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SCOPE STRUCTURAL DESIGN CRITERIA ABBREVIATIONS
<br /> 1 .0 CODES
<br /> THESE DRAWINGS PROVIDE A VOLUNTARY SEISMIC RE�ROFIT OF THE CITY'S WATER AC ASPHALTIC CONCRETE GALV. GALVANIZED P.P. PARTIAL PENEfRATION �
<br /> FILTRATION PLANT WFP OPER4TIONS BUILDING AT THE CHAPLAIN RESERVOIR NEAR ALL WORK SHALL CONFORM TO THE M�NIMUM STANDARDS OF THE FOLLOWING CODES: � � �
<br /> � � THE 2012 �NTERNATIONAL BUILDING CODE WITH WASHWGTON STATE AMENDMENTS. A.F.F. ABOVE FINISHED FLOOR GRTG. GRATING RAD RADWS �
<br /> ' MONROE, WASHINGTON. THE VOWNTARY SEISMIC RETRORT IS LIMITED PRIMARILY TO � �
<br /> . THE ORIGINAL 1980'S PORTION OF THE WFP OPERATIONS BUILDING AND INCLUDES BOTH Z.0 LIVE LOADS A.R. ANCHOR ROD HT HEIGHT REBAR REINFORCING BAR �. � �
<br /> STRUCTURAL AND NONSTRUCTURAL MEASURES FOR THIS FACILITY. SINCE THIS A ROOF LIVE LOAD - 20 PSF (REDUCIBLE) ALT ALTERNATE HSB HIGH STRENGTH BOLT REF REFERENCE
<br /> CRITICAL CONTROL AND SYSTEM MONITORWG FACILITY FOR THE ENTIRE EVERETT WATER 2ND FLOOR - 50 PSF (REDUCIBLE) �
<br /> SYSTEM, THE CITY OF EVERETT REQUESTED THAT IT BE TREATED AS AN ESSENTIAL ARCH ARCHITECTURAL HORZ. HORIZONTAL REWF REWFORCED, REWFORCING
<br /> FACILIIY FOR PURPOSES OF THE SEISMIC RETROFIT. 3.0 SNOW & WIND p AT HVAC HEATING VENTILATION AIR REV REVISION � � .
<br /> DEFICIENT ITEMS IDENTIFIED IN PRIOR STUDIES AS MOST CRITICA� AND FEASIBLE TO THIS RETROFIT IS STRICTLY SEISMIC IN NATURE SO SNOW AND WIND LOADS CONDITIONING .
<br /> UPGRADE ARE TO BE RETROFITTED TO BE COMPLIANT WITH THE 2012 INTERNATIONAL ARE OUTSIDE OF THE SCOPE. BM (BMS) BEAM, BEAMS � REQ'D REQUIRED � . �.
<br /> I.D INSIDE DIAMETER �
<br /> � BUILDING CODE (IBC). IT IS NOTED THAT NOT ALL ASPECTS OF THE EXISTING 4.0 SEISMIC RETROFIT DESIGN BTNN BETWEEN ROT ROTATE � � �
<br /> STRUCTURE ARE COMPLIANT WITH CURRENT CODE � �
<br /> RISK CATEGORY: IV BOT. BOTTOM WFO INFORMATION RM ROOM � � •
<br />� UPGRADES WHICH MITIGATE THE DEFICIENCIES IN THE PRE-CAST ROOF/FLOOR PANELS SITE CLASS: D B.O.C. BOTTOM OF CONCRETE �N. WCH � � � . �
<br /> E AND THE CONNECTIONS BETWEEN THE PANELS AND THE WALLS INCLUDE: SEISMIC DESIGN CATEGORY: D SC SLIP CRITICAL ��
<br /> � • ADDED FIBER REINFORCED POLYMERS TO SECOND FLOOR TOPPING SLABS AND SPECTRAL RESPONSE VALUES: B.O.F. BO�tTOM OF FOOTING INC�. INCLUDING SHT SHEET
<br /> Ss = 1 .045
<br /> 0� PRE-CAST HOLLOW CORE PANELS TO IMPROVE DIAPHRAGM STRENGTH, 5 � = 0.399 B�DG BUILDING ISO ISOLATION, ISOLATED .. -
<br /> • ADDED STEEL AND CONNECTORS BENJEEN THE SECOND FLOOR/ROOF SLAB AND Sds= 0.754 SIM SIMILAR .
