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�T�UCTURAL UB�E�VATIONS: STATEMENT OF SPECIAL INSPECTIONS LIST OF A�BREVIATIONS
<br /> G E�l E RA� f� �T E S 1. STRUCTURAL 08SERVATIONS SNALL BE PROVIDED IN ACCORDANCE WITH TNE 2015 IBC. TNE OWN�R 1. SP�CIAL INSPECTIQNS ARE REQUIRED I��1 ACCORDANCE WITH THE 2015 IBC AS AR�A OF STEEL
<br /> SNALL EMPLOY THE ENGINEER OF RECORD, HIS DESIGNEE, 02 A WASHINGTON R�GISTERFD DESIGN GHAPTER 17. TNE OWNER SHALL ENGAG� THE SERVICES OF A QUALIFIEQ CL CENTERLINE
<br /> G�N�RrAI PRQFESSIC)PIAL TO PERFORM STRUCTURAI OBSERVATIONS, AND WH0 SHALI r�ROVIDE AI L SERVIC�S SPcCIAL INSPECTOR, WHO SNALL PROVIDF AI L SFRVICES NFCESSARY TO MEET CL.R CLEAR E,
<br /> NECF�SARY TO MEET THE IBC STRUCTURAI OBSERVATIONS REQUIREMF_��TS. THE IBC SPECIAL INS�ECTION REQUIREMEi�TS. CLSM CONTROLLED LQW STRENGTH MATERIAL
<br /> T�I�SE NOT�S ARE GENFRAI AND APPLY TO THE ENTIRE PROJECT ALL GROUT SNALL BE NON-SHRINK GROUT, UNLESS INDICATED
<br /> COL COLUMN �,
<br /> �XCEPT WHEft� SPECIFICAI I Y INDICATED OTHERWISE. OTHERWISE. 2. STRUCTURAL C�BSERV/�TIQNS SHALI BE PROVIDED DURING ALI FABRICATION ,�ND CONSTRUCTION ACTIVITIES 2. SPECIAL INSPECTIQNS SHALL BE PROVIDED DURING ALI FABRICATION AND CONC CONCRETE '
<br /> lN ACCORD�NCE WITN THE NOTES AND SCHEDULFS ON THIS QRAWING. CONSTRUCTION ACTIVfTIES IN ACCORDANCE WITH TNE NQTES AND SCHEDULES EA EACH
<br /> STRUCTURAI DIMFNSIONS CONTROI LED BY OR RELATED TO UNLESS OTHERWISE SHOWN CONCR�Tc WALLS AND SLABS SNALL BE ON THIS DRAWIi'�G. EL ELEVATION
<br /> MFCHANICAI OR �I �CTRICAL EQUIPMENT SHALI B� COORI�INATED REINFORCED AS FOLI OWS: �4C�12" EW , CENTEft OF 6" SECTIONS; �5C�12" 3. THE CONTRACTQR SH�LL NOTIFY TNE OWNER AND TH� STRUCTURAL OBSERVER AT LEAST 3 BUSINFSS EW EACH WAY '
<br /> BY THF CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, TYPES, EW, CENTER OF 8" SECTIONS; #4 C� 12" EW EF OF 10" SECTIONS; #5C�12" DaYS PRIOR TO EACN REQUIRED STRUCTURAL OBSERVATION. 3. SP�CIAL INSPECTION F02 TNE MAIN LATFnAL-FORCE-RESISTING SYSTEM AND FRP FI�ERGLASS R�INFOF�CED PLASTIC
<br /> AND PATT�RNS SHAI L B� VERIFIED WITH THE MANUFACTURER. EW EF OF 12" AND THICKER SECTIONS. EXTE�{OR CLADDING SNALI_ BE PROVID�D AS INDICATED BELOW: GAL GALLON
<br /> AI 1 BOI T PATTERNS SHAI I �E TFMPLATED TO ENSURE ACCURACY GALV GLAVANIZED
<br /> OF P��CEM�NT. METAI CLIPS OR SUPPORTS SHaLL NOT �F PLACED IN CONTACT A. WIND AND S�ISMIC FORC� RESIS�ING SYSTFM: HP HIGN POINT
<br /> WITN THE FORMS QR TNc SUBGRADE. C4NCRETE BLOCKS (OR LI_H LONG LEG HORIZQNTAL
