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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�G�NL� <br /> �.10 3.15 3.�0 3.�5 ��30 3.�5 �.40 (3.45 <br /> L- HT-XX HEAQER TRUSS DESIGNATION {SEE S32f}) <br /> 25'-0" 25`-0" 25'-0" 25'-4" 25'-0" 25`-Q° 25'-0" <br /> ST-XX SWAY TRUSS DESIGNATION (SEE 5322-5329) <br /> MT-TRUSS MAIN TRUSS C}ESIGNAT(ON (SEE S32t}& 5321) � <br /> � � � ( � � � � <br /> �� � (t!-K:�k} LRFD FACTORED AXIAL LOAD F�R CC3NNECTION DES(GR! <br /> 1U13S110-12 54�8 {PUS =TENS(flN, NEG=CC?MPRESSi�N} <br /> � MT-TRUSS SFRS 1 S1 f1-13 5405 <br /> � � m � � m � � _ _ _ _ � _ _ o � rr� � � � � � � m � m � V=XXk LRFD FACTORED SHEAR LOAD FOR CONNECTION DESIGN <br /> [V <br /> `;' 2 xxLHSPx SPECIAL JOIST DESIGNATIQN <br /> � 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 {SEE 5402&S403 FOR LOA�ING PROFILES) <br /> � � � � <br /> � . <br /> 0 <br /> � � L N�T�S <br /> 32LF�SP2 32LHSF3 Double Pitched 32LF�SP2 32L�ISP2 �,, <br /> `" � SWAY TRUSSES SPANNING 125'-Q°FR�M <br /> MT-TRUSS TCJ MT-TRUSS,T/SWAY TRUSS <br /> ;�, AT 5" BELOW SOTTOM OF QECK(B_�.D.) <br /> " I I I FOR 5"JOIST SEATS. <br /> �� �.L. MAIN TRUSS MT-TRUSS TQP CHQRQ AT 1`-2 1(2" <br /> 32L SP2 32LHSF3 �aub9e Pitched 32L SP2 32L SP2 BELOW BOTTOM C7F DECK(B.Q_D.) <br /> �� <br /> HEADER TRUSS HT-H1 SPANNING 200'-0"FROM , <br /> � I I I GRI[] 120 TO GRID 1_60 <br /> 'r' � \�� HEAQER TRUSS HT-N2 SPANNING 20(}'-0"FROM <br /> _ — — — — — — — — — — — — — — — — — — — — � � o m � — — — — � <br /> 0 <br /> F.25 <br /> GRID 3_2fl TD GRIQ 3.6a <br /> � <br /> 32LF�SP2 32LHSP3 Double Pitched 32L�ISP2 32LE�SP2 <br /> � W1Qx22 tJUTRIG�ER FOR DECK E��GE ANG�E SUPPURT <br /> C� HSS6x3x1/4 VERTIGAL C?N FACE OF HEADER TRU�S <br /> FOR DEC►�E�GE ANGLE SUPPQRT <br /> � � fl � c`�'ry 7 �'' SEE STEEL RQOF�ECK NOTES C7N S2C F(�R RO�F <br /> � � I � � I � I CflNSTRUCTlO#t!. � <br /> 32L SP2 32LHSP3 �ouble Pitched 32L SP2 32L SP2 �, � <br /> ��1 Y���1�J��I�� 1 V���� <br /> � <br /> � � � <br /> � <br /> o �}('__� <br /> � <br /> 32L�ISP2 32LHSP3 Double Pitched 32LI-�SP2 32Lf��P2 <br /> � ��_., <br /> o — — � — — � — — — — — — — — — — — — — —� — — — — — — — � — — — �.�a . <br /> 32L SP2 32LHSP3 D��ble Pitche�l 32L SP2 32L SP2 <br /> � � � <br /> � � F�R��10E D v1/I ��� <br /> , <br /> 0 <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 �f, RFS3T- COMP(�SITE TOP CHORD ROQF FRAMI�IG PLAN <br /> m <br /> i'n � ' <br /> i <br /> " ( RF�160B-10 5404 � ( <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 <br /> c� �� � � � �� � ' '' � �� R <br /> -'i0 -11 -12 -93 -14 <br /> i i i a� — + — � � - - .