP, VE516N, AND 6ON5TRUCTION 5HALL CONFORM TO THE DRAYNIING5,
<br />OF A 5TATE OF �NAEIHIN65TON REC-715TE-RED PROFE55IONAL EN61NEER ANO 5HALL BE APPROVED BY
<br />DETAIL (IN 1.1 IN(S HOOKS AND BEN05) IN ACCORDANCE �11ITH ACI 515 AND 30. LAP ALL
<br />SPECIFICATION5, THE-. 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IB( )
<br />THE COMPONENT DE516NER PRIOR TO 6UR5ORY REVIEH BY THE ENGINEER OF RECORD FOR LOADS
<br />REINFOR6EMENT5 IN ACCORDAZE AITH "THE REINIF-012,61N6 5-PLICE AND DEVELOPMENT LTEWITH
<br />IMP05EV ON THE BA510 5TRUCTURE, THE 601114PONENT PE516NER 15 RESPONSIBLE FOR CODE
<br />56HEIVULE." PROVIDE CORNER BAR15 AT ALL HALL AND FOOTING INTER51E:CTION5,
<br />2.
<br />PE516N LOADIN65 ORITE-RIA
<br />CONFORMANCE AND ALL NECE55ARY CONNEc",TION5 NOT 5PECIFICALLY CALLED OUT ON
<br />ARCHITE( .,TURAL OR STRUCTURAL PRAVIING5. DEFERRED 5UBMITTAL5 5HALL IN016ATE MAGNITUDE
<br />NO BAR�D PARTIALLY EMBEDDED IN HARDENED GONORETE WALL BE FIELD BENT UNLF-55
<br />ROOF 5NOA LOAD 2-5 P5F
<br />AND DIRECTION OF ALL LOADS IMP05ED ON. SA516 5TRUCTURE AND 5HALL INCILUDE DE-516N
<br />5PECIF16ALLY 50 DETAILED OR APPROVED DY TKE' STRUOTURAL EN6711NEER, NO FlEINFOR111"IN-6
<br />CALOULATIOW5 HITH THE EN61NEER'5 5TAMP,
<br />BARS 5HALL BE "AET-EIET" INTO THE CONGRETE. PROVIDE A 20'LONG REBAR (51ROUND (WER
<br />NIND -ANALY5115 PROCEDURE� A56E 1-10 OHAPTER 2-1 "PART 11 - ENCLOSED 5-IMPLE DIAPHRAGM`
<br />THE FOLLOAIN6 GOMPONENT5 SHALL BE DEFERRED 5U5MITTAL5- FOR TH15 PROJECT,,
<br />6ROUNE?) PER ELECTRIr,,IAN,
<br />R15K CATEISORY 11
<br />METAL BUILOING5
<br />le).
<br />CONCRETE PROTEOTION (COVER.) FORREINFORCINO 5TEELSHALL BE A5 FOLLOA5.
<br />110 MPH
<br />EXFO5URE 1161
<br />A
<br />Z_L
<br />15011MIT METAL BUILDIN6 PRAKN65 AND CALCULATION5'ro BUILDIN6 OFFICIAL FOR REEVIF-yi AND
<br />FOOTIN65 AND OTHER UNFORMED SURFACES (GAST Ar_?AlN5T EARTH 5
<br />APPROVAL PRIOR TO PERFORMANCE OF AORK.
<br />FORMED SURFACES EXP05EV TO EARTH (I.E. NAL.1.5 BELOH &R-OUNI)) OQt,, k111EATHER 911
<br />EARTHQUAKE ANALY515 PROCEDURE: IbG "EOUIVALENT LATERAL FOR(-',E PROCEDURE"
<br />14.
<br />a_)FF_QAL IN5FECTION.- 5HALL BE 5UPERVISED BY A OUALIFIED TE5TIN6 Ar7r-_N6Y VE516NATED BY
<br />COLUMN TIE5
<br />5EI5MIG PE516N CATE60RY (50C) P
<br />THE ONNER IN A60ORDANCE NITH 5ECTION.51-104 4 1105 OF THE 150, THE PROJECT
<br />5LA65 AND NALL5 (INTERIOR FA6-E)
<br />R15K CATE6ORY 11
<br />SPECIFICATIONS, AND THE 5PE(,IAL INSPECTION SCHEDULE AT THE END OF THE 5TRUCTURAL NOTE5.
