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<br /> GEf� ERA� GE� E�,A� �JflTES STRU �TURA� � BSER�/�T O �J � . STATENIE �IT OF SPE� A� �ISPECT C� I� S �.
<br /> ! 3. STRUCTURAL L�65ERVATIONS SHALL BE PROVIQED IN ACCOR�ANCE WITH THE 2012 IBC. 1. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH THE 2012 18C �
<br /> ! THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PROJECT ALL GROUT SHALL BE N�I�-SHRINK GROUT, UNLESS INDICATED THE pWNEft SHALL EMPLOY THE ENGINEER OF RE�4R0, HIS DESIGNEE, OR A WASHINGTON CHAPTER 17. THE OWNER SHALL ENGAGE THE SERVICES OF A QUALIFIED
<br /> � EXCEPT WHERE SPECIFICALLY INDICATEU QTHERWISE. QTHERWISE.
<br /> REGISTERED DESIGN PRQFESSICINAL TO PERFORM STRUCTURAL OBSERVATIONS, AND SPECIAL INSPECTOR, WHa SHALL PROVIDE ALL SERVICES NECESSARY TO MEET
<br /> STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TQ UNLESS OTHERWISE SH�WN CONCRETE WALLS AND SLABS SHALL BE WHO SHALL PRQVIDE ALL SERVICES NECESSARY TQ MEET THE 18G STRUCTURAL THE IBC SPECIAL INSPECTION REQUIREME�TS.
<br /> MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE COORDINATED REINFORCED AS FOLLOWS: #4C�12" EW , CENTER OF 6n 5ECTIONS; #5C�12" OBSERVATIQN5 REQUIREMENT5,
<br /> BY THE CONTRACTOR PRIOR TO CONSTRUCTION. BOLT SIZES, IYPES, EW, CENTER OF 8" SECTIONS; �4 C� �2" EW EF OF 10" SECTIC}NS; �5C�12" 2. SPECIAL INSPECTIONS SHALL BE PROVIDED DURING ALL FABRICATION ANQ
<br /> Q AND PATfERNS SHALL BE VERIFIED WITH THE MANUFACTURER. EW EF OF 12" AND TNICKER SECTIONS. 2. STRUCTURAL {7BSERVATIONS SHALL BE PROVIDEQ DURING ALL FABRICATION AND CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE NOTES AND SCHEDULES
<br /> �- ALL BOLT PATTERNS SHALL BE TEMPLATED TO INSIJRE ACCURAGY CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH THE NOTES AND SCHEDULES ON THIS DRAWING.
<br /> N OF PLACEMENT. METAL CLIPS OR SUPP4RTS SHALL NOT BE PLACED IN CONTACT ON THIS DRAWING.
<br /> � wITH THE FQRMS OR THE SUBGRADE. C�NCRETE BLOGKS (OR 3. SPECIAL INSPECTION FOR THE MAIN WIND-FORCE-RESISTING SYSTEM AND
<br /> � MECHANICAL AND ELECTRICAL EQUIPMENT SUPPQRTS, ANCHORAGES, DOBIES� SUPPQRTING BARS ON SUBGRADE SHALL BE IN SUFFICIENT 3. THE GONTRACTQR SHALL NCtTIFY THE OWNER AND THE STRUCTURAL OBSERVE� AT LEAST 3 EXTERI�R CLADDING SHALL BE PR41!IDED AS INDI�ATED BELOW: � '
<br /> `� OPENINGS, RECESSES AND REVEALS NOT SHOINN OhJ THE STRUCTURAL NUMBERS TO SUPPt�RT THE BARS tNITHOUT SETfLEMENT, BUT IN
<br /> � DRAWINGS BUT REQUIRED BY OTHER CQNTRACT QRAWI(�GS, SHALL BE NO CASE SHALL SUCH SUPPORT BE CONTII�UOUS. BUSINESS DAYS PRIQR Ta ERCH REQUIRED STRUCTURAL OBSERVATION. .