<br /> MECNANICAI AND FI �CTRICAI EQUIP��1EiJT SUPPORTS, ANCNO�AGES, QOBIES) SUPPORTING BARS ON SUBGRADE SHALI BE IN SUFFICIENT SGi-iEDULE OF STRUCTURAL OBSERVATIONS 1. STEEL FRAME: SPFCIRL INSP�CTION IS REQUIRED IN ACCORDANCE NJITH �LV LOUG LEG VERTICAL
<br /> OPF_NINGS, R�CFSSES AND REVEAI S NOT SNOW� ON TNE STRUCTURAI NUMBERS TO SUPPORT THE BARS WITNOUT SFTTI EMENT, BUT 1N - AISC 360 CHAPTER N. LP LOW POINT
<br /> DRAN/INGS BUT RF_QUIR�D BY OTHER CONTRACT DRAWINGS, SHAI L BE NO CASE SHALL SUCH SUPPQRT BE CONTINUQUS. MAX MAXIMUM
<br /> PROlIDED FOR PRIOR TO PLACING CONCRETE. 2. STEEL ROOF DIAPNRAGM: PFRIODIC SP�CIAL INSPECTION IS REQUI2FD MIN MINIMUM �
<br /> DOWELS SHRLL BE WIRED OR QTHFRWISE NELD IN POSITION. TNEY DURING WELDING, SCRFW ATTACHMENT, B01 TING, ANCNORING AND OTHER OC ON CENTER � �
<br /> STRUCTURAI DRAWINGS SHAI I BE USED IN COORDINATION WITH SHALL NOT B� SriOVED INTO FRFSr�LY P(J�CFD CONCRETE. WHEN TO OBSERVE WHAT TO OBSFRVE FASTENING OF COMPONENTS. OMF Or�DINARY MOM�NT FRAME
<br /> MECHANICAI , FI ECTRICAL, ARCHITECTURAL, CIVIL DRAWINGS AND SHQP PEMB PRE ENGINEERED METAL BUILDING
<br /> DRAWINGS PRQVID�D BY MANUFACTURERS QF EQUIPMENT. UNLESS OTHERWISE INDICATED ON TNE DRAWINGS, LAPS OF -- 3. EXTERIOR WALI S: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR
<br /> REINFORCEMENT SHALL BE AS SNOWN ON DETAIL 1 S283. FOUNDATIUNS PLF POU�IQS PER LINEAR FOOT
<br /> STRUCTUR�S NAV� BEEN DFSIGNED �OR QPERATIONAL, HYDROSTATIC, NAIIING, SCRFW ATTACHMFNT, BO�TING, ANCHORING AND OTHER FAST�NING �S STAINLESS STEE� '
<br /> AND BACKFII L LOADS ON TNE COMPLETFD STRUCTURFS. THE I OCATE TWO 3/4 INCH GALVANIZF_D 21CHMONI� ROCKET INSERTS, OF COMPON�NTS. T4C TOP OF CONCRETE
<br /> PRIOR TO THE FIRST CONCRETF POUR BUT RFVIEW AREAS 0� PARTICULAR CONCERN SUCN
<br /> STRUCTUR�S HAV� NOT BF_F_N DFSIGNFD TO RESIST THESE IOADS NOHMANN & BARNARD Oft EQUAL, STRADDLING C�NTERLINE OF � TYP TYPICAL
<br /> WHiI F ONI Y PARTIALI Y CONSTRUCTED. DURING CONSTRUCTION, THE EQUIPMENT OVFR ALL PUMPS, METERS OR OTNER MECHANICAL AF�TFR F�LACEMENT OF REINFQRCING IS AS HIGNLY CONGESTFD AREAS OR ANY 4. WAI I CONNECTIONS TO STEFL FRAMES: PFRIODIC SPECIAL INSPECTION IS UNO UNLESS NOTFD OTH�RWISE
<br /> STRUCTUR�S SHAi I BE PROTECTED FROM AI L CONSTR�CTION LOADS UNITS OF MORE THAN 100 LBS, FOR (NSERTING I IFTING �YES IF UNDERWAY MECHAi�IICALLY-COUPLED SPLICES AND CNECK REQUIRED FOR BOLTING, WELDING, A�iCHORING AND OTHFR FASTEUING OF WSTP WATERSTOP
<br /> BY BRACING AND BAI�NCING UNTIL ALL STRUCTURA� ELEMENTS ARE IN NOT OTHERWISE INDICATFD. TNAT APPROVED PLACING P�ANS ARE BEING WAI LS TO STE�I �RqMES.
