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<br /> ZIMMER GUNSUL fRASCA ARCHITFCTS LlP
<br /> General 5tructural NoteS GORTWND
<br /> (h�FOLLOHINFi APPLY UNLE55 SHOYCJ OTH�WISE ON iHE DRAWIN65.) -- sEnrnE
<br /> LOS ANGElES
<br /> WASHINGTON DC
<br /> GONGRETE: Mft50NRY: "E`"Y°RK
<br /> 20. GONGRE7E SHALL BE MIXED, PROPORTIONED, LONVEYED AND PLAGED IN AGCOfi�ANLE WITH AGI 318-14 GHAPTE�t 26 AND AGI 301. 32. CANGfi'ETE MA�ONRf UNIT YULLS SHALL BE LONSTRUG7Ep OF MEpIUM OR NORt4AL Y�16HT HA� RY UNITS, CONFOfd�1IN6 TO ASTM 3'I. HOLE 51ZE5 IN STEEL MEMBERS FOR CAW�GTICiJS TO LONGRETE OR MA50NRf SHALL BE AS FOLLOhlS UNLE55 SPEG[FIED 925 Fourth Avenue
<br /> S�NbTHS AT 28 DAYS AND MIX GRIlERIA SHALL BE A5 FOLLOYS: G90, LAID IN A RUNNIN6 80ND WITH A H(NIMUH�T Af�EA LO�fIVE 5'ffifN6TH OF 1900 PSI. MGRTAR SFtALL BE TYPE °5" OTFIET39ISE ON THE DRAWIN�: Suite2400
<br /> IN L�JFOFAIANGE WITH AS'fN G210 AND ARTIGLE 2.bA OF TM5602-11/PLI530.1-I VA5GE6-I I. 6ROUT SHALL GONFOfdt TO ARTIGLE Seattle,WA 98104 "
<br /> iYPE OF CANSTRUGTION 28 DAY STREN6TH(U.O.N.) EXP05URE GLA55E�i 2.2 OF iM�,�602/AG1530.1/A5GE6 AND A57M G1019 REQUIf�HENTS AND ATTAIN A MINIMUN C.OMPf�55IVE 5TT2EN6hl OF 2,0�P51 MAXIMUM HOLE DIA. OVER NOM[NAL BOLT DIA. T 206 623 9414
<br /> (f'c) (PG[ 318-14 TABLES 4 2 I AND 4 3 I) AT 28 DAYS, DE516N F'm= I500 P51 AT 20 DAYS. STREN6TH SHALL BE V�IFfED BY PR15M TESTIN6 OR SHALL BE VERIFIED ANC.HOR TYPE OTHER iHAN CAL. BASE PLAiES CAL. BASE PLATES F 206 623 7828
<br /> BY THE UNIT SikEN6TH t�THOD ]N ALCORDANGE WITH IBG SEGTION 2105 AND ARTIGLE 1.4B OF 1M5601/AG1530.1/ASGE6 PRIOR GAST-tN-PLALE ANC,FqR BOLTS i/Ib" ' TABLE 14-2 OF AISG STEEL C.ONSTR MANUAL, 14TH ED i www.zgf.com
<br /> A. CANGREiE EXP05ED TO Y�ATHER 4,500 PSI NIN. (FI, 50, P0, G1) TO LONSTRUGTION. ADDITIONAL UNIT SiT�N6TH OR PRISM TE5TIN6 IN ALC,ORDhNGE HITH ASTM L1314 SFW.L BE CAHPLETED FOR EXPANSIINJ BOLTS I/Ib" ' 5/Ib"
<br /> EF4H 5000 SQUARE F�T OF WALL WRIN6 CANSTRULTION. �OXY 6ROUiED BOLTS I/8' ' S/Ib" c�nsu�tants
<br /> B. GONG�TE EXPOSED TO EARTH 4,000 P51 MIN. (F0, 50, P0, GI)
<br /> (FOUNDATIONS, BASEMENT WALLS, ETL.) UNLE55 OTHERWISE NO1ED, PROVIDE THE FOLLOWIN6 REI�ORLEMENT: ` USE OF LAR6ER HOLES WOULD�QUIRE h�USE OF NELDED PLA1E Yt0.5HER5 AND WOULD REQUIRE PRIOR APPROVAL
<br /> BY THE STkUGiURAL EN61�ER. CIVIL&STRUCTURAL ENGINEER
<br /> G. ALL OTFi�LONCREiE 4,�P5I HIN.* (F0, 50, P0, CO) b" WALl.S �4 @ 48be. VERT. (2)#4�48'oe. HORIZ. CouyhlinPorterLundeen
<br /> (UNLE55 LISTFD BELOW) 8" Y1Al.L5 �5�48'oc. VERT. (2)#5�48'oc. HORIZ. HARDENED OR GOMMON PLATE 1'lA5HER5 Af�REQUIRED BELOW ALL NUTS WHERE OVERSIZED HOLES AfrE USED AND SHALL 801 Second Avenue,Suite 900
<br /> 12" V1ALL5 �5 @ 32'oe. VERT. (2)�5�40'oe. HORIZ. BE SIZED TO COJER ENTI�HOLE. HINIMUM WASHER SIZES FOR GOLUMN BASE PLATES SFIALL BE IN ACGORDANGE I Seattle,WA 98104
<br /> ' NWiER-LEMENTITIOUS MAT62IAL RATIO FOR INT�IOR SLABS SFIALL BE BETHEQJ 0.40 AND 0.44. N[TH TABLE 14-2 OF THE AISG ST�L LONSiRJGTION HMYJAL, 14TH EDITION T 206 343 0460
<br /> IN ADDITION, PROVIDE(i)#5 (�4�6' V{�LLS) V6tT. FULL I$16HT AT EALH 51DE OF OPENIN65, AT NALL C.ORdERS AND LANDSCAPEARCHITECT
