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<br /> ZIMMER GUn:SUI FRASCA ARCHITEQS LLP
<br /> Genera) 5tructural NoteS ; PORr�No
<br /> (hIE FOLLOYVIN6 APPLY UNLE55 SHOYA OTHERWISE ON iHE DRAWIN65.) -- --------- - � sEninF `
<br /> � LOS ANGELES
<br /> WASHINGTON DC
<br /> GRITERIA: STATEMENT OF SPEGIAL INSPEGTIONS (STRUGTURAL): 6EOTFGHNIGa1.: NEW YORK
<br /> 1. ALL MATERIALS YIORKMANSHIP DE516N AND GONSTRJGTION SHALL LONFOfd1 TO THE DRAWIN65, SPEGIFIGAT[ONS, hND THE 14. STATEMENT OF SPEGIAL INSPEGTIONS-STRUGTURAL ITB15(SEISMIG DE516N GATE60Rt'D) 15. FOUNDATION N07E5: SUB6RADE Pf�PARATION INLLUDINb DRAINA6E, EXGAVATION, GOMPAGTION, AND FILLIN6 REQUIREMENTS, I 925 Fourth Avenue
<br /> INTERdATIONAL BUILDIN6 LODE(IBG) WITH WA5FI1N6TGiJ STATE ADMINISTRATIVE GODE AMENDMENTS, 2015 EDITIOPI. SHALL CANFORr1 STRIGTLY NITH RECOMMENDATIONS bIVQJ IN THE 50IL5 REPORT OR A5 DIREGIED BY THE 6EOTEGHNIGAL � Suite 2400
<br /> I7EFINITIONS: EN61NE61. F�TIN65 SHALL BEAR ON FIfd4, UND[S1l1RBED EARTH OR GONTROLLED, COMPAGTED STRUGTURAL FILL AT LEAST 18" � Seattle,WA 98104
<br /> 2, DE516N LOADIN6 GRITER[A: TNE SEISMIL FORGE RES[5TIN6 5Y5iEM FOR TH15 SiRULTURE LON5I5T5 PRIMARILY OF BRAGED FRAMES, GONGRETE SHEAR BELON LONIEST AD,IAGENT FINISHED 6RADE. FOOTIN6 DEPTHS/ELEVATIONS SFIOWN ON T}iE DRAjVIN65 ARE MINIMUM AND FOR I T 206 623 9414
<br /> YlALLS, FL�R/ROOF DIAPNRA6M5, AND 51RJT MEMBErcS AS SPELIFIED A4 iHE DRAWINGS. SEE THE LE6END OF PLAN SHEETS FOR 6UIDANGE ONLY; TI�ALiUAL ELEVATIONS SHALL BE ESTABLISHED BY THE GGIJTRAGTCR IN THE FIELD Vi�Rk1N5 Yi[TH THE TE5TIN6 F 206 623 7828
<br /> RISK GATEC-0RY IBG TABLE 1604.5 . II ADDITIONAL INFOR4ATION DEFININ6 NEt�ER LOLATIONS. LAB AND 6EOTELHNILAL EN6INEER. BALKFILL BEHIND ALL RETAININ6 YlALLS WITH FREE DRAINIMS, GRANULAR FILL AND PROVIDE www.zgf.com
<br /> RCOF SNOW LOAD 25 PSF FOR 5UB5Uf�AGE DRAINA6E A5 NOTED IN THE 6EOTEGHNIGAL RFPORT.
<br /> FL�R LIVE LOAD . . . . . . SEE LOADIKS DIA6RAM5 SPEGIAL INSPELTIONS AND TEST]N6 SHALL BE PERFORdED BY iHE OWNER APPOINTED IrYPELTION A6ENGY IN AGCORDANLE WITH wi,s�itams
<br /> STAIR LIVE LOAD . 100 PSF GHAPfFR I"I OF THE IBG WITH�PORTS PER IBG SELT[ON 1�04.2.4 SUBMITiED TO THE OWNER, ARLH[iELT, STRUGIURAL ALLOHABLE SOIL PRE55URE . 10,�0 PSF �
<br /> LANOPIES . . . . . SAME A5 RCOF SNOW LOAD EN6INEER, (ANTRAGTOR, AND BUILDIN6 OFFIGIAL. TNE:�E IPISPEGT[Oh5 A� IN ADDITION TO iHE IrSPEGTI0N5 SPEL]FIED IN LATERAL EAfZfH PRESSURE(RESTRAINEDNNf�ESTRAINED). . 55 PGF/35 PLF r l P5F SEISMIL �
<br /> 6UARDRAILS/BALGONY RAILS . . . . . . . . 50 PLF GR 200 LB GONLBJTRATED LOAD IBG SEGTION I10. SEE TABLES BELOW FOR ADDITIONAL INFOfd1ATI0N. 50IL PROFILE iYPE 51TE GLA55 D CIVIL&STRUCTURALENGINEER
<br /> MEGHANIGAL UNITS . . . . . 5EE DRAYIIN65 FOR MAXIMRIM ALLOWABLE I'�I6HT5
<br /> I Couqhlin Porter Lundeen