<br /> A. 4VIND FQRCE RESISTING SYSTEM:
<br /> � PROVIDED FOR PRIOR TO PLACING CQNCRETE. •
<br /> DOWELS SHALL 8E WIRED OR QTHERWISE HELD IN POSITIO�S. THEY �� H �Q t� LE �.J � �T I � � �T U �t�1 L � lJ� E� '4�/�iT � ( `� � 1 SABLE 17p4 3, SPECIAL INSPECTIC}N IS REQUIRED IN ACCORDANCE WI1H •
<br /> � STRUCTURAL DRAWINGS SHALL BE USED IN C04RQINATION WITH SHALL NOT BE SHOVED INT4 FRESHLY PLACED CONCRETE.
<br /> MECHANICAL, ELECTRICAL, ARCHITECTURAL, CIVIL QRAWINGS ANQ SH4P
<br /> Q DRAWINGS PROVIDED BY MANUFACTURER5 OF EQUIPMENT. UNLESS QTHERWISE INdICATED QN THE DRAWINGS, LA�'S OF 2. EXTERIOR WALLS: PERIODIC SPECIAL INSPECTION IS REQUIRED FOR
<br /> � REINFORGEMENT SHALL BE AS SH�WN �N DEfAIL � / 5284. NAILING, SCREW ATTRCHMENT, �QLTING, ANCHQRING AND OTHER FASTENING
<br /> STRUCTURES HAVE BEEN DESIGNED F4R OPERATIONAL, HYDROSTATIC, WHEN TO OBSERVE � WHAT TO OBSERVE OF COMP{�NENTS,
<br /> AND BACKFILL LOADS ON THE CQMPLETED STRl9CTURES, THE LQCATE TNlQ 3/4 INCH GALVANIZEt7 RICHMOND ROCKET INSERT5,
<br /> STRUCTURES HAVE NOT BEEN DESIGNED TQ RESI5T THE5E LQADS HOHMANN & BARNARD OR EQUAL, STRADDLING CENTERLINE QF 3. WALL CONNECTIONS TO STEEL FRAMES: PERIODIC SPECIAL INSPECTION IS
<br /> WHILE ONLY PARTIALLY CONSTRUCTED. DURING GONSTRUGTION, TNE EQUIPMENT QVE� ALL PUMPS, METERS OR OTHER MECHANICAL FOUNDATIONS REQUIRED FOR BCILTING, YVELdING, ANCHORING AND QTHER FASTENING OF
<br /> STRUCTURES SHALL BE PROTECTED FROM ALL CONSTRUCTION LOADS UNITS �F M�7RE THAN 100 LBS, FOR INSERTING LIFTING EYES IF WALLS TO STEEL FRAMES.
<br /> BY BRACING AND BALANCING UNTIL ALL ST€�UGTURAL ELEMENTS A�E IN NOT OTHERWISE INDICATED. PRIOR TO THE FIRST C�NCRETE POUR, �UT REVIEW AREAS OF PARTICULAR CONCERN SUCH �
<br /> PLACE, AND ALL CONCRETE HAS REACHED THE SPECIFIED 28 LtAY RFTER PLACEMENT QF REINFURCING IS :AS HIGHLY C4NGESTEO AREAS �R ANY B. ROOF, WALL, AND SOFFIT CLADDING: ;
<br /> COMPRESSNE STRENGTH. OVERLOADI(VG OF ANY STRUCTURAL REINFORGING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT UNDERWAY MECHANICALLY-CDUPLED SPLIGES AND CHECK �
<br /> � ELEMENT IS PROHIBITED. WITH AhJY PIPE, PI@E FLA�dGE OR METAL PARTS EMBEQDED IN THAT APPROVED PLACING PLAN5 ARE �EIlVG 1. PERIODIC SPECIAL INSPECTION IS REQUIRED �URING WELDING,