<br />505MIC 51TE f_',LA55 0
<br />THE TE5TING A6ENCY WALL SEND COPIE-5 OF ALL 5TRUCTURAL TEE-5TIN6 AND IN5PFCTION
<br />11.
<br />NON-5HRINK (WOUT SHALL BE NON-METALLIC OONFOR�,-/IIN6 TO A5TM 61101 AND BE FFURN15HEIP BY
<br />IMPORTANCE' FACTOR IE 1.0
<br />REPORTS DIRECTLY TO THE OHNER, ARCHITECT, 5TRUGTURAL EN61NEER, GONTRACTOR AND THE
<br />AN APPROVED MANUFACTURER AND S'HALL BE M11Xl`:'-:0 AND PLAOED IN 5TRICT A660ROANCE NITH
<br />MAPPED MCE 55 = 1.44; 51 = 0.56
<br />BUILVIN6 OFFICIAL. ANY MATERIALS NHICH FAIL TO MEET PIROJECT 5FE61F16ATION5 SHALL BE
<br />THE MANUFACTURIER'5 PUBI-15HED RE60MMENDATION5. 6YROUT 5TRENGITH 5HALL BE AT LEA�13T
<br />DE510- N ACCELERATION 505 = 0.16, 501 = 05b
<br />BROU6HT TO THE ATTENTION OF THE ARCHITECT.
<br />EQUAL TO THE MKI-ERIAL ON YiHl(,H IT 115 PILAr_,EQ (5000 P51 MINIMUM).
<br />5-EISM116 RE515TIN6 ORDINARY MOMENT FRAME, R 5.0
<br />5Ei5\,1i(_', RRE515TIN65 ORDINAF-1,Y CONC-,ENTRIGALLY BRACED FRAME, R :5.25
<br />15,
<br />FOUNDATION N( 7E5: S-U56RAVE PREPARATION INCLUDING DRAINA6E, EXCAVATION, COMPACTION,
<br />20.56REVI
<br />ANGHOR1,5 INTO GONGRETE 5HALL BE "KNIK HU-5-F-Z", A5 MANUFACTURE1-) BY HILTI, IN,--,.
<br />:3.
<br />LATErF2,AL LQAQ5 TRAN5FERREP BY THE ROOF BRACiNry TO THE FRAME5, FORCES ARE
<br />AND FILLIN65 REOUIREMENT5,5HALL CONFORM 5TRICTLY NITH RECOMMENDATION5 C71VEN IN THE
<br />-FORT No. E -5021 INCLUDIN69 5TANDARV
<br />IN5TIALL IN 5TRICT AOCORDAN6E V41TH I.C_,..C. RE ' 5R
<br />5A5E0 ON THE TRIBUTARY AREEA FOR EACH FRAME AND ARE CARRIED BY THE FRAME5 TO THE
<br />6-r-OTE(,,HNICAL REPORT OR AS DIRECTIED BY THE GEOTECHNICAL ENOINEER, FOOTIN655HALL
<br />EMBEDMENT REQUIREMENT5 U,O.N. FROPOEAED 505TITUTION5 5HALL BE SUBMITTEP FOR REVIEY4
<br />FOUNPATION.
<br />BEAR ON 50LID UND15TURIBED EARTH (CONTROLLED, GOMPAGTEP 5TRUGTURAIL FILL OR BOTH) AT
<br />INITH OF, 1APM0 UE5 REPORT5 EQUIVALENT OR 6REATER LOA0,6APA61TIE5.
<br />LEA5T IE) il BELOYi LOHE5T APJACENT FINISHED (7RAVE. FOOTIN& PEPTHWELEVATION5 5HOHN ON
<br />5PEOIAL INSPE6TION 15 REGUIRED FOR ALL50REN ANOHOR IN5TALLATiON.
