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r�,�,s .. � l.. �.�j�:9 <br />1. vlfQdU110H4. BURDINC COUE 20Dl. ICC WIIFI WA SfA7E AAIENDYEMS. <br />L IMERNI%1N4. F7(Sf�NC BURDiNG WDE 200E• <br />3. MMIWY DE9GN L(UDS FOR BUp.DINCS M!D Ol}iFA SiRIICNRES. ASCE 7-05. <br />�. BURDMG WDE REWp2EYEM5 FDR SfRUCNPN. CONCREfE Ap 318-05. <br />5. BUIIDINC COOE RfWIf1EYEM5 FUR WSONR( SiRUCiURES. NCI 530-05. <br />8. SPEpFlGiqN FOR SfRIICTUPII SiEEL BUILMMCS. AISC 160-05. <br />LENEBSL <br />1. ALL DIYENSIONS AND DEG45 SIWL BE VERIFlEO Bf THE COHfFACTOR PRIOR TO FABPoGI)ON AND <br />CONSfRUCi10N. TIi15 RIClUDES. BUi IS HOT I11Yfm 10. COOROINAi1NG YIIIFI 71�E LOHfRILT DRA�NMGS ON <br />THE SQE N!D IOGTION OF ALL OPQAYGS 7HROUGH C�NCRE7E VEH6YING SIZE /�NO LOGiqN OF ALL <br />MEGW�IGL NN ElECTRICFI OPEN�NGS N'RH iHE RESPECIIVE SUBCONrttACfOR� AS WElI. IS COORDRNTINC <br />NL INSERIS M!D ATfACFMENIS FDN THE USE OF OiHER 1W�DES <br />2. fANiR�CfOfl SFWl BE RESPONS�BLE FOR YFJiNS� METHODS TECNNWUES. SEWETlCFS. AND PROCEWRES <br />REWIRED TO PFRFOMI HIS WORK. <br />J, COMRACfOR-MIiNTED CFWIGES S�M1L BE SUB41T1ED IN WWfINC TO THE CONiRACi1N0 OFFILER <br />REPRESEHfAiNE FOR MPROJAL PR�OR TO FABRIG710N OR CDNSfRUC110N. <br />4. DRAWINGS INDICAIE CENEHAL AND 1YPIGL DEfMS Of CONSIRUCTqN. WHERE CONDIf�ONS NtE NOT <br />SPECIFMlif1Y INDIG7ED BUf ME OF 9MM11Jt ClI�RACTF71 TO DETAttS SHONN. SIMIIAR DtTMS OF <br />CONSiRUCT10N SHALL BE USED, SUBJECT TD NME'M AND PPPROVAL Bf 1HE ENGINEER. <br />5. ALL SHOP DPoIWINGS FDR THE REINFORCINC SfEE1 SMAL1. BE SUBMRiED T0, REVIEW� NN APPROVED BY <br />TNE ENGINEER PRIOR TO FABRIGTNIN. <br />8. SHOP DRAN"NC REVIEW: BY SUBMffiiNG IHE SF10P DRAM9NG5, 7HE CONiRACTOR REPRESEMS 7NAT HE WS <br />UE1ER41Nm N7D VERIFlED N.L 1A�TERWS. FlElD MFASURDAENfS. AND REUTED FlElD CONSTRUCiION <br />CRIIERIA (NEWS, METHODS, TECMN�OU6, SEOUQlC6. OPEI+ATIOKS OF CON5IRUCTION, FNU N1 SNETY <br />PREGIUIIONS AN� PROGRAMS INCIDENT/J. THERElO). AND TH1T 1HE CONiRACTOR WS CNECKFD AND <br />COORDINATED 1HE MFOR4ATqN CONfNNED WfIWN THE SUBMffTAL M11N hiE REW�REUFMS OF illE WURK <br />NID TME COMRILT WCU4E17IS. REVIEW BY THE EN(:INEER SIiALL NOT REl1tVE 7HE COMRACiOR Flt04 <br />NLL R6PONSIBIUfY FOR THE ICCURAC! OF DIUEN510N5 AND DETNLS. SUCH REVIEW SHALL NOi <br />CONSRME ACCEPTM7CE Bf THE ENCPlEEN OF 7HE CORRF.CIN6S OR A�EQUAC( OF SUCH SUBMffiAlS. NOR <br />A WMRWIY iW�T THE SUBMITTNS SATISFY THE REOU�REIIElfS OF iHE CON�RACi. <br />pEMOL110N AND a0RM6 <br />1. 