<br /> CQNC��E, A MINIMUM QF 2 INCHES CLEARAI�CE SHALL BE ��Ep NAILING, SCREW ATTACHMENT, B�?LTING, ANCHORING AND QTHER •
<br /> UNLESS OTHERWISE SHOWN, ON ALL STRUCTURAL aRAWINGS THE PROVIQEQ AT ALL TIMES. FASTENING OF COMPONENTS. •
<br /> � FINISHED GRADE AROUND STRUCTURES IS SHOWN THUS, f�i� ' C. SEISMIC FQRCE RESISTING SYST�M:
<br /> INDICATING EITHER GROUND SURFACE, TOP �JF CONCRETE SLAB, OR ALL ITEMS EMBEDDED IN CCINCREfE SHALL BE SPACED QN CENTER REVIEW ANCHQR BOLT PLACEMENT AND
<br /> � AC PAVEMENT. FOR DETRILS OF FINISH SURFACES SEE CIVIL AND AT LEAST 4 TIMES THEIR OUTSIDE QIMENSIflN. THE OUTSIDE DIMENSION f�LACEMENT QF HQLD-DOWN BOLTS OR STEEL 1. CQLUMN CONNECTIONS TO THE FOUNOATION: SPECIAL INSPECTION FOR ALL
<br /> �- ARCHITECTURAL DRAWINGS. SHALL NOT EXCEED ONE THIRD OF THE MEMBER THICKNESS EMBEDS. CONCREfE ANCHOR INSTALLATION WHERE REQUIRED IN ACCORDANCE WITH BC
<br /> � ELE�TRICRL CQNDUIT EMBEDDED IN CONCRETE SHALL NOT BE S�'ACED TABLE 1705.3.
<br /> ? S T R U C T U RA �T E E CLQSER THAN 3 OUTSIDE DIAME7ER5 ON CENTER.
<br /> D. MECHANICAL AND ELECTRICAL COMPONENTS AS NOTED BELOW:
<br /> UNLESS OTHERWISE SHQWN ON THE QRAWINGS CONGRETE STEEL FRAMING 1. PERIODIG SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION OF "
<br /> STEEL CONSTRUCTION SHALL CONFORM TQ THE SPECIFICATIONS AND COVER FQR REINFORCING BARS SHALL BE AS FOLLQWS: ANCHORAGE OF OTHER ELECTRICAL EQUIPMENT. �
<br /> STANDARDS AS CONTAWED IN THE FOURTEENTH EDITION OF THE AISC AFTER THE FIRST TIER HAS BEEN ERECTED AND OBSERVE THE WORK IN PROGRESS, MEET WITH � �
<br /> i MANUAL OF STEEL CONSTRUCTION. FQR CONCRETE PLACED AGAINST EARTH PLUMBED, AND BOLT TIGHTENING AND JQINT SPECIAL INSPECTORS F4R THE WEL171NG ANO 2, PERIQDIC SPECIAL INSPECTION IS REQUIRED DURING THE INSTALLATION QF
<br /> SEE CONSTRUCTIQN JOINT DETAILS FOR 4VELDING 15 UNDERWAY. BC1LT TIGHTENING QPERATIONS, PAY P,4RTICULRR VIBRATION ISOLATIQN SYSTEMS. ,
<br /> STRUCTURAL WIDE FLANGE SHAPES SHALL BE STEEL MEEfING ASTM THIN SLABS-ON-GRADE. BOTTflM COVER ATfENTIUN TQ THE PROCEDURES USED FOR �
<br /> A-992 SPECIFICATIONS, MAY BE LESS THAN 3" IF SO INDICATED 3" WELDING QF MOMENT FRAME J(71NTS, 4. AQDITIONAL SPECIAL INSPECTIONS SHALL BE PRQVIDED WHERE REQUIRED
<br /> BY THE 2�12 IBC CHAPTER 17.