<br /> WALLS TO IMPROVE THE STRENGTH OF DIAPHRAGM CHORDS AND SHEAR TRANSFER TO Sd - 0.426 BS BOTH SIDES JST JOIST � � �
<br /> SHEAR WALLS, � S.O.G. SLAB ON GRADE .
<br /> � • ADDED STEEL AND CONNECTORS BELOW THE ENDS OF EACH PANEL TO IMPROVE THE IBC: V= Cs W WHERE Cs = Sds/(R/I) C.C. CENTER TO CENTER �T JOINT SPCS SPACES - �
<br /> PANEL SUPPORT. R=2 AND Cs=0.566 FOR ORDINARY REWFORCED MASONRY SHEAR WALLS
<br /> . (BEARING WALL SYSTEMS). CTRS CENTERS .. ,
<br />� THE REMAINING UPGRADES WCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: NOTE THIS SEISMIC FORCE RESISTING SYSTEM (SFRS) IS NOT ALLOWED FOR K, KIP KIP (1 ,OOOIbs) SQ SQUARE . _
<br /> CENTERLINE
<br /> • IMPROVED CONNECTION BEiWEEN THE BUILDWG STRUCTURE AND STEEL FRAMING NEW BUILDINGS IN SEISMIC DESIGN CATEGORY D. HOWEVER SWCE THE WALL � K.S.F. KIP PER SQUARE FOOT ST SHORT TON . -
<br /> 8 SUPPORTING THE ENCLOSURE STRUCTURE FOR THE SODA ASH BINS, REINFORCING OF THIS BUILDING CAN NOT MEET DETAILING STANDARDS OF C CHANNEL
<br /> � i CURRENT SFRS AND BECAUSE THE RETROFIT IS VOLUNTARY, THIS SFRS WILL L ANGLE STD STANDARD .
<br /> � • IMPROVED RESTRAINT FOR THE BASE OF THE ALUM/POLY TANKS, BE USED AND WILL GENERATE HIGHER DESIGN FORCES THAN CURRENT SFRS. C.G. CEMER OF GRAVITY . - �
<br /> � STIFF STIFFENER �
<br /> • REX CONNECTIONS FOR THE AWM/POLY TANK PIPING, IMPORTANCE FACTOR: I = 1 .5 CLR CLEAR LBS, // POUNDS �
<br /> � • UPGRADED UTILIN CONNECTIONS AT THE INTERFACE BEfWEEN THE BUILDING AND ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE METHOD. STL STEE� � � �
<br /> - GROUND, CONC, CONC. CONCRETE LF LWEAR FOOT/FEET � �
<br /> � SA FOUNDATION SYM. SYMM SYMMETRICAL �
<br /> • UPGRADED SUSPENDED CEILINGS, AND LT LONG TON � �
<br />� • UPGRADED ANCHORAGE FOR MIXING TANKS, ELECTRICAL PANELS AND HVAC FOUNDATIONS ARE TYPICALLY COMPRISED OF CONTINUOUS OR STEPPED WALL CMU CONCRETE MASONRY UNIT , . � �,
<br /> EQUIPMENT. FOOTINGS WITH CONTINUOUS MAT BELOW PIT AREAS. ALLOWABLE SOIL BEARING COL COLUMN MAX MAXIMUM LO. TOP OF � �
<br /> IS ASSUMED TO BE 1 ,500 PSF. T.O.C. TOP OF CONCRETE �
<br /> � COMM COMMUNICATION M.C. MISCELLANEOUS CHANNEL
<br /> 2 MECH MECHANICAL T.O.S. TOP OF STEEL �
<br /> CONN CONNECTION �- -
<br /> " S GENERAL DEFERRED SUBMITTALS MEP MECHnNicA� e�ecrRicn� TYP. lYPICAL
<br /> CJP COMPLEfE JOINT PENETRATION & PLUMBING ' - �
<br /> - 1 . THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING PROVIDE DEFERRED SUBMITTALS FOR CODE AUTHORIN REVIEW FOR THE FOLLOWING: DBL DOUBLE � U.N.O. UNLESS NOTED OTHERWISE . � �
<br /> � � CONSTRUCTION. THE ENGWEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR • RBER REINFORCED POLYMER (FRP) STRENGTHENING OF SECOND FLOOR, MEZZ MEZZANINE .