<br /> STRULNRAL ITEMS SPELIAL INSPEGTION Ff�'EIXJENGY IBG REFERENGE 6EOTEGHNIGAL REPORI'REFERENGE: 6EOEN6INEERS, "SEA7TLE GHILDREN'S HOSPITAL NORTH GLINIG EVERETT, WA5HIN6TON" 801 Second Avenue,Suite 900
<br /> EARTHGYJAKE . 5E15MIG DESI6N GATE60RY D fi'�ORT N0. 2318-003-00, JULY II, 2016
<br /> 55 = 1.21, Si =0.48, 5 p,=0.85, 5 pi =0.49 51RULTURAL STEEL FABRILATION EREGTION AND NONDESTRUGTIVE TE5TIN6' Seattle,WA 98104
<br /> ' T 206 343 0460
<br /> SPEGIAL STEEL GONGENTRIGALLY BRAGED FRAMES SPELIAL INSPEGTION AND NONDESTRIJGTIVE TESTIN6 FOR STRUGTURAL STEEL SHALL BE IN AGCOkDANGE WITH THE QUALf1Y �
<br /> R=6,110=2, IE= 1.0 A55URANGE(QA) INSPEGTION RE(�UIf�fMENTS OF AISL 360-10 LHAPTER N. LONTINUOUS INSPEGTION SHALL BE PERFORMED AT 'P" ��Q�GE: ' LANDSCAPEARCHITECT
<br /> TASYS DEFINED ]N AISG 360-10; P6tI0DIG INSPEGTION SFIALL BE PERFOR4ED AT "0' TASKS DEFINED IN A15G 360-10 I Site Workshop
<br /> WIND . . I10 MPH, EXPOSURE "B', KZL = I.0 ADDITIONAL SPEGIAL INSPEGTION AND TF5TIN6 REQUIREMENTS FOR TI$STRUGiURAL STEEL SEISMIG SYSTEM SHALL 8E P�AISG Ib. EXPANSION BOLTS INTO CANGREiE SHALL BE ONE OF THE FOLLOWIN6: "KHIK BOLT TZ" A5 MANUFAGTURED BY HILTI, ING AND 222 Eturia Street
<br /> WIND(0.ADDIN6/ENGL05URE ELEMENT DE516N PRESSIJRE�i) . . . 15 P5F MAX. AT Y1ALL5(L�D) 341-10 GHAPIER J AS INDIGATED BELOW. INSTALLED IN 5"fRIGT ALGOkDANGE WITH IGG-E5 f�PORT N0. 1911 AND MANUFAGiURER'S INSTRI;G710N5; OR "S1RON6-BOLT 2" AS i Seattle,WA 98109
<br /> 42 PSF GR055 UPLIFT AT ROOF(LRFD) MMAJFALNf�FD BY SIMPSON STRON6-TIE COMPANY, ING. AND INSTALLED IN STRIGT ALCORDANGE NITH iGG-E5 REPORT�. 3031 T 206 285 3026
<br /> WIND Pf�55UI�E5 BASED ON LE55 THAN 10 5(7UA�FCOT iRIBl1TAR(AREAS NEAR WALL GORNERS OR ROGF ED6E5(EXGLUDIN6 `�'NJD FIELD WELDIN6 GONTIW1q15/PERIODIG(LtA PER AISG 360 GH. K5.4) I'105.2.I AND MANUFAGiUf�R'S 1NSTRUGTIONS. SUBSTITU7E5 PROP05ED BY CONTRAGTOR SHALL BE SUBMITTED FOR REVIEW ViI?H IGG-ES I MECHANICAL ENGINEER
<br /> LORNER Z0�5 AT ROOF). REDUGED DE516N Pfd55URE5 MAY BE GALWLA7ED IN ALCOIfiANGE WITH ASLE 1-10 GHAPTER 30. H16H ST�N6TH BOLTIN6 GONTINUOUS/PERIODIG(QA AISG 360 Ckl. N5.6) 1�05.2.1 �PORTS ]NDILATIN6 EGUIVALENT GR 6f�ATER LOAD LAPALITIES. IN ADDITION, SUBSTITUTIONS SHALL MEET [CG-E5 i
<br /> HETAL DELKIN6 PER[OD[L I105.2,2 ALGEPTANLE GR[T�IA AL193. SPEG[AL INSPEGTION IS fiEQU1RED FOR ALL EXPANSION BOLT IN5?ALLATION. EXPANSION BOLTS Beilevue Mechanical
<br /> � 1331 120th Avenue NE
<br /> SEE DRAWIN65 FOR ADDITIONAL LOADINb GRITERfA HEADE�STU� LONTINUOUS�QA PER AISL 360 GH. Nb.) 1105.2.1 SHALL NOT BE USED A5 5U85T1'NTES FOR EMBEDDED ANGHOR BOLTS UNLE55 SPEGIFIGALLY AFPROVED BY THE SiRUGTURAL Bellevue,WA 98005
<br /> (CAMP051TE CONSTRUGTION) EN6INEER. NOTIFY ENb1N�R IF BOLT LOGATIONS CANFLIGT Nlhl REINFORGIN6 51EEL - DO NOT GUT REINFORCIN6 OR REDUGE T A25 453 2142
<br /> 3. STRUGTURAL DRAriIN65 SHALL BE USED IN GONk1NGTI0N H[1H ARGHITEGIURAL DRAYIIN65 AND ALL OTHER CANIRAGT G�KUMENTS EMBEDMENT DEPTHS MITHOIJT PRIOR APPRWAL.
