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6ENEIiaL STRUGTURAL NOTE5
<br /> ('the followkig apply unleea shorn otherwise on the plare)
<br /> �
<br /> I. ALL MAT�IALS.WORp�1AN5FNP.DE��I6N.AND GON3TRUGTION SHALL GONFORM TO T}E DRAWIN65, I8. ��DRAWIN6 5UBMITTALS PR.OG�BY hf B1611�ER ARE NOT GHAN6E ORDERS.hIE PURY05E THE MINIMIM AMd1NT OF GB4ENT AND'fHE MAXIMUM� UMr MAY BE GHANEF�IF A CONGRETE P��RMANGE
<br /> 5PEGIFIGA710N5,AND THE 2015 EDI710N OF T}�INTERNATIONAL�11LDIN6 GODE(IBG),WITH GITY OF EV6iETf OF SNOP DRNNIN6 SUBMITTALS BY THE GONTRAGTOR 15 TO DEMONSTRATE TO hE EN61NEfR THAT THE MIX 15 SUBMITfED TO THE 5Tf�1GTURAL BJ61F�AND THE BUILDIN6 DEPARTMENf FOR APPRpdAL TWO
<br /> q�TS, CANTRAGTOR UNDERSTANDS THE DE516N COFY.t?T,BY INDIGATIN6 NWIGH MA7ERIAL 15 INTEtmFD TO BE N�KS PRIOR TO PLAGIN6 ANY GONGREiE.THE PERFORMANGE MIX 51iAl.L INGLUDE THE AMOIAli5 OF
<br /> RIRNISHED AND IN5TALLED AND B1'DETaiLIN6 THE INTEt�7 FABRIGATION AI�INSTALLATION METHODS.IF GB�IENT,GBdENTITI0U5 MATBtIAL,FINE AND GOARSE A66RE6ATE,WA'f�AND ADMIXNRES AS MELL A5 7}E
<br /> 1. DE'i16N LOADIN6 GRITBiIA DEVIATIONS,DISGR�ANGIES,OR GONfl.IGT5 BETY�N SFIOP DRAWIN6� ITTALS AND THE GONTRAGT YWITER/GEh�JT RATIO,SLUMP,GONGRETE YIEI.D AND SUBSTANTIATIN6 STRENGTH DATA IN AGC,ORDANGE NUTH �
<br /> DOGJFtENTS ARE DISGOVE�'tED EITHER PRlOR TO OR AFT�SNOP DRAWINb SUBMITTALS ARE PROG�BY AGI 301.GHEh11GAL ADMIXTUFtES AND R.Y ASH SHALL GONFORM TO ASTM G494 AND LblB RE5P6GTIVELY.
<br /> RDOF SNOW LAAD. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF THE�161N�R THE DE516N DRAWIN55 AND SPGGIFIGATIONS SHALL GONTROL AND SHALL BE FOLLOY'�. FLY ASFI PERGENTA6E OF TOTAL GEMENTITIOUS MATa21AL SNALL NOT EXGEED 20AS.hE USE OF A �
<br /> FLOOR LIVE LOAD(GLA55ROOM5/LAB5). . . . . . . . . . . .. . . . 50 PSF �ORMANGE MIX REplIRES BATGH PLANT 11�5PEGTiON,THE G05T OF MHIGH SHALL BE BROU6HT TO TfE �
<br /> IQ `
<br /> FLOOR LIVE IAAD(STaIRS AND EXIT5). . . . . . . . . . . . . . . . 100 P5F 14. 5F10P DRAWIN65 OF Df516N BUIID COMPONB�If5 INGLUDIN6 STAIRS AND EXT8210R GLADDIN6 SHAI.L ATTEMION OF hE OWJER REVIB"I OF MIX SUBMITTALS BY T}�EN61t�R OF REGORD INDIGATES ONLY ti
<br /> FLOOR LIVE IAAD(AS�.+B�BLYJ. . . . . . . . . .. . . .. . . . . . . I�� INGLUDE TF�DE516NIN6 PROFE5510NAL BJbI�R5 5TAMP,5TATE OF YVA5HIN6TON AND SHALL BE THAT It�ORMATION PRESENTED GOtJPORt�6ENBtALLY TO CONTRAGT�.GONTRAGTOR
<br /> FLAOR LIVE LOAD(LI6HT STORA6FJ. . . . . . . . . . . . . . .. . . 125 P5F AF'PROVED BY THE GOMPONENT DESI6I�R PRIOR TO GUR50RY REYIFJN B1'THE EN6fN�R OF REGORD FOR MAINTAINS Fi�L RESPONSIBILITY FOR 5PGGIFIED PH2FORMANGE.
