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<br /> � 1 1 V������ V����.J 1 V ��� 1 ����. � � � 1� �3��� Plan Check No.: 81410-016 �,
<br /> �2���'��� ` Job Address: 3003 W CASINO RD #40-58
<br /> ��_p��/ �� � � � �� -��_p� Owner: BOEING COIWPANY
<br /> 1. DESIGN!S BASED ON THE INT�RNATIONAL BU{LDING C4QE 2012 AN�BOEING REQUIREMENTS. 20a`'Q , - 852-0' 200 •Q
<br /> • 15. DESIGN EARTHQUAKE:REFERENCE-ASCE 7-10 �'" Tenant: COMPOSITE WING FABRICATION BLD
<br /> FR M {NSIDE FACE OF PARAFET FROM INSIDE FACE QF PA APET Application Date: 1�D/14/2014
<br /> 2. ALL MATERIALS AND WORKMANSHIP SHALL COMPLY WITH PRQIECT RRAWINGS AND SPECIFICATIONS R1SK CATEG{�RY _ - - - - _ - - - - _ �� Proposed Use: f�1FG
<br /> fNiP�RTANCE FACTOR I Seis(nlG - - - - - 1.25{C3WNER REQUEST�{7 VQLI�NTARY IN�R�ASE) o �, Type of work: 777X BUILDING SHELL ONLY
<br /> 3. TH�CONTRACTQR SHALL V�F�IFY ALI,DIM�NSf41VS,CONNEC�"iONS, EMBED PLATE RNI�ANCHCJR�OLT LOCATIONS - � OfFice Se )ob Set Fire/Planning Se
<br /> 0.2 SECOND MAPPED AGGELERRTIQN,Ss_ 1.45E1 `^ CL
<br /> FRC7M EQUIPMENT'MANUFACTUR�R`S APPRQVED bRAWlNGS AND STEEL FABRMCATOR`S ANCHQR POLT AND - - - - - - J
<br /> EMBED PLATE SETTiNG PLANS,WHICM HAVE BEEN APPROVED BY THE ARCHITECTlENGINEE�. 1.Q S�COND MAf'PEQ ACCEL.�RATfON,S1 - - - - - - - - 0.563 , � � Reviewed For Permit: Date��s �TBy:
<br /> _�_ _ Q �3) � �2� �3� �i' � ����� �---'
<br /> ' �• THE CONTRACT�R SHRLL WORK STRUCTURAL C7RAWINGS TOGETHER WI7H ARCHlTECTURAL,MEGHANICA�, 0.2 SECOt��flESIGN ACCELERATIC�N,Sds_ _ _ _ _ _ _ 0.967 `L -' '
<br /> PLUMBWG,ELECTRIGAL ANU CIVIL DRAWINGS TO LOCATE DEPRES�ED SLABS,SLOPES,DRAiNS,RE�LETS, BOLT 1.Q SEG�JND DESIGN ACCE�.ERATION,�d1_ _ _ _ _ _ _ _ 0.�63 � ¢ I
<br /> SETTWGS,GRADES,E7C.ANY DlSC1�EPANCfES SMALL�E CALL�C7 TO THE A"C`f'EN�"lON OF TNE RRCHITECTIENGINE�R ���'���ASS - - - - - - __ - - - - - - _ D "' w I
<br /> B�FORE PROCEEpING WITH THE WORK. o I
<br /> SEfSMIG DESIGN CATEGCIRY- - - - - - - - - - - � `�
<br /> �
<br /> 5. THE CONTRACTQR SHALL REVIEW 1�HESE DRAI+VINGS AND ViSIT THE PR�JE�T SITE�EFQR�CflNSTRUC7}ON BEGIIVS`TU - -
<br /> COMPARE ALL EXiSTING CQNDI�CIONS AN[�DIMENSiONS WITH WMAT IS SNt?�fUN ON TH�SE DRA�NINGS. fF TH��tE ARE LATERAL SEiSMiC RESfSTING SYSTEIVI GRITERIA(STEEL BUCKLING R�S1`RAINED BRAC�q FRAMES) o
<br /> • GONDITIONS WHICH ARE QlFF�RENT FRC1M WHAT IS SHflWN,TH�STRUCTURRL ENGIN�ER C�F RECQRD SHALL BE S�fSMfC D�S(GN COEFFICIENT,Cs_ _ _ _ _ _ _ _ _ �.Q63 � �
<br /> NQTIFIED. D�SIGN BAS�SMEAR,Qe - - - - - - - - - - - 5,8Q�K{PS 89'-7" 99�_7��
<br /> 6, THE CONTRACTOR SHALL ARRANGE A PR�-CONSTRUCfiIC7N MEETING WITH THE ARCHITECTIENGINEER TO ENSURE 1'HAT ��������M�DIFIGATION Ct�EFFIGf�NT,R _ - - - - _ 8 ,
<br /> THE CONTRACTOR'S UNDERSTANaifJG OF THESE DRAWINGS AND PLAN FOR THE�/aRK(�IN ACCORDANCE 1NlTH 1'HE DEFLECTIQN AMPLIFICATCt�N FACTOR,Cd- 5
<br /> DES{GN INTEN`t AND TO CLARIFY ANY QUESTlQNS 1'NAT THE C�NTRACTOFt MAY HAV�. SYSTEM OVERSTR�NGTH FACTOR,S�o- - - - 2.5
<br /> 7. ALL DETAiL.S AND SECTIONS SHOWN QN THE DRAWINGS ARE WTEND�D Ta BE TYPICAL AND SHAL.L BE CONSTRUED �-p�1�E�����1RL SEfSM(C RESISTING SYSTEM CRITERIA{ST�EL.BUCKLING R�STRAfNEQ 6RACED�RAMES) a , �-
<br /> TO APPLY TO ANY SIMIIAR 51TUATIQN EL�EWHERE t�N TH�PROJECT,EXCEPT WHERE A p(FFERENT DETAII.!S SEISMlC 1��SIGN C4EFF4Gl�NT,Cs- - - - - - -- - O.Q63 � �' �� ``�� ��
<br /> SHOWN.
<br /> I7ESIGN BASE SHEAR,Q�- - - - - - - - - - � �
<br /> - - 5,$00 KIPS
<br /> 8. ROQF GRAVITY LOADING� RESPQNSE MOI�iFICATION�QEFFIClENT,R_ 8
<br /> LIVE LOAD MINIMUM(NOY REDUCED) _ _ _ _ _ _ _ _ _ _ 2Q pgF DEFL�CATI(�N AMRLIFiCATIt7N FACTOR,Gd_ - - - _ 5
<br /> DEAD LOADS: SYSTEM OVERSTftENGTH FACTOR,f�o_ _ _ 2.5 '
<br /> �
<br /> - SINGLE PLY RDOFING&INSUL.ATION _ _ _ 3.0 PSF SEISMfC LOAD RESIS�'(NG SYS7EM
<br /> M�TAL CJ�CK _ _ _ ^ _ - - _ _ 3.0 PSF THE SYSTEM Gt�NSlSTS OF A STEEL FRAMED F200F,METAI.DE�K DfAPHRAGM,AND ' �
<br /> HANGfN�LOAbS{M�P-J�IST'S&BEAMS) - - - - - - 5.0 PSF STE�L BUCKLING RESTRAINED BRACED FRAMES.CQLUMNS ARE SUPPORTED BY PILE CAP�AND � j
<br /> '° HANGfNG LC�ADS(tv1�P-TRUSSES� - - - - - - - - - 3.0 PS� DRlLLED PlER��EP F�UNDATI�NS.SLABS-ON-(�RADE ARE SQiL SUPPC?RTED. _�
<br /> FRAMlNG WEIGHTS(JOISTS)_ _ _ _ _ _ _ 3.0 PSF ANALYSIS RRC�CE�URE a
<br /> FRAMING WEIGHTS{�WAY TRUSSES) - - - - - - - - - 0.0 PSF THE S�ISMIC DESf�N STaRY SNEAR,Vx,�HALL BF DISTRlBUTEC?TQ THE VAR{OUS VERTICAL a
<br /> FRAMlNG W�IGHTS(MAIN TRUSSEa) - - 18.0 PSF �L�MENI`S QF 7HE S�(SMIC RESISTft�G SYSTEhrt IN TN�ST�RY UNDER CUIVSiDERRTIQN BASED Q �
<br /> SPECIAL LOADINGS: ON THE RELATIVE LATERAL�TfFFN�S�C7F THE VERTICAL RESISTING ELEMENTS AND THE �' " _
<br /> � w C�3� � � ���
<br /> TRUSS BOTI`OM CHQRDS,CONCENTRATE�LqAD 5,000 PC�UNDS DIAPHftA(�M.THIS STRUCTURE IS DESI�NED F£�R A BASE SHEAR CQN�I�TENT WI`C'H ITS ABILITY �
<br /> _ -'_._ z �
<br /> ROOF JOISTS,TWO BOl-f�OM�H�RD PAN�L POINT LO��� _ 2,��Q P�UNDS EACH TO QISS{PATE�N�RGY BY fNELASTIC CYG�,IC STRRlNING.THE N1QDAl.R�SPt3NGE SPECTRUM � � -