�- _ _ + _ �, <br /> � <br /> -15 -96 -17 -18 -19 I .� <br /> o — — — — — — — — — — — — — — — — — — — — — — — — — — � — — F.75 � _ + - - -�- - - � _ — � — � <br /> � � <br /> -2Q -21 -22 -23 -24 . <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32LNSP2 � � � � � o � � � � � 0 �.� <br /> � � � <br /> -25 -26 -27 -�a -29 <br /> � �` — � — — � — — � — — � — — —�(� <br /> I 1 <br /> �; -30 -31 -32 -33 -34 <br /> I ( I �� � � m m � � � <'j.+fi��i�f� � �{} <br /> 32L iR2 32LH�P3 Dc�uble Pitched 32L SP2 32L SPZ l�"� ��� '\J <br /> � -35 -36 -37 f.�,�;:,38�,�%,� -39 <br /> ,�r <br /> _' � � � � � _ '"��'•�'`�f•'1' "� o �-�} <br /> m I �j <br /> I � I -4fl -41 -42 -43 -44 <br /> in � �ry1 � � � � � e o � � � � � g. <br /> � M3S11�-12 S40$ -45 -�l5 -47 -48 -49 <br /> � (�,� _ + � _ � � _ � _ � � � �,�} ' <br /> 32LHSP2 32LHSP3 Do�ble Pitched 32LHS1�2 32LHSP2 � <br /> -50 -51 -52 -53 -54 <br /> � 2 �}� � � � � � — — � � — � � —i�} <br /> N I I <br /> � SFRS 1510-13 S465 -55 -56 -57 -58 -59 <br /> � _ _ _ — — —,-- — — — — — — — — _ _ � _ _ � _ � _ _ _ � � � <br /> � � <br /> � - - -62 -63 -64 <br /> L 60 ��� � - - - - - J <br /> t. i:' .3. 1.( (I./�` �6.� .1. �3..� . f(� � <br /> o �� a� �s° 2�� <br /> SCALE: 1/8"= T-0" <br /> - - STRUCTURAL ENGINEER-OF-RECORD <br /> ��z�te��,� <br /> �r wasfrr ��''r �`.�`�l�,�.�- <br /> L � F — Q ����e��`,.• *r�Q r¢ �'� � CMC CARY �NGINE�RiNG <br /> �l�l��1/"l �L! 1 V� 111 1 V f \tJ �1 \�i!V i��ti7 ��l'1� �V , � �' " , � P_0_BQX 2525 <br /> � � � -���� GREENVlLLE,SC 29602 <br /> SCALE: 1l8"= 1'-0" ���.a �'s"'c�'o e�4j Pl-{ONE_$64-609-5340 <br /> �.�,� crsracc� .�--_.-,;� <br /> _ _ FAX:864-609-534� <br /> ��#� Si+� '���� ������ �ui�� ��?' �...� � . <br /> R��t��:�, �a�������n �����" ���� ��� <br /> ��q f 3�f��t�e CMCCE PROJECT#14-1061 � � <br /> I '�� ACCE�TP,BIL(�Y Q�WN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ¢ <br /> SYM REVISIQN BY AFPROVED DATE SYM REVtSiON 6Y APPROVED DATE 5 N ��t ��� ��/49/1� PARTIAL �QC}� T�P CH��D FR�MIN� PL,AN <br /> ,�'P °� CHECKED W2548317 10I09114 � <br /> TH[S DESIGAt AND/OR ftLP 10/09i14 M <br /> SPECIFICAT[O�d IS ftPPROVE€} sHEET � <br /> • � s����,5��� Er,���E�ft TITLE �oeing 777X CWC BUILDING � <br /> � �'�.��- APPRQVEQBY DEPT. DATE AKR 'IOIO�I"I� � /, ��� �� T <br /> rro.z,izzm�t-mo�iEt CHECKEfl � ' � <br /> ��l1L�1N� 4Q-5� C <br /> m�'��f�q ,��K� AP�Qo��r� �oB�,o. con�,P r�o.4Q-58-RFS160T-38 � <br /> �� oF A�4,�Q� APPRQVED S�'RUCTURAL MASTER EVEREI�f,VVA °WG`�°. 40-58-RFS164T-38 � <br />
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