<br /> P,4RTITI�1 LIVE LOAD. . . . . . . . . . . .. . . . . . . . . . . . . . . 15 PSF IAAD5 IFP05ED ON'TI�8A51G STRUGTU2E.T}�GOMPOI�IT DE516t�R IS RESP�J518LE FOR GODE g�
<br /> PARTITION LIVE LOAD HORIIANTAL. . . . .. . . .. . . . . . . . . . 5 P5F GO�ORMAN�+E AND ALL�GE55ARY C.O1�GT10r5 NOT SPEGIFIGALLY GALLED OUT ON ARGHITEGTURAI.OR ALL GONGRETE YVITH SU2FAGf5 EXPOFiED TO 5TAt�IN6 WAT92 SHALL BE AIR ENTRAINED MIITH AN AIR � �]
<br /> 6UARDRAILS/BALGONY RAILS. . . . . . . . .. . . .. . . . . . . . . 50 PLF OR 200 IBS. STRUG'IURAL DRAYVIN65.�iK DRAWIN65 SHALL INDIGATE MA6NITUDE AND DIREGTION OF ALL IAADS BdTRAININb A6ENT GONFORMIN6 TO ASTM G260.TOTAL AIR GONTENT FOR PR05TfiESiSTANT GONGRETE co �iS
<br /> FIEGHANIGAL IAdIT5. INEI6HT5 PJRNISHED BY MANJFAGTURER IMPO�'.,�ON BA51G STRllGTURE.DE516N GALLUATIOtS SHALL BE MADE AVAIU�BLE UPON RE�ST. SHAt.L 8E IN AU,ORDAtrGE NUTH AGI 31�14 TABLE 193.3.1.ALL GONGRETE TO REGEIVE A 5Tffi.TRONFIID ❑ n�
<br /> . . . . . . . . . . . . . . . . . . . . . . . . . FINISH SHALL NOT 8E AIR-ENTRAII�D.
<br /> SNOW . . RDOF SNOW IAAD=25 P5F 15. 5PEGIAL INSPEGTION:GONGRETE GON5TRllGTION,MA50NK'(GONSTRLGTION,STRUGTURAL STEEL
<br /> : ; ::: : :: : : : �� ������ FABRIGATI�I AND EREGTI�I(INGLUDIN6 FIB.D NELDIN6 AND MI6H-STRENGTH FIft.D BOLTIN6),METAL DEGIC GONGRETE USED FOR ELENAT'�5LAB5 SHALL HAVE A SHRINKA6E LIMI7 OF OA35 PERC�ENT AT 28 DAYS
<br /> . . . . . .. . . . . . . . . . . E�'05URE Ge=IAO INSTALLATION,EXPAN510N 80LT5/THREADED EXPAN510N IN5BtT5,At��OXY 6ROUTF�INSTALLA110r5 AS TE5'fE0 8'f ASTM G51.IF TE5TIN6 IS NOT PERFORhIED,T}�WATER GON18rT OF THE MIX 51iALL NOT $• ��
<br /> . . . . .. . . . . . . .. . . IMPORTANGE FAGTOR le�I.10 `'���`��`�IN AGGORDANGE WITH IBG 56GTION I'104 AND T!�PRD.�GT SPEGIFIGAT10N5 B1'A EXG�D�3519JGU.YD OF LONGRFTE. ,,�d
<br /> . . . . .. . . . . . . .. . . TH�M�4l.FAGTOR Gt=IAO QUALIFi�TL'iTIN6 AfoENGY DE516NATFD BY THE ONO�ER THE TE5TIN6 A6ENGY SHALL SEND GOPIES OF ALL
<br /> ' STRUGTURAL TE�iTIN6 AND IN5PEGTION REfORTS DIREGTLY TO THE OWNER,ARLHITEGT,STRllGTURAL GONGRETE MAY BE PLAG�BY THE'SHOTGRETE'ME'f}IOD,PROVIDED THE APPROVALS,TE.5T5,A�
<br /> NUND. . . . . .. . . . . . . . ANALYSIS PROC.FDURE:ASGE'I-10 GHAPTER 28'ENVELOPE PROGF�URE-PART I' E�rbIT�R,GONTRAGTOR AND BUILDIN6 OFFIGIAL.AN'(MAI�IALS WHIGH FAIL TO M�T PRO,�GT INSPEGTIONS REQUIRED BY THE BUII�IN6 DEPARTMENT ARE OBTAINED.SHOTGRETE MATtRIALS,EQUIPMENT, � �ae�
<br /> RI5K GATE60RY III SPEGIFIGATIONS 5HALL BE BROU6HT 70 iHE ATTBJTION OF THE ARGIIITEGT. PROGEDURES,PROPORT10N5,BATGHIN6 AND MIXIN6 A�ID PLAGBdENT SIiALL BE IN AC.C.ORDANGE WITH P�GI ����p,
<br /> . . . . . . . . . . . . . . . . . 115 MPH 506R,AGI 5062 AND 18G SEGTION 1906.SHOTGRETE Afa6RE6ATE 51ZE SHALL NOT EXG�D 3/8'.hIE
<br /> . . . . . . . . . . . . . . . . ���,B' Ib. MEGkANiGAL UNIT GONNEGTIOrS TO THE BUILDIN6 SHALL BE DE�i16NED BY THE MAMJFAGTURBt FOR 'SHOTGRETE'METHOD SHALL NOT 8E U5m WIT}10UT MAKIN6 5PEGIAL ARRAN6EMEN75 THRDU6H OYd1ER AND
<br /> . . . . . . . . . . . . . . . . TOPObRAPHIG FAGTOR Kzt■IA THE DE916N GRITffZIA AND GONDITION�SHONP!ON T}�STRUGTURAL DRAWIN55.MAWFAGTURBi SHALL B161NffR UNIF55 57RUGTURAL DRAWIN65 AFtF SPEGIFIGALLY DETAIIID TO AGGOMMODATE SHOTGRETIN6.
<br /> ' EAIBMIT DETAIL DRAWIN�55 AND GALGULATIONS,801H OF NHIGH 9EAR THE STAMP AND SI6NATURE OF A o
<br /> RE615TE12F�PROFE5610NAL ENbI1�R,STATE OF WA.5HIN6TON.MAWFAGTURERS BJbIt�R SHALL BE 19. RFR+!'-��!�5?T�� SHALL GONFORM TO AS7M A615(INGLUDIN6 SUPPLEMENT 51),6RADE 60,P �
<br /> EARTHQUAKE. . . . . . . . . ANALY515 PROGEDURE:18G'EGMIIVALENT LATERAL FORGE PROGEDURE' {�SppH,yIBLE FOR DE51FiN,GODE GOi�ORMANGE,AND GONNEGTI�I OF THE UNIT TO THE BA51G 5TRUGTIIRE bOp00 f'S1.EXGEPTIONS:ANY BARS SPEGIFIGALLY 50 NOTED ON hE DRAYVIN�A5 6RADE�SHALL � �`�,
<br /> . . . . . . . . .. . . . . . . SEISh11G DESI6N GATE60RY(5DG)=D 3� o
<br /> ALL NK.E55ARY BRAGIN6,TICi,ANGHORA6E,DISTRIEUTION MEh�ERS,AND SIMILAR�EMENTS SHALL HE HAVE fy=40p00 P51.6RADE 60 REINFORCIN6 STEEL INDIGATED ON DRAWIN65 TO BE NBDm SHALL c o a p>
<br /> . . . .. . . . . .. . . . . . . RI5K GATE60RY=III a��,
<br /> SEIShIIG SITE GLA55=G F�MlISHED AND INSTALLED IN GO�ORMANGE WITH SUBMIT(ED DRAWIN65 AND GALGILATIONS. LONFORM TO PSTM A"106.REINFOFtGIN6 ST�L GOMf'LYIN6 Wihf ASTM A615(51)MAY BE M�LDED ONLY IF Q���
<br /> . . . . . . . . . . . . . . . . . IMPORTANGE FAGTOR le=IZ5 MATERIAL PROPtRTY REPORTS INDIGATIN6 GOMFORMANGE WITH NEI.DINS PROGEDURES SPEGIFIED IN AJN.S. n¢�,N