<br /> PIAC�, ANp Af L CONCRcT� NAS REACHED THE SPECIFIED 28 DAY USED.
<br /> COMPRF_SSIVF_ ST�FNGTH. OVFRLOaDING QF ANY STRUCTURAL REINFORCING BARS AND ACCESSORIFS SHAI I �IOT BF IN CONTACT 5. WAI L CONNECTIONS TO THE FOUNDATION: SPECIAL INSPECTION FOR AI I
<br /> �I �MFNT IS PRQHIBIT�D. �VITH ANY PIPF, PIPF_ F�NGE OR METAL PARTS FMBEDDED IN REVIE4V ANCHOR BOLT PLACEMENT AND CONCRFTF ANCHOR INSTAL�TION IS REQUIRED IN ACCORDANCE WITH THE
<br /> CONCRETE, A MINIiNUM OF 2 INCHES Cf FARANC� SHAL� BE PLACEMFNT OF HOLD-DOWN BOLTS OR STEEL APP�ICABLE ICC OR IAPMO EVA�UATION REPORT. PERIODIC SPECIAL -
<br /> UNI FSS OTH�RWISF_ SHQWN, ON AI I_ STRUCTURAL DRAWINGS TNF PROVIDED AT ALI TIMES. EMBEDS. INSPECTION IS REQUIRFD FOR SCR�W A�ACNMENT, BOLTING, ANCHORING ,
<br /> FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS, %��y��l� AND OTNFR FASTENING OF THF HOLD-DOWNS TO THE ANCHOR B01 TS AND ` .�
<br /> INDICaTI�G FITriER GROUND SURFAGE, TQP OF CONCRETE S�B, OR AI L ITEMS EMI3EDDED IN CONCRETE SHALL BE SPACED ON CENTER RFVIEW INSTALLATION OF WALL DOWE�S. TO THE WALL STUDS. �
<br /> AC PAV�M�NT. FOR DETAII S OF FlNISH SURFACES SEE CIVIL AND AT LEAST 3 TIMES TNEIR OUTSIDE DIMENSION. TNE OUTSIDE DI�ENSION
<br /> ARCHIT�CTURAI DRAWINGS. SHALL NOT EXCEED ONE THIRD OF THE MFMBER THICKNESS B. ROOF, 4VALL, AND SOFFIT C�DDING:
<br /> STE�L FRAMING 1. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING WELDING,
<br /> DETAILS ON TN� FOLI OWING SHHFTS ARE PART OF MWH'S STRUCTURAI STANDARI� ELECTRICAI CONDUIT EMBEDDED IN CONCRETE SNALL NOT BE SPACED NAILING SCREW A�ACHMENT, BOLTING, ANCNORING AfVD �TNER
<br /> DETAI�S. TN�S� DETAfLS AR� TQ BE USED WHEN REFFRENCED TO OR WHFN NO CLOSER THAN 3 OUTSIDE DIAMETFRS ON CENTER. AFTER COLUMNS HAVE BEEN ERECTED AND OBSERVE THE WORK IN PROGR�SS, MEET WITH '
<br /> OTHcR MOR� RESTRICTIVE [�FTAII S ARF WDICATED ON THE DRAWINGS. PLUM3ED, AND BOLT TIGHTFNING AND JOINT SPECIAI INSPECTORS FOft THE WFI DING AND FASTENING OF COMPOUENTS.
<br /> UNLFSS OTHERWCSE SNOWN ON THc DRAWINGS CONCRETE VVFLDING IS UNDERWAY. BOLT TIGHTENING OPFRATIONS, PAY PARTICULAR
<br /> S282 COV�R FOR REINFORCING BARS SHAI L BE AS FOLI_OWS: ATT�NTION TO THE PROCEDURES USED FOR C. MECHANICAL AND ELFCTRICAL CO�PONENTS AS NOTED BEI OW:
<br /> S283 WELDING OF MOMENT FRAME JOINTS.