<br /> FOR BIDDI�i AND LONSTfd1LT10N. GONTRALTOR SHALL VERIFY DIt�N5I0N5 AND LONDITIONS FOR GOMPATIBILITY AND SHALL ��IAL VERIFILATION PERIODIG I105.2.1 ' pLUMBING ENGINEER
<br /> (IDENTIFIGAT[ON MARKS AND MANUFPLTURER'S TEST fcfPORTS) UNLE%OTNERWISE NOTED, PRWIDE THE FOLLOWIN6 NOMIIyAL EMBEDMENT DEPTHS FOR EXPANSION BOl.TS INTO C,ONGRETE: �
<br /> NOTIFY ARGHITEGT CF ALL D15GREPANLIES PRIOR TO GONSTRUGTION. IT 15 1}IE GONTRALTOR'S fi�5PON51BIL1iY TO LGYJRDINATE Inventrix
<br /> BUILDINb LAYOUT DIMENSIONS(6RID LAYWTS, SI1E GOORDINAiES, ETG.) AMON65T ALL TRAD[5, INGI.UDIN6 SHOP FABRIGATED STRULTURAL STEEL SEISMIL SYSTEM GONTINUOUS/PERIODIL(QA P�AISG 341 LH. J) I'105.12.1 d I105.13.1 HILTI KWIK BOLT TZ: � 719SecondAvenue,Suite650
<br /> f 1EM5. � Seattle,WA 98104
<br /> (INSPELTION AND TE5TIN6) 3/8'm EXPAN510N BOLTS . . 2-5/Ib" T 206 515 4004
<br /> 4. CONTRAGTOR SHALL PROVIDE TEMPORARf BRALIN6, BOTH FOR VERTIGAL LOADS AND LATERAL STABILIIY, FOR Th�STWJGNRE I/2'�EXPAN510N BOLTS . . . . . . . . . . 3-5/8"
<br /> AND STfiJGTURAL GOMPGt�lENTS UNTIL ALL FIN�1.LONNEGTIONS HhYE BEEN LOMPLETED IN ALl.OW)ANGE MIITH THE DRAWINY. CALD-FORMED STEEL FRAMIN6 5/8"d EXPANSION 80LT5 . 4-l/Ib" I ELECTRICA�ENGINEER
<br /> FIELD WELDIN6 PERIODIG I105.11.2,I105.12.3 3/4'm EXPANSION BOLTS . . . . . . . . . . . . 5-9/I6" i Stantec Consulting Service�
<br /> 5. GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL SAFEl'(PRELAUTIONS AND THE METHODS, TEGHNIQUES, SEQUENLES OR PRO;.EDURES t TABLE I105.2.2 ITEM 2c � 4100 194Ih Street,Suite 400
<br /> REQUIRED TO PERFORM THE NORK. FASTENERS, BOLTS, STRAPS, PERIODIG FOR CANNEGT[ONS OF ALL MEMBERS OF I105.11.2 d I105.12.3"+' SIHPSON STRON6-BOLT 2: Lynwood,WA 98036-4613
<br /> HOLDOYNS, ETG. THE SEISMIG AND WIND FORLE RE5I5TIN6 SYSTEM 3/8'd EXPANSION BOLTS 2-l/8" i T 206 667 0553
<br /> b, LONiRAGTOR-INITfATED GHAN6E5 SHALL BE SUBMITTED IN WR[TIN6 TO THE ARLM TEGT AND SikJLiURAL EN6INEER FGR [NGLUDIN6 DIhPHRAbMS, SFiEAR Y1ALL5, I/2'�EXPANSION BOLTS . 3-�/8" I `
<br /> APPROVAL PRIGR TO FABRILATION OR CANSTRUGTION. GHAN6E5 SFIOYBJ ON SFIOP DRAWIN65 ONLY WILL�T SATISFY TH15 SiRUTS, d HOLDOYAIS 5/8"m EXPANSION BOLTS . 5-I/8" I
<br /> REIXJIREF�NT CALD-FORMED STEEL 1RUSSES REVIBV OF 1EMPORARY AND PE�d1ANENT 1�05 2 4 3/4'9 EXPAN510N BOLTS 5-3/4" i
<br /> INSTALLATION BRAGIN6 FOR SPANS> 60 FEET
<br /> "i DRAW[N65 INDIGATE 6ENERAL AND NPILAL DETAILS OF GONSTPoJGTION WHE�CANDITIONS ARE NOT SPELIFIGALLY INDIGAIED I�. EXPANSIDN BOLTS INTO bRGUTED MASONRY SHALL BE ONE OF THE FOLLOYIIN6: 'KW[K BGtT 3", AS MANUFAGTURED BY hILTi,