1ME CONiRACi(Mi 91ALL VEPoFY AIL DaSTING CONDITIONS BEFORE CCMMENqNG IJ7Y DEI/qJ710N. iHE <br />CONiRACTOR SHALL VERIFY iHE EX7ENT AND LOCAl10N5 OF 9TE U7R111E5 MECHM'ICAL AND EIECIRICAL <br />SYSTE/AS LOCA710NS OF ElO57iNC SKTEIAS AND UTIIJ11E5 KNONN 10 1HE F?741NEER ARE INDICAIEO ON 7HE <br />DRAMINGS. REPORT 0.4Y DISCREP/J1CIE5 OR ENCIXINTERm OBSiRI1�710NS TO THE ENGINEER IMYmUhlY. <br />t iHE CON7itACTOR SHALL DE9GN AND INSTALL SHORINC TO SUPPORT LAiERN1Y AND VERTICALLY D7571NC <br />CONSTRUC110N AS REWIRED AND IN A MANNER SUITABLE TO 1HE WORK SEOUENCES PRIOR TO <br />CONS7RUCTION, iNE CONiRACTIXt 9iAL1 PREPAftE A PLAN TO NONITtM OAILY iHE SHORMG SYSIEYS FOIi <br />IIOYEAIENT AND SUBUIT IT f'Oft RENEW AND RECEIVE APPROVAI FRW 1HE ENCINEER <br />3. E%ISTINC S7RlILR'RAL MQABERS SHALL REMAM UNLE55 NOTED OTFiERN15E ON 7HE PLANS <br />t, 1HE CONTRACTOR SFWl SUBMR SHORINC DMWiNGS M1D GLCUATIONS SfHIPED M1D SIGHm BY A <br />REC6TENm PROFESSIOWLL ENCINEER. DRAWINGS SIW1 SMOW SIZE, U1WT. CONNECIlONS, WTENIAL <br />DESIGNA710N, MElFiOD OF INSf/�WUqN, FND ACCESSORIES OF SHORINC MEIBFRS. <br />,o <br />➢�L�lOS <br />DFM I�DS: �TIW. N'OGHf OF WIFRWS OF CONSIRIM.'TION AND PERLLl4EM EWIP1AENf. <br />L1VE LOADS <br />pppF 20 PSF <br />OLq1P/J1C1' GTEGORf B <br />R7C1Y1 L07�D <br />GROUNO SNO'N LUN 20 PSF <br />EI�OSURE COEFF1CkM. G 1.0 <br />nrtnuu coffna�rt, a �.o <br />SNOM LWD 4PORfANCE FACTOR, h 1D <br />pppF $HpW LOAp 25 PSF <br />SEISNiC LOADS 1008 IBC R ASCE 07-OS <br />WPPm SPECIRAL R6PONSE ACCQFRAMIN <br />5lqHf pERpO, 5� 1.2q <br />1 SECOND PERi00. 5� 0.4q <br />511E qk55 D <br />SPECTR�L RESPONSE COEFFIqET1i5 <br />SHpitf pptlOp. SE� 0.72 <br />1 SELOIA PEFWD. Sd1 0.�3 <br />SpSY1C DESIGN Gh'CORf 0 <br />5p5MIC IMPIXifINCE FACfOR, I� 1.0 <br />� <br />1. CONCREfE MISONRf UNR SlULL BE MEUIU4 WEIGHi NOLLOW UMIS CONFORMING T(1 tiSfL C90, GRADE N. <br />y CONCREIE 1USONfif UN(fS SHALL BE TESim ACCORqNG TO /5111 NERIOD C1�0, AND OHfMI A WMINUAI <br />COAIPRCSSNE SfRENGiH TO h1E UNR OF 1500 P9 (NEf ARFA). � <br />3. AIOIiTM SFWL CONFWtM TO ASfM C470, i1PE 5, WIIH 1800 P51 COYPRESSNE SfRENG7�l AT 2B OAYS. <br />t. CROU� SWLLL CONFOR4 TO AS71A Ct76, WffH A CCYPR65NE STAETlGTH OF 2000 P51 AT 2E DAYS. <br />CUWSE ACGREGITE IS TO BE 1/B' IIAI(MUTA. GROUi 5lMLL BE OF A CONSISTENCf SUR�BIE FOR <br />PUMPMG MID FlOWMG RIfO NJ. \ONS MMOl7 StLREGATpN. <br />5. PRSM SRtENG7Fl �SSUYED � IS00 P51 <br />8. DEFORMEO 6�R ROHFDRGNG: ASI11 A815, CRADE 60 Fy�80 K9. R�NFDRCMG MMKED 'LWIi <br />(CONiINU0U5) SFWl BE IK �:' �% "' +T M MR DIMIEIEHS, UNO. MEGiANIGV. SPLICES. IF USED �N L1FU <br />OF UP SPUCES� SHLLL FT .