<br /> *' SHR[NKA6E GRITERIA: MIX SHALL eE PROPORTIONED SUGH THAT THE POST-iEN5I0t�D SLAB DftYIN6 SHRINKA6E SHALL NOT IMF�SEGTIONS, AT FREE ENDS OF WALLS, AND(2)a5 ((2)�4�6" WALLS) HORIZONThL AT ELEVATED FLOOR AND ROOF LEVELS, 38. OPEN YIEB 51EEL .1015T5 AND.1o15T 61RDER5(INGLUDIN6 BRIDbiNG) SHALL CONFORM TO THE SPEGIFIGATIONS OF THE SiEEL I�
<br /> EXLEED 0.035%AT 20 DAYS(LABORATORY GONDITIONS). SUBMIT STf�N6TH AND SHRINKA6E TEST DATA AND NIX DE516N TO TkE AT TOPS OF Y{ALLS, AND ABOJE AND BELOW ALL OPBJIN65. ALL FIORIZONTAL�I�ORLEt�T�T SHALL BE PLALFD IN 00ND BEM15. J015T IN5T11UTE, LATEST EDITION, AND IBG SEGTION 2201. SEE PLANS AND DETA[LS FOR LOADIN6 REQUIREMENTS AT Site Workshop
<br /> SiRUGTiIRAL EN6INEER FOR f.EVIEW A MINIPAIM�THO WEEKS PRIOR TO PLALIN6 ANY CONGRETE. EXTEND HORIZONTAL RFINFORGEt�NT 2'-0" BEYOND OPENIN65. IF 2'-0' UNAVAILABLE EXTEND fi'EINFORGEF�NT AS FAR A5 .JOISTS, TF�PLANS INDIGATE THE UNIFORM POUND PER FWT LINE LOADS SHOYIN AS(TOTAL LOAD, LIVE LOAD) WHIGH INGLUDE 222 Eturfa Street
<br /> POSSIBLE AND H�K. PROJIDE GORJER BARS TO LAP HORIZONTAL REINFORGB4ENT AT CORM�S AND INiERSEGTICNS. LAP AN ALLOWANGE FOR T1�NE16HT OF J015T5, UNLC55 OTHERWISE NOTED. Seattle,WA 98109
<br /> LONGfi�TE MIXES SHALL MEET OR EXGEED THE f�E(iUIREMENTS SPEGIFIED ABCIJE. MIXES SHALL BE 5l1BMITfED TO THE SPLIGES SHALL BE 25" FOR N0. 4 BARS, 40' FOR N0. 5 BARS, AND"12 BAR DIAMET�S FOR N0, b AND LAR6�BARS. T 206 285 302ti
<br /> EN6INEER AND E1lILDIN6 OFFIGIAL FOR APPRP/AL iY10 WffKS PRIOR TO PLAGIN6 ANY CONLREiE AND SHALL INGLUDE TF� GONLENTRATED LOA�SPEGIFIED ON THE PLANS OR DETAILS SHALL BE ADDITIVE TO THE SPEGIFIED LiN[LOADS JOIST 61RDER MECHANICAL ENGINEER
<br /> AMWNTS OF GEMENT, LEMENTITOUS MATER[AL, FINE AND LOARSE A6Fif�f6ATE, NtATER AND ADHIXTURES, AS WELL AS THE FILL ALL GELLS LONTAININ6 REINFORLEMENT OR EMBEDDEp ITEMS AND ALL GELLS BELOW 6RADE WITH 6ROUT, UNLE55 OTHER}V15E LOADS INDIGATED DO NOT INGLUDE AN ALLOYihNGE FOR THE 6I�SEI.F YIEf6HT. FOR MEMEERS DENOTED 'STRUT' DESI6N TOP
<br /> WATER-GEMENT RATIO, SLUNP, LONLREiE YIELD AND SUBSTANTIATI�i SIRENGTH DATA IN ALCORDANLE WITH AGI '�18-14, NOiED. PROVIDE LLEANOUT HOLES AT BOTTOM OF ALL GELLS LONTAININ6 f�INFORGEMENT FOR POURS 6REATER THAN 5.33 FEET GHORD TO f�5I5T TF�FAGTOf�ED EARTHQUAKE LOAD�FiOYdJ. IN ADDITIGiJ, ALL MEMBERS SHALL BE DE516NED TO 5L'PPORT A Bellewe Mechanical �
<br /> LHAPIER 26 AND 21. REVIEIV OF MIX SUBMITTALS BY THE EN6INEER OF RELORD INDIGATES ONLY THAT INFOfi�1ATI0N IN HEI6HT(NAXIPRIM SPALIN6 OF GLEANOUTS SFIALL BE 32°0�FOR SOI.IDLY 6ROUTED WALLS). MAXIhRJH HE16HT OF 6Rq1T POURS SIN6LE 500 LB. ADDITIVE DONUJYIARD POINT LOAD FROM ANY TOP OR BOTTOM LHORD PANEL POINT TO ALGIXJNT FOR H15LEL�ANEIXJS � 7337 120th Avenue NE l
<br /> PFiLSENTED GONFORMS 6ENERALLY WITH CANTRAGT�CUHENTS. LONTRPGTOR OR SUPPLIER NAINTAINS FULL SHALL BE IN AGCORDANGE WITH TM5602/AG1530.1/A5GE6 TABLE l. MN(IMUM NEI6HT OF C�RWT LIFTS I5 5.33 F�T, EXGEPT AS ARGHITEGNRAL AND MEGHANIGAL IiII�S. GONTRAGTOR SHALL GOORDINATE WITH MEGHANIGAL CONTRAGTOR AND .K)IST I Bellevue,WA 98005
