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. ��N�i��i� STRU�fiUR�� N�T�S
<br /> � (T4'.E FO'LOYtlNb APPLY ULE55 NOTE7 OThEQIt15E GN TFE DRAWIYSJ
<br /> SGHAPER EN6iNEERING,LLG
<br /> ' GRITERIA REQUIRED SUBMITTALS Post OF�ice Box 26
<br /> Mound,Mimesota 55364
<br /> ALL MATERIALS WORKMANyNP DE516H A�C 157Fd1L*ION SFIALL SHpP pRq1WN55 Fqi Th1E FOLLOHIN6 ITEMS SHALL�51BMITTED GONGRETE PROIELTIpN(GpyEf�FOR REIIF7RGIN6 SiEL SHPL BE A5=pLL,pyb; qNGrypFi gp�T TYPES MqY 8E SELELiED BY iTE CONfRALTGR P�iiff ALL 6iJ,�p LpJ�ry,NqTEp GpL1.1Rl5�FWy p�ppUS�e,y FIR COMBINA'10N 5. NAILIN6 SHALL CONFORM TO IBG TABLE 1344.9.I: VOIGE: (lb3)5673035
<br /> , GONFORM TO TNE DRAYIIN65,SPEGFIGATONS,AND Tiff INTE¢NATIONAL TO hE ARLMITEGT Alm STRILTUFW.EJ61tS�FOR REVIEW TYq YffKS FOLLpy11NC,GRIiERIA At�T1E REpUIRETgNTS OF DIVI510N 6.1: LHEMIGALLY Fc=2,400 P51,R=I,600 P51.E=1Gb0 K51.61J,Ep LMIINATFD
<br /> �i�vir�covE Oeci.soon mma+. ffciorc ro Fn�wcnnor+: cormina+ BAR SIZES GLEAR LOVH� iRE4TIDYbOD 1 GORRO��ION OF COti�LTORS!FASTE18t5. GOUF4v EJ�OSED TO YEAThER OR MOISTIRE SMALL BE iREATE7 WITH COtf�GT10N NAILIN6
<br /> ' DE516N STAMPED BY ��'�°�k�`��� AN APPROVED PRESERVATIVE, -
<br /> � LIVE EV61tgERIN6 R.`615TERE) PbAIN57 EARTX PLL 3 INGFCS TYPE OF ANGHORF6E TYPE�ANGiiGR (3)8el COM�ON I hereby certify tha!tllis Plan,
<br /> S.BMIT7AL Q1GIt�tMS Mau�p,Ln;c�r L,w�p�spq�Tc,SPCt�FIm IN i1f5E DRAYtlN65 IS JOIST TO SILL OR 61R�ER,TOENAIL
<br /> EN611�t FOfAED ANp pINISMED�ifPGES g p2 5p1qLLER Dy INGhfS �`'T'4��aLM`8A�5 GIP.E7�P1151CN'OR @+OXY (3i 3'.0.131'NAILS ��iFicaLiOr:,or rCPprt wa9
<br /> i _ �on� ;w�n �sr+ir.u aera,iaEv cucu ana+s easm a+urt�R ruw�AcnRm er n��s-.nisr cor�oRnna+. (y ed coraaon PfePo-ad ty ma or under ny
<br /> E1�O�,lED TO EARTH OR YEqTHER pb OR�qRfigt 2 INGF�S LED66i5 TO GONCREiE OR LrU � GIP,EXPAN51p1'OR�p)cY ALTERNpTE MANffPGNRERS MqY BE iJSEp SUg,gGT TO i�V16V AND aRID61N6 TO J015i,TOENAIL EPLN EtO dl�eGt 5 rvislon p?d fhp�I CNn
<br /> FLCOR LIVE LOAD CONLREiE A1m Hh50NQY APPROJTL BY 1iE ARLNITEGT A;m STRUL7URAI.EN611EER ALL Jp15T �
<br /> RESID@li1PL 40 P:F REItFORLIN6 YE5 NO?REWIF�D NOi REGUIRED LOLLMN Pl�BEAM REItFOF+LET�EM ALL ISy INLifS WALL TIES 70 GONLREiE OR GtN GP OR EPDXY (D 3'x0.i31'NFJLS
<br /> A771G SPACE - INGLUDINb TIES P1ID STIRFlPS YIDSILL 70 Fq11OAnON GIP,E7�MlSION'OR�OxY w1N6E,E5 MD OiFBt w1RDv1ARE N07 SNpw S++P1L 8E DE516NED P10 0 duly Llcensed Prafe55iorol
<br /> SiRllGTURPI STTFFLL YES NO'f REWIREO Nof RF3IAAED - 11ff8tI0R�.RFPLES Gf w+LLS hl OR SMPd1ER ��INGFfF_5 S�PPLIm BY THE MAIWfALTLRER. SOLE PL4TE i0 JOiSi GR PIOGKIN6, 16d e Ib"a F�irieer i.nder the laws of the
<br /> ROOF SNOW LOAD 35 PSF Py-50 PSF EN611�¢FD J015T5 YES YES YES MOLDOY81 TO FOUNDATION GIP OR�OXY hE FOL'OWN6 LU�6E2 PRODLGTS 5FII�LL BE MMIBALTI,RED UNDER A FPGE NAIL IYP.