<br /> S284 FOR CONCR�T� PLAC�D AGAINST EARTH 1. PERIODIC SPECIAL INS�ECTION IS REQUIR�D DURING THE ANCHORAGE OF
<br /> S285 (SEE CONSTRUCTION JOINT DETAILS FOR ELECTRICAL EQUIP�ENT FOR EMERGENCY OR STANDBY POWER SYSTEMS
<br /> S401 THIN S1�,BS-ON-GRAdE. BOTTOM COVER �
<br /> MAY BE LESS THAN 3�� IF SO INDICATED) 3° AFTER STEEL DECK IS IN PLAC�. CHcCK TNAT THE WEI QING PROCEDURES HAVE 2. PERIQDIC SPECIAL INSPECTION IS REQUfRED DURING THE INSTAI LATION OF
<br /> BFEN QUA�IFIED BY TriE INSPECTOR. ANCHORAGF OF OTH�r� ELECTRICAI �QUIPMENT. �`"
<br /> ,.:q,
<br /> STRUCTURAL ST�EL FOR SURFACES IN CONTACT WITH WATER oR WEATHER „ 3. PERIODIC SPECIA� INSPECTIQN IS REQUIRED DURING THE INSTALLATION OF
<br /> AND FORMED SURFACFS IN CONTACT WITr� EARTH 2
<br /> STEEL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND CONCRETE CONSTRUCTION VIBRATION ISOLATION SYSTEMS.
<br /> STANDARDS AS CONTRINED IN THE FOURTEFI�TH EDITION OF TNE � FOR CONCRcTF_ NOT F_XPOSED TO WEATH�R, ,
<br /> STEEI CONSTRUCTION MANUAI . OR IN CONTACT WITN WATER OR EARTH 1 1/2" PF�IOR TO TNE FIRST C(�NCRETE POUR, BUT REVIEW AREAS OF PARTICULAR CONCERN SUCH 4. ADDITIONAL SPECIAL INSPECTIONS SHALI BE PROVIDFD WHERF REQUIRF_D
<br /> UNLESS OTH�RWISE NOTED, WALLS ANQ S�ABS SHOWN WITH A SINGLc A�ER r�LACEMENT OF REINFORCING IS WE�L AS HIGHLY CONGFSTED Ar�EAS OR ANY BY THE 2015 IBC CHAPTER 17.
<br /> STRUCTURAI WfDE FLANG� SHAPFS SHALI BE STEEL MEETING ASTM LAYER QF REINFORCEMENT SHAI L HAVF THAT RE{NFORCEMENT UNDERW�,Y. MECHANICALLY-COUPLED SPLIC�S AND CrIECK
<br /> A-992 SP�CIFICATIONS. CENTERED THAT APP�OVED PLACING PLANS AR� BEING
<br /> USED. DFFINITIONS
<br /> OTH�R SnAPFS, BARS, P�TFS aND SHEETS SHALI BE OF STEEL MEETING S�BS WITH SLOPING S�RFACFS SHALI HAVE THF INDICATED SCAB 1. REFER TO SECTION 1702 AND CHaPTER 2 OF THF_ 2015 IBC FOR D�FI�fIT14N OF TERMS
<br /> ASTM A-36 SPECIFICATIONS. THICKNESS MAINTAIN�D AS TNF MINIMUM. SLAB BQTTOMS MAY REVIEW ANCNOR BOLT PLAGEMENT AND APPICABLE TO SPECIAI INSPECTIONS AND STRUCTURAL OBS�RVATIONS.
<br /> PIPE, �IPF COLUMNS, ANI� B01 LARDS SHALL BE OF STEEL MEETING ASTM EITHF_R SLOPE WITN THE TOP SURFACE OR BE L�VEL. REINFORCiNG PU-�CEMENT OF HOLD-DOWN BOLTS OR STEEI
<br /> A-53, TYP� � OR S, GRAD� B STANDARD WEIGHT, UNO IN S�BS WITH SLOPING SURFACES SHALL BE PACED AT THE EMBEDS. A. SPEGIFIC DEFINITIONS � �
<br /> �EQUIRFD CLEAr�ANCE FROM THE SLAB SURFACES. ;
<br /> NSS SHAI I BE OF STE�I MFFTING ASTM A-500 GftADE B. DURING PLt�CEMENT OF SLAB/BEAM/JOIST THc ENGINEER MAY EI ECT TO P�RSONAI LY HIGH STR�NGTH BOLT AN ASTM A325 OR A490 BOLT, AN ASTM F1852 TWIST-OFF-TYPE
<br /> GEN�RA� DESIGN CRITERIA REINFORCEMENT. OBSERVE CONCRETE PLACEMENT FOR CRITICAI TENSIO�!-�ONTROL BOLT 0� AN ALTERNATIVE-DESIGN FASTENER THAT
<br /> ST�EI JOISTS, BEAMS, AND GIRDF_RS SHALL NOT BE R�LOCATED - STRIJCTURAL EI EMENTS. MEETS THE �nEQUIREMcI�iTS IN AISC 360 SECTION 2.8.