<br /> RESPONSIBILITY FOR SPEGIFIED PEQFORMANLE. PER41TiED PER ART(GLE 3.5D OF TM5602/ALI530.1/A5GE6. MAI�JFAGiU�FOR LOADS EXGEEDIN6 THIS ALLOWANGE. VWL�2E LGtJLENTRAiED LOADS/HAN6ER5 DO NOT OGLUR AT PANEL POINTS, i T 425 453 2142
<br /> LONTRALTOR SHALL INSTALL ADDITIONAL YEB MEMBERS FER TI� INSTALLATION DETAILS OF THE JOIST MANUFALTURER WHERE � PLUMBING ENGINEER
<br /> G�IGRETE MAY BE PLl�ED BY THE 'SHOTLRETE' METHOD, PROVIDED THE APFROVALS, TE5T5, AND IN�EGTIONS REGX11f�D REflUI�D. fi�Y[EH PROPOSED FIELD SPLIGE LOGATIONS AND DETAILS NITH ARGHITEGT, AND LOORDINATE LOGATIONS YIITH THE Inventrix
<br /> BY hiE BUILDIN6 D@'ARTMENT ARE OBTAIt�D. SFIOTLREiE MATERIALS, EGUIPMENT, PROGEDU�dS, PROPORTIOPLS, �T�. 719Ser,ondAvenue,Suite650
<br /> BATLHIN6 AND M(XINb, AND PLAGEMENT SHALL BE IN AC,GORDANGE WITH AGI 5C6.2 AND IBG SEGTION 1908. IF YiALLS �'J��.: Seattle,NJA 98104
<br /> A�EJ(P05ED G�RDINATE FIN15H REpU1REMENTS NITH ARLH[iEGT. J015T HAWJFAGNf�'ER SHALL LF�GK ROOF MEMB[RS AND PROVIDE UPLIFT BRID61N6 A5 f�LYJiRED TO ADEl3UATELY BRALE THE T 206 515 aUOa
<br /> 33. 51RULTURAL STffL DE516N. FABRIGATION AND�GTIGi�I 5FW_L BE BASED Gt�l THE LATEST EDITIONS OF TF�A.f.S.L. BOTTOM GNORD A6AIN5T LAiERAL MOVEMENT UNDER A NET WIND UPLIFT PF�55URE OF XX P5F AT ]NTERIOR LOGAT[ONS, XX P5F AT
<br /> 21. REINFORGING S1EEL SHALL CANFORM TO ASiM A615, 6RADE 60, fy =bO,OCD PSI. 6RADE 60 fi'EINFORGIN6 BARS WHILH ARE `'��F��pT�����5' OPEN STRUGTUfiES d OVERHANff. CON7RAGTOR SHALL GOORDINATE BRID6IN6 LAYCUT PRIOR TO JOIST EREGT[�' TO AVOID EIECTRICALENGINEER
<br /> TO BE Y�LDED SHALL CANFORA TO ASiM A106. REINFORGEMENT GONPLYIN6 WITH A5114 A615(51) MAY BE WELDED ONI.Y IF GONFL(GTS WITH MELHANIGAL DUGiYIORK, FLGI�R/ROOF OPHdIN65, OR OTHER MISGELLANEOUS IiEMS ENDS OF BRID61N6 ROWS � Stantec Consultiny Services
<br /> MATERIAL PRDPERiY f�PORTS INDILATIN6 CONFORh1ANLE W17N WELDIN6 PRLL'EDURfS SPEGIFIED IN A.W.S. D1.4 ARE SUBMITTED. I. SPELIFIGATION FOR SiRUGiURAL 5iff1 BUILDIN65-ALLOhIABLE STf�'S5 AND PLASTIG DESI6N, OR LOAD SHALL BE FIELD WELDED TO STkJG1l1RAL STEEL MEMBEf�a2 TO PLATES BOLTED TO LONG�7E OR MASONRY WALLS UNLE55 � 4100 194th Street,Suite 400
<br /> AND I�SISTANGE FPLTOR DGG16N SPEGIFILATION FOR SiRUGiURAL 5iff1 BUILDINIf�. 07HEFNIISE NOTED. I Lynwood,WA 98036-4613
<br /> WELDED WIRE FABRIG SFIALL GONFO�A1 TO ASiM A1064. T 206 667 0553
<br /> 2. CODE OF STANDARD PRALTIGE FOR STEEL BUILDIN65 AND BRID6E5, ADOPTED APRIL 14, 2010. GA�ER JOISTS IN AC,CORDANLE WITH THE SiEEL JOIST INSTITUTE STANDARDS, UNLE55 OTH�}V[SE NOTED SIZE MEMBERS TO
<br /> 22. fi'EINFORGIN6 STEEL SHALL BE DETAILED(INGLUDIN6 HOOKS AND BENDS) IN ALCORDANLE WITH AGI 315-99 AND 318-14. LAP M�T THE FOLLOWIN6 LIVE LOAD DEFLELTION GRITERIA UNLE55 OTHERIVISE NOTED: U360 FOR SIMPLE SPAN ROOF MEMBERS AND �
<br /> ALL LONTINUOUS f�INFORLEMENT fN AC,LORDANGE WITH "REINFORGfMENT SPLIGE AND DEVELOPF�NT LEN6TH SLHEDULE' OF 36/53.01 . �N REFERQJLE TO SEGTIONS 3.1.2 AND 4 4.1, THE GONTRALT DLe11MQ�'TS(DE516N DRAYIINEf�) SHOW LOMPLETE L/180 FOR RDOF UJERHAN65.