<br /> OTHER SHAPES, BARS, PLATES AND SHEETS SHALL BE OF STEEL MEETING FOR SURFACES IN CONTACT WITH WATER (3R WEATHE�
<br /> ASTM A-36 SPECIFICATIONS. AND FORMED SURFACE5 IN CONTACT WITH EARTH 2" �Q��RETE CQCJSTRUCTI�N LJ E�I � T I � ! V �
<br /> PIPE, PIPE COLUMNS, AND BOLLARDS SHALL BE C�F STEEL MEETING ASTM F4R GONCRETE NOT EXPC7SEC� TO WEATHER,
<br /> A-53, TYPE E OR S, GRADE B STANDARO WEIGHT, UNO QR IN CQ�dTACT WITH WATER OR EARTH 1 1/2"' PRIOR TO THE FIRST CQNCRETE POUR, BUT REVIEW AREAS OF PARTICU�.�,R CONCERN SUCH i. REFEft TO SECTION 1702 AND CHAPTER 2 OF THE 2012 IBC FOR DEFINITION OF TERMS
<br /> AFTER PLACEMENT OF REINFORCING IS N1ELL AS HIGHLY C(}NGESTED AREAS OR ANY APPICABLE TQ SPECIAL INSPECTI�NS AND STRUCTEJRAL OBSERVATIONS.
<br /> HSS SHALL BE OF STEEL MEEfWG ASTM A-5Q(} GRADE B. UNLESS OTHERWISE NOTED, WALLS AND SLABS SHQWN WITH A SINGLE UNDERWAY. MEGHANICALLY-C4UPLED SPLICES AND CHECK
<br /> LAYER flF REINFORCEMENT SHALL HAVE THAT REINFORCEMENT THAT APPRQVEfl PLACING PLANS ARE BEING A. SPECIFIG DEFIf�ITIONS
<br /> STEEL JOISTS, BEAMS, AND GIRDERS SHALL NOT 8E RELOCATED CENTERED USED.
<br /> WITHOUT APPROVAL BY THE ENGINEER. HIGH STRENGTH BOLT AN ASTM A325 OR A490 BOLT, AN ASTM F1852 '
<br /> , SLABS WITH SLOPING St1RFA�E5 SHALL HAVE THE INDICATED SLAB TWIST-OFF-IYPE TENSION-CONTRC3L BOLT OF AN
<br /> REVIEW ANGH4R 80LT PLACEMENT AND �
<br /> ALL WELDING SHALL BE BY THE SHIELDEQ ARC METHOD AND SHALL THICKNES5 MRINTRINED AS THE MINIMIJM. SLAB BOITOMS MAY ALTERNATIVE-DESIGN FASTENER THAT MEEfS THE
<br /> CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN �UILDING EITHER SLdPE IMITH THE TOP SURFACE OR BE LE�/EL. REINFQRCING PLACEMENT OF HOLD-DOWN BOLTS QR STEEL REQUIREMENTS IN AISC 360 SECTION 2.8. '
<br /> CONSTRUCTION. QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDA�ICE IN SLABS WITH SLOPING SURFACES SHALL BE PLACED AT THE EMBEDS.
<br /> WITH THE SPECIFICATIONS FOR STANDARD QUALIFICATION PRQCEDURE REQUIRED CLEARANCE FROM THE SLAB SURFACES. -
<br /> OF THE AWS. DURING PLACEMENT t�F SLAB, THE ENGINEER MAY ELECT TO PERSQNALLY �OIVT�f�1l�T�.J � � E� �l.,ll `d � U LITY
<br /> E E �I� V E� I �.7 I 'V C I \ T E I \ (r1 U�SERVE CONGRETE PLACEMENT FOR CRITICAL
<br /> C 0 C R ETE � EX C E PT P R ECAST � 1� � �T���T���� E�E�ENTs.
