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0 F'" 1 y\\\\\YYYjjj��YYjjffffN��\��'����ry�� <br /> HEL O E \ ERG . SHIELD \,. G STRUCTURE <br /> I <br /> VI <br /> N a4 <br /> STRUCTURAL men,. ' p <br /> 4 <br /> GFN RAI i <br /> 41 TITLE SHEET,VICINITY MAP.AND INDEx OF DRAWINGS I <br /> Foot... <br /> Sri <br /> GENERAL NOTES <br /> SE: ODAUTY ASSURANCE a1D CONTROL CIAN "" N <br /> SP3 EKING.JNDA SLAB DEMO PINT AND DETAILS U Z 81 <br /> SFA ouNDATION GEOMETEN PAIN =W W CO <br /> SFS FouNDATRHI REINORCING AND ANCHORAGE PUN dE�-.i:' - <br /> SF6 POUNDATION DETAILS(I OP 2) ) W<Ot <br /> sem FOUNDATION DETAILS(I OF 2) w ' 2 2 3 <br /> M,,.n.R D,B f^ a <br /> • •• . .. . . . <br /> .. <br /> .. a W�is <br /> . .. . ....... . . . W Mn�XAn 1AA� W = <br /> . . <br /> �..t O <br /> • .. • <br /> . .... <br /> . " tiff, t use •Kt SY GLACIE CND K <br /> ak <br /> . ukitleD • <br /> • ! 0 <br /> GENERAL STRUCTURAL NIA., .�apdto o- Vd'7eCk <br /> NIA., Z <br /> SDI GENERAL STRUCTURAL DETAILS Lv11Ch Wetland' <br /> iO/TielLODUOC' Sanctuary Q <br /> EJtlFRAI STRUCTURAL NOIF(t - ., tiR?d 9 <br /> PINEHUGARRE J <br /> I. CONSTRUCTION. <br /> NOTES APE GENERAL IN FUTURE AND ME INTENDED TO SET MINIMUM STANDARDS FOR �,�,'.. f ;.� W <br /> THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT <br /> DOCUMENTS AND HAVE A COIL OF THEM ON SITE AT ALL TIMES. <br /> 2. FOR AM PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAN /,(\/�/{ 10.‘ /lL <br /> THE REOLRRED CONSTRUCTON OR WHERE CONFLICTS EXIST,IT IS THE CONTRACTOR'S / — p I V <br /> RESPONSIBILITY TO REAGENT ADDITIONAL INFORMATION(RN,)AND/OR CLARIFICATIONS BEFORE PROJECT ADDRESS'_// <br /> CONSTRUCTION. 1313 15TN ST SW <br /> EVERETT.WA 98203 <br /> 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WIN THE 2018 INTERNATIONAL BOLDING CODE F,•A_f`1eTF. _0 i FY <br /> (IBC)WTH WASHINCTON AMENDMENTS ALL BUILDING ELEMENTS AN COMPONENTS NOT • �) <br /> SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED WBfP Hdll.Glf C JISe <br /> MID CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF THE BE As AMENDED • <br /> BY THE STATE OF WASHINGTON DY) I_1_1 <br /> A THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS MD ELEVATIONS BEFORE CONSTRUCTION.THE h 'PdIA'A Z No <br /> l <br /> ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. (. LJ N <br /> 5 THE CONTRACTOR.SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF a 03 <br /> CASCADE VIEW (Tj 1-D) <br /> CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN • Big Gulch Trail So stern z = 1—U Li I/I Q <br /> DISCIPLINES WITHIN THE CONSTRUCTION SET.COORDINATION SHALL!DENTIN AND RECONCILE 4 n P ( Z Li <br /> PaInP Fi.IG U N)2=3 <br /> CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION ,t O LA 1- <br /> DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE,THE PROJECT ENGINEER •• Mj:: H N <br /> SHALL BE NOni1E0 IF CONTACTS EXIST. 9 WHICI FnnFk9 J 'Z f` <br /> 6- THE <br /> E CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE METHODS, r 'WITS G SW I OI;I,A SW • w 1--- 0 Ml W <br /> PROCEDURES,AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR <br /> THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE _ , (ft+l - = (n a 2 TI <br /> INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. C <br /> T CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LACE LOAD FOR THE STRUCTURE.PROVIDE 'A ' n <br /> SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES 'IlQ i. It A E <br /> NAVE NOT ATTAINED DESIGN STRENGTH. _ .g <br /> 8. CLADDING.WAERPROOTCUO.AND OTHER NON-STRUCTURAL FEATURES IRE OUTSIDE THE • } '?111 ,l Palk R <br /> STRUCTURAL SCOPE OF WORK.ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL UVdI'P%tIT 112A St SVJ ` •I.JISIC_ o Li <br /> DRAWINGS ARE NOT MENDED TO BE USED FOR CONSTRUCTION.REPRESENTATION OF SUCH Nigh Trek Advent UYes 9 T A .Q • <br /> FEATURES ON THESE DRAWINGS MAY OR NOT BE ACCURAE.CONTRACTOR IS RESPONSIBLE <br /> LOCATING <br /> FOR LONG ALL UTILITIES AND UNDERGROUND BURIED ELEMENTS. LS x <br /> HENA._ AM_PER 2018 IBC WITH wASHINGTON AMENDMENTS <br /> =r Z <br /> Z <br /> t6p3.t. - LOWS 1 N r-- <br /> DEAD LOAD .. .... .__..... MATERIAL SELF WEIGHT VICINITY MAP ,A) i.dLIVE LOAD .. ......... ............. 250 PSF D15TM81ED.8.000 LB CONCENTRATED <br /> IGO).12-SHIELDING STRUCTURE CEILING LOADS. <br /> DEADN t�X, en <br /> J Z 0 ce <br /> CEILING LOAD JOS Psi(HORIZONTAL).MAIENWL SELF WEIGH! I p H>Q <br /> DEAD WALL LOAD ...... 538 POP(VERTICAL):MATERIAL SELF WEIGHT <br /> LIVE LOAD .. ...... .......... 20 PST- <br /> JOB No. <br /> 1603.1.5-EMnIWANE DESIGN CRITERIA: 2202-0023 <br /> RISK CATEGORY .................................................. II(TEMPORARY STRUCTURE) <br /> ON.YA1 CHECKED <br /> SPECTRAL ACCELERATION.s, "-".. 0490 y NRW WJS <br /> SPECTRAL RESPONSE COEFFICENT,Stsx 11913 0.591 y 7/1 4/22 <br /> 9 <br /> SEISM,DES.sPECTRAL SPONS CATEGORY E COEFFICIENT,SA, CATEGORY D WE <br /> REMNANTS <br /> STRUCTURAL SYSTEM RESPONSE .... .. ... .. ELASTIC <br /> RESPONSE MODIPICATION FACTORS(S).P. .... .. 1.0 <br /> SESMIC RESPONSE COEFTICIENTS(SI.Fz ..- 0-BIT.WORKING STRESS <br /> DESIGN BASE SKEAN ..... ............. ........ 6.693 KIPS <br /> SHEET G1 <br /> 1 or 21 <br />