<br /> ANALYSIS Pf20CEDURE WAS USED. T � � I I
<br /> 9. DESIGN SNOU�1 LOAD. REFERENGE - ASCE 7-10 16. ALI.ARCHITEGTt1RAL,MECFiANlCAL,C1R ELECTRICAL COMPQNENTS ANR THEIR ANCHORAGES TQ THE T
<br /> RISKCATEGQRY - - - - - - - - - - - - - fl
<br /> GROUND SNOW L.�AD,Pg - - - - - - - - - - - 20.Q PSF STRUCTURE,WHETHER REQUIRE�7 T�BE DESIGNATED SEfSMIC SYSTEM OR N4T,ih�1ALL BE D�SiGNED
<br /> FLAT ROQF SN�W LQA�f I�f - 14.0 PSF IN ACG�RDANCE WITFi ASCE 7,CHAPTEa 13,"SEISIvtlC C�ESfGN REQUIREMENTS F4R NQNSTF2UCTURAL ��������� � ������ �� �� �� L V l'1D
<br /> EXPQSI�RE�ACTOR,Ce - - - - -- - - - - - - 1.0 CpMPONENTS",AND INSPECTEd A�JD TESTED A i REClUIRED IN ACCORDANCE�N(TH IBC 2012 AND
<br /> lMP4RTANGE FACT�R:i snow - - - - - -- - - - - - 1.0{1.9 FOR FAGTQRY MUTURL�OMPQNENTS� �!"1 P"1� �/'�""1 I\{� �'1��('"��/� 11 A o �L f� 1� 1
<br /> THERMAL FACTQR,Cf - - - - - - - - - - - - - 1.0 ASCE 1-30 CHAPTER 13.TH�R�GfSTERED DE8lGN PRC�FESSEOt�AL fN RESP�NSIBLE CHARGE Q�'�HE ��,,,l�yeJ ��.,��.,,11 y L! v �t"�►t V t ��'�,� V
<br /> RAIN ON SNOW(RC7S)SIJRGHARGE - - - - - - - - - 5,0 PSF DESIGN�F THE PARTICULAR COMPUNENTS SHALL INCLUDE ALL DETAILS REQUIRED�QR THE
<br /> DESIGN SNQIN LOAD,Pb(PER RECOMMENDATIC�NS FROM SEAC3W)- 25.0 PSF
<br /> WSTALlATEON ON THEIR DRA�NINGS,
<br /> 10. ELEVATED FLOaR LC7ADlNGS COMPONENT&CLADDIN(a ULTiMRTE R(JOF WIND PRESS�JRE (PSF} S�HEDULE
<br /> U�/E LOADS:QF�fC�AND MECHANICAL FL.04RS:
<br /> BASIC UNIFQRM(COLUNINS AND FQOTINGS) - - - 90 PSF _ TRIBUTARYARcA(SF�
<br /> FRAMINC UNfFORNt(BEAMS ANI�GIRDEFtS7 - - - - - - 150 PSF 100`-0" 100'-0" zONE
<br /> NON-Ct7NCURRENT CONCENTRATE� - - - - - - - 3,Or�0 R�UNDS �o za 50 �ao 200 5�0
<br /> NON-CONCURR�NT FORKTRUCK 10,QQ0 LB AXLE I � -54.7 -52.0 -48.1 #1.9 _ -42.i -38.3
<br /> DEAD LOADS:OFFICE R�1D MECHANICAL�L.00RS � � � O2 r85.9 -89.6 -75,6 -70.4 -6�.1 -80.�
<br /> CQNGR�TE QN METAL DECK - - - - - - 51 P5F a � I � (� i - - - - ---
<br /> FRAMiN� - - - - - - - - - - - - - - - - 15 P5F' � � I �.°''� \�'�� ��J�� � �117,0 _ -111.2 _103.� _ -95.9 -9D.1 _81.9
<br /> HANGING(MEP AND SPRINKLER�} - - - - - - - - 94 i'SF �������fA���� Q = �
<br /> j - - - --
<br /> 11. CATWALK LQADINGS
<br /> „ LNE LOADS: �
<br /> : UNIFORM - - - - - - - - - - - 5Q PSF 'i - - -- -
<br /> N�N-Cf7NCURRENT C�ONC�NTRAT�D - - - - - - - - 300 P(7UN[�S
<br /> Q�ADLOADS- - - - - - - - - - - - - - - - - - 95 PSF I � � ��"� �� I
<br /> _ _ .
