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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 �EN� <br /> 3.1 � 3�.� � �.2Q 3.�5 3.30 3.35 3,4� 3.4� <br /> � ` HT-XX HEAQER TRUSS DESlGNATION (SEE S32Q) <br /> 25'-0" 25'-d" 25'-0" 25'-�" 25'-0" 25'-0" 25'-0"' <br /> ST-XX SWAY TRUSS �ESIGNATIC�N (SEE S322-S329) <br /> � � � � � � � � 2� • ' <br /> �S14-1� 5405 MT-TRUSS MAIN TRUSS DESIG('tlATIt7N {SEE 5320& 5321} , <br /> — — � — � — — M3S110-92 S40$ M�-TRUSS — — — SFRS — — — — — — — — — — _ �� (+/-XXk) LRFQ FACTtJRED AXIAL LOAD F�R C4NNECTIQN DE�[GN <br /> � <br /> T � <br /> �r �' � � {POS =TENSI(JN, hlEG= COMPRE�SIC7N) <br /> � � 2 �`� � � <br /> � <br /> � <br /> 32L SF'2 32LHSP3 �oubfe Ritched 32L SP2 32L SP2 V=XXk LRFD FACTORED SHEAR LOAD FOR CONNECTI0�1 DESIGN <br /> xxLHSPx SPECIAL JOIST DESIGNATIQN <br /> (SEE 5402& S403 FOR LOADING PRfJFILES) <br /> ;�, � � � <br /> 0 <br /> 32L SP2 32LHSP3 Double Pitched 32L SP2 32L SP2 �., , <br /> , <br /> ; <br /> � � �J��L I��TE� <br /> � �� SWAY TRUSSES SPANNWG 125'-t�"FRC7M <br /> fl <br /> I I I MT-TRUS�TO MT-TRUSS, TISV1/AY TRUSS <br /> AT 5" BEL�W BOTTOM �F DE�K(B_O_D.) <br /> 32L SP2 32LHSP3 DQubfe Pi#ched 32L SP2 32L SP2 FOR 5"J�IST SEATS_ <br /> 2 �� C.L. MAIN TRUSS MT-TFiUSS TOP CH�RQ AT 1'-2 1/2" <br /> BELOW BrJTTOM O� DEC#C(B.Q_D.) <br /> — — — — "' — — ( „__ � — � — — — — — — — — — � — — — — � — - — � m — _ � �� �� NEAQER TRUSS HT-H1 SPANNING 200'-0"FF�OM , . <br /> T'- GRI� 1.20 T� GRID 1.6G <br /> \ • <br /> 32L SP2 32LHSP3 C7oubie Pitched 32L SP2 32L SP2 4 �' HEADER TRUSS HT-H2 SPANNI(�G 200'-0" FF�OM <br /> GRID 3.20 TO GRID 3_60 <br /> � '` W 40x22 C,�UTRIGGER FQR DECK EDGE ANGLE SUPPORT <br /> � 6 � HSS6x3x'!/4 VERTICAL ON FACE QF H�ADER TRUSS <br /> � FOR DECK EaGE ANGLE SUPPORT <br /> � � � <br /> 32L SP2 32LHSP3 DoubCe Pitched 32� Sp2 3�� �p� _ �} SEE STEEL RQOF DECK NQTES�N S2C FQR ROOF <br /> - `;' CQNSTRl1CTION. <br /> � <br /> � I I I �.I'1 J! �l� 1 ��V���1 V i �t�,.J��� ' <br /> a <br /> 32L SP2 32LHSP3 Doubte Pitched 32L SP2 32L SP2 � <br /> �r, /����� <br /> — — — — � — — — — — — — — — — — — — _.,_. � _. _a.... — � �... � � — — = f\G,�J�� <br /> I I ' <br /> `� <br /> 32L SP2 32LHSP3 aouble I'ifched 32L �P2 32L SP2 : � <br /> � � <br /> � � � � � I � I <br /> � � �' � <br /> � � <br /> 32L SP2 32LHSP3 Qoub(e Pitched 32L SP2 32L SP2 - � ��� � �✓ �� � `� �+ � ��� <br /> m <br /> � <br /> � � � �, <br /> RFS3T- COMPOSlTE TOP CHC7RD F��QF FRAMING P�A#V <br /> � � <br /> � RFS16QB-10 5404 . <br /> � • <br /> � ( � . <br /> 32L SP2 32LHSP3 E7ouble Pifched 32LHSP2 32LHSP2 <br /> . � � 7: �3. f.7 E<r.r� i.U` _ii p� _y� �p} n .. <br /> � Y Y `-r' <br /> — — — � I I I ��, -9Q -11 -12 -13 -14 <br /> - � - - - � � - - - - - - - - � - - - - � - - - - � - c.