<br /> PRO�l1DE CORJB2 8A1�AT ALL WALL AND F�TIN6 INTERSEGTIONS. LAP ADJAI.ENT MATS OF WELDED Wlf�FABRIG A MINIMUM OF GONNEGTION DETAILS FOR ALL t�TBERS EXL�T TNOSE NOTED TO BE DESIbN-BU1LD ITB45. ALTERNATE GCNNEGTION I
<br /> I2" AT SIDES hND ENDS. DETAILS REQUESTED BY T1�FABRIGATOR SHALL BE SUBMITTED TO TF�EN6IN�OF flELORD FOR APFROJAL YIA A .1015T5 THAT OLGUR HITHIN 3'-0' OF STEEL COLUMNS AND ALL.YJ15T5 EXLEEDIN6 40'-0" IN LENGTH SHALL BE EOLTED TO hIIDE
<br /> REQUEST FOR INFOkMATION(�I) PRIOR TO GOMPLETION OF SFIOP DRAW[N65. FLAN6E OR JOIST 61RDER SUPPORTS IN LIEU OF THE SPELIFIED FIELD V�LDIN6, EXGEPT AT.�iI5T5 MARKED 'STRUT' AND WHERE
<br /> NO BARS PARTfALLY EMBEDDED IN HARDENED CONGf�TE SHALL BE F1ELD BENT UNLE55 OiH92Yl[5E NOTED ON THE DRAY�IN65 OR NOiFD GiJ DETAILS YIHEf�THE FIELD WELDIN6 SFIALL AL50 APPLY. USE(2) I/2" DIAMETER l30�BOLTS FOR K-SERIES JOI575 I
<br /> APPRAYED BY h�STRUGNRAL EN6INEER. IN f�FL-�IGE TO SEGTION 3.I.b, FABRIGATOR SHALL AL50 REV[EW PRD,�GT SPEGIFIGATIOI�i AND ARGHITEGTURAL AND(�) 3/4" DIAt�7ER A30'1 BOLTS FOR LH AND DLH-SERIES J015T5(VERIFY BOLT SIZE/SPALIN6 YIITH J015T SUPP�[ERj � "
<br /> DRAjVIN65 TO DEiEFi�11NE PAINTIN6 AND 6ALVANIZIN6 REQUIfi'E�NTS. NEMBERS EMBEDDED IN CONGf�TE, MASONRf OR BOLTIN6 REQUIfiEMENT HAY BE OMIITED FOR,KJ15T5 LE55 THAN 40'-0' IN LEN6TH YJhiERE WIDE FLAN6E BEAMS FRAME INTO STEEL
<br /> 23. C.ONGftETE PROTEGTION(COVB2) FOR REINFORGIN6 5iffl SHALL 0E AS FOLLONS: TO�GEIVE SPRAY-ON FI�ROOFIN6 SHALL NOT BE PAINiED. W NOT PAINT OR 6ALYANIZE Af�AS OF PIEGES LOLUMNS IN AT LEAST iW0 DIREGTIONS. �
<br /> TO BE FIELD WELDED, OR�EMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO Y�LDINb.