<br /> za WCONSISTENCIES. • SEISMIC DESIGN FOR SUSPENDED ACOUSTIC CEILING TILE SYSTEM, AND DIA, 0 DIAMETER MFGR MANUFACTURER VERTS VERTICALS .
<br />� � � � • EQUIPMENT ANCHORAGE WHERE NOTED. � �
<br /> � °' 2 DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIAG DIAGONAL MIN MINIMUM WI WITH � -
<br /> . � �E x DIMS. DIMENSIONS MOB MOBILIZATION 'N�N WITHW �
<br /> 0 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL INTERRUPTION TO UTILITIES
<br /> ` � NOTES AND NPICAL DETAILS. WF WIDE FIANGE .
<br /> � � > DTL(S) DETAIL(S) MOM MOMENT �
<br /> � 1 . PRIOR TO CONTRACTOR PERFORMING WORK THAT WILL INTERRUPT AN INDIVIDUAL yy.P. WORK POINT
<br /> 4. SEE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) DRAWINGS FOR UTILIN SERVICE, THE CONTRACTOR SHALL NOTIFY THE OWNER IN ADVANCE IN EA EACH MPH MILES PER HOUR . � . .
<br /> . TEMPORARY REMOVAL AND REINSTALLATION, RELOCATION, OR REMOVAL OF SHUT�DOWNCDURATIONHTABLEDBE OW. �NDICATED IN THE UTILITIES LEAD TIME AND (N) NEW 'h'T WIDE FLANGE TEE -
<br /> � EXISTING MEP LWES AND EQUIPMENT QNCLUDING DUCTS, CONDUIT AND PIPE) AS EW. EACH WAY . �
<br /> NEEDED TO INSTALL STRUCTURAL ELEMENTS FOR SEISMIC RETROFlT. REUSE �
<br /> E NDT NON-DESTRUCTIVE TESTING - .
<br />� EXISTING ANCHORS FOR REINSTALLATION OF MEP ITEMS WHERE POSSIBLE. 2. UPON RECEIVING THE OWNER'S APPROVAL TO INTERRUPT AN INDIVIDUAL UTILIiY E-W, E/W EAST WEST . �
<br /> � \ SERVICE, THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE N.I.C. NOT IN CONTRACT REFERENCE STANDARDS � � -
<br /> . Q 5. DO NOT PENETRATE CONCRETE SLABS. WALLS, OR CONCRETE MASONRY UNIT UTILITIES LEAD TIME AND SHUTDOWN DURATION TABLE BELOW. EL, ELEV ELEVATION . .
<br /> . 4 WA�LS WITHOUT PRIOR APPROVAL OF STRUCTURAL ENGINEER ELEC ELECTRICAL N-S, N/S NORTH SOUTH ASTM AMERICAN SOCIEfY FOR
<br /> 3. FOR ITEMS NOT SPECIFICALLY LISTED ON THE UTILITIES LEAD TIME AND SHUTDOWN TESTWG MATERIALS
<br /> 6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED DURATION TABLE, THE CONTRACTOR SHALL ASSUME A MINIMUM LEAD TIME OF ONE N/A NOT APPLICABLE . � �
<br /> STRUCTURE. THEY DO NOT INDICATE THE MEfHOD OF CONSTRUCTION. THE WEEK. WITHIN ONE WEEK UPON RECEIPT OF NOTIFICATION, THE OWNER WILL INFORM EMBED EMBEDMENT NO., # NUMBER ACI, A.C.I. AMERICAN CONCRETE INSTITUTE .� : �
<br /> CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE THE CONTRACTOR OF THE ALLOWABLE SHUTDOWN DURATION OF THE UNLISTED ITEM. E.S. EACH SIDE � �
<br /> STRUCTURE DURWG CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT NTS, N.T.S. NOT TO SCALE AISC AMERICAN INSTITUTE OF STEEL � �
<br /> ' BE LIMITED T0, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION UTILITIES LEAD TIME AND SHUTDOWN DURATION ETC ETCETERA CONSTRUCTION
<br /> m EQUIPMENT, EfC. OBSERVATION VISITS TO THE SITE BY TNE STRUCTURAL OC, O.C. ON CENTER �. � �
<br />� ENGINEER SHA�L NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. UTILITY LEAD TIME ALLOWABLE SHUTDOWN DURATION (E) EXISTING AISI AMERICAN IRON AND STEEL � . ' , .