<br /> . . .. . . . . .. . . . . . . MAPPFD MGE Se=1.444;5�=0.552 DI.4 ARE 5UBMITIFD. 0 3��
<br /> . . . . . .. . . . . . . . . . . DE516N ALGELERATION 5ds=0.963;Sd�=Of1'18 � cU.,��`�'
<br /> . . . . . . . . .. . . . . . . SEISMIG RE�iI5TIN6 SYSTB�1:NbOD PAI�L BEARIN6 5HEAR WALL,R=65 20. RE�NFOR.GIN6 5Tffi.SHALL BE DETAILED(INGLUDIN6 HOOKS AND BQIDS)IN AGGORDANGE WI7N AGI � �N
<br /> ' Il. POUNDATION NOTtS:5UB6RADE PREPARA110N INGWDIN6 DRAINA6E,EXGAVATION,GOMPAGTION, 315 AND 318.LAP ALL GON11MJd1�'REINFORGEMENT M'S AND SMALLSt 60 BAR DIAMETERS,2'0'MINIMUM. c�w�3
<br /> 5EE PLANS FOR ADDITIONAL LOADIN6 GRIT6tIA AND FILLINb REQUIREMENT5,5HALL GONFORM STRIGTLY WITi REGOMMENDATIOI�lS 61VEN IN THE pROVIDE GORNLii BAR5 AT ALL YVALL AND fO0TIN6 INTERSEGTIONS.LAP GOI�JER SARS�5 AND SMALLER
<br /> bEOTEGHNIGML REPORT OR AS DIREGTED BY Tt�6EOTEGHNIGAL EN6INEER.F0071N65 5k4LL BEAR ON (hp BAR DIAMETERS OR 2'O'MINIM�1.LAPS OF LAR66i BARS SHALL BE MADE IN AGGORDANGE WITH AGI
<br /> 9. LATB2AL IAADS ARE TRA�Bl'THE ROOF AND R..00R DIAPhIRAF�M�'TO THE SNEAR WALLS. 50LID IRJDIS'NRB�EARTH(GONTRDLI�D,GOMPAGTED STRLGTURAL FILL OR BOTI�AT LEA5T 18'BF1AW 3I8,GLASS B.PRONIDE(21�5 MIN.U.NA.TRIM BARS AKDUND ALL OPENIN65 IN GONGRETE WALLS OR`.�tA85
<br /> MOhENT5,SF�ARS AND ROTATIONAL FORGES ARE BA5ED�l T}�RI6IDITY OF EAGH SHEAR WAl1 AND ARE LONE5T AD.JAC.BdT FINISHED 6RADE.FOOTiN6 D�T}5/FIEVATIONS SH01"Bd ON PV�PS(OR IN DETAILS)ARE F�(TENpIN6 2'-b'PAST GORNERS,TYPIGAL. � ��.
<br /> GARRIED 8Y T}�SHEAR WALLS TO TF�FOIAJDATION. MINIF�IM A�FOR 6UIDANGE ON..Y;THE PGTUAL ELEVATIqlS OF FOOTIN65 hU57 BE 257ABLI511�81'THE
<br /> GONTRAGTOR IN T}�FIELD YVORKIN6 WITH 1}�TESTIN6 LAB AND 6EOTEGFWIGAL EN61�UNLE55 NO BARS PARTIALLY Eh�EDDED IN HARDENED GONGRETE SHALL BE FISD BENT�SPEC.IFIGALLY 50 ��
<br /> 4. STRllGTURAL DRAYVIN65 SHALL BE USED IN GOtd.IRIGTION WITH ARC.HITEGTURAL DRAWIN65 FOR �TNE'RN�I`.�E NOT�,FOOTIN65`.�HALL BE�BJTERED U�GOIJ�OR WALLS ABOJE. DETAILED OR APPROVm BY TF�STRUGTURAL B�biF�R.NO REINFORGINb BARS 5F4ALL 8E'NE'f�5ET'INTO
<br /> BIDDIN6 AND GON5IRLGTI�1.GONTRAGTOR 5MALL V621FY DIMEN510N5 AND GONDITIONS FOR THE GONGRETE.PRO�/IDE A 20'LON6 R�AR 6RDUND NFfR 6RAlND)PER FJ�GTRIGIAN.