<br /> i. EACH C�NTRACTOR F?ESPt�NSIBLE FOR THE FABRICATIOh! OR C4NSTRUGTION OF A MAIN
<br /> C 0 N C R ET E) QESIGN IN ACCORDANCE WITH THE 2012 EDITIO�! OF THE INTERNATIONAL WI�1D-FORCE-RESISTING SYSTEM OR MAIN SEISMIC-FORGE RESISTING SYSTEM
<br /> BUILDING CODE, EXCEPT WHERE OTHER APPLICABLE CODES OR THE OR �OMPONENT LISTED ABOVE SHALL SUBMIT A WRITTEN STATEMENT UF RESPONSIBILIIY
<br /> FOLLOWING NOTES ARE MORE RESTRICTIVE. , :;TO THE BUILDING OFFICIAL AND OWNER PRIQR TO THE CQMMENCEMENT QF WORK QN
<br /> UNLESS OTHERWISE NOTED OR SPECIFIED, ALL STRUCTURAL Cf�NGREfE THE SYSTEM aR COMPt3NENT. THE CONTRACTaR'S STATEMENT QF RESPONSIBILITY SHALL
<br /> SHALL DEVELuF A MINIMUM CQMPRESSIVE STREI�GTH OF 4500 P51 LOADINGS:
<br /> CONTAIN ACKNOINLEQGEMENT OF A�'ARENESS OF THE SPECIAL REQUIREMENTS CONTAINED j =
<br /> IN 28 DAYS. IN THE STATEMENT OF SPE�IAL INSPEGTiONS. ;
<br /> f SOIL LOADS: �
<br /> REINFORCEMENT STEEL SHALL BE DEFORMEQ BARj GQNFOftMING IN � E �E� I \ E D � U � IV I TT�LS .
<br /> QUALIIY TO THE REQUIREMENTS OF RSTM A-615, "SPECIFICATIONS FOft ALLOVJABLE BEARING PRESSURE ~"
<br /> DEFORMED BILLET-STEEL BARS Faft CONCRETE REINFORCEME�IT", DEAQ PLUS LIVE (PSF}: -------------------------- 4,OQ0 �` � I ('� �I i I (�I
<br /> GRADE 60 ALL LOADS (W/WIND & SEISMIC}_(PSF) ________________ �,�333 DEFERRED SUBMITTALS ARE THOSE PORTIQNS OF THE DESIGN WHICH ARE PROVIDED BY THE �1 S P E C T 0 �J O � J T R LJ C T� R A S T E E ��.J i V �T R lJ C T � I V
<br /> F R 4 S T D E P T H (I N C H E S)� C Q N T R A G T a R A M d T H E R E F 4 R E W E R E N(�T S U B M I n E Q A T T H E T I M E d F T H E P E R M I T
<br /> COLUMN SPIRALS SHALL CONFQRM TO ASTM A-615, "DEFORMED AND APPLICATION, AND YVHI�H ARE TO BE SUBMITTED TO THE PERMITTING AGENCY PRIQR TO 1, SPECIAL INSPEGTION FOR STRUCTURAL STEEL SHALL BE IN ACCQRDANCE WITH THE -
<br /> PLAIN BILLET-STEEL BARS FOR CONCRETE REINFC�CEMENT, GRADE 60 FABRICATION OR IN5TALLATION f�F THAT PORTI�N �F THE W4RK. QUA L I T I' A S S U R AN C E A N D Q I�A L I n C O N T R�L I N S P E C T I O N R E Q U I R E M E N T S O F A I S C 3 B C J.
<br /> OR ASTM A-82 "STEEL WIRE, PLAIfd, FOR CONGRETE REINFQRCEMENT". FLOOR LIVE LOAOS: �
<br /> ALL DEfAILING FABRICATION AND PLACING OF REINFQRCING BARS, UNIF�RM LIVE LOAD (PSF}: _ _________________________ 1 fl0 PSF �� WORK SHALL BE PERFORMED FOR DEFERRED SUBMITTAL ITEMS UNTIL THE PLANS FOR SUCH 2, THE CONTRACI-OR IS RESPQNSIBLE F4R QUALITY CONTRQL PROCEDURES IN ACCORQANCE
<br /> REQUCED LIVE LOAD (P5F): -- Nfp, WORK HAVE BEEN REVIEWED AND FOUNQ ACCEPTABLE BY THE STRUCTURAL ENGINEER OF WITH ,THE REQUIREMENTS OF AISC 36Q CHAPTER N.
