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3003 W CASINO RD VOL 2 OF 2 2014 BLDG 40-58 Plans 2022-11-09
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3003 W CASINO RD VOL 2 OF 2 2014 BLDG 40-58 Plans 2022-11-09
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Last modified
11/9/2022 9:58:39 AM
Creation date
7/2/2019 11:44:15 AM
Metadata
Fields
Template:
Address Document
Street Name
W CASINO RD
Street Number
3003
Unit
VOL 2 OF 2
Tenant Name
BLDG 40-58
Permit
B1410-016
Year
2014
Notes
SHELL AND CORE ONLY VOL 2 OF 2
Address Document Type
Plans
Imported From Microfiche
No
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� � -_ L �END � <br /> '� .35 1 .40 1 .45 1 .5� 1 .55 1 .60 1 .65 °1 .70 . <br /> �� � �� <br /> HT-XX HEAQER TRUSS DESlGNATION (SEE S32Q) <br /> 25'-0" 25'-0" 25'-0° 25'-a" 25'-0" 25'-0" 25'-Q" <br /> ST-XX SWAY TRUSS DESIGNATION (SEE 5322-�329) <br /> � � � � � � � � � <br /> (� MT-TRUSS MAIN TRUSS �ESIGNATION (SEE S320& 5321) <br /> M3S11 10 2 5408 � <br /> MT-TRUSS SFRs (+I-K)Gk} LRF� FACTC3RED AXIAL L�AD FC?R CQ[�ENECTION DESIGN <br /> � (POS =TENSION, NEG=COMPRESSION) <br /> — - -- - - - -- - - - - - � � � � o � � � _ o � - � <br /> N � V=XXk LRFD FACTORED SHEAR LDAD FQR CONNECTIQN DESIGN <br /> N <br /> � 1S10-15 S405 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitctted <br /> � xxLHSPx SPECIAL JOIST DESIGNATfGN <br /> I I � (SEE S402&5403 FOR LOA�ING PROFILES) <br /> � <br /> a <br /> 32L�1SP2 32L�ISP2 32LF�SP2 32LH5P3 Double Pitched �,, ^ ���f ���r� <br /> � <br /> t� L C <br /> � � ,i SWAY TRUSSES SPANNING 125'-0"FROM <br /> o I I � AT 5" BE_LOW BOTTOM OF DECK(B_C�D )� <br /> FOR 5"JOIST SEATS. <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched � C.L_ MAIN TRUSS MT-TRUSS TOP CHORQ AT 1'-2 1/2" <br /> B�LOW 80TTOM OF DECK(B_(�_Q.} <br /> � � � <br /> -� � HEADEFt TRIJSS HT-H1 SPAEVNING 200`-0"FROM <br /> � GRID 120 TO GRtD 1_60 <br /> - - - - - - - - - - - - - - - - - - _._. � � � ._ - � - - - - - F.�� <br /> � � HEADER TRUSS HT-H2 SPANNING 200'-0" FROM <br /> GRID 320 TO GR{�3.6Q <br /> 32lI�SP2 32LF�SP2 32LI�SP2 32LHSP3 Double Pitched <br /> � W10x22 OUTRIGGER FOR DECK EDGE ANGLE SUPPORT <br /> � � �� HSS6x3x'lf�VERTICAL C3h1 FAC�OF HEADER TRUSS ' <br /> `;� � c"'i� � `�,� F�R�ECK EDGE RNGLE SUPPQRT <br /> o � � � � � � � <br /> � C� SEE STEEL RQOF DECK NOTES 4aN S2C FOR ROOF <br /> 32L SP2 32L SP2 32L SP2 32LNSP3 Double Pitched _ C�NSTRUCTION. <br /> � <br /> � <br /> m <br /> � � I ��[ �!� 1 ������� ! �[���� <br /> e"n <br /> a <br /> 32L SP2 32L SP2 32LHSP3 Double Pifched � <br /> 32L1-NSP2 f� 1� <br /> � <br /> a - - I - - - - - - - � - - - - - - -I - � � � � - � .- - - m - - 6- F.