<br /> �X� 3'z013i'NAILS a 8'x State oF Minnesota
<br /> Ge=IA(PAR71ALLr E7cP05ED) MMLFALiI.RED LLPEER 1'6 YES N0T REpMRED �N6H-SiRBKTX ANGHORP6E LIP
<br /> PROGE55 APPROVED Br nf NAflp�A1 RESEAFCM 60atD.EPGN FlEGE -0F P.ATE t0 SND.END W+JL (71�6d C.OMM01+ Prht None: Gaia
<br /> e=IA AODIilOW�1 CANLREIE COVER MAY BE REGJIRED FOR FIRE PROTELTION' :l,1�PrFNT MlLMORPbE GIP OR EPO%Y 51iALL BEAR A STAMP OR STMfi5 NOTIN6 THE NM�AND R_AhT NA�,¢ (9)3k0.131'NAILS
<br /> Gt•1.1 5ff RAN NOTES Yf$GE PPFROPRIA7E. �
<br /> M=35 PSF 51.8MIT'AL RE�/IEW OF BIDDER-DE516NED PND PREiN61NEERED STW.rMtAL 'E'�ANSION ANLIi�RS MAY NOf�USED W�ERE TNE ANGHOR 5 EXP05ED OF TIE MAN.�PGiLRER TNE 6RADE.TNE ESR REPOR7 NR�BER,.41m TVE Si[jriqGKe:
<br /> AND NON�STfd1LiLRAL GOMPOr87i"A1D EGtl1IPHENT AND�FPORTS SHPL' NON-SHRIttlC 6RWT SHALL�R1RNI51!BY AN AFPROvEO WVLFAL�E4 '�1UALIN COMROL A6E4GT.Ni rII�RS�IULL 8E MPN.FPGNRED YYTH TOENAIL (4J 8d COMIGN
<br /> YUND DE516N DA'A DOES NOT APP.Y- TO EPRTM OR MFA'F�. A WATERPROOF AD�ESNE I�71N6 ThE I�d11RPQR5 OF ASTM D2559 (413"�c0.131'NPJLS Date:2/13/Ib LiGer.e�50620
<br /> NOT IN @16���SLOPE OF WORK INLWDE iFf STAMP OF ilf PROF��IOW�L EN61t�YHO PHtFOR1ED hE Pl�SWLL BE MI.�' AND PLALED IN STRILT PLCOADANLE WITH?ME
<br /> DE516N AS INDIGATED PPOVE.THE EN611�R SHALL Ef RE615TERm IN h!E MPN,fPL7L�35 INSiFLILTIOl5.6R.Pli STFENGTH SNALL BE AT LEAST ANLHOR BOL?5 5F!PLL F�T ThE FOL:dtlNb MINIhLPA REC711RQ^ENTS: YIITN ALL STRA1�5 ORIENTED PPRP�LLEL 14TH ThE LEN6TH OF THE r£*RER. (2)16d GOMMON
<br /> STA7E OF 11ASXINSTOtI TFff SUBMIiTAL WLL BE'J.9.EGT TO A CU2a0RY E41A1 70 TXE MATHtIAL ON YHIGN IT 5 PLPGE7(4Q00 P51 MIWM,M). �� ST������� STANDARD MASOIMY ANGNpR LLP�Ht 51W TO SOLE PLP,TE f3)3'x0.131'NP,ILS
<br /> RE`/IEY18Y Tlff EN611�OF(�GORD FOR lAA�S IMPJSED ON'If BASIG LAMINAtED LAMNP,Tb PMALLEL
<br /> 57�.G7URE.TFE GOPPOIEM pE51616F IS rd5POt15�8LE FOR GODE DIVISION 4: MASONRY '�g e'�°. � �+ �. � T�s� °�'GT veu�,e u,rre�a srnnrm ux�e s,Ra�� �'°"^'� oR f�l�oe eox rw� i
<br /> COIFORMANGE AND Pi;.rFLE55ARY GOWEGTI0N5 NOT SPEGIfILPLLY �'9 4' 1650M 3000� 4' 85fN 970+ fLVU L9E (�r�-U ISE (PSU 7,OE AT 3x PLAiES 1N
<br /> GALLED OUf ON TXE PRLNITEG1lW1 OR 5TPoIGNRAI DRAYNN65. LCNGRE7E MASCtR1'A55EFBI.A6E5 SiW.L NAVE A MIWMRI a6'm 5' 3000+ 4400� 5' 1330� 1570» STRE�iS (12�ORi ESK-13811 f1�80RT ESR-138V Oi�OR7 ESR-138�) LIB10F 16C
<br /> TNE FOLLOYUN6 C,ERTiFIGATION SNALL BE INGLI.DED AD.lALENT TO'If GOI�PRESSIVE STREN6TH OF fM.1500 P51.CGNLRE7E MA`�OIRY P 2Fi00 P51 2F�0 P51 290C P51 9LOLKiN6 BE7YE'cN J01515 OR QPFT�S (3)8d COMMON
<br /> EN61NffR5 STAMP ON ALL�18MITfAL4 KW.$SNPLL BE REi�fORGED A5 SHOYN ON TNE R.AN5 AND DETAILS. �'��' T 3COd' 4400� T 133d 1520� b
<br /> PLL GELLS CONiAININb REi1F0ALE�ENf SNALL 9E 6RLUiED. '��R' F� 785 P51 505 P51 290 PSI TO TGP PLA1E,TOE4AIL (91 3'x0.131'NAILS �
<br /> l A LILEN5ED ENbI�IN 9y'9 7' 43CW 5q0p+ 7' I�BW 3p4pM
<br /> i 6ENERAL GOND I?IONS n�srnre oF nirxsarn,vo i�r cazriFr nur i s�+crs�re r+asorazr uu1,srwu car�oRn ro asTn cao tt�i.uar ea coMron•t•« i � �o
<br /> NAVE REVIEVED ThE GONTRPLT D�£T175 A1m H4VE DEN51tt SHPL EYGff7 IIO PGF. THE UIIi SiR0J6TN SHALL EfiUP1 OR '6'm B' 43Q0' S9C0� 8' 192d 3090+ Fcll 1510 P51 1105 P51 2900 P51 WM J05T TO TOP PLAiE.70EHNL 3'z0J31'NFJLS e b'a � �
<br /> $TRUG1L4tAL ORAriIN65`alALL BE iYED IN CON.Lf+LTION YU?N TO hE BEST OF MY KNOviLEDbE INCORPORATED ALL OF EXLffD 1900 P51.U11T5 9W.L BE PR�TEGTED FRpM INCLB�ffi1T YE.4i}ER. I'9 9' 4500x 650W 9' 1050+ 49BSe FGl 750 P51 860 P51 '150 P51 �
<br /> PFLHI7EG7LRAL ORAYUNGS FOR BIDDIN6 MID LON51R11L710N.GONiRPLTOR TFE DE516N C.W?H21A GONTAItED TFBiEiH PL'MASONRY MORTAR SHALL COtFORM TO IEG TABLE 2103.i(U FOR I�Ltl* {W PER PER e TOP PL.4TE5.LAPS P1�IMEf�fL7;pb, (2)Ibd LOhR10N
<br /> SHPLL`/�IF1'ALL DIM@51R5 AND Gp1plTidb VUTN ARLHITEGTS � - _ . _ E 1.9z10 P51 15z10�P51 7.pKlpb p5i FA;E NqIL (3)35W.131'NAILS �
<br /> DRPriINY FOR fqMPATiBIUtt At�SNALL NOTIFY ARf.HITEtT OF ALL �����I�` DIMEN5i0N5 PND GUAMITIES qRE!IpT l�yIEYE� 1YPE 5 MORTAR YIATER U�IN MIORT 6RGUT SHpLL gE GLEAN ANGHOFCi LETAiL DE7AIL
<br /> BY TXE ENbI�$Qt OF RECORD AND TNEREORE M15T BE VE¢IFIED B�' Plm FREE OF D9.E7821P15 M�0.Nf5 OF P41D,PLKALIES,ORbANIL PRff�J A YYIOOD Yff6 1515 SHALL BE DE516NE0 BY TFff RAFTEQ TO PLATE,TOENML (3)Hd CAMMON �
<br /> DISGR�ANGIES PRIOR TO GONSTRUGTI011 Ti�CGNiRPLTOR itf CONTR?LTGR SHALL REVIEiY PJO STM1P MAT i�OR OTI�i NARMPA 5.95TANGES. N.LOYWBLE VP-L,ES ARE BASED ON.',00�P51 GONGREiE Oft 1500 P5i MAtLFPG7U282 FOR TVE'�MK Al&J fAlmlilONS SF10YY10N TrIE f3i 3k0.191'HAILS p
<br /> �RAriIN65 PRIOR TO F�VIEW BY BKIIfHt OF RKORD. Y9MIiTALS MASONRY.Ytlli NYAK)R BOLiS PI PLED Y9TH PN EC6E DISTANLE OF NOT ORPriIN65 AND SIiALL BE R1RY5iED PND INST�IN CONFOlA/NIGE �
<br /> IN iNE EVElf OF C�IG7s�TV�!TNE STPolG7URAL DRAVNN65 A1� Ht qLL MA'' Y 6RplT SiiALL CpffpRM 10 10G TABLE 216�.10. 6RpJT 1E55 THAN�0 DIPhgTERS. VNl�S RffLEGT SPELIAL IKPEGTIGN, W1TH THE MpH�FpLTiAtERS 1115iRULTldS. TFff:E R+p0.�Gi5 yl,vi,�� FOR SAWI L�C RLbF AND FLOOR FlLqMINb PRpVIDE DLUBLE J01575
<br /> TFf PRO,EGi SPEGIFIGATIlXG,TFE STRI,GILRP�1 DRAYYN65 SMAL!COHtROL. SHALL ING.LDE A R�ROLULIBLE AND OIE GOPY. TNE R�¢OP.�IBLE 5lIALL HAVE A COMPRE�NE STR�IG7}I OF 2000 P51 OR 6REATER HAN.FAGIURED TO hE STPNDARDS 5ET FORTH iN T}�ICL REPORT N0.ESR-1153. UGHt�YL PPRALL9.PARTITIONS TeW�E%TEID OV92 M;/RE MAN HALF �
<br /> wLLe�Mnxxm.a�rs�n�o, DIVISION 5: S�EL
<br /> Sff AFLHITELII.RPL DRFWUN65 FOR EXAG7 LOGATIONS AND DIt�Y510N5 OF 6ROUT SLLMP AT THE TIFE OF 6RGVfINS SifALL BE A MINM.M OF 8 INLHES. ThE J015T SPAN AND AROUND PLL OF9VIN65. PRDVIDE BRIObINb s B'-0'a
<br /> DQ7R Alm WILGYI pPB/1N65 IN ALL 7VAI.LS.SEE t�GHANIGAL�RPriINb5 F;JR IN TiE EVHtT OF DEYIA710N5,D15LRL-'ANGIES,OR CO�FL:L15 9ER'�7 PREFA�IGATcZ7 OPBI I'�W�OD J051s SNALL�OE51f#D BY iiE
<br /> `„A66REGAiE SFW.L GONFORM TO 0.5TM G44.E%LE?T THA i N07 LE55 iHAN MMl1FAL7URER fOR TMff SPAN5 AND CAIm1T1015 SNGIW ON TNE DRAYtlN65 P7�FUl O�iN SOLID BLOGKINb AT ALL BEARIN6 POIMS.NAIL!W.
<br /> SILF AND LGGATIGN OF MISLBJ.AtEW5�:W71LA1 OPBllN65 7F7Rd15H W�LS APPROVID SMOP DW�YiIN6�11TTAL5,4�Trff CONiR^GT�475, 3%Gf 7FE r.�4ND� L P0.5 hE N+f28t 100 SIEVE.SAI�PND PE4 6RAVE! `�TPo!GiLRAL STEEEL FABRIGATICN AND 9iELTid�SHPLL BE IN AU,ORDPHG"c AND SFfALL BE P�d7NI51ffD AND 115TN1ED IN C0IFORMMIGE WITH iFf run-.aisr aEnr�s rce�n�¢runi(�1 iea A i��x. m .