<br /> WITNOUT APPROVAL BY TH� �NGIN�ER. DESIGN IN ACCQRDANCE WITH THE 2015 EDITION OF THE INTERNATIONAL
<br /> ALI W�i DWG SHAI L BE BY THF SHIEI DED ARC METHOD AND SHALI BUII DING CODE,rEXC�PT WNFRE OTH�R APPI ICaB�E CODES OR THF
<br /> CONFORM TO aWS COD� �OR ARC AND GAS WELDING IN BUILDING FOLLQWING NOT�S ARF MOR� RESTRICTIv�. CONTRACTOR RESPONSIBI�ITY
<br /> CONSTRUCTION. QUAI IFICATIONS OF WFLDERS SHALL BE IN ACCORDANCE I OqDINGS:
<br /> WITH TN� SPECIFICATIONS FOR STANDARD QUALIFICATION PROCEDURE 1. EACH CONTRACTOR RESPONSIBLE FOR THE FABRICATION OR CONSTRUCTION OF A MAIN
<br /> OF TH� aWS. SOII LOADS: WIND-FORCE-RESISTING SYST�M OR MAIN SEISMIC-FORCE RESISTING SYSTEM
<br /> OR COMPONENT USTED ABOVE SHALL SUB411T A WRITTEN STATEMENT OF RESPONSIBILITY
<br /> CONCRFTF �EXCF_PT PRFCAST CONCRETL� ALLOWABLE BEARING PRESSURE (BEARING ON STRUCTURAL FILL) TO TH� BUILDING OFFICIAL AND OWNFR PRIOR TO THE COMMENCEMENT OF WORK ON
<br /> DEAD PLUS LNE (PSi): ----------------------- 3,OOQ TNE SYSTEM OR COMPONENT. TNE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL �
<br /> UNL�SS OTH�RWIS� NOTED OR SPECIFIED, ALI STRUCTURAL CONCRETE ALL LOADS (W/WIND & SEISMIC) (PSF} ---------------- 4,000 CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED 4�
<br /> SHALL D�VE�OP A MINfMUM COM�RESSIVE STRENGTH OF 45Q0 PSI ALIOWABLE BEA�ING PRESSURE (B�ARING ON GLACIAL TILL) IN TNE STATEM�NT OF SPEC{AL INSPECTIONS. ' �
<br /> IN 28 DAYS. D�AD PLUS LIVE (PSF): ---------------------- 8,Q00
<br /> ALL LOADS (W/WIND & SEISM�C) (PSF) -_______________ g,000
<br /> REI�FORCEMcNT STF_EL SHALI BE DEFORMEQ BARS CONFORMING IN FROST DEPTH (INCHcS}: ---------------------------- 18 •'
<br /> QUALITY TO TH� REQUIREM�NTS OF ASTi� A-615, "SPECIFICATIONS FOR �
<br /> DEFORM�D BII_L�T-STEFI BARS FOR CONCRETE REINFORCEMENT", INSPECTION OF STRUCTURAL ST�EL CONSTRUCTION
<br /> GRAD� 60
<br /> 1. SPECIAL INSPECTION FOR STRUCTURAI STEEL SHAI L B� IN ACCORDANCE WITH THE QUALIT`( ASSURANCE AND
<br /> ALI DET,�II ING, �ABRICATION AND PL4CING OF REINFORCING BARS, FLOOR LIVE I OADS: QUALITY CONTROL INSPECTION REQUIREMENTS OF AISC 36Q.