�� �� _ � _ _ � � _ �. - - -� _ � <br /> -15 -16 -17 -18 -19 <br /> s r � <br /> 32L SP� 32LHSP3 Dauble Pitched 32L SP2 32L SP2 �,� ,� � � � � � � ,f��`f�,�.�'�;;, � � <br /> � I I ( -Zo -2� -22 �,�`%'-23i �' -24 <br /> .� <br /> � — — — — — ;�`�'`'r''%`/��J. � Q <br /> � �� � � � � �. <br /> o -25 -26 -27 -28 -29 . <br /> � � �� - � - - + - - � � _ + � _ �, <br /> � , _ <br /> 32L SF2 -30 -31 -32 -33 -34 <br /> 32LHSP3 �ouble Pitched <br /> 32LHSP2 32LHSP2 - ' ^ <br /> � F� � � � � � � � � � � � � �(�) <br /> e <br /> I�1 <br /> M <br /> -35 -36 -37 -38 -39 <br /> � � � � � �� — �- - o �- - - + _ _ + � �} <br /> � M3S110-12 S4f18 -40 -41 -42 -43 -44 ( <br /> �, �� o � � � � � v � � �. � � � ri <br /> 32L SP2 � 32LHSP3 Doubie Pitcheci 32L SP2 32L SP2 <br /> -45 -46 -47 -48 -49 <br /> � � I � 2 � � � � � � _ � � e � � � � ' <br /> � �_ <br /> `�' MT-TRUSS SFRS 1510-13 5405 -50 -51 -52 -53 -54 ' <br /> — — � � m � — — — — — — — — — — — — — � — — � — [� �� � —1� — — � — — � — — —}— — �� <br /> � �� I � '--` -�5 � -�s -�� -�g � -�9 : <br /> �� � <br /> i -60 -61 -6� -63 -64 <br /> L � � � � � � o � � � <br /> � U��. 7 9.� 1 A � <br /> 0 4' 8' 16` 24' . <br /> SCALE: '1/8°= 1'-0" � <br /> �A�T1AL 1�C��F T�P �HORC� FRA�I1�� PLAN -23 <br /> f _ �,��LE�� STRUCTURALENGINEER-OF-REC�RD <br /> SCALE: 1/8 - 1'-0" �'� '�s� <br /> _ <br /> �,� �,�rr�sFii,,r �+o .�#��'�'�- - - <br /> �� �Y� : � �� {� � � CM� �ARY ENGI�IEERING <br /> ' �` � �" P.�_BOX 2525 <br /> � <br /> �. +�' ;� � �! GREENVlLLE,5C 29&02 <br /> � Se466�? s� y <br /> °��,�,���,���o � PHONE=864-609-5340 <br /> _ _ _ _ .: s � _ ` <br /> ' FAX:864-609-5344 <br /> �Q� �'� `�b��1: 5��`�!`�'� �'�1�� ���' ,��,;, ; : . � <br /> ���t��, W���i��t�n ����� i��� ��� <br /> ��`����f�;`���? CMCCE PROJECT#14-1061 Q . . <br /> SYM REVl514N �Y APRR4VED DATE 8YM REVlSIOPt BY APPRdVED DATE �RAWN DRTE SU6TITLE CUftRENT REVISION SYMBOL DATE N <br /> ��r�c T ACC�PTR�IL[TY pt�{D 1Q/49114 <br /> ��0.5 �� TH,SQE����ANa,�� GiiECKEL7 PAI�TIAL I���F T�P CFI��D F�MIN� PL�f� w��4s3�7 10/49/14 � <br /> SPECIFIGATItJN IS APPROVE€} RLP 1Q/09f14 sH�� N <br /> � s�+-o�'ErdsTE�t ENGINEER TI7LE �oeing 777X CWG BUIL[71NG � <br /> ��'�.��- APPROVEQ BY DEPT. DATE AKR 'IOIOJI'�� � � �� � _ <br /> r�c�z�ztkt ab3izl CFiECKED � Q <br /> � �lJ1LDING 4���8 T <br /> ���� ` � APRROVED JOB AIO. COfvlP N�. CI <br /> �.�, '�>>____ �tiQ� A rover 40-5$-RFS16(�T-23 � <br /> ��rF aF Ai1TH`�� APPRdVED <br /> - STRUCTURAL MASTER EVER�Tf,WA ow�r,a. 40-58-RFS164T-23 <br />
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