<br /> GOM�AT181LITY AND SHALL NOTIFY ARLHITEGT OF AN'f DISGREPANGIES PRIOR TO GON5TRUGTION. BAGKFILL 86�IND W.RETAININ6 NIALLS WITH FR�DRAININ6 6RAWLAR FILL AND PROVIDE FOR
<br /> 51�5URPAGE DRAINAEiE AS NOTF�IN THE 6EOTEGFRIIGAL REPORT. 21. SYNT}ETIG FIBBi REINFORGEM�NT 5HALL BE FIBBZMESFI 300 POLYPROPYl.E1�E FIBRILLATED FIB6L5
<br /> 5. GdJTRAGTOR SHALL VtRiFY ALL EXI5TIN6 DIMBJSIOrS,MEh�ER 51ZES,AND GONDITIONS PRIOR TO A5 MAMJFAGTURF�BY PROPEX GONGRETE SY5TfM5 GORP.M AGGORDANGE WITH ASTM GIIIb.FIEFR LBJ6TH
<br /> GOh�IGIN6 AMf WORK ALL DIhIEN51�15 OF EXISTIN6 GONSTRUGTION 5f10i"N ON THE DRAYVIN65 ARE 7}�STRUGTURAI_DE516N 15 BA�SF�ON iFE FOLLOWIN6 VAWES FROM THE R�ER9IGED 6fi0TEGHNIGAL ��gE bRp,pED(yARIABLE LEN6h5).ADD SYNTHETIG FI882 REIrFORGB�lT IN STRIGT AGGORDANGE
<br /> INTENDED A5 6UID�IrES ONLY AND MJST BE VERIFIED. '�S° WITN h�MANIFAG'NRERS INSTRUGTION�AT A MINIMIM APPI.IGATION RATE OF 15 PqA�IDS P�GUBIG YARD
<br /> ALLOMlABLE 501L BEARIN6 PRE55URE. . . . . . . . . . . . . . . . . . . . . . . . . . . .2`.�00 P5F OF CANGREIE.5UB6TINf1015 PROP05ED BY GONTRAGTOR SFIALL BE 5UBMITTED POR REVIBN.
<br /> 6. GONTRAGTOR SHALL PROVIDE TEMPORARY 9RAGIN6 FOR THE STRllGTURE AND STRllGTURAI_ LATERAL EARTH PRE55URE(RESTRAINEDM�+TRAINED). . . . . . . . . . . . . . . .35 PGF+100 P5Fl�5 PGF
<br /> GOMIPONENTS tR7TIL ALL FINAL GONI�GTIONS HAVE B�N GOMIPLETED IN AGGORDANGE WITH T}�PLAN5. SEISMIG SURGHAR6E PRE55URE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8H P5F 22. GONGRETE PROTEGTION(GOV�FOR REINFORGIN6 5T�SHALL HE A5 FOLLONS:
<br /> PA551VE 501L PRES5URE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .300 PGF
<br /> '1. GONTRAGTOR 5HALL BE RE5PON51BLE FOR ALL SAFETY PREGAIJTI�'i AND T}E METFIOD�', 501L GOEFfIGIB�fT OF FR1GT10N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .035 FOOTIN65 AND Oh�R UNFORMED SURFAGES GAST AbAINST A�ID PBiMAN@ITLY EJ�06ED TO EARTH. . .. .3'
<br /> TEGHNIQUES,5K�IIENGES OR PRAGEnURES REQUIRED TO PERFORM hEIR WORK THE STRUGIURAL @k51tJ�R SDIL DEK5ITY. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .120 PGF FORMED SURFACfiS EXPOSF�TO EARTH(I.e.WALLS 85AYV 6ROUNDI OR NIEATH�. . . . . . . . . . . . . . . . .2'
<br /> HAS NO OV�tAI.L SUPERI/I� Y AtJI}IORITY OR AGTUAL AND/OR DIREGT RC�PON5IHILITY FOR T't�SPEGIFIG 5LAB5 AND YVAL.LS ONTERIOR FAGF� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I'
<br /> NIORKIN6 GONDITIOrS AT THE 51TE AND/OR FOR ANY HAZARD5 RESULTIN6 FROM THE AGTION5 OF ANY 6EDTEGHNIGAL R�ORT REFB2BJf,E��I'f-5q22-6 B'('f�RA A5�',�OGIATES,ING.DATED NOVEF�ER 29,2016.