<br /> AND FLOORS.Sff ARLHITEGNRAL ORAWI1155 FOR ALL 6ROOVES.NOTGFES TF�DESI6N DRANtlNGS AND SPEGIFIGATI015 SHALL LONiR[7L FOFt GRpli�IALL CONFOfA1 TO PSM U04,TPHLE I,COARriE P66REEATE. YUTH THE PROVI5101�5 OF TIiE LATE57 bIT1015 Gf Tf+E AISG GODE OF MAN.FAGII,RER5 IN57fdlG71U6. TffSE PRODiKT5 SNPLL 8E MPILFAGTURp FGR MaN�q� RFD I wuuR RaOF Alm ROOR FRPMN6 PLL NEC.ESSPRY o �o
<br /> LWL`FERS,FEATI.f�57RIP5.COLOR,TE%iU2E,A1dJ OTHER FIIUSH DETAILS. PLL STRllGTURAL SYST@5 COrPO�,.fD OF GOPPOIfN15 TO 9E FlaD ST.4aARD PRALTiGE FOR STEEL&ALDIN65 AND BRID6E5,AND THE
<br /> GGN7RAGTOR SMALL PROVIDE 7H�POFARY BRPGIN6 FOR hE 5?R�LTI.RE EREGTECJ`.MPLL BE SUPEFVISED BY THE SI.APLIER OlWN6 PLKE SAND LB�ENi Pl�YUBt IN Tiff MU�F.IN?HAT OF�ER,FOR EALH SPEGiFILATION FOR STRJG7UiA1 JOINiS USIN6 PSTM/375 OR A490 BOI.TS. TO T!ff STAI�ARDS 5ET FORTH M TfE IGG R�ORT N0.ESR-'T4. BRILKIN6,BLOLICIN6,BLOLKIN6 PA1�L5,ST1FfENHtS�ETG,SHALL�
<br /> BATGN OF`�ITE-MJ�D N�RTP�R OR 6RGU7 AND MIX FOR AT LEA57 2 MINREri. i �N YY Nql I'F 2pX NAILS AND TMt:App7, �TAiLED AIO P WLSiED 8Y T}E MAN8AL71.R62, INSTALL4TION OF THE � I
<br /> PJID STRUGTURAL C.OrP01FNT5 UN11L PL!FINAL f.OMffG'i0N5 4AVE BEB7 MAN.fPL1LRINb,DELIVERY,NANDLIN6,STORAfiE A18J EREG710N IN ADD LIME Pla GOHfIN,f MI%IN6 PS LONb AS IE:`E£JRY TO SEGLRE A LIUFORM 57RULiLRA15TffL SiiALL GOIFORM TO THE FOLLOYtlNb RE'�,IXRE`8li5: PBOvE�TEMS SNALL BE IN STRILT hGGORDANLE WT}i 1YE MANIFPGT�
<br /> CQRE7ED IN K.LOR�PNGE WTH iVL�f DRAYIIN65.TIE CANiRi1LTOR IS PLLORDP�NGE YUTH iNSiRIKTiq15 PR�PRED BY THE 5.1PPLIEE MAY,BUT NOT LE�'i THAN IO MINITES.RETETR9tIN6 OF MORTPR i5 P6iFOT1E7 W1R�BfD-ST�.NAILS M!D SPIKE�i SHPLL CONfORM TO hE NOMINAI.SISS RECOMIENDATIOr15. � -
<br /> ����`����'����', 6Y AOD�'Nb YNTiER AIm GARffi,LLY YIORICIN6 IT INi01HE MORTPR MORTAR A5T1'1 `�PEG�FIm IN ASiM F166i.PLL NNLS SPELIFIED ON TIESE DRµyN65.Eil}�
<br /> 7EGIdUd,ES,SEli�ENG'c5 GR PRC�RE�IIRED TO PEf�URM TFE YI�K GEOTEGHNIGAL 1NAT 15 U�JSED YUTNIN 2Vi MpRS AIO 6RNf LNFEO Y9THIN Ily Hp1R5 AF7ER TYPE OF rffF18ER SPEGIFIGATIaI Fy DRIV@!WITH A HAMMER OR PNBMATIG DEVIGE,SIIALL�COMMON YtlRE W11L5 RLY)F FL(�R 1 YIPLL 51ff.ATHIN6 5F!PL BE APA RAiID,E%76210R OR
<br /> YYiM hE PF+aPBtTIES SHOYN IN i}¢FOLI�YUNb TA2LE: EWOSLRE I,IN taff�P�E YgTH IBL 5"cGTON X�j.l.4.;ff PLAN NpTES
<br /> WI INDIGATE 6ENERAL AND TYPIGAL DETAILS OF COILTRLGTION. ALLOWA&.E SOIL PRE55l2E5 AIID LATERAL E4RTH PQE55.RE5 HAVE INITIAL MIXIN6 511ALL BE�/ID FROM TIE Y102r. PLAlES�PN6LE5,GNM8ffl5 P36 36 K51 Pf0 SGNEDU.ES FOR THILICIg55,SPAN R4TIN6.BLGGCIN6 P1O NAILIN6
<br /> /W6tE CAl�ITONS PRE NOT SPEUFIGALLY IIID�'LATED 81f PRE pF ���� RF_]11REFffNfS. 5LUE Fippt 5{gqiHIN6 TO ALL S,PPORTINS MEMBHtS
<br /> SiMILAR LHPR�ILTER TO DETAIL4 ybW�,�IMILPR pETAILS OF ��������IFIm BY A Cd'IALfPIED 6EOiECENIGA1 MP50tK"GONSTRULTION:VNITS SHALL BE MORTAR BEDDEp Ti�FLLL PEMIY-YEIGHT Bd I�d I2d 16d 2Qi �y.M������i0 APA SPELIFIGATIpI AF6-01.
<br /> EN61NSt OR APPROVED BY Tlff B111DIN6 OFFIGAL. T1NLKIF}OF'1E FAGE SIELL.LROS`i P��I�D NOT BE BEDDED. MIDE FLANSE 5t1A% A992 50 KSI
<br /> G0�5TRLLTION 5FWLL 8E U�ED,51.9.EGT TO REVIEW AND PPPROVAL gY TFf FIRST GPJRS'c OF MASONRY SNALi BE FI,LLY BE70m,INGI,IAiNb A53 DIAMETER(11L'iiES)' 0113 O.i48 0.148 0.163 0.197 R�F AND ROOR SHEATFIIN6 SMALL BE U�iOIP YU1N GftAIN
<br /> iFE PRf.HIiECT Atm THE 57RLGNiAL ETYaINEER. FOOfIN65 51ULL�AR ON I.lIDI511,RB�D WITIVE 501L5 AT LEPST 4B"Bd.OW GR055 YEBS.OR SHALL BE GONS'Rd.riED Y4TFi INVEQTED BOND BEAMS S�RULiLRA1 PIPE (TYPE E OR 5, 35 K51
<br /> ADJPGENT FINISVI6RAOE.FOOTIN65 SHAL_8E L2NT6tm BflOW GOLJMIS LEN6TH(INClES) 7'h I 3 3k 9Sy q P`-�E.'mICLLPR TO SFPCRT5.PPOVIDE APPROVED PAIffL ED6E LLIPS
<br /> MATHiIAL SlBSTIMIUS FOR°RJGl�G75 3FLIflED IN TIE RAfb Idm OR VUJ.LS. Alm SOL�.D 6RdlfEfJ.TV�TFNGKIE55 OF THE FIR:T BED SHPLL NOT 6RADE B) GBAEREL 9E7YEQ1 RPF'EYS OR iR55E5 AT UIBLOLKED ROOF SFEATFNN6
<br /> � YE�
<br /> MAY SLEMITTED BY TFf CONfRAGTOR FOR APPROVAL BY E%L�9i INLF#.J011If5 51!PL BE�6 MGFf PW5 OR MIWS�6 INLH. STRUG7URA1 71�E5 A`.CO(6RAOE B) 46 K51 ��5: EC6E5. ALL RCOR SFEATiNN6$HPLL HAVE P�PPROVID 70NGI.E
<br /> 7FE PRLHITFLT P�STRllGT4RAL EN611�. �STIMION 51BMIT i ALS �'�'IL BE�NND d u*FNT PND AININb a WITN PREE DFAININ6, LAY AL.MA501d2Y UIITS YHTH�d/1N6 EOIO. STAWARD PNL7ICR BOLTS !�'6 OR A30'I - I. TAdA.ATED DIME7�5 AP°LY TO NP.ILS PRIOR TO ANY PFGTCTIVE COA!IN6. AND 6ROOVE.mINTS OR SHALL BE S�fPORTED YUTH SOLID BLOGCIN6.