<br /> FOOTIN65 AND OTNER UNFOfc?�D Sl1RFAGES GAST A6AIN5T AND PER�IANENTLY EXPOSED TO EARTH . . 3" SUBNIT SFiOP DRAWIN65 AND DE5I6N GALGULATIONS TO THE ARGHITEGT, STRUGNRAL EN6INEER, AND BUILDIN6 DEPAR7MEN7 FOR
<br /> FORMED SURFAGES EXP05ED TO EARTH(i.e. WALLS BELOW 6ROUND) OR WEATFIER(�b BAfc'S OR LARF�R). . . 2" IN REfEf�IGE TO SEGTION 3.3, IN THE EVENT OF DISGkEPANLIES BETYEEN DE516N DRANIN65 AND 5FEGIFIGATIONS, f1EVIEW PR10R TO FABRIGATION. SUBMITfALS SHALL INDIGATE ALL GHORD AND WE$MEMBER SIZES AND 5h10W ALL END
<br /> (�5 BARS OR SMALL62). . . I i/2' T��'`�������• LONNEGTIONS. DE5I6N GALGULATIONS SHALL BEAR THE STAMP AND 516NA'Nf�OF A RE615TEf�D FRDFE5510NAL EN6INEER, STATE
<br /> 5LA8-ON-6RADE BOi70M REINFORGIN6(HITH VAPOR BAt321ER BELOW) I i/2' OF Y{A5HIN6TON. I
<br /> 5LAB5 AND Y1ALL5(INTERIOR FAGE) . . . . . . . . . . . . . (�II 8AR5 OR SMALLER) . . 3/4" �N f�FfRENGE TO SELTION 4.1, THE FABRIGATOR SHALL NOT ASSUME BID PAGKA6E5 LONSTITUTE RELEh5IN6 TNE
<br /> (�14 OR+�18 BAfv) . . I I/2' �I�65 FCR LOrS1f�1GTI0N WITHOUT E%PLIGIT DIREGTI�1 TO W 50 BY THE OWNBt. 39. ALL Y�LDIN6 SHALL BE IN GONFOf2�1ANGE WITH A.I.S.G. AND A.N.S. STANDARDS AND SHALL BE PERFORMED BY W.A 8.0.
<br /> GERTIFIED Y�LDERS USIN6 E10XX ELEGTRODES. ONLY PREQUALIF[ED WELDS(A5 DEFINED BY A.N 5.) SFIALL BE USED DO NOT ReV.s�o„y
<br /> 24. GAST-IN-PLAGE GONG�TE: 5EE ARGHIiELTURhL DRAWIN65 FOR EXAGT LOGATIONS AND DIMEN5ION5 OF DOOR AND WINDOW 3. SPEGIFIGATION FOR STRUGiURAL JOINTS U51N6 ASTM A325 OR A490 BOLTS. PAINT OR 6ALVANIZE AREAS OF PIEGES TO BE FIELD Y�LDED, OR REMOVE PAINT AND 6ALVANIZIN6 IN FIELD PRIOR TO WELDIN6.
<br /> OPENIN65 IN A1.L C.ONGRETE YIALA.S. SEE MEGHANIGAL DRAWIN65 FOR SIZE AND LOGATION OF MISGELLANEIXIS�GHANIGAL WELDIN6 OF 6RADE 60 REINFORGINb BARS(IF REQUIRED) SFIALL BE PERFOfdfED U51N6 LOW HYDRObEN ELEGTRODES W1DIN,'i I
<br /> 4. IX1ALIiY GONTROL SHALL BE IN ALGORDANGE WITH AISG 360 LHAPiER N(AISG 341 GHAPTER J FOR S1EF1.SEISMIG SYSTEM). I
<br /> OPEN[Nffi iHRCU6H GONL�TE Wll.LS. SEE ARGHITELiURAL DRAWIN65 FOR ALL 6ROdJES, NOTCMES, LHAMFERS, FEAnJRE STRIPS, WITHIN 4" OF GOLD BENDS IN REINFORLIN6 STEEL IS NOT PERMITTED. 5EE�INFORGEMENT NOiE FOR MATERIAL REQUIREMENTS �
<br /> COLOR, TEXTUf�, AND OTHER FINISH DETAILS AT ALL EXPOSED LONGRETE SUf�ALES. Cf WELDEp BAS. I
<br /> CONTRAGTOR SHALL AL50 LOMPI.Y WITH�FIA f�6ULAT10N 29 GFR PART 1926 SUBPAR'f R-ST�L�ELTION, PIJBl.ISHED JANUARY
<br /> 25 TOPP[N6 SLABS ON METAL DEGK, AT SLABS ON METAL DEGK, AGGOUNT FOR DEFLEGTIGiJ OF METAL DEGK DURIN6 PLALE�NT OF I8, 2001. M[SGELLA1�IX15 PLA1E5 FOR 6UYIN6 GABLE A77ALHMENTS, TEMPORAR(.K)IST BRAGIN6, ETG. SHALL BE ADDED AS THE hELD SY�OLS SHOWN GN THE DRAWIN�ARE INTENDED ONLY TO A[D THE CANTRALTOR IN THE D[iERMINATI�'OF FIELP I