<br />4,
<br />5TIRUCTURAL DRAKNOS SHALL BE U5EV IN CONJUNCTION HITH ARCHITEOTURAL DRAKN65 FOR
<br />PLAN5 (OR IN DETAILS) ARE MINIMUM AND FOR GUIPANCZ ONLY; THE Ar,,TUAL ELEVATIONS OF
<br />610PIN67 AN0,r.,ON5TRUCTION. 6ONTRA6TORWALL VERIFY DIME-N51ONS AND GONDITION5 FOR
<br />FOOTIN65 MUST BE E5TABLI5HEP BY THE CONTRACTOR IN THE FIELD ViORKING NITH THE TE,5TIN6
<br />60IMPATIBILI'rr AND SHALL NOTIFY ARCHITECT OF ANY D156REPANCIE5 PRIOR TO CON51RUCTION,
<br />LAS AND GEOTEC.,HNICAL ENO INEER. UNLE55 OTHERVI15E NOTED, FOOTING5 WALL BE (/ENTERED
<br />21�
<br />F L k \ E C�,j Y
<br />DRIVE PINS,, )HOT PIN5 AND OTHER POINDER-AC',TUATED FA5TENER5 5HALL BE' .0 N / LO T
<br />UNDER COLUMN5 OR VIALLS ABOVE.
<br />TYPE FA5TENER5 A5 MANUFAC, TURED BY HILTI CORPORATION. �4HEN GALLEEL') FOR IN THE
<br />5.
<br />C,.ONTRA6TOR, 5HALL VITE-RIFY ALL EXISTIN69 DIMEN51ON5, MEMBER51ZE5, AND (_-_,0NVITI0N6 PRIOR
<br />PRAHING5, PROVIDE THE APPROPRIA�TE FASTENER AS NOTED IN THEE TA5LE BELOVi FOR EAC1,41
<br />TO COMMENGIN16 ANY k1ORK. ALL DIMENI.51ON5 OF EX15TINO 60N5TRU('_1TION 5HOAN ON THE
<br />-BACKFILL BEHIND ALL RETAININ6 HALLS AITH FREE DRAINING 69RANULAR FILL AND PROVIDE FOR,
<br />61VEN APPL16ATION, IN5TALL IN STRICT ACCCORDAINIC.E KTH FREPORT5 NO. ESR-22&q FOR
<br />DRANIN65 AIRE INTENDED A5 OUIPELINES ONLY AND MU5T BE'VERIFIED.
<br />5U55URFACE PRAINA6E A$ NOTED IN THE 6EO'rE6HNIrAL REPORT.
<br />THE. X-U FA5TENER5 AND EOR-251q FOR THE X-6F FASTENER5. MINIMUM EMBEDMENT IN C�,ONCIRIE__TE
<br />5HALL BE I" UNLE55 OTHERY115E NOTED. MAINTAIN AT LEAST 5" TO NEARE5T CONCRETE EDO-E AND
<br />6.
<br />60NrRAr_,TOR SHALL PROVIPFE TEMPORARY BRACING FOR THE 5TRUrTURE AND 5TRUCTURAL
<br />THE 5TRUCTURAL DIE56N 15 BA5EQ ON THE FOLLONIN6 VALUE5 FROM THE REFERENGED
<br />4" CENTER TO CENTEER 5PACIN6, PROP05EV 505TITUTION5 5HALL 5- E 5USMITTEO FOR R_FVi11r1__y1
<br />GOMPONENT5, UNTIL ALL FINAL CONNECTION-5 HAVE BEEN COMPLETED IN A6e__',0RvANc1E KTHTHE
<br />&EOTEECHNICAL REPORT,
<br />tAJ1ITH 1�0.6� OR, 1APMO UE5 KEPORP-5 IN_0I(,.,ATIN(? EGUIVALEENT OR 6REATER LOAD CAPA10TIE5.
<br />PLAN5.
<br />ALLOHIABLE 501L 5EARIN6 FRE55URE 5,000 F5F
<br />1.