<br /> BUT ARE OF 5[MILAR GHARALTER TO DETAILS SHOY4J, SIMILAR DETAILS OF GONSTRULTION SHALL BE USED, SIJB.�LT TO(�VIEW �NGfa�TE(5EE 6ENERAL STRUGTURAI NOTE 20 FOR ADDITIOKAL REGUIREMENTS)" ING. AND INSTALLED IN STRIGT ALGORDANGE WITH IGL-ES REPORT N0. 1385 AND MANUFAGTURFR'S INSTRUG710N5, INGLUDING I
<br /> AND APPROVAL BY THE ARGHITELT AND THE 5T17JG1URAL EN6INEER. BATGH PLANT INSPEGTION CONTINUWS WRIN6 MIXIN6 A5 fi'EGUIRED PER I'105.3.2 MINIMUM EMBEDMENT frEGJlfi'EMENTS; OR "YIED6E-ALL" AS MANUFALTURED BY 51MPSON SiRONb-TIE CAMPANY, (NG. AND INSTALLED
<br /> f�INFORGIN6 PLALEMENT PERIODIG AND PRIOR TO ALL CANGRETE PGURS TABLE I'105.9 ITEM I IN STRILT ALGORDAI�E WITH ILG-ES REPORT N0. 1396 AND MArK1FAL111RER'S INS'fRULTI0N5, INGLUDING MINIMUM EM6[DMENT
<br /> 8. ALL STkUGNRAL SYSTEMS LOMPOSED OF CAMPONENTS TO BE FIELD Efi'EGTED SHALL BE SUPERJISED BY THE SUPPLIER DURIN6 REINFORGIN6 Y�LDIN6 PERIODIG(GONTINUOUS FOR SNEAR WALL, MOMENT TABLE I'105.3 ITEM L REG1UIfi'EMENTS. SUBSTITUTES PROPOSED BY C.ONTRAGTOR SHALL BE SUBMITTED FOR REVIEW W[TH [GG�5 REPORTS [ND[GATIN6
<br /> MAWJFAGiURINb, DEL[VERf, HANDLIN6, STORAGE AND ERELTION IN ACCOkDANGE WITH INSTRUGTIONS Pf�PAf�D BY THE SUPPLIER. �At�1E, OR OTHER SHEAR f�INFORLIN6) EQUIYALENT OR 6REATER LOAD GAPAGITIES. IN ADDITION, SUBSTIlUTI0N5 SFIALL MEET IGG-E5 AGGEPTANGE GRITERIA AC01.
<br /> r� ANGHOR BOLT PLALEhfr1�T PERfODIG AND PRIOR TO ALL CANGf�EiE POU�S TABLE 1�05.3 ITEM 3 SPEG[AL INSPELTION IS�QUIf€D FOR ALL EXPANSION 80LT INSTALLATION EXPAN510N BOLTS SNALL NOT BE USED AS -
<br /> 9. 5EI5MIG BRAG[N6 AND/OR 6RAVITY SUPPORT AND ANGFIORA6E OF ALL MEGHANIGAL OR ELEGTRIGAL EQIIIPMENT SHALL BE �NC��E PLALEMENT��` GONTINUOUS TABLE I105 3 ITEN S,bd"1 SUBSTITUTES FOR Eh�EDDED ANG�OR BOLTS UNLE55 SPEGIFIGALLY APPROVED BY THE STRUGTURAL EN6INEER. A MINIMUM OF b" I
<br /> DE5I6NED BY A FROFE5510NAL EN61 NEER RE615TERED ]N THE STATE OF hlASH[N6TON, EXG�T FOR EiEMENTS SPEL I F I LALLY SHOhTI G11R I N6 b FORMWORK PROGEDUfdS PER]OD I L TABLE I'105.3 [1EM 8,I I C 12 OF SOL 1 D 6ROIJT SHALL BE f N PLAGE AND GURED TO A M I N I MUM STREN6TH OF 2,OCO P51 ON ALL 5I D[5 OF EXPAN510N BOLTS AT
<br /> AND DETAILED ON THE STRUGTURAL DRAWIN65 THE�LHANILAL/ELEGiRILAL LONTRALTOR PdJ57 Hlf�THE EN6[NEER AND [5 P05T-TENS[ONIN6 GONTINUOUS TABLE I"105.3 fiEM 9dll MA50NRY WALLS PRIOR TO BOLT INSTALUTION. BOLTS IN MA50NRf WALL SHALL COMPLY WITH RE�IRIGTIONS SHOWN iN DETAIL '
<br /> RESPONSIBLE FOR ALL LO5T5 RFLAiED TO THE PURGHASE AND INSTALLATION OF NEGESSARY S�JPPORTS, BRAGIN6 AND ANGHORA6E ���`T���LTION PERIODIG TAbLE I"105.3 1TEM 10 <M5N-105> AT HEAD JOINTS. NOTIFY EN6INEER IF BOLT LCGATIONS LONFLIGT WITH REINFORGIN6 SiEEL - DO NOT GJT
<br /> SEISMIG BRAGIN6 AND ANGHORA6E DESf6N AND CONSTRUGTION SHALL CAMPLY YIITH GHAPTER 13 OF ASGE'f-10. SEE 6ENERAL REINFORGIN6 OR REDULE EMBEDMENT DEPTHS WITHOJT PRIOR APPROVAL. '