<br /> SHALL IDFNTiFY EXPGTLY Yf+AT PRO�,JL75 ARE TO 8E SL65TINTED.Alm 6RANILAR FILL Alm PRP/l0E FOR YBYR�ALE DRAIW�GE. MASOtRY REIIFORLIN6 SNPLL GONFOR4 TO ASiM A615(INLLIAIN6 N1AY1'b'SPPGIN6 AT ALL PPH�EWES M!D ENOS OF ROOR AND ROLf
<br /> INLLUDE AN ICL EVPLUAi10N 5ET/IGE R�ORT DBdOHi1RqTINS E3UNPL@IT HI6FF51RENbT1,4JGNpR gq,TS p9g GQ AIA3 Bi - �IGATION PND INS' snnu rr�c uourt F TQgRS yipLL GONFORM
<br /> OR GREATER LOPD LAPPGITIES THAN THE wBSnNTED PR4DlGT. ALL014�BLE SOIL BEARIN6 PRE551RE.............. 7000 PSF SLPPLQIEVT 51).6RPDE 60.ly=60A�P51.REI1FdRLEMENT SHALL SFEATHIHS. v
<br /> . P`�`��TM�....................... �50 PLF BE 5E0.RED AbAl115T DISPLP4EMB7f PRIOR TO 6RLVf1N6 B"WIRE STgL TO SiEEL COMIEGTION BpLTS q9�.1 - TO T}E WITICNAL pE516N SPEGIFIGAiIGN FOR VIOOp CON5TPoIGTION(7012-NDS), 5����IN6 SHALL�2x4 SFF+r1 ST�DS AT 16'a AT INTHiIOR J
<br /> COHfRALT�•MITIATED GiOdlSES SiiALL BE SI.BMITTED IN YRITINb ALTNE EAR7M P�(RES�WJtffD).............50 PGF Po51TI01€R5 OR 011�t 511TABLE DEVILES At INf�VALS NOT EXGffDINb GOWfGT10N 90L15 FCR P�LIS`fD BY TYE A�ILAN FOREST AIO PAPEF AS�:AGIATION. �RILLED
<br /> TO 7HE PRLiNTEGT AlID SiPo1LTNtAL EN51t�FOR APPRO�/AL PFIGR TO ALTIVE EARTH PRES�IRE M�RESTRA11fD)........... %PLF 200 BAR DIM�ETERS.DEV$GPrENT AND LAP SPLIGc LENbTHS SMALL 5�1.SIDE P.AiES dJ v�R7D A36 OR A307 - HOLES IN YCOD F�EME6t5(E%GWDIN6 MFR PLYHCOD YEB JOISTS) WY.LS P1m 2•6 SPFA1 SN�S AT 16'a AT E%TFRIOR WALLS.51UD �
<br /> ME��' SNALL BE AS SHOYN IN?FE FOLLOWN6 iPBLE: NAl.LS SHALL!1AVE DP1BL:D�70P PLATES PND h SOLE OR SILL Z
<br /> FAEWGATION OR GC�STRUGiION.LkAN6E5 SFIOVW ON SHOP DRAYYN65 BE AS FOLLOYG: PLATES MATGHINb STID SIZE,SPELIES Pl�6R4DE.ALl LOYBt NIPOD
<br /> air wu r+or ennsFr nns aEanrs�r. DIVISION 3: GCNGRETE B� ALL MQDIN6 SHALL BE IN GOIFORMNIGE YdiH A.IS.G.A1�AYlS. �yq� y{ply,� 50.E PLAtES y1qLL BE ATTALMEp TO WOOD FRAMIN6 EfLOW Y1TH 16E NqILS Q .D��fl1
<br /> TNE C�NTR✓TOR SHAL Cn.a r VtlTH PLL APPLIGA&.E O�.iIA RE6UL4TI015. �5f1ALL BE MI�D,PROPORTIONED,GOMiEYm P!m PJ�Lm M C.OXDITION '4 �5 r6 U51N6 E�a01cX ELEGTFODES.011�Y�N.IFI�YELDS(AS D�I� FASTfPFQS DIN£i�t� OIAMETBt YtlT4 7y'DIMETER ANGHOR 90LT5�T M�Nl�7 b�'-0'�x YdTli 3��i3� � Q�Il
<br /> _ `Ji0k11K Mm RE5110RIN6 SHALL 2E DE516�ED BY A GIIALIPIED DE516NER P7
<br /> AIID i}E ER�7�SHORIN6'JIALI.BE INSPEGTED BY A RE615TERED AGLORDPHGE YUTN IBL SEGTION 1905 Alm AGI 301.STREN6�F5 AT]8 OAYS �ztl SPLIGE LEN6TH 36' 3�' S3' AYIS)SHPLL BE VSED. �TS�
<br /> - D.I(j2' P.ATE�. THERE SXALL BE A MNIM.M�(31 BOLTS P62 PIELE C� ��
<br /> AND MX GRITH2IA SXALL BE AS FOLLOK>. 1 a.a YY1N(U BOLT LOLAiED NOT MOf�TFIP�N 12'OR LE55 THPN
<br /> STId.GTI.RPl ENGIIEEFt,E1�ERENLED IN Tlff OE�I'6H OF�YR1N6 SYSTEMS, XEe�Y'ELDIN6 5Rx FOR COrPO51TE LOMEGTION OF S�PoILTURAI S1EEl. �`'-'�R�' O.ID D f7)BOLT
<br /> TO GAST-IN-PLPLE LONGRETE/JO TMtEADED SNfY FOR GONEGTIpN pF �p��j aP�l�s�40M EK.N E!O OF EPGH PIELE � � �Q
<br /> '�IIT PN INSPECTION l�ORT TO Tfff ARLHITEL?.FORFW7RK MIN.GO�PRESSIVE MIWMM GEFfl'!f R�I LIFTS SXALL BE Lf55 iFiPN f1'-0'1NL55 APPROVED BY THE O.BBD� OBOD