<br />CONTRA6TOR SHALL BE REEIPON51BLE FOR ALL SAFETY PRECAUTIONS AND THE METHO05,
<br />LATERAL EARTH PRE55URE (RE5TRAINE1?/UNRE5TRAi NED) 55 P(�F/55 POF
<br />ALL0NABLE ALLONABLE
<br />APPLICATION FASTENER TYPEE 5-HEAR, CAPACITY U-39) TEN51ON e,-,APArI-rY
<br />TEC�HNIQUIE-5,5-EOUENOF5 OR PROISEDUREEI -�,REQUIRED TO PERFORM THEIR NORK THE 5TRUCTURAL
<br />5EI5MIG 5URr,,HAR6E PRE55URE (RE5TRAINED/UNRE5TRAINED) IOH P517/,bH FSF
<br />ENG lNEER HA5 NO OVERALL 5UPEF-1,VISORY AUTHORITY OR ACTUALAND/O R DIRECT
<br />ALLOAABLE PAS51VE 501L PRE55URE �350 P6F
<br />(W-5)
<br />RE5PONVOILITY FOR THE SPECIFIC VIORKIN6 WNPITION5 AT THE 51TE ANWOR FOR ANY HAZARD5
<br />ALLOYNIABLE 501L COEFFICIENT OF FRICTION 035
<br />LIGHT (_-';,AU6E 5TEEL X-U 21 Pb 515 Iq0 165
<br />RE5ULTIN6 FROM THE AOTION5 OF ANY TRADE CONTRACTOR. THE 5TRU6TURAL EN61NEER HA5 NO
<br />TRAFFIC SUR6HAR-GE 110 P5F
<br />55 MIL5 (220 6&) MK
<br />DUTY TO IN5PEe_-.,T, 5UPERV15E, NOTE; (,ORRE6T� OR, REPORT ANY HEALTH OR. 5AFETY 0EE_FI0IEN(,,IE5
<br />OF THE OYiNFERK CONTRA6TOR-5, OR OTHER ENTITIE5 OR PER50N5 AT THE PROJECT 51TE.
<br />TOWN61RETE
<br />vEOTE6HNICAL REPORT REFEREN(.,E- #18,056IF-001 A55001ATED EARTH SCIEZE5 INC. DATED
<br />(2000 PSI MINJ
<br />5.
<br />c,,0NTRAr,_,T0R-INITIA-1E0 r,.,HAN(5E5 SHALL BrE7, SUBMITTED IN K1Q]TIN6 TO THE AROHITECT AND
<br />MAR( ,H 2�, 201q.
<br />5TRUCTURAL F-'.Nr,7lNEER FOR APPROVAL PRIOR TO FABRICATION OR XN5TRU6TION, 6HAN6E5
<br />22,
<br />EPDXY-6ROUTER ITEM5,(THREADED ROV5 OR Ir'ZEINFORCIN6 DAR) INTO GONC-,REPTE 5HALL DE
<br />5HONIN ON 5HOP DRAKN65 ONLY HILL NOT 5AT15FY TH1511REGUIREMENT,
<br />6_0NCREM
<br />lN5TALLED U51%) "HIT-HY 200" A5 MANUFACTURED BY HILTI r,,ORP. INSTALL IN 5TRICT
<br />ACCORDANCE NITH I.G.6. REPORT NO. E5R-5151, INOLUDIN6 STANDARD EMBEPMENT REQUI-PEMENTS,
<br />1.
<br />DRAYTISroa-, INDICATE GENERAL AND TYP16AL DETAIL5 OF CON5TRUCTION, YiHERE 6ONDITION5 ARE
<br />lb�
<br />CONCRETE 5HALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE V41TH A01
<br />U,O.N. PROP05ED 5U55TITUTION5 5HALL BE 5UBMITTED FOR REVIEEN NITH 1.6.6. OR 1APM0 UE5
<br />NOT 5-IFF-61 FI (,,ALLY INDICATED BUT ARIKIE OF 51MILAR C.,HARACTER TO DETAIL5 5HOhN, 51MILAR
<br />�_01.�O_NkpzurTION TOLERANCE5 5HALL NOT EXCEED TH05E 1-15TED IN A( I Ill, CON6RETE 5HALL
<br />REPORT5 INDICATIN& EQUIVALENT OR. 6REATER LOAD (,APAr_,ITIE5. 5PECIAL IN5PECTION OF
<br />DETAIL5 OF CON5TRA-A-ION 5HALL OE ZED,50JEOT TO REVIEN AND APPROVAL BY THE
<br />ATTAIN A 25-DAY 5TRENGTH OF F'c, !!�: 5,000 PSI AND MIX 5HALL CONTAIN NOT LESS THAN 5-1/2
<br />IN5TALLATION 15 REQUIRED.
<br />A
<br />/nR6HITEGT AND THE 5TRU6TURAL ENO-INEER. NHERE INFORMATION ON THE PRANING5 15 IN
<br />11
<br />5AOK5 OF CEMENT PER CUBIC YARD AND 5HALL BE PROPORTIONED TO PRODU01E A 5LUMP OF -5
<br />CONFLICT KTH THE 5FE61FIOATION5, T14E 11/10RE 5TRIN6ENT SHALL APPLY, SUBJECT TO REVIEN AND
<br />OR LE55 (BEFORE THE ADDITION OF ADMIXTURES). THE HATER/CEMENT RATIO SHALL NOT EXCEED
<br />41ASONIRY
<br />APPROVAL EYY THE ARCHITECT AND THE STRUCTURAL EN(vINEER. 120 NOT SCALE THE PRAVIINC75.