`.< . J�LLRS FOR TIPENED 1tiRENED OR UPSET THRFMED 84R5 <br />CENiIFlm TO DtVELOP t. : �- �'r��.CRI OF 1HE 6W. SMiIMLY. 7EIa1RNTORS 5li4L BE THRFMED <br />DENCES TO FULLY NlCFM.i' �• •��:. � i4GM OF 6VL <br />7. ALL NASONf7t UNIIS SlMLL BE FULLY uROUfm. VEHIIGV. CE115 COMNMNG RF]NFORCfaAENf 5lNLL fMYE <br />VEAiICAI ILIGNMFNT SUFF1qENf TO MMIfNN A QfNt UNOBSIRUCiW CONfRAl0U5 VERfMAL I:ELL NOT <br />lESS TFiAN 2' R J� IN PIAN DIMENSiON. <br />8. OPENNCS FOR Nl DUCiS AND PWES PENETRAIINC W�SONIf! WALLS SWW. BE MERIFlm AND COORdNATED <br />WffH REINFOtiCEA1ENf LOUTION PRpR 70 CORE-DFtlWNC. <br />DRIlfD-N SCFi1P /HC110.45 <br />iliF11 HD HFAW DUf! SCRfl1' MIpIOR fDR CONCRETE NJS HASONRY Bf SIMPSON STRONC-tIE COMPAHT� <br />INC, ICC-6 EVALWTION REP017f 6R-271J Olt MPROhD EOWL ICC lVAU1�110N REPORT PCW�RED. <br />p(ry �m-M E%P.WSION ANCMORS <br />mmr+c-eaT weocE �u+cNoa � ca�acm ,vm uecwacm � ar sn�rsox smoac-ne <br />COAIPANY� INC� ICC-ES EVAWA7WN REPORT ESR-1771 OR MPR0�4D EOUN.. ICC EV/�LWININ REPORf <br />REWIRED. <br />pW I�-M EPOW ANCHORS �II� EYBLO�E➢ R�HFT1BtlNG - <br />$Ef-%P SiRUCNWl EPO%Y-lE NICliqaNG lJH6NE FON qGCKm AND UNCRILI(m WNCRETE Bf <br />SIMPSON SiRONP-ilE COYPINf. MC, ICC-6 EVNLYVION REPORf 6R-250L OR APPflOVED E0.W. ICC <br />EVALWTIOH RE}'ORT REWIRED. <br />AID PROJ. N]. AR�ET <br />!�, sergerABAM <br />A Y: motp��.�p/�ara <br />d01 ti.+�.w+�M.ss�o <br />�... lm9OI�L01 Rf�mim <br />cmirniau ensi <br />1. I11 S� CONSiRUCIION 4Wl COYPLY NIIH C9DE OF SGNRViD PRICIICE FOR SiEEL BUIDIM;S M7D <br />BRIDCES. AISC J03-OS� AND C9NFORM 70 iHE FOLLOM4lC: <br />N1C,LF,S /SIY Ay Fy - 38 I(SI <br />p1AiF5 ASM AS6 Fy � 76 K51 <br />iHRFADED R005 F1554 GMDE 38 Fy - 18 KSI <br />2 /�t1 BOUED CONNECTqNS ARE BFARMC ttPE M'IiN STAN61f2D HOlES UNLE55 NOIED OTI1ERWi5E. <br />� /DOCn - O/� <br />THESF DOCUMENTS HAVE NOT BEEN <br />APPROVED �OR THE ISSUANCE OF <br />PUBLIC WORKS, MECHANICAL, FIRE <br />SUPPRESSIOP7, ELECTRICAL OR <br />PLUMBING PERMITS <br />�"��RO"n `°" �,�" SNOHOMISH COUNTY <br />DEPARTMENT OF <br />„� �,,; P,,,;�, PUBIJC WA iCS <br />N0. <br />� � � � <br />JUN I 6 2010 D <br />CITY OI' GVGRGTT <br />Pcrmit Scrviccs <br />MCDOUGALL/fLEET `�ASONRY <br />WALL REPAIR <br />GENERAL NOTES <br />�� <br />�� <br />2 <br />K <br />7 <br />