<br /> SMALL NOT BE REMiOVED�NTIL T!ff CONLRETE NA5 REALHED ITS GE516N 1YPE OF LONGRETE STRBKTH,?'c AT MAX.WG CONiE4T P� 911LDIN6 OFFIGN..6PGVf'�FW.L BE GOK�OLIDAIID BY PEC.HPNILP�1 S1WJL1URP1 STffL 70 OfifR�:I�gMS SHALL BE MANFAG7URED FROM TY�O 57UD5(MINIhUU`�ALL BE PROVIDEO AT i}ff ENDS OF WV15.AT
<br /> S1RE?16TX AS IlP71GATE�IN TFE CANLRETE NOTES. GONSTRWTION 28 DAYS RATIO LL9IL YPRD VIORATION p.WNb PLALING BEFORE L055 OF PV5?ILIT'IN A MAN1St !AA'921PL COIF'JfU!IN6 70 ASTM AIOB PND SViALL BE YfLDFD IN NAILS(�E-DRILLEG INLY) 0.'ISD EACN SIDE OF PLL OPENIN65,AND AT TIiE EI�S OF PLL BEAMS AND Z w ��
<br /> ?0 FILL hE 6ROUi SPPLE C.dSORMANGE WiH AY15.RECiIIRB-8R5 IfFDERS.PO575 OF BUILT�F 2�S7Im5 SfWLL BE NAILED TO EPGN w J 7�(L,
<br /> f00'�N65 3000 P51 ObH `�s 5AGK5 MA5013tY VENffR SHN1 BE A�1tl��DIREL'LY TO STFNGT�RAL 51ffi BAR JOi5T5 GPLLED pJf BY LETfERS Al�NTBER SHALL� � � OTFBt P6t TXE POST SGiEPAE.SG1.iD BLOGKIN6�OR W�OD POSTS J
<br /> 5LAB5 ON 6RADE 3G+00�°51 Ob0 9kt SIGKS MA50NRY,CONGRETE OR SM75 YUiX CORROr�ION RESISTPNT YWll.TIES I. D'ItRJIGATfS Tiff S:�ANC DIAt�1Ht OF Tt�FASTEIE.E. D SHALL SNALL 8E PROVIDED TN7Cr15N ALL FLOORS 70 9.QPORT:N6 PEF9EE5 U � .�9�
<br /> DESIFiIED PJO W1V.FAGT�RF.D IN PLLORDANLE W1TH THE PRO`/ISIONS (FOUIDATI0IU BELOYI(213xB IffPDERS SHPLL BE R+DJIDED OVER
<br /> FOI,PlpATION YWLLS � OF AT LAST 22 6A6E BY Ys",SPALEp EITI�R 12'/74'OR 18'A6" OF T{ff 57AIgJARD SPEGIPIGAT�OII�OF TFE ST�.J015T INSTIME(SJU. ������'������A�'��T DIPF¢TEt
<br /> Pl�GOlJDBG ' �P51 0.45 3l5 SALKS NERTIGPLMOWZONTAL)SPALIN6.YIALL TIES SIiALL NAVE A LIP Tlff JOISTS SHALL BE THE ttPE IlmIGATED ON TfE PLANS,AI�SWLL EE 2.TFE GLFAR4NGE HOLE FOR TIiE SHANK SHALL HAVE TNE SAPE DIAhETff! PLL OPQlIN65.
<br /> EN6A61N6 0.148'9 GONTINKV"XORIZONrPL JOIM REIIFORLE�Nf. DF51filED TO�SIST TFE LOADS INDIGA7ED. AS Tif SIWIK AND TNE Sh`+E OB'iH�PENETTtA710N A5 iHE LH�67H OF
<br /> n�niruruw wa,�+rs oF c�xnnan ruhwni rur ae u+nr�iF n �ZONTAL J01NT���0�"�M�`r s��uTT s�.ic�v e�TM�v nes. ����"E�`'0"�°k��E"���+oT DIVISION 6.1: GHEMIGALLY TREATED WOOD d
<br /> cor+c�nix vEsiba is wern�rTm ro n+e s�nau ewir�uio �r�v�er r�r�,asr�ocs-��r+ro��sr u�i�i��a» rs�e�im�Aos. �k�is�To��si,�i�c�ro�r's�rri i��'�� GORROSION OF GGNNEGTORS 8 FASTENERS �
<br /> n+e eu�oir+b a�iciu Fcrc�wn�rro v�cs Pwoa ro R..tir+s ANGHORAGE TO GONGRETE OR MASONRY 3.ue um r�000 scr+etis�ut.ee irsrn�v er nRwne oF A v�cN o
<br /> c rnn i iuc u c�awo.c ic_ncri creewa OR SGREYI�WVE4 NOT DRIVEN YUTX A W1M�fR. WOOD HAT�IALS REGUIRED TO BE iREATED YUTX A PRESFRVATIVE PEC �
<br /> .iHE MIX DESK�q$NPLL INLLUDE TNE AMq.P/15 OF LEMETI'. 5EL �+ AS 11�IGATED ON THE DRM'UN65 Z
<br /> FIPE AND COARSE A66ltE6ATE,VWTER AND,4pMIXiLRES,q5 ygL q5 7ryE GAST-!N-R.ACF lLIP)ANGHORi° L gE HqyE A 90.DE6REE FICOK HI7N AN SliAi�BE KytlK-PRO SGREY6 BY HILn AND INS7ALLED M STRIGT AGC,ORpPNLE 4.AL'BOLTS M!D LPb$LREWS 5HALL CqFpRM TO PSTM SPELIFILATION I�`�LTI�N 7304.1.1 SHALL BE IDENi7FlED 9Y A q1PLIN MARK IN p
<br /> YlA1ERtEMENf RAT10,�AUMP�GONLREIE YI0.D AND wBSiANi1ATIN6 INSIOE RADA15 OF 3EyPW51J1 EXTENSION OF ISdyAT TFf FRFE END. WITN TNE MPN.FALiLY�,R5 RELOMMEhDA'Ip5 Plm hE FOLLOYYN6 TPBL: F307, 36 K51.NASIgRS SNALL BE%.ALED LNDER THE HEADS AND PLGORDPNGE YtlTf PYPA STPI�ARDS.