�� <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Doubie Pitched <br /> I I 2 <br /> � <br /> ' � RFS160B-10 S404 - 1 1���i i��V� �l \/"l V V � i V�� . <br /> I <br /> 32L1-�SP2 32L�ISP2 32Lt�SP2 32LHSP3 Double Pifcheti 1S10-37 --- t,r, <br /> - M RFS3T- CC7MPQSlTE TOP CHORD ROOF FRAMI('�IG PLAN <br /> � <br /> � � � � <br /> 32L SP2 32L SP2 32L SP2 <br /> 32LNSP3 Doub e Pitche �. <br /> i � ��� � � �� �;� ' � <br /> A A <br /> � � � -10 -11 -12 -13 -14 <br /> � �� _ � o _ � _ _ .o.� � _ � � �) <br /> �� <br /> o - - - - - - o � � - - - - - - - - .� � � � - - - � � � - � � F.7�J -15 -16 -'[7 -18 -19 ' _' ' <br /> 32L SP2 <br /> 32L SP2 32L SF2 32LHSP3 aouble Pi#ched �� o � � � � � � � Y � � � <br /> -20 -21 -�2 -23 -24 <br /> �� _ � � _ � _ _ + _ _ + _ _ .�-�) <br /> � � <br /> -25 -26 -27 -28 -29 <br /> "' ��� .� �. � _ �.. — _ —�— _ _ _.�.._ _ — �E) <br /> 0 <br /> I I I -30 -3�( -32 -33 -34 ' �J <br /> 32L SP2 32L SP2 32L SP2 32�HSP3 Doubfe Pitched �, �� - ,r,��/'`/,J'f, -- � - t - � <br /> � -35 f�f'-36�F��� -37 -38 ' -39 � <br /> G o .f�' '��.�-�'--.�.-�-f� s � o � � G . . <br /> I I I �� " . i� � � � � <br /> ��, 3 -ao -�� -�2 -a� -�t. <br /> � M3S11Q-12 S408 r{ � � � � � � � - � o' � � � -� <br /> �. � � <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched -45 -46 -47 -48 -49 <br /> (;,� _ � � _ .� _ _ �, _ _ �. _ � <br /> � 2 I �. <br /> � MT-TRUSS S�R5 -50 -51 -52 -53 -54 <br /> � — 0 � � � � � — � ��� — � - - � � � � � � � � ��� <br /> - - - - - - - - - - � � � m �.Tr - .�'7 -55 -56 -57 -58 -59 � <br /> 1 � � —�-�} <br /> � I <br /> 1S10-15 S405 � -60 =61 -62 =63 �64 � , <br /> .�� <br /> � � F � � � � , � � � <br /> o �� �� �s� ��r <br /> � <br /> SCALE: 1/8"= 1'-0" <br /> PART I�L R�C�F TO P C H t�RD F F�A�I 1 N� P�AN �6 �TRUCTUR4L ENGINEER-OF-RECORD <br /> ��SHL€��,R <br /> SCALE: 1/8"= 1'-Q" � zo�' ��°� : �r o <br /> � �'"��1�;�.�. <br /> � �� �`Asf"���'`�� ,�,���,�� GMC CARY ENGINEERING <br /> � °' P_0_BOX 2525 <br /> � �` � , � ��,��� GREENVILLE,SC 29602 . <br /> � � '� s�acsa� �v __ <br /> °aF �'$�,��;�o a� PHC�NE:86�-609-5340 <br /> �� " � FAX:864-fifl9-5344 <br /> � _ � ` <br /> R���vn, VY�����a��+�n �����' ��e� ��.� _ <br /> �k�'�/��J�t�` CMCCEPROJECT#14-1061 � <br /> DRAWN DATE SUBTITLE CURRENT REVI810N SYMBOL DATE n <br /> SYM REVISION BY APPROVED DATE SYM REVtSION BY APPft4VED DATE �N 4 N G��`� AGCEPTABILITY DWD '!Q/09114 pART1AL �O�F TOP GHORD FRAMING PLAN W2548317 �O/O�I�� ��r,' ;'• <br /> .ze� _ dy <br /> THfS DESIGN AND/OR CHECKED � <br /> SPECIFICATION IS APPROVEQ RLP 1Q109114 SHEET � ,: . <br /> � sn2�-o+rrFNSTEE� ENGINEER TITLE 8oeing 777X GWC BUIE.DING n <br /> ���.�� APPROVED BY DE!'T. DATE AKR 10149/14 � <br /> tso.�zon-a�aai27 CHECKED �F� � ������ C . <br /> � B�ILQIN� 4�-5� T <br /> m�'� o APPRO�lED <br /> � '�.� � F�` � A rover �oe r,,o. coMP No.40-58-RFS164T-36 0 � <br /> �rE OF AUZ'����� APPROVED DWG NO. <br /> _ STRUCTURAL MA�TER EVERETT,WA 40-58-RFS160T-36 <br />
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