<br /> UNL�SS OTH�RWIS� WDICaTED, SHALI BE IN ACCORDANCE WITH UNIFORM LIVE LOAD (PSF); ------------------------- 250
<br /> AGI-315, "MANUAL OF STAN�ARD PRACTICE FOR DETAIi-ING REINFORCED REDUCED LIVE I OAD (PSF): --------------------------- N/A 2. THE CONTRACTOR IS RESPONSI�I E FOR QUALITY CONTROL P�OCEDUR�S IN ACCORDANCE WITH THE
<br /> CONCR�T� STRUCTURES", LAT�ST EDITlON. CONCENTRATED LOAD (�B): --------------------------- 1,000 REQUIREMENTS OF AISC 360 CHAPTER N.
<br /> IMPACT LOAD (� 0� LOAD): ----------------------- 30 �=
<br /> TOL�RANC�S IN P�CING R�WFORCEMENT SNAi L BE: 3. THE INSPECTION TA�LES AND NOTES PROVIDED ON THIS SHEET ARE INTENDED ONLY TO ASSIST THE fi�
<br /> +`- 3/8 INCH FOR M�MBERS WITH D�PTH D </= 8 INCHES ROOF LIVE LOADS: CONSTRUCTION PERSONNEI_ IN IDENTIFYING QUAL4TY CONTROL AND QUALITY ASSURANCE INSPECTION ` `_
<br /> +/- 1/2 INCH FOR MEM�ERS WITH DF�TH D > 8 INCHES REQl11REMENTS. TNE REQUIREMENTS OF AISC 360 CHAPTER N ARE MINIMUM REQUIREMENTS, AND THE
<br /> ROOF LNE LOAD (PSF): --- -- ------------ 20 QUALITY CONTROL lNSPECTOR(S) AND QUAI ITY ASSURANCE INSPECTOR(S} ARF RESPONSIBLE FOR MEETING �
<br /> ALI CONSTRUCTION JOINTS, SiiA�L sE ROUGH AND THOROUGHLY ALL REQU(REMENTS OF AISC 300 CNAPTER N, WHETHER INDICATED ON THIS SHFFT OR NOT. IF ANY .
<br /> C�FAN�D �OR BOND. INSPECTIOi�S ARE REQUIRED IN ADQITION TO THE AISC 360 CHAPTER N INSPECTIONS, SUCH INSPECTIONS •
<br /> ROOF SNOW L.OAD DATA: AftF INDICATED ON THIS SHEET. IF A DISCREPANCY EXISTS BETWEEN THE REQUIRE��iENTS OF AISC 360
<br /> I OCATION 0� A�L CONSTRUCTION JOINTS SHALL BE AS SHOWN ON THE GROUND S�IQW LOAD (PSF): ------------------------- 25 CHAPTER N ANQ TNE REQIJIREMcNTS OF TNlS DRAWING, TNF MORE STRINGENT REQUIREMENT SNALI APPLY,
<br /> DRAWINGS 0� APPROV�D BY TH� ENGINEER. AI I_ CONSTRUCTION JOINTS FI�T ROOF SNOW LOAD (PSF): --------------------- 21 UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER OF RFCORD.
<br /> LOCATED ON TH� DRAWINGS OR REQUIRED FOR C4NSTRUCTION, BUT NOT SNOW EXPOSURE FACTOR - --------------- 0.9
<br /> SHOWN ON THE DRANlINGS, SHALL HAVE A 6" FLATSTRIP WAT�RSTOP, IF SNOW LOAD I�'NPORTANCE FACTOR ------------------- 1.1
<br /> IN CONTACT WITH WATER. IN ADDITION, JOINTS IN ALL SLABS COVERED TNERMAL FACTOR ------- - ----------- 1.2
<br /> WITH WATER, SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP AND A �
<br /> ScAI�,NT GROOVE.
<br /> � NtIND DESIGN DATA � `��
<br /> (�pW�I S, PIP�, WATERSTOPS AND OTH�R INSTALL�D MAT�RIALS AND ULTIMAT� DESIGN WIND SPE�D Vult (MPH): --------------- 115 ;�'
<br /> ACCESSORI�S SHAL�- BE HELD SECUR�LY IN POSITION WHII�E NOMINAL DESIGN WIND SP�ED Vasd (MPH): ---------------- 89 `•
<br /> CONCRcTE IS BEING �L,�CED. RISK CATEGORY: ------------------- III
<br /> WIND EXPOSURE: ------------ -- C �
<br /> UNL�SS OTHcr2NlIS� INDICATED, ASIDE FROM NORMAL ACCESSORIES IiVTERNAL PRESSURE COEFFICI��T (PSF): --------------- 0 .