<br />055 FOR FOOTIN65 AND 0.45 FOR ALL SLABS AND EXP05rzo CONCRETE UNLE55 OTHERY115F
<br />NOTED. EXCEPT FOR FOOTIN65 AND SLAB ON GRADE, A66REWE 51ZE 5HALL NOT EXCEED 3/4 11
<br />25,
<br />' SHALL BE 00NEITRUCTED OF MEDIUM V'66HT UNIT5 CONFORMING
<br />60NOTTEE MASONRY UNIT HALL5
<br />10.
<br />ALLSTRUGTURAL 5YSTEM5- NHIr-.,H ARE COMPOSED OF FIELD ERECTED COMPONENTS 5HALL BE
<br />TO A5TM (-,10, LAID IN A RUNNINC-7 BOND. 6ONTACT EN65INEEER FOR RE-DE-51614 OF REI_NF0R6INr5
<br />5UPERV15-EP BY THE 5UPPLIER DURING MANUFACTURING, DELIVERY, HANDLIN6, STORA6E ANo
<br />THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE CHANO-ED IF A GON6RETE
<br />P4HERE 5TA6K BOND LAYOUT 15 REQ, UIREP, LINEAR 5HRINKA6E 5HALL NOT E><OEED 0.0,65%,
<br />EREGTION IN Ar_,r,,ORVAN6E HITH INSTRUCTION5 PREPARED BY THE 5UPPLIER.
<br />PERFORMANOE MIX 15 SUBMITTED TO T14E STRUCTURAL EN&NEER AND THE BUILDIN6 DEPARTMENT
<br />MORTAR WALL BE TYPE 'S" IN A6(.wORVANCE NITIH A5TM 0210. OROUT 5HALL C_,ONFORM TO Isr_1
<br />FOR APPROVAL THO ?�EEK5 PRIOR TO PLACIN6 ANY 6ON6RETE. (THE Y4/6 RATIO LIMIT5 5TILL
<br />REQUIREMENT5 AND A 71AIN A MINIMUM OOMPRES5,11VF 5TRIEN(vTH OF 2,000 P51 AT 25 DAY5,
<br />11.
<br />5HOP Of-7,AKNI65 FOR REINFOROINO 5TEEL AND 5TRU6TURAL STEEL 5HALL BIEE SUBMITTED TO THIE-,
<br />APPLY). THE PERFORMANCE MIX 5HALL INCLUDE THE AMOUNT5 OF CEMENT, CEMENTITIOU5
<br />D-E516N F'M = 21000 P51. FULL 5TRE55E5 ARE R.EOUIRED, 5TREN6TH 5HALL BE VERIFIED 61( THE
<br />ARCHITEGT AND 5TrPUCTURAL EN61NEER FOR REVIE"N PRIORTO FABRICATION OF THE5E ITEM5�
<br />MATERIAL, FINE AND OOAR5E A66RE(WE, NATER AND ADMIXTURE5 AS AELL A5 THE YiATr_-R
<br />UNIT 5TREN6TH METHOD IN ACCORPAN(Z KTH TM5 b02-15.