<br /> UNLESS OTHERWISE INDICATED, SHALL BE IN AGCflRDANCE WITH CONCENTRATED LOAD (PSF}: ------------------------ HS 20 RECORD AND APPROVED BY THE BUILDING flFFICIAL.
<br /> ACI-315, "MANUAL OF STANQARD PRACTICE FOR aETAILING REINFQRCED IMPACT LOAD (% OF LOAD): ------------------------ 30 3. THE INSPECTION TABLES AND NOTES PR4VI�ED I(� THE STRUCTURAL NOTES ARE INTENDED
<br /> CONCRETE STRUCTURES , LATEST EDITION. dRAWINGS AND CALCULATIONS FOR THESE ITEMS SHALL BE SIGNED ANQ SEALED �Y A LICENSED ONLY TO ASSIST THE CONSTRUCTION PERSONNEL IN IDENTIFYING QUALITY CONTROL AND
<br /> WASHINGT(�N PROFESSIQNAL ENGINEER, NO FABRICATION SHALL C{}MMENCE UNTIL THE FINAL
<br /> TOLERANCES IN PLACING REINFORCEMENT SHALL BE: ROOF LIVE LOAD5. APPROV'AL HAS BEEN ISSUED BY THE BUILDING 4FFICIAL AND THE STRUCTURAL QUALITY ASSURANCE INSPECTION REQUIREMENTS. THE REQUIREMENTS QF AISC 360 �
<br /> +/- 3/8 INCH FOR MEMBERS WITH DEF�TH D </= 8 INCHES ROOF LIVE LOAO (PSF): ---------------------------- 20 ENGINEER OF RECQRD. CHAPTER N ARE MINIMUM REQUIREMENTS, AND THE QUALITY CONTROL INSPECT�R(S) AI�D
<br /> F7 QUALIlY ASSURANCE INSPECTO�(S) ARE RESPONSIBLE FOR MEEfING ALL REQUIREMENTS
<br /> +/- 1/2 INCH FOR MEMBERS WITH DEPTH D � � INCHES OF AISC 360 CHAPTER N, WHEfHER INDICATED ON THIS SHEE� OR NOT. IF ANY
<br /> THE �EFERRED SLIBMITTALS SHALL INCLUDE AS A MINIMUM, BUT NOT BE LIMITED T0, THE WSPECTIONS ARE REQUIRED IN ADDITION TO THE AISG 360 CHAPTER N INSPECTIQNS,
<br /> ALL CONSTRUCTION JOINTS, SHALL BE ROUGH AND THORQUGHLY ROOF SNOW LOAD DATA: FQLLQWING ITEMS: SUCH INSPECTIONS ARE INDICATED €JN THIS SHEET, IF A DISCREPANCY EXISTS BEfWEEN
<br /> CLEANED FOR BOND. GROUND SNOW LOAD �PS�: ------------------------- 25 THE REQUIREMENTS C}F AISC 36� CHAi'TER N ANa THE REQUIREMENTS flF TH15 DRAWING,
<br /> LOCATION OF ALL CONSTRUCTION JQINTS SHALL BE AS SHOWN {�N TH E FLAT ROOF SNOW LOA { SF): ----------------------- 20 SPECIFICATION SECTION ITEM THE MaRE STRI�IGENT REQUIREMENT SHALL APPLY, UNLESS OTH ERWISE A�PROVED BY THE
<br /> SNOW EXPOSURE FACTQR ------------------------- D.9 STRUCTUf�AL ENGINEER QF RECORD.