<br /> L� - ELECTRICAL SYSTEMS 2 WEEKS O.D. OUTSIDE DIAMETER INSTITUTE
<br /> z a NO MORE THAN 2 HOURS �
<br /> . S 7. ASTM SPECIFICATIONS NOTED ON THE DRAWWGS SHALL BE THE LATEST VERSION. COMMUNICATIONS 2 WEEKS E.O.R. ENGINEER OF RECORD OPP., O.H. OPPOSITE (HAND
<br /> . � wi BUILDING WATER MAIN Z yyEEKS NO MORE THAN 4 HOURS � AWS AMERICAN WELDWG SOCIE�tY
<br /> 8. USE NON-DESTRUCTNE MEANS TO LOCATE AND AVOID CUTTING REINFORCING IN 4-INCH) EQ EQUAL PED PEDESTAL ASCE AMERICAN SOCIEfY OF CIVIL
<br /> Ni .`�' WALLS AND REWFORC�NG AND TENDONS IN HOLLOW CORE SLABS PRIOR TO CHEMICAL FEED 2 WEEKS NO MORE THAN 4 HOURS F,F. FINISHED FLOOR � � �
<br /> 'i � DRILLING HOLES. MECHANICAL SYSTEMS 1 WEEK NO MORE THAN 4 HOURS PREP PREPARATION ENGWEERS � �
<br /> z � PWMBINC SYSTEMS 1 WEEK NO MORE THAN 4 HOURS �LR FLOOR w
<br /> e " m I PROJ PROJECTION IBC INTERNATIONAL BUILDING o � � .
<br /> � � i a � FRAMG FRAMING PL, R PLATE CODE o ^ �
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<br /> �+' FS FAR SIDE � � �, � �
<br /> d' a PSF, P.S.F. POUNDS PER SQUARE FOOT ICC INTERNATIONAL CODE x o � �
<br /> � > ° FT F00T, FEET SJI STEEL JOIST INSTITUTE '" � a �
<br /> _ o a � y PSI, P.S.I. POUNDS PER SQUARE INCH COUNCIL � v^, �
<br /> GA GAUGE, (GAGE) � � N .
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<br /> SCO1e CITY OF EVERETT r
<br /> � C Ot/OB/16 ISSUED FOR PERMIT � � . FAqR Non:: AS SHOWN orow�ng Ho.
<br /> B 12/15/15 90% SET ISSUED FOR CIN REVIEW �44o4we�Gpc ven: AS SHOWN WFP OPERATIONS BUILDING SCOPE GENERAL NOTES �� �.
<br /> " �' �,�9^=a � SEISMIC RETROFIT � ° �T — � � �
<br />� A 11/OS/15 50% SEf ISSUED FOR CIN REVIEW �e KWF PUBLIC WORKS - � �
<br /> 0 o N0. DATE APRVD R�v�s�oN �- r ��saec1� �: AB B R EVIATI O N S AN D 5�� �o.
<br /> � E � 4 PLANS ISSUED FOR: �sy, "'" � vi.o.n. EVERETT ���
<br /> � s w a�o �oNST AS-BLT '"�, L �� �---- UTILITIES DEPARTMENT DESIGN CRITERIA
<br /> � 4 ��^ x DATE APRVD ACTION: DATE PRVD ACTION: DATE APRVD ACTION: �L oa09-11 -15 � - �
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