<br /> TRADE G�ITRAGTOR.THE 5TRUGIURAL @i61NffR HAS NO DIJTY TO INSPEGT,SUPERVISE,NOTE,CARREGT,OR Z,9. -PROVIDE THE FOLLONIIN6 UNLE{�5 DETAILED OT}�ERY115E: �
<br /> RC-PORT AN'f F�ALTH OR SAFETY DC-FIGI9JGIE5 OF hE OYBJHt,GONIRK.TORS,OR OTH�t 6tfITIES OR
<br /> PERSONS AT THE PRO.EGT 51TE. �R WALL 7HIGKNE55 VERTIGAL BARS HORIZONTAL BARS
<br /> 8. GONTRAGTOR-INITIATF�GHAN6E5 SHALL BE SUBMITTED IN NRlTIN6 TO T}�ARLHITEGT AND 18. �SHALL BE MIXED,PROPORTIO�D,GONVEYED AWD PLAGEO IN AGGORDANGE WITH AGI 301. 8'WALLS �5 0 14' I GUR7AIN �5 0 14` I GURTAIN
<br /> STRUGTURAL ENbIN�R FOR APPROVAL PRIOR TO PA�IGA71�!OR GONSTRUGTION.GHAN6E5 SHOWJ ON GON5TRUGTI�I TOLFRANGES SHALL NOT EXG�T1i05E LISTED IN AGI 117.51RE?16TF5 AT 28 DAYS AND MIX �0'MlALLS *4.14' 2 GIRTAINS �4.14' 2 GIRTAINS Q U A N T U M
<br /> SHOP DRAWIN65 ONLY WILL NOT 5ATI5FY TFNS REdJIRB+BIT. GRITERIA SHALL BE A5 FOLLONS:
<br /> �Z��'9 �}O�Z� Z�i�T1���7 �o��' 2GURTAINS COMSULTIN6 EM6IMEER3
<br /> 9. ��INDIGATE 6B�RAL AND TYPIGAL DETAILS OF GON�i'11�1GTION.NWERE GONDI110N5 ARE TYPE OF 28 DAY MAXIMAA MINIhUM GB�IENT h1AX• 24. GA5T-IN-PIJ�GE GONGRETE:5�ARGHITEGTURAL DRAWIN6.5 FOR EXAGT LOGATIOh5 AND DIMEN51015
<br /> NOT SPEGIFIGALLY INDIGATED BUT ARE OF 51MILAR GHARAGT82 TO DETAILS SHOY�Od,51MILAR DETAILS OF GON�7RUGT10N STREN67N(P'c) SI.LNIP GONTII�1'P6t GUBIG YARD A66REbATE Slg pp pppR qNp WINDOW OPENIN65 IN ALL GONGRETE MlALLS.5EE h�GHANIGAL DRAWIN65 FOR 51ZE AND 1511 THIRD AVENUE
<br /> GON�IRUGTION SHALL BE USEfl,5UB.�GT TO REVIEW AND APPROVAL B1'THE ARLHITEGT AND hE IAGATION OF MISGQLAI�EOUS MEGHANIGAL OPENIN65 T}IROU6H C.�IGRETE WALLS.5�ARGHITEGTIIRAL sui�323
<br /> ST�IGTUI2AL ENbIN�Y�ERE INFORh4ATI0N ON T}�DRAWIN65 15 IN GONFLIGT YVITH 71�E SPEGIFIGAi10N5, A. FOOTIN65, 3,000 P51 5' 5-Il2 5AGK5 I-I/4' s�rne,wn ee1o1
<br /> TI�MORE STRIN6E�tT SHALL APPLY,S�E�T TO REVIBN AND APPRD�AL BY T}�ARGHITEGT AND THE SLA85-ON-6RADE, DRANUN55 FOR ALL 6ROON�'��NOTGHES,GHAMF825,FEATUFiE STRIPS,GOLaR TEXTIIRE,AND OTIiER FINISM Fnx zae.e5�.�oi
<br /> STRllGTURAL EN6111�t DO NOT SGALE THE DRAWIN65. TOPPIN6 5LAB5 DETAILS AT ALL EXPO�'.�ED GONGRETE SURFAGES,BOTH GAST IN PLAGE AND PREGAST. www.quernumce.com