<br /> . DRAWWGS OR APPROVED BY THE ENGINEER. ALL CQNSTRUCTION JOINTS SNOV� LOAD IMPORTANGE FACTOR -------------------- 1.1 133421 PRE-ENGINEERED METAL CANOPIES
<br /> LOCATED ON THE DRAWINGS OR REQUIRED FOR CONSTRUCTIQN, BUT NOT THERMAL FACTOR ------------------------------ 1.2 �
<br /> SHOWN ON THE DRAWINGS, SHALL HRVE A 6" FLATSTRIP WRTERST�P, IF
<br /> W CONTACT WITH WATER. W ADDITI4N, JOINTS IN ALL SLABS COVERED , �
<br /> WITH WATER, SHALL HAVE BOTH A 6" FLATSTRIP WATERSTOP AND A WIND DESIGN DATA }
<br /> A:
<br /> SEALANT GRQOVE. ULTIMATE DESIGN WIND SPEED Vult (MPH): --------------- 115
<br /> NOMINAL DESIGN WIND SPEED Vasd (MPH): --------------- $5 �`fi �
<br /> COWELS, PIPE, WATERSTOPS AND OTHER INSTALLED MATERIALS AND RISK CATEGORY: ------------------------------- III
<br /> ACCESSORIES SHALL BE HELD SECURELY IN POSITION WHILE WIND EXPOSURE: ------------------------------- G
<br /> CONCREfE IS BEING PLACED. INTERNAL �RESSURE COEFFICIENT (PSF): --------------- 4
<br /> UNLESS OTHERWISE INDICATEQ, ASIDE FROM NORMAL ACCESSQRIES CQMPONENTS AND CLADQING (PSF): ------------------- PER AS�E 7-10 FIG 3Q.8-]
<br /> USED TO HOLD REINFORCING BARS FIRMLY IN POSITION, THE USE CLEAR FL�W •
<br /> FOLLOWING SHALL BE ADDED: C{�EFFICIENTS
<br /> A) IN SLABS #5 RISER BARS AT 36 INCHES QC MAXIMUM TO EARTHQUAKE DESIGN DATA
<br /> SUPPORT TOP REINFORCING BARS. _a
<br /> RISK CATEGORY: ------------------------------- III
<br /> SEISMIC IMPORTANCE FACTOR (le} -------------------- 1.25 '��
<br /> B) IN WALLS WITH 2 CURTAINS �3 U OR Z SHAPE SPACERS SH�RT PERIOD MAPPED SFECTRAL RESPONSE PARAMETER (Ss}: -- 1.44 }�
<br /> AT 6 FEEf OC EACH WAY. ONE SECOND MAPPED SPECTRAL RESPONSE PARAMETER (Sd 1) --- 0.56 � °
<br /> VERTICAL REINFORCEMENT FOR CONCREi-E OR MASONRY SHALL SHORT QESIGN SPECTRAL RESPONSE PARAMETER (Sds): ------ t7.96
<br /> 8E SPLICED WITH DOWEL BARS OF THE SAME SIZE A�1D SPAGWG O N E S E C O N D D E S I G N S P E C T R A L R E S P O N S E P A R A M E T E R (S d 1): --- 0,4�
<br /> � FROM THE FOUNDATION USING A STANDARD SPLICE LENGTH 51TE CLASS: __________ ________________________ � �
<br /> • UNLESS INDICATED OTHERWISE. SEISMIC DESIGN CATEGORY: -- U •
<br /> � BASIC SEISMIC-FORCE-RESISTING SYSTEM: -------------- TBD '
<br /> X SEA�ANT SHALL BE PLACED AT THE TOP OF ALL J�JINTS RECEIVING DESIGN BASE SHEAR: --------------------------- TBQ
<br /> " EXPANSION JOINT FILLER. SEALANT DEPTH SHALL BE THE JOINT FILL SEISMIC RESPONSE COEFFICIENT (Cs): ------------------ TBD
<br /> RESPONSE MODIFICATION COEFFICIENT R): --------------- T8Q
<br /> � THICKNESS OR 1/2 , WHICHEVER IS LESS. � _____ TSD
<br /> a, ANALYSIS PROCEDURE: ----------------------
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<br /> � NOTE: VALUES ABOVE MARKED 'TBD' 1NILL BE PROVIDED AS
<br /> � DEFERRED SUBMIlTAL(S) FOR EACH PRE-ENGINEERED
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<br /> [?RAWN QATE SUBTITLE CURRENT REVISION SYMBQL DATE
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