<br /> GIP PNLHORS IN H0.501RY ShW,L gE SEG�REp IN PLPGE PRIOR TO 6ROUiIN6. f-
<br /> STFEN6IH DATA IN ALLORDANGE WTX iHE UTEST EDITION OF ALI 31H, PFOVIDE I"6Rp1T MINIMIM ARG1.1ID ALL BOL75 IN MA501&1'. DRIL FWTE SLREW NlfS OF PLL BOLTS PND LA6 SLRB'G BEARIN6 ON WWD. � p
<br /> GXPP7ER 5.TFE REVIEYI OF MIX DE516N�I.WdITiA15 6Y T!E @l51N�2 OF T1FEE4 LON�GTOR$A1ID FA51E1$RS IN fqNT,+LT YUTN pRESEQVATIVE-
<br /> RECORD INDILAiES OW.Y hE IIfORMAT1p1 PRESENiEp GOIFpRMS GIP ANGfiOFta IN LONL�;E MAY NpT�ry,qCEp yw11LE TFf GONGRETE IS IN A �IGATION 512E 5I2E pRILLIN6 RAN6E WOOD GON5IRI.'LiION CAIfgGTOFS GALLED QlT BY tETTH'i5 Vp N� 1RE4Tb OR PIRE-RETARpQR TRE,4Tb yqpp rg}1gER5 r.a{pL,� Q �
<br /> 6ET8tALLY YUTX CONTRP4T DOGL�NTS, (qNTIiOGTOR MAINiAINS R.A571G STATE✓�IElL U TFE PNGNpRS pRE tlpT pETq�LEp pR yEGFiFD �B .035'TO.I' ����`'��nE'8Y SIMP'�N COrPANY,A5 SpEGFim IN TXEIR MOT-0IPPED ZING GOATED 6PLVAtUZED 5�,STAINFY STEE�,SILIGON � Z
<br /> FU1 RE:P0161&LIT'WFt SPELIPIm PB2fORMANGE. LI6HT 6PUSE hETA15 SEiF-pRILLINb r1 GATALGK MTEST EDITIONI. PROVIpE N,�EF pNp 51g pF pq51ET�i5 q�., BRONZE OR(.OppER '
<br /> PS NOOKED P�FIAMD OR TIED TO f�I1FORGp�NT yUTH�N 7HE CONLf�1E; �10 D35°TO.II' SPEGIFIED BY MP,NIFAG7IA�,'(,pNE„70R5 SXPLL�irySTPLL�IN O Q
<br /> ni t�rornc+c ypTM artFKFS E���ED TO STANDIIkS YIA'EQ SMN1 BE 2)tiE Pd�GMOR�PRE MAINTPJI�IN iHE C4RREGT POSITION YHILE TFff A B?RWEA�7I�N PRESERVATIVE•TREATED OR FIRE RETARD@li 1RE4TED
<br /> CONGREiE R@1A116 PLPuTIG �IO II'TO.I'IS' AU.ORDANGE IWTH TFff MAWFALTURHt5 1115TW!LTIplS. pyL,1715i5µp IJi
<br /> PJR{NiRAItgD Ytl?X AN AIR-LONiB1T GONFORMINb 70 IBL TABLE 19042.1. M�TFE GfXIGF�TE IS RZOPEW.Y PEDIUM 6P116E METALS 53F-DRILL;Nb 9 MA.iIPLE JOIST 2EAM5'' L BE lAkgLTED TO PWSN 8EAM5 YUTX V' �5 GAN BE U5ED YNfN PPPROVED BY THE ENbll�t Plm ARGNI'EGT. p � �
<br /> GON50LIDATED PRpJNp THE,41lGIqK[IBG 190'I5.1� �] .II'TO]I' e���p15T HPN6EF5. TFE CONfRPGTOR SHPLL BE RE5pON51gLE FOR Sfl.EGTON OF THE Z w �
<br /> REIIFORLINS STEEL SiiPLL COIFORM TO ASTM P615(INCLWINb S�.PPLEFffN7 �����INTO CONGREiE SfU,LL�'Ky1IK 80LT R',P70 �Y�W bAIKE`ETALS Sc"�F•p2ILLiN6 5 �I] 25'TO 5' APPFOPWATf COMEL7pR ANp FASTENER CAAiIN6 BASED ON T}g INfE'�E� � � U x
<br /> 51),6RADE 60,!y=60.000 P51.6RADE 60 REIIFORGIN6&4W t0 EE 7{READED E�ANSION REfRiS R(f0 CONGRElE SNALL 8E`�VE ANCJ10R5, ET�U5E OF Tlff COwEGTOR OR FASiQfR AND T}�G�11L 1L PRES�/ATIVE F- � Q V�
<br /> MELO�SHPL!GOIFORM TO A51M A7C6.VfLOED YURE FA�IL SHALL AS MAWFALTLRm BY INLTI GCRPOFtATION.INSTALL IN 57RK�T ACI.ORDANGE fOR PROPER INSTALu1TI0N Tiff LEN61H OF THE FLUfE SIULL BE 6REATER U�ED IN T}E TREATME4T OF�FOR YWIG7 IT IS IN GOHfALT.