<br /> Y�T CANLREiE SUGH THAT TOP OF SLAB ELEVATION 15 SGf�EDED OFF LEVEL BETY�EN ApJAGENT DELK SUPPORTS. REFER TO DEGK I2EG1Uffi'ED. GONTRAGTOR SHALL EVALUATE CALUHNS AND PRO�/IDE ADEIXJAiE BASE PLAiE SH[M5, ADDITIONAL TEMPORARY 62FLTION V�SUS SHOP WELDIN6. TI�LONIRAGTOR SHALL WORK W1TH THE FABRIGATOR AND EREGTOR TO GOOKDINATE THE FINAL �
<br /> MANUFAGTERER'S LIT82AiURE FOR APPROXIMAiE DEGK DEFLEGTION VALUES. NOTIFY SiAJLiURAL EN61N� IF DEGK D�LEGTION BOLTS/GLIPS, 6UY5, OR TEMPORARY BRALIN6 AS f2EpUIRED PER SELTION 1926.155. DETERMIPIATION OF FIELD VERSUS SHOP WELDS TO ALGOMMODATE TNE CAN5TRILT[ON SEQUENGIN6 OF THE PROJELT i
<br /> EXGEEDS 3/4". AT GAMBERED SUPPORTS, SET SG�D PINS ALON6 EAGH SUPPORT TO A UNIFORM HE16HT BASED ON THE
<br /> SPEL[FIED SLAB THILKNE55. 34. 5'fRULTURAL ST�L SHALL CANFOfd4 TO THE FOLLOWIN6 REG0.JIREMENTS: A�L N�LDS SHALL BE MADE WITH A FILLER Y�LD METAL THAT HA5 A MINIMUM GHAkPY V-NOTLH TIXI6HNE55 OF?0 FT.-LB5 AT 0 I
<br /> DE6f�5 F. Y�LDS SPEGIFIGhLLY DEhkJTED A5 'pEMAND GRIT]GAL' SHALL BE MADE WITH F[LLER WELD METAL THA? �
<br /> ?b. BONDIN6 A6ENT SHALL BE 'MASTEREMALO ADH 326" BY BASF GOf�ORATION. OR EQUIVALENT, AND SHALL BE USED V4�RE NEYI 1YPE Gf h�MBER ASTH SPELIFIGATION � ADDITIONALLY HA5 A MINIhR/M GHARPf V-NOTGH TLU6HN[55 OF 40 FT-LB5 AT�0 DEGREES F. 5EE A15G 341-10 GHAPTER A3 � �
<br /> GONGfrETE 15 PLALED AbAINST HARDENED LONL(�TE. PLAGE IN 5'fRIGT ALl,ORDANGE WITH MAWIFALTU(�R'S INSTRULTIONS, (4B) AND AY�DI.B SELTION 6.3 FOR ADDITIOrIAL r€(�UI�MENTS. PROPOSED FILLER MATERIAL FGR BOTH SHOP AND FIELp I
<br /> INGLUDIN6 Pf�PARATION OF EXISTIN6 SUf�AGES. CONGf�ETE SHALL BE COr151DEf�D HARDENED AFT62 56 DAYS. A. WIDE FLAMSE AND WT SHAPES Aq92 50 KSI Y€Lp5 SHALL BE SUBMITTED FOR f�VfEIV PRIOR TO CONSTRUGTION.
<br /> B. PLAiES, AN6LE5, GHANNELS, AND RODS A36 36 K51 �
<br /> 2l. NON-SHRINK 6ROUT SHALL BE WRNISHED BY AN APPRU�ED MANUFAGTU�R AND SHALL BE MIXED AND PLAGED IN STRIGT G. PLATES(NOTEp 6RApE 50 GN DRAYIINff-�) A5�2 50 K51 40 �TAL FLOOR AND ROOF DECKIN6: PRGVIDE SIZE, 11'PE, 6AbE, AND ATTALHMENT TO hIE SUPPORTIN6 STRULTURE AS:kIOWN ON �I
<br /> ALfARDANGE WITH THE MANUFAGTURER'S INSTRUGTIONS. 6ROUT STf�EN67H SHALL BE AT LEAST EGUAL TO THE MA'f�IA1 ON WHIGH D. PIPE MEMB[R5 A53('fYPE E OR 5, 6RADE B) 35 K51 THE pRAWIN65. ALTERNATES MUST BE CANNELTED AC,GORDIN6 TO PUBLISHED IGG-E5 LRIiER[A FOR DIAPHRA6M SHEARS SHOWN �
<br /> IT 15 PLALED(6,0�P51 MINIMUM). E. SiRUGiURAL TUBIN6(H55-50UAFiE OR f�GTAN6ULAR) A500(6RADE B) 46 K51 PRO�/IDE SFIORIN6 V�REQUIRED PER MMAIFALTU�R'S PUBLISHED GRIiERIA. ALL DECKING SrIALL CONFORM TO THE i
<br /> F. ANLHOR BOLTS OR ANGHOR RODS F1554(6RApE 36) 36 K51 f�l�UIREMENTS OF T}�STEEL DEGK INSTIiUTE. SUBMIT DEGK INFOfd�1ATI0N TO ARGHITEGT AND EN6INEER PRIOR TO BE6INNING �
<br /> 28. t�GHANIGAL SPL[GIN6 OF REINFORGIN6 BARS, {W62E INDILATED ON h�DRAYIINff�, SHALL BE BY AN IGG-E5 APPROVED SYSTEM 6. GONNEGTION BOLTS A325-N �p���
<br /> (SUGH AS LENTON, DAYTON SUPERIOR, ETG.) AND SHALL DEVELOP 125%OF TNE SPEGIFIED YIF1D 5i��,5TN OF THE BAR�i. H. THf�EADED RODS FOR EPDXY 6ROUTED GON�LTIONS A36 OR F1554 36 K5I I