<br /> 12. STAIR LOADINGS �
<br /> , �
<br /> LI�IE L:OADS:
<br /> UNIFORM - - - - - - - 10D PSF
<br /> NON-CONCURRENT CONGENTI�A7�D - - - - - - - 3�0 POUNDS I I
<br /> --�- ..�-
<br /> DEAD LOAQS - - - - - - - - - - - 4Q PSF P1 P2 --■- P1 P3 �-
<br /> TOPOFR�tiLSUNIF(�RM - - - - - - - - - - - - - 50PLF I - �-
<br /> TQP�F RAlLS GONCENTRRTED - - - 2Q�POUNC�S
<br /> 13. CRAN�LOADING(SEE CRANE F�AM[NG ANa l.RYOUT PLANS) I I
<br /> 14. DESIGN WIND LOAG: REFERENCE - ASC�7-10 �V 1 Y!��/��1 � 1 tJC 41 LA�1�1� 1 V V V V � 1�t✓ ��..l�'1 L,J "
<br /> RISK CATEGORY - - - - - - - - - - - - - �! V1l�LL �C�N� �IA��AM ` �L� V 1""����1 I V F ,
<br /> NOTE:F(7R PARAPET LOADS P1;P2,P3 A�'(4}&(5�,
<br /> ULTIMATE{LRFD)WENa SP�ED V_ - - - - _ - - _ _ 19�MPH SEE WALL WIND PRESSURE SGHED�LE.
<br /> I I
<br /> NOMINAL(ASD)WfND SPEED V - - - - - _ - - - - 85 MPH
<br /> EXPOSURE CATEGORY- - - - - - - - - - �
<br /> - - -
<br /> IMPORTANCE FACTOR f wind _ _ _ _ _ _ _ _ _ _ _ _ 1.Q0(9.15 FOR FACTORY MUTUAL.COMP�NENTS) I I
<br /> �QMPONEN7&CLADDING ULTIMATE WALL WIND PRES�URE(PSF)S�HEDULE
<br /> � lNTERNAL PRESSURE CQEFFICIENT ±Q.18
<br /> TRI6UTARY AREA(SF) I I - -�
<br /> ZONE
<br /> 10 20 50 1DQ 20Q 5�0
<br /> � -37.Q,+37.� -36.3,+36.3 -34.4,T34.4 -32.9,+32.9 -31.8,+31.6 ,29.8,+29.9 f;
<br /> , � -68.6,+37,4 fi3.�,+34.8 -56.9,+31,0 -52.8,�2$.8 -47.3.�25.8 -41.2,+22.4 `"` �'
<br /> + 7 - - 7.4 + 1. - . + .d-7 - . + -7.4- . + + � ���
<br /> PARAPET ROOF PRESSURES 4' 3 .4f 85,9,3 36.3,-8 �.3&3 34 „ 5.8,�4 32.9, 0 ,329 31.$,�i5.1,-39.8 29.9,�Q.1,-29.9 �
<br /> {SEEL�GEND&SECTION) "-,---- - - -- --� -- � �-- - �j���t./11t1.�.1 V� t� t,1��'1�L1l �V Y Y � N� LVl1D
<br /> �' f37.4,-147.0,-�B,G ��4,�,911�,�i3.8 �31.0,�1Q3.Q,56.9 �28.8,-95,9,-��8 +28.&,-90.1,-07.3 +22_�,-81.9r-01.2
<br /> LEGEND: -
<br /> +22.4,-81.9,�51.2= ���1 �� G..�� � �1���� '� ����� VI Y
<br /> P9,P2,P3 - - -
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<br /> ��,������� STRUCTURAL ENGINEER-OF-RECORD
<br /> �����$aF '"AS�„�����-�,� �,�����.� �MC CARY ENGIN��RING
<br /> . � � ` � � � �
<br /> �� P.Q.BOX 2525
<br /> � � � �� GREENVII.L�,SC 296�2
<br /> . °7�� t5e�bb9T cy�` �.
<br /> AFs.'�rsra�� �' PHONE:864-609-5340
<br /> .S ': ` FA�;864-609-5344
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<br /> � DRAWhI DATE SUBTITLE GURR�NTREV1SlON SYMBOL DA7E �
<br /> SYM REViSION $Y AI'PROVED DATE SYM I REV{SION BY APPRQVED DATE "� �
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<br /> ��,F N�r a Asi�. owo �o�o�i�a DESIG�J CRITERIA
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<br /> �'�' � TNIS DESIGN AND/QFt RLP 1DI0911� sHEET
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<br /> �� STRl�C7URAL MASTER EVERE7T, WA 40-58-52
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