<br /> LOIfOFN TO A5iT7 A185.LaN51NDINPI REIlfORCfMHIT IN pKiILE FRM¢ p11}i IGG R��T N0.E5R-191�,INLLIAIN6 MINIMA�1 Eh�EDFENT RFq11RET$l;5. �����'` �T��`T���INS ORILLED(ly'MAXIM.M)P1dJ T}g v q Q 2�
<br /> MEMEFRS.WD IN VIALL BPJI�ARY r&,""EHtS SXAL:LOMRI.Y WTN ASTM A'IC6. POIM LEN6TH.P£A�A.Rb FRLM TFiE URFREADED SELTION TO TNE FIRST TFf FOLLOWN6 TABLE SHALL 2E USED POR SELEGiIGN OF GOKEGTORS W W�1 � ��
<br /> REI�ORLINb STffL S�PLL 8E DEfAILED(INGWDIN6 HOOK�AND�51 IN E�°OXY{�tQ/TED ANLMORS(TlFEAOED ROD OR REIIFORLIN6 EAR)SNALL ThREAD StIQ,ID 6E LON6 ENOU6H TO ETYiRE DRIWN6 PG110N IS COMPLETE BASED CN bALVANIZED CAATIN6 GR STAIKEYa S1ED..FPSTQEFS USED � O lI1 q--�
<br /> AGCORDANLE YtlTH Tr1E lATEST E71TI01G OF AGI 315 Plb 318.REIlFORLEMQIT 8E 6RDUTED W7H'SET-XP'BY SIM'50N 57R(N16-ilE. R6TPLL IN 57RIG7 B�ORE Tf$THREADr EN6A6'c. SHALL BE MADE�THE SMff MATBiIAL A$TFf GRfEG70R � a �L �
<br /> KGORDANGE KTX IGG RE?ORT E5R-150B.HOLES FOR�OXY ANLMORS � �
<br /> MAY 6E SPLILED ONLY Y�E II�IGA'ID ON iHE ORAY9N65�E%C�'TH4T SHALL BE TipRGU6�iY LLEVED W1H A M'l.ON BFtlX.M hlm PREf-F.AIRIZED PRODUGT Q � Z 7 O
<br /> rs�irroRuas irm�cnrm ns•cannr�au5•r+P,r ee s�icEv as�ar� AiR ca ra�n�srnicr Accor�avcF rurN eza-�. DIVI510N b: TIMBER conrwss ie5 ovsr(eies/ sra�ss
<br /> er ne corrtRocrort Faz ca�smen�un.�vewPrgrrt u+o se�ice c�nicu' o.ao avsr ies��sn� sra
<br /> � LB16h15 SHALL BE 0.5`OLLOY6: (dy�F6t5 TO BM DIAMETERS) SHOT PINS AND OiF�i POWDE4 PGNAiID FAST@82>SNALL BE�ILTI FRPNIN6 LLTIBER SNALL�KILN DRIED OR MC 19,PND 6RALED AND
<br /> PRESERVATIVE (690) P653.AI53 OR A173
<br /> 1�=3C00 PSI 1�:<OPO P5� GORPORA11q1,56�UE5 D5,O.ITf'DIMETER INSTPLL M STRIGT PGCORDANGE MARK�IN L0IFOWMVLE YITX Y{'PA 57MDPRD 6RADIN6 RLLES FOR �r mu
<br /> wni icc�axr No.[-sR-ws3.�wwo-u+a�r iH coNcrsEre siwl ee ik.'. v�5r consr u�v�resr mma+nro�u5r+�o ro ne sruoa�s u+rr�nreo rnw
<br /> LOND�nON B'Vi5 �LA55 A �LA55 B �Lq55 A �W5` 8 MAINTAIN AT LEP6T 3'TO I�IREST LONGRE7E EL�E pNp 3'BEN�1 FPST8Ht5. ���Tm�T���`Z�5��aV`.nE DE516N 51qYN IN SBX yE5 yg yg GENERAL
<br /> �I.IGE LEN6TH 5�6, 44 dy 5�dy 30� 50 dy SHOTPINS PND OTYE2 POYaE4-PGNATED FASTENERS INfO STEEL SXPLL HAVE T'�E DRAWIN65 15 BASED ON TIE NATIOWV.DES16N SPELIFIGATIONS FOR GLAG CJ��i�Rf��.
<br /> �et TB�SION t wi 55 d Tl d 48 C 63 E i YICOD COISTId1LT10N(X)01-1D5)P�L151�BY TFE M�EWGPH FOREST P1ID
<br /> - A MINIM,M�6E DISTANLE OF'�•A18 gE Spp,Gm qT A MMIMIM OF I', K¢L e pGQ-p
<br /> - I x�� u� eo eb eo ab .��n�A���aw.�.,e5 sNui cor�ow�ro asn+s�aF�c,+na+ s��I��A�m��ns��wsensa�v nrm owm nrm ne SHEET I NDEX LBA-A/GA$ r+o ,=s �s NOTES
<br /> aa,-arr
<br /> ��s��U �o No rE5 16-014
<br /> . I d DEV9..OPM�Yf S K6 44 r� 38 dy � 41.Lf7 W1INATED�SiWLL EE FPHItGATFD M CONFORMANGE 51.1 bENERAI STWKTURA�NOTES AGU
<br /> lEN6TX >�'1 55 d 48 d YUTM PSTM AND P1TG$TPIDARDS.EP4H�£Tff�i SNALL BEM AN 51.1 Pq.WA�dI PLAN
<br /> AITG IOBITIF,GATION MARK Al�SHALL�p.LGpMpqrllED BY AN � ■�os*
<br /> OEV.LBV6TH 5�6 S'f dy 50 dy AILG GHtT1FILATE Cf�E. GE$
<br /> �dt TOP BPRS >�7 '12.dy 61 Cy 521 LPPER ROOR FRPMNb PLPN I. �7X=POT SODiIM BCRATE �
<br /> GGAL:GHROMATED LOP,'@2 AR�ENAiE (,[�
<br /> I.yl DEV.LEN6iN PLL 12 dy 19 dy ALL SIMPLE SPAN�415$XALL�LqKI.AS FIR COI�BINAPON 523 ROOF FRAMIN6 PLAN PG(�G/PG(i-D a�1LKALIIE COPPE2 GUA i
<br /> . ��BARS 24F-Y4,Fb=1.400 P51,Fv=190 F51.ALL LANTILEVERED�AMS SNALL
<br /> DEV.L@16TX 9E LCU6LV'FIR LOFEINATION 7qF-V0.Po•2400 P51.F=]40 P51. 53.1 7YPIGAL DE7AIL5 GBA-A t GA-B=CAPPER AZOTE (,E5
<br /> �dc LOrPRE5510N ALL 73 dy 19 Cy LPM892 PLL bLLIAM�AM5 TO 3.PIX1'RADtlS.6LlED LAMNATED NOIF�DOT.OTIIER BORAiE a�
<br /> eea 5 E�wos�n ro r�nE2 at raisna�sNnu ee rnEn�o wr,� kz�_�+w+i.ncn�cov��c nr+c nxstrn� 2/13/2016
<br /> PARTIALLY B�BFDDED IN HMDEtED CONLRETE MAY NOT BE FIEI.D AN PPPROVm PFtE5E2✓ATIVE.
<br /> �rn
<br /> BENT UNLEf NOiF.D 0T18tYU5E QI T!�DRPBdNffi OR APPROvED 8�'TIE �r�
<br /> 57f9.G11hNL ENbINSR
<br /> �I.I
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