<br /> STRUGTURAL NOTE 14 FOR ADDITIONAL INFOfd�1AT[ON. MASONR�'(SEE 6ENERA!-STRJGTURAL NOiE 32 FOR ADDITIONAL REGtJIF�MENTS) I
<br /> LEVEL B SPEGIAL INSPEGTION PERIODIG(GONTINUOUS FOR 6ROUTINfi AND TABLE 3.1.2 TM5 402/ALI 530/ 18 DRIVE PINS AND OTF�POWDER-ALiUATED FASTENE�SFIALL BE ONE OF THE FOLLOWIN6 "SERIES ISCC" i0.145" D(AM"cTER1
<br /> 10 SHOP DRNVIN65 FOR REINFORGIN6 STEEL(FOR BOTH GONLRETE AND MA50NRY CANSTRUGTION), ST�UGNRAL SiEEL, OPEN WEB �����������B�) ASLE 5-13 A5 HANUFALTUF�ED BY ITW RANSET AND ]NSTALLED IN SiRIGT ALGORDANGE WITH ILG-ES REPORT N0. I"199 AND MANUFALTURER'S � R"�'s'°"s
<br /> STEEL JO15T5, METAL DEGKIN6, LOLD-FORNED METAL FRAMIN6, SFIALL BE SUBMI'fTED Tp TF�ARLFI]TEGT AND STRULTURAL INSTRUGTIONS, INLLUDIN6 HINIMUM EMBEDMENT REQUIREMENTS; "X-U' (0.151" DIAMETER), AS MANUFAGTURED BY HILTI, ING I
<br /> EN6INE�FOR kEV1EW PRIOR TO FABR[GATION OF THESE ITEMS. LEVEL G SPEGIAL INSPELTION PERIODIG(LONTINUOUS FOR 6RDUT SPALE, TABLE 3.1.3 TM5 402/AG[ 530/ AND INSTALLED IN STRIGT ACGORDANGE WITH IGG-E5 f�PORT N0. 2269 AND MANUFAGTURER'S IN5?RUGTIONS, iNGLUDING MIN[MUM
<br /> 6RCUTIN6, ANLHORA6E AND Y�LDIN6 OF ASGE 5-13 EMBEDHENT REQUIf'�EMENTS; 'STRON6-TIE MODEL PHN-YY" (O I45" DfAMEiER) A5 MANUFAGTURED BY SIMPSON STRON6-TiE
<br /> I1. SHOP DRAWIN6 REVIEYI: DIMErLI0N5 AND QUANT[TIES AF�NOT REVIEV'�D BY TI�ENGINEER OF RECORD, AND THEf�Of�MU5? ������`'B�� C,OMPANY, INL. AND INSTALLED IN STRILT AC,GORDANLE YIITH ILG-ES�PORT N0. 2138 AND MANUFAGTURER'S INSTRUCTIONS, ' �
<br /> BE VERIFIED BY THE CANiRALTOR. THE GONIRAGTOR SHALL REVIEW AND 57AMP DRAWIN65 PRIOR TO fi'EVIEIV BY EN6IN�R OF INGLUDIN6 MINIMUM EMBEDMENT('�qJIREMENTS; OR AN APPROVED E(lUJIYALENT IN STREN6TH AND EMBEDMENT. MINIMUM EMBEDMENT j
<br /> REGORD SUBM[TTALS SHALL ]NGLUDE A REFRODUGIBLE AND ONE GOPY THE REPRODULIBLE SFIALL BE MARKED AND fiEiURNED. ��ION BOLTS d INSERTS PERIODIG INGLUDIN6 TORQUE TE5T5 [N ALCORDANGE TABLE I105.3 11EM 4 IN GONGRETE SHALL 8E I' UNLE55 OTHERWISE NOTED MAINTAIN AT LEAST 3° TO NEAREST CANGRETE EDGE j
<br /> WIiH APPROVED IGG-ES REPORTS ii
<br /> SHOP DRAWIN6�JBMITTALS PROGE55ED BY THE EN6INEER AF�NOT G+iANGE ORDERS. THE PURP05E OF SHOP DRAriING SUBM[1TAL5 19. EPDXY-6ROUTED RODS OR R�AR TO CANGRETE SPELIFIED ON THE DRAYIIN65 SHALL BE 6ROUTED vrITH INJE OF THE FOLLOhIING �
<br /> BY THE CONTRAGTOR I5 TO DEMONSfRATE TO THE EN6INEER THAT THE GON'fRALTOR UNDERSTANDS THE DES[bN CANGEPT BY EPDXY bROUTED RODS OR REBAR PE�210DIG INL�UDINFi INSPEGTION OF EF�EDMENT TABLE 1�05.3 ]7EM 4, "SET-XP' AS MANUFAGTUF�D$Y SIMPSON STRAN6-TIE CAMPANY, ING INSTALL IN SiRILT AGGORpANGE N1TH ICG-ES REPORT N0.