<br /> US�D TO HOLD REWFORCING BARS FIRMLY IN POSITION, THE COMPONENTS AND CIADDING (PSF): ------------------- PER ASCF 7-10 FIG 30.8-1 ,
<br /> FO�LONlING SHAI I BE ADDED: USE CLEAR FLOW
<br /> A) IN SI�BS �`5 RISFR BARS AT 36 WCHES OC MAXIMUM TO COEFFICIENTS
<br /> SUPPORT TOP R�INFORCING BARS.
<br /> EARTHQUAKE QESIGN UATA
<br /> B) IN WaL�S WITH 2 CURTAINS �3 U OR Z SHAPE SPAC�RS RISK CATEGORY: ------- - ------------ III
<br /> AT 6 F��T OC EACH WAY. SEISMIC IMPO�TANCE FACTOR (le) -------------------- 1.2.5
<br /> V�RTICAL REINfORCEMcNT FOR CONCRETF OR MASONRY SHALL SHORT P�RIOD MAPPED SPECTRAI RESPONSF_ PARAMFTER Ss); ----- 1.�4
<br /> BE SPLICED WITN DOW�I BARS OF THE SAME SIZE AND SPACING ONE SFCOND MAPPED SPECTRAL RESPONSEr PARAMETER (S1� __-^_-___ 0.56
<br /> F R O M T H� F O U N D A T I O N U S I N G A S T A N D A R D S P L I C E L E N G T H S N O R T D_S I G N S P�C T R A L R E S P O i y S E P A R A��_T E R (S d s�: 0.9 6 ,� .
<br /> UNL�SS INDICAT�D OTHcRWISF. ON� SECOND D�SIGN SPECTRAL RESPONSE PARAMFTER (Sd1): ------- 0.49
<br /> SITE C�SS: --�--�--�----�----�------------ --- C `
<br /> SrA��,NT SNALL BE PLAC�D AT THE TOP OF ALL JQINTS R�CEIVING SEISMIC DFSIGN CATEGORY: ------------------- D
<br /> �XPANSION JOINT �II I FR. SF_A�NT DEPTH SHALL BE THE JQINT FILI BASIC SEISiNIC-FORCE-RESISTING SYSTEM: ------------------ STccL O�F ''
<br /> THICKNESS OR 1/2", WNICNEVER IS L�SS. DESIGN BASE SHEAR: ----- ---------- T8D '
<br /> SEISiNiC R�SPONSE COEFFICIENT (Cs): ------------------- 0.35
<br /> RESPONSE MODIFICATION COEF�ICIENT (R): ------------------ 3.5
<br /> ANALYSIS PROCEDURE: ----------------------------- EQUIVALENT 1�iT��AL FORCE
<br /> 0 - �� ���� �
<br /> 100 /o DESIGN ISSUED FOR CC�NSTRUCTION ,
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APP�OVED DATE DRAWN DATE SUBTIT�E CURRENT REVISION SYM�OL DAT= .
<br /> � E. �, ACC�PTABILITY �ERKINS 3.20.18
<br /> - ��g ,��,�. � _ STRUCTURAL GENERAL N�TES o�i� 3.20,18 �
<br /> wAs THIS D�SIGN AND/OR CHFCKED
<br /> `�"4� � I� SPECIFICATION IS APPROVED PALMER 3.20.18 s�iEET
<br /> - � �"� � u3 ENciNe�� Tir'-= WASTEWATER TREATMENT PLANT
<br /> � p APPROVED BY D_PT. DATE PERKINS 3.ZO.18
<br /> CHECKED �2�
<br /> r- WEAKLEY 3.20.18 �U I L D I N G 45'O V
<br /> �O 530�8 '�v APPROVED JOB N0. COMP N0.
<br /> �'� ��G jST�g�° �� WEAKLEY 3.20,18 10505451
<br /> �
<br /> �sj�NAL �� APPROVED DWG N0.
<br /> NARRIS 3.20.�8 STRUCTURAL. MASTER EVERETT, WA 45-08-S2a
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