<br />SHOP PRAWAIN65 IREVIEP$ DIMEN51ON5 AND QUANTITIE5 ARF_ NOT REVIEAEP BY THE EN&INEER OF
<br />CEMENT RATIO,SLUMP, CONCREE-TE YIELD AND 505TANTIATIN6 5TRf_N6TH DATA IN ACCORDANcz
<br />AITH A61 301. 6HEMICAL ADMIXTUP-r--5 AND FLY ASH SHALL CIONFORM TO A5TM 0414 AND 0616
<br />UNLE55 NOTED OTHE:"115E, PROVIDE THE FOLLOININ6 REINIFOR(,,EMIENT,
<br />RIEC-4RO, ANP THEREFORE MU5T BE VERIFIED BY THE CONTRACTOR, e__-,ONTRA6T0R SHALL RE\/IEN
<br />RE51PE6TIVELY, FLY A!5H PERCENTAGE OF TOTAL 6EMENTITIOU5 MATERIAL 5HALL NOT EXCEED
<br />AND STAMP ORAYIINGS PRIOR TO R-EVIEV4 BY ENGINE'ER OF RECSORD. CONTRACTOR 5HALL REVIEK
<br />20%� THE USE OF A PERFORMANCE MIX REQUIRE5 BATGH PLANT IN5PECTION, THE 605T Orr- NHlr,,H
<br />VIALL THIGOES5 VERTICAL PAR15 HORIZONTAL BAR5
<br />DRAKN(55 FOR CONFORMANCE HITi-I THE MEAN5, METHOP5, TEOHNIOUE5, 5EGUENCE5 AND
<br />SHALL BE BROU6HT TO THE ATTENTION OF THE OINNER. REVIEN OF MIX SUBMITTALS BY THE
<br />4 " HALL5 #4 @ 461 ac. 5/6" PIA� VII[RE JOINT REINFORr,,IN6 AT 0" 0.6,
<br />OPERATION5 OF CON5TRUCTION, AND ALL 5AF M PRECAUTION5 ANTO PROr-VRAM5 INCIDENTAL
<br />ENGINEER OF RECORD INDICATE5 ONLY THAT INFORMATION PRE5ENTED CONFORM5 6ENERALLY TO
<br />THERETO.
<br />CONTRACT DOCUMENTS, CONTRAGTOR MAINTAIN5 FULL RF_5P0N5IBII_iTY FOR 5PE(_',IFIE0
<br />IN ADDITION, PROVIDE 0:41 VERT, AT EACH 51DE OF OPENINC75., AT HALL (.-__,ORNEP,5 AND
<br />12.
<br />5HOPORAN-IN67 503MITTAL5 PRO6F_55EP 13Y THE EN(51NEER ARE NOT GHANr5E ORDERS. THE
<br />PERFORMANCE.
<br />INTER5EC-,TION5 AND AT FREE FEN05 OF YqALL5. EXTEND RIE_-INFORCEMENT f"IRIOUNP OPENIN65 2 _0
<br />PURPOSE OF 5HOP DRAKN(v 5UBMITTAL5 BY THE CONTRAOTOR 15 TO DEMONSTRATE TO THE
<br />ALL GONGRETE h1ITH 5URFACE5 EXP05ED TO 5TANDINO HATER 5HALL BE AIR-ENTRAINE-0 V41TH AN
<br />BEYOND FA(,.,E OF OPENINO.
<br />EN61NEER THAT THE CONTRAt"I'TOR UNDER5TAND5 THE DE516N CONCEPT, BY IND16ATINe-, NHIC/H
<br />AIR-ENTRAININ& AOCENT CONFORMIN6 TO A5TM 0260, TOTAL Alp, 6ONTENT FOR FR05T-RE515TANT
<br />MATERIAL 15 INTENDED To BE FURNI13HED AND IN5TALLEP AND BY 01E�TAILINO THE INTENDED
<br />CONCRETE SHALL BE IN ACCOORDANOE NITH A0 50-14 TABLE H33.1, ALL CONCRETE EXP05ED
<br />FAS31RICATION AND IN5TALLATION MEETH095. IF DEVIATIONS, 0156REPANCIEcv, OR 6ONFLICT5
<br />TO THE HEATHER AND ALL 6ARA6E 5LA55-ON-6RADE 5HALL OBTAIN A 2b-DAY STREN67TH F'c OF
<br />BETHEEN SHOF DRAINING, 50MITTAL5 AND THE CONTRACT 006UMENT5 ARE P15COVERED EITHER
<br />4;500 P51 IN ACCORDANCE-: AITH A01 51a TABLE lq,5.2.i AND IE30 5ECTION IqO4.1 ALL CONCRETE
<br />PRIOR TO OR AFTER 5)r'10P 0RAKKG 5UBMITTAL5 ARE PROCE55ED BY THE EN61NEER, THE VE516N
<br />TO REr.,EIVE A 5TEEL TRONELED FINISH 5HALL NOT DE AIR -ENTRAINED.
<br />DRAKN65 AND 5PECIFICATION5 SHALL GONTROL AND SHALL BE FOLLONED.
<br />rl�, 5- 1�.It lim-g-
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<br />REVIEI�PV5ED FOR PERMIT
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<br />QUANTUM FAX 206.9-672,901
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