<br /> INDIGATIN6 WHIGH MAIERIAL 15 INTENDED TO BE FURNISHED AND INSTALLED AND BY DETAILINb THE INTENDED FABRIGATION AND ��'TH��I-E GLEANLINE55 PRIOR TO ALL AGI 318-i4 SEGTION 1�8 2508, INGLUDIN6 MINIMUM EMBEDMENT REQUIfiEMENTS; OR 'HIT-HY 200" A5 MANUFAGTURED BY H[LTI, ING. AND INSTALLED IN
<br /> INSTALLATIOIJ METFIODS [F DEVIATIONS, D15GREPANL[E5, OR GONFLILTS BETY�N SFIOP DRAYiIN6 SUBMIITALS AND THE INSTALLATIOPLS(GONTINUOUS FOR UPWheDLY INGLINED ANGFi0R5) SiRIGT ALCORDANGE Hlhi IGG-ES(�PORT N0. 318�('SAFE-SET" INSTALLAT[ON WITH HOLLOW LARBIDE DRILL BIT i5 I
<br /> LONTRAGT DlKUN�NTS ARE DISLCIJERED EITHH2 PRIOR TO OR AFiER SNOP DRANIN6 SUBMITTALS ARE PROLESSEp BY THE EN6INEER, TORIXIE AND R1LL 1L5T5 IN AU.ORDaNGE WITH APPROJED PEla1[TTED), INGLUDIN6 HINIMUM EMBEDMENT REC7JI�MENTS. SUBSTIIUTES PROPOSED BY GONTRAGTOR SHALL BE SUBMITTED FOR i
<br /> THE DESI6N DRAWINGS AND SPELIFILATIONS SHALL LONiROL AND SHALL BE FOLLOWED. I���` ��5 SHALL BE PEF�ORMED ON EPDXY-6RdJTED REVIEW WITH ILG-ES REPORIS INDILATIN6 EGIUIVALENT OR 6REAiER LOM LAPAGITIES. IN ADDITION, SU85TITUTIONS SHALL I
<br /> THfi'EADED RODS AT UI�EINFORGED MA50NKY WALLS. MEET IGG-ES ALGEPTANGE GRIiFRIA AL308. SPEGIAL INSPEGTIGN OF EPDXY-6ROl1TED ANLHOR INSTALLATION 15 REQUIRED.
<br /> 12 DEFERRED SUBMITTALS, SHALL BE DE5[6NED BY AN EN6INEER RE6[STERED IN THE STAiE OF YlA5HIN6TON. THE GOMPONENT `.�EE 6ENERAL STRJGTURAL N07E 19 EPDXY 6R4UTED RODS OR R�AR SHALL NOT BE USED AS SUBSTITUTES FOR GAST-IN-PLAGE ANGHOR BOLTS OR REIN�ORGING STEEL �
<br /> DE516NER SHALL BE A RE6ISTERED STRlJG1URAL EN6I�ER IF�QUIRED BY THE&JILDIN6 OFFIGIAL CF THE LOGAL UNLE55 SPELIFILALLY APPROVED BY THE SiRUGTURAL ET65IN�R. NOTIFY EN6[NE� IF ANC,HOR LOGATIONS CONFLIGT ViITH
<br /> JURISDIGTION BUILDIN6 CAMPONENT SUBMIT7AL5 SHALL INGLUDE THE DE5I6NIN6 PROFESSIONAL EN6INEER'S STAMP, AND SHALL ��L GOMPAGTION CONTINUOUS 1�05.6 REINFORLIN6 STEEL - DO NOT LUT REINFORGIN6 OR REDUGE EFBEDMENT DEPTHS WITHWT PRIOR APPROVAL.