<br /> 10. ALI.STRLGTUtAL 5Y5TH+1�'NWIGH ARE GOMP05L�OF FIEI�EREGTED GOMPONENf5 SFfALL 8E B. 5LAB5 ON MfTAL 3,500 P51 5' 6 SAiGKS 3/4' �. �����r 5HaJ'BE NON-F�Ta'�'IG GONFORh11N6 TO ASTM GI107 AND HE RIRNISHED BY AN
<br /> APPROVED MAMIFAGT11FttR AND 5FL4LL BE MIXED AND Pl.AGF�IN SIRIGT AGGORDANGE WITH Tt�
<br /> 5U'92VISED BY THE�1Rl.lER DUFtIN6 MANJFAGTU21N6,DEL.IVERY,HANDLIN6,STORA�E AND ERfiGT10N IN DEGK,STAIR MpWSqC,TLRERS R18t.15HED REGOMN@lDATIOPS.6ROUT STREN6TH SHALL BE AT LEA5T El,�1AL TO Tt� � Z
<br /> PLGORDANGE WITH IN5TR1JGTi�l5 PREPARF]�BY THE SUPPLIER. LANDINSS MqTH2IAL ON Y�NGH IT IS PLAGED(5000 P51 MINIMR�V. �`-� Q
<br /> AND TREADS
<br /> II. SFIOP DRAWIN�55�OR REINFORGIN6 5T�(FOR BOTH C.ONGRETE AND MA50NRY GON5TRUGTION), m !/� w
<br /> STRllGTU2AL ST�,M�TAL DEGKIN6,61J1EV LAMINATED M�S,GONNEGTOR PLATE WOOD ROiOF TR1J56E5, G. ALL STRUG'MiAL 4,000 P51 4' 6-I/2 5AGK5 3/4' o � O � �
<br /> � O
<br /> AND PLYWOOD N�J015T5,SMALL BE SUBMIT'IED TO THE ARGHITEGT AND STRUGTURAL BrbIN�FOR GONGRETE EXG@fi ° = rn z
<br /> REVIBN PRIOR TO FABRIGATION OF 1HE5E ITEMS. WALLS � U J z �
<br /> c.� W �/ w� �
<br /> 12. SFIOP DRAWIN6 REVIEIN:DIh�i1�15 AND QUANTITIES ARE NOT REVIEY�BY hE EN61N�OF D. GONGRETE WALLS 4,000 P51 5' b-I/2 5AGK5 3/4' o � Q �
<br /> � R C-f.O R D�A N D h�O R E M J ST B E V E R I F I E D B Y T 1�G O N f R A GT O R.G O NTRAGTOR 5HALL R�/I B N A N D L Q �- W= U
<br /> e STAMP DRAWIN65 PRIOR TO RF/IF}N B1'9r61N�R OF REGORD.GONTRAC.TOR 51iALL REVIBN DRAWIN�55 MIXE5 SHAI.L BE PRDPORTIONED 50 A5 NOT TO EXGEED hE MAXIMIM SI.11P1P5 INDIGATID(B�ORE TI� in = 1" �Q �
<br /> FOR GO�ORMANGE NUTH h�h�ANS,METHODS,TEGHNIGUlES,SEC�JGES AND OPERATIONS OF ADDITION OF ADMIXTURE5).T}�WATfft/GEM�NT RATIO 5HALL NOT EXG�055 FOR FOOTIN65 AND 0.45 °' C� � �� c~n
<br /> �, GOPUi1�1GT10N,AND ALL SAFfTY PR6GAUTION5 AND PR06RAM5 INGIDENTAL hI�tETO.SUBMIITALS 5HALL FOR ALL SLABS AND EXPO�'.rED GONGRETE UNLE�iS OTHERWISE NOTE�. � = W °� �
<br /> INGLUDE A R[fRODUGI9LE AND ONE GOPY;W�RODUGIBLE WILL BE MARKl�AND RE'NRNED.A MINIhUM OF � � � M� �
<br /> "��. TWO Y'EEKS$HALL BE ALLOMFJ7 FOR REVIFJ"1. Z O U o w z
<br /> �
<br /> aZQ �w ac�
<br /> �
<br /> � Drawing:
<br /> 8
<br /> � e H�mea�
<br /> 16411.01
<br />
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