<br /> SPLIGE LOGATIONS OF ALTEfAIATE BAF6 SHALL BE OF�SET BY A DISTANGE Y�IIGH LONFOFQ�15 TO THE ICG-ES REPORi OF T}�E 41. LOLD-FORMED STEEL FRAMItyS MEMBERS SHALL BE OF THE SHAPE, SIZE, AND 6A6E SHONUJ ON THE DRAWIN65. NOTATi0N5 ON
<br /> SPLIGE USED AND TO ALI 3�8-14 SELTION 10.2.1,1. HEAVY SEGTIONS THAT ARE PART OF THE SEISMIG FORGE R-G�]STI�i 5Y5TEM SHALL LONFOFAI YIITH AISG 341-�0 SEGTION A3.3. 7HE GRqWIN65, (�LATIN6 TO MET�ER T(PE5 AND 5IZE5 OR MISLELLANEOUS FRAMIN6 ITEMS, REFER TO LATAL06 NUMB[RS OF THE
<br /> FbT ROLLED SHAPES WIiH FLAN6E5 I.5 INGIi THIGK AND THIGKER SHALL HAVE A MINItAJM GHAI�'Y V-NOTLH TOU6FINE55 OF 20 "5'fEEL STUD MANUFAGiUf�R'S A550GIATION' STANDARD SPEGIFIGAT[ONS, AND IGG-E5R REPORT N0. 3064P. ALTERNATE FRAMINb i
<br /> 29. H16H STREN6TH THREADED RODS(STRE55ED AND NON-S�SSED) SHALL BE "D1'WIDA6' THREADBARS WITH APPROPRIA7E FT-LB5 AT�0 DEb�CS F, TESTED IN THE ALTCi�ATE LOf�LOGATION A5 DESGRIBED IN ASiH Ab SUPPLEMENTARY I�QUIf2EMBJT SHALL BE SUB.�LT TO RF/[EN BY THE ARGHITELT AND STRUGTURAL EN6[NEER PRIOR TO FABRIGATION. ALL CALD-FORM[D STEEL i
<br /> ANGNORA6E PLATES, NUTS, AND GOUPLERS A5 MAWIFALNkED BY DYWIDA6-SY5iEM5 INTERJATIONAL, ING., IN GONFORMANGE WITH 530. PLATES 2 INLHES AND THIGKB�SHALL HAVE A MINIMJM GHARPY V-NOTGH Tq�iFINE55 OF 20 FT-L85 AT�0 DE6REE5 F, FRAHIN6 SHALL AL50 LONFORM TO THE AI51 "NORTH AMERIGAN SPEGIFIGATION FGR THE DES[GN OF GOLD-FORMED 5TE[L
<br /> ASTM A'122(fpu = 150,000 P51). �ASUf�p AT ANY L�ATION PEf�11TiED BY ASiH A613, FREGXIENGY P. STRUGiURAL MEMBE�" AND THE AIS[ 'LODE OF STANDARD PRALTILE FOR CALD-FORMED STRULTURAL FRAMIN6 " SEE<MTL-02l>
<br /> FOR t�TAL FRAMIN6�TES.
<br /> 30 HEADED DEFORMED BARS, WHERE INDIGATED ON THE DRAWIN65, SHALL BE AN ICG-ES APPRG/ED SYSTEM AND SHALL LONFOR4 TO 35. D[MEN510NAL TOLERANGE FOR SiKilGiURAL STEEL MEt�ERS SHALL BE PER THE A[SG GODE OF STANDARD PRAGTIGE FOR STEEL
<br /> ASTM A910 INGLUD[N6 ANNEX AI �IX1IREMB�ITS FOR GLA55 HA NFAD DIMBd510N5. BUILDINE�S AND BRID6E5, SEGTIGN 6.4 AND ASiM SPEGIFIGATION hb. UNLE55 SPEGIFIGALLY ALLOYED BY THE EN61N�R, 42. Gd�.D-FORMED STEEL.10I5T5 AND RIN 1RAGK SHALL BE OF THE SHAPE, 51ZE, AND 6A6E SHOVrN ON THE DRAIVIN�. NOTATIONS
<br /> LOLUMN MEMBCi�ci SHALL NOT BE MODIFIED BY THE ROThRY S1RA16HTENIN6 FRGLF55. ON Tf$DRAYIIN65, fcELATIN6 TO STEEL JDIST AND RIN TRAGK 1YPE5 AND SIZES, REFER TO GATAL06 NUMBERS OF THE DIEiRIGH �
<br /> 31. RI61D INSULATION BELOW TGPPIN6 SLABS SHALL BE GLOSED-GELL, LI6HTWEI6HT FOAM WITH A LOh1P�55IVE STt�ENGTH A5 TRADB2EADY 5TEE1.JOIST SYSTEM MEMBCiiS MANUFALTU�D BY DIEiRIGH�`fAL FRAMIN6, P[TTSBIIRG+I, PA. ALTERNATE FR4MIN6 �
<br /> INDIGATED BELOW WITH A WV(IMUM DE5NI11'SHALL BE 2.5 PCUNDS P�GUBIG FWT. LONTRAGTOR TO SUBMIT DATA FOR 36. BOLTS IN GONNEGTIONS NOT SPEGIF[ED AS SLIP-GRITIGAL NEED ONLY BE T16HTENED TO THE SWJb TI6HT CONDITION. TI� SHqLL BE SUB.�GT TO REVIFJV B1'THE ARGHITEGT AND STRUG'NRAL EN6INEER PRIOR TD FABRILATION. ALL CALD-FORMED STEEL �I '