<br /> BE APPRP/ED BY THE LOMPONENT DE516NER PRIOR TO CllR50RY REVIEW BY THE EN6INEER OF REGORD FOR LOADS IMPOSED ON THE � STRUGNRAL STEEL QUALIT(A55URANLE INSPEGTIONS, EXLEPT NONDESiFNLTIVE iE5TIN6, MAY BE VWVVED IF APPRO�lED BY THE UNLESS OTHERWISE NOiED, PRWIDE THE FOLLOWIN6 EMBEDHENT DEPTHS FOR ANGHORS AT GONGRETE
<br /> BASIG SIAJGTURE. THE CAMPONENT DESI6NER IS RESPONSIBLE FOR GOpE GpNFORMANGE AND ALL NEGE55ARY CANt�GT10N5 NOT py�[-R AND 8U[LDIN6 OFFIL[AL FOR WORK PERFOfd1ED ON THE PREHI5E5 OF A FA9RILATOR fi'E615iERED AND APPROVED TO PERFO(d1 I
<br /> SPEGIFILALLY GALLED IX1T ON ARLHIIEGTURAL OR STRUGNRAL DRAWIN65. DEFERRED SUBMIITALS SHALL INDIGATE MA6NITUDE S�GH h�OfiK WITHCUT SPEGIAL INSPEGTION IN AGCORDANGE WITH IBG SEGTION I?04.2.5.1 3/8'd ROD OR#3 BAR . 4"
<br /> AND DIREGTION CF ALL LOADS IMP05ED ON BASIL ST�JLNf�. DE516N GALLULATIONS SHALL BE INGLUDED IN THE SUBMITTAL. �i EXGEPTIONS I THPoJ 5 PER IBG SEGTION 1105.3 SHALL NOT APPLY TO GONGf�ETE YIOfd:ON TH15 PRO.�GT. I/2'9 ROD OR�4 BAR . 5" i
<br /> THE ARGHITEGT OR CONTRAGTOR SHALL FORWA,QD DEFERf�D SUBMITIALS TO THE&JILDINS OF�IGIAL WF�RE f�QUIRED, �•� ���Y OF LONGRETE LA80RATORY TESTIN6 SHALL BE IN AC,LORDANGE WITH AGI 318-I4 SEGTION 26.12.2 5/8'm RDD OR�5 BAR . �" ��
<br /> THE FOLLOWIN6 BUILDIN6 GOMPONENTS SHALL BE DEFE�ED�JBMITTALS FOR 1}i15 PROJELT UNLE55 OTHERNISE NOTED IN TF�PRO,�GT SPEGIFIGATIONS. 3/4"�ROD OR�6 BAR . 9" I
<br /> PREFABRIGATED METAL STAIR 5Y5TEM5 l/8'm ROD OR�'I 8AR . 12" � •
<br /> PRELAST 5TA[R T�ADS SEISHIL DES[6N REIXIIREMENTS PERIOD[G SPEGIAL Ir1,`-PEGTION I'9 ROD OR�8 BAR . . IS" �
<br /> OPEN WEB STEEL.l�IST AND JOIST 6IRDER FRAMIN6 5YS1EM5(SEE NOTE 38) ARGH MEGH d ELEG ITEMS (ASGE 1-10 GHAPTER 13) AS SPEGIFIED PER IBG GHAPTER I'f
<br /> EXTERIOR GLADD(NG SY5TEM5(5EE NOTE 13) EXTERIOR WALLS, VENE�d LLADDINS ASGE 1-10 SELTION 13.5.3 REQUI(�D FOR YULL FRAMIN6, FOR
<br /> FASTENIN6 OF YFNFFR OR GLADDIN6
<br /> 13. EXiER[OR LLADDIN6 PANELS AND GONNEGTIONS BEYOND THE PRIMARf METAL FRAMIN6 SHOVdN ON THE STRUGNRAL DRA}VIN65 SHALL E%LEED�N6 5 P5F(IBL 1�05,12 5) i
<br /> BE DE5I6NED BY THE CANTRALTOR FOR THE LOADS AND GONDITIONS SHOWN GiJ ThE DRAWIN65. GONTRALTOR SHALL 5UBM1T
<br /> DETAILED DRAW[N65 AND GALGULATIONS BEARIN6 THE STAMP AND 5[6NAIURE Cf A RE615TERED PROf-[55IONAL EN6INEER, STAiE 5U5PENDED GEILIN65 ASLE"I-10 SELTION 13.5.6 INSPEGTIONS Pd2 IBG SEGTION I10
<br /> OF Y{A5HIN6TON. CONTRAGTGR'S EN6INEER SHALL BE f�5PON51BLE FOR DESIEN, CADE CANFOfd1ANGE, AND CANNEGTfON OF
<br /> EXiER10R GLADDIN6 PANELS TO PRIMARY STRUGNRE. EN6INEER OF REGORD TAKES NO RESPO�i18ILITY FOR PRODUGT DES[6N, AND ASGE l 13.5.6.2.2 AS REQUIRED I
<br /> ;=�a=
<br /> MANUFAGTU�, DELIVERY AND HANDLIN6, OR LONNEGTION TO PRIHARY SiRUGiURE SI�P DRAriINff�SHALL BEAR THE REVIE}V A(tiE55 FLOORS ASGE 1-10 SEGTION 13.5.1 f�EGrJIRED FOR ANGHORA6E(IBG I105.12.5.1)
<br /> STAMP OF THE DE516NIN6 EN6INEER'S FIRM PRIOR TO REVIFJV BY iHE EN6INEER OF fi'ELORD. ALL NELE55ARY BRAGIN6,
<br /> EMBEDMENTS, TIES, ANGHORAGE, DISTRI&1TION MEMBEfcS, AND 51MILAR ELEMENTS SHAI.L BE R1fdd15HED AND INSTALLED IN pARTITION YtALLS lSGE'1-10 SEGTIINJ 13.5.8 REQUIf�D LURIN6 EREGTION AND FASTENIN6 NOrth L`��n�C
<br /> LONFORMANGE WITH SUBMITTED DRAWIN65 AND GALGIILATIONS FOR YUiLS> 15 P5F(IBG I105.12.5)
<br /> STEEL STORA6E RAGKS ASGE 1-10 SEGT[ON 15.5.3 REQUI(�D FOR ANGHORAbE OF RAGKS> 8 FEET
<br /> � 1815 1Jth Street
<br /> Everett,Washington 98201
<br /> �N r�t�+T(iec iios.is.-r1 SHEET INDEX: I
<br /> 6LAZ(N6 SY5TEM5 ASGE'I-10 SEGTION 13.5.9 NOT RECR11f�FD 51.01 GENERAL 51RUGlURP.L NOTES II o`a"""yT'°"
<br /> 51.02 GENERAL STRUGTURAI_NOTE5
<br /> LIFE SAFETY CAMPaJBJT5 INGLUDIN6 ASLE"1-IO SEGTION 13.6 AND �GYJIfcED FOR V621FILATION G� I G EN E RAL
<br /> F[RE WMPS, EMER6ENGY 6ENERATORS, IBG 1�05.12.3 GERTIFIGATE OF LOMPLIANGE LABEL 51.03 L0,4DING DIAGRAMS STRUCTURAL
<br /> SMOKE EVAGUATION FANS, AND ON LOMPONENT(IBL I'f05.12.4)
<br /> I CAMPONENTS WITH HAZhRWUS GOMBUSTIBLE, 52.01 FOUNDATION PLAN-LEVEL P01 i NOTES
<br /> OR HI6HLY TOXIG CANiENTS 52.02 PARTI,4L PLAN-DRIVE RAMP '
<br /> (Ip=1.5 PER ASGE'1-IO SEGTION I3.I.3) 52.11 FRAMING PLAN-LEVEL Ot I
<br /> INSTALLATION AND ANLhI0RA6E OF ASGE'I-10 SEGTION I3.6 AND REQUIf�ED(IBL I'105.12.4 4 I'105.12.6) 52.21 FRAMING PLAN-ROOF I
<br /> SPR[NKLER SYSTEMS, FIRE PUMPS, IBG 1�05.13.2
<br /> i EMER6ENGY 6ENERATORS, CAMPONBdTS 53.01 TYPIG,4L.GONGRETE DETAILS
<br /> i WITH HAZARDOUS, GOHBUSTIBLE, OR 53.02 GONGRETE FOUNDATION 8 WAL_L5
<br /> HI6HLY TOXIG LONiENTS '�, �
<br /> (fp=I.5 PER ASGE?-IO SEGTION 13.1.3) ' (
<br /> 54.01 EX1"ERIOR GLADDING ELEVATIONS �. ��r'� ��,�OF,
<br /> ALL OTHER MECkIANIGAL AND ASGE 1-10 SEGTION 13.6 NOT REQUIf�D ,��:�:��u�(� q ;,j ,
<br /> ELEGTRIGAL GOMPONENTS � i ; •
<br /> 55.01 METAL DEGK DEfAILS -r�� ,:-
<br /> Si1d1GTURAL 085ER/ATION PER IBG SEGTION I"104.6 I5 NOT�(�UIRED FOR iHIS STRULIURE. 55.02 STEEL DETAILS �N ��`�'
<br /> U ; � ;,.`.
<br /> 55.03 STEEL DETAIL5 �� �:c��,h'i'i,-,�
<br /> 55.04 MEGHANIGAL SGREEN PLAN&DETAILS ��'����
<br /> 55.05 BRAGED FRAME ELEVATIONS d DETAILS
<br /> �
<br /> 5'7.01 METAL STUD FRAMING DETAILS �ai� ia NovtMeEh,tu�u f
<br /> I
<br /> Jub Nu_ Stf+Oty4-04
<br /> ♦
<br /> Dfawn By. �AM
<br /> I
<br /> Checked By'. R5T
<br /> I Drawing No
<br /> �
<br /> Q I
<br /> � � S1 .01
<br /> � �
<br /> N PERMIT
<br /> M CORRECTIONS
<br /> � -- �
<br />
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