<br /> EN6INEER'S REVIFJ9. 5WJ6 T16HT GONDITION IS D�INED AS THE TI6HTNE55 THAT EXISTS YWEN ALL PLIES IN A JOINT ARE IN FIfA1 GONTAGT IF A FRAMIN6 SHALL AL50 LONFORM TO 1HE A[51 "SPEGIFIGATION FOR 7HE DESI�N OF GOLD-FORMED STEEL STRUGTURAL MEMBERS ° I
<br /> SLOTTED HOLE OLG11R5 IN AN IX1TER PLY, A PLAT HARDENED YIASF�i2 OR LC#1MON PLATE Wh5F�12 SHALL BE INSTALLED OVER THE ���
<br /> LaA'fION COMPf�E551VE SiREN6TH SLOT. 43. HEADED SiUDS FOR LOMPOSITE GONNEG7ION OF STAUGTURAL STEEL TO GONGRETE AND THREADED 5ND5(GPL'S OR LFL 5; i
<br /> INTERIOR 51.AB5 3 P51 AT I%DEFORMATION, 10 P51 AT 10%DEFORMATION FOR CANNELTION OF SikJLiURAL STEF1.TO OTHER ELEHENTS SHALL BE NANUFAGTUREp FROM MATERIAL GONFORMIN6 70 ASTM AI08 '
<br /> EXTERIOR 51.AB5 10 P5I AT I%DEFOR4ATION, 25 P51 AT �0%f7EFORMATION ALL SLIP-GRITIGAL CANNEGTION BOLTS SHALL BE APPROJED SELF IAAD INDIGATIN6 1YPE5(SUL+1 AS BETHLE}IE1 INDIGATOR 6R. 1010 THROU6H 1020(T(PE 2, Fu =60 KSI MIN). HEADED SiUDS SHALL BE WELDED IN LONFOfd4ANGE WITH THE I
<br /> BOLTS, Le.EU�1EN510N GONTROL BOLTS, ETL.), AND SHALL BE 1N57ALLED IN STRIGT AU.ORDANLE WITH iHE MAWIFAGNRER'S REqJIREM�NTS OF A.W.S GHAPIH2"I. UNLE55 OTHEf�VISE NO1ED, SiUDS SNALL 8E WELDED BY THE AUTOMATIG MAGHINE WELDIN6 i N��h C��n�C
<br /> tNSTRUGTI0N5. LONNEGTED PLIE5 SHALL BE PR�ARED TO�'f TF�f�(AJIREMENTS FOR LLA55 h FAYIN6 SU�AGES. PRL1;E55 IN GONFORMANGE NITH A.W.S. REIXII�MENTS.
<br /> 1815 13th Street
<br /> STUD iYPCS SHALL BE MANUFAL1lJRED BY NEL50N STUD Y�LD[N6, ING. OR EQUIVALENT. HEADED STUDS SHALL BE TYPE 53L � Everett,Washinyton 98201
<br /> �iHEAR LONNCGTOfcri, TFIf�ADED 5TUD5 SHALL BE TYPE GPL PARTIALLY TH�ADED 5TUD5 OR 11'PE GFL FULLY THREADED STUDS
<br /> I
<br /> 44. DEFORMED BAR ANGFIORS(D2L'SJ SHALL BE TYPE D2L ANC.Ii0R5 BY NEL50N STUD YIELDIN6, ING., OR EQU[YALENT ANGHORS D�aw�nyTiur
<br /> sf+u�eE r��can rw���, vEFo�o s�ca�ow��r�ro nsrri n-a9b ! GENERAL
<br /> AT NON-BRAGED/MOMENT FRAME AND NON-STRUT GONNEGTIONS, A106 6RADE 60 REfNFORGING BARS OF AN E(1UAL DIAMETER AND STRU CTU RAL
<br /> LENbTH OF THE SPEGIFIED D2L's MAY BE USED PROVIDED T1�Y ARF WELDED TO THE SUPPORTINb 57EEL IN AGCORDANGE V�ITH THE I NOTES
<br /> TABLE BELOW:
<br /> BAR 51ZE ALL-AROUND PILLET Y�LD SIZE f
<br /> �4 5/I6"
<br /> i
<br /> �5 3/8" �,
<br /> �6 l/16" I •
<br /> i
<br /> � .!
<br /> �' "<y��.r,
<br /> I �: !.
<br /> i �'��4' ��
<br /> r � K
<br /> i l.lt��h41'�`..�` .
<br /> ��/�/�1
<br /> I
<br /> I
<br /> iDate�. t4 NOVEMBER.LOIti
<br /> I Jo6 No_ Si6D194-D4
<br /> �. Orawn By�. DAM
<br /> � Chacke�l By: RST
<br /> i
<br /> IDrawing No. `
<br /> I
<br /> a II
<br /> � ! S 1 .02
<br /> �
<br /> N � PERMIT
<br /> � CORRECTIONS
<br />
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