My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
3003 W CASINO RD VOL 2 OF 2 2014 BLDG 40-58 Plans 2022-11-09
>
Address Records
>
W CASINO RD
>
3003
>
BLDG 40-58
>
Plans
>
3003 W CASINO RD VOL 2 OF 2 2014 BLDG 40-58 Plans 2022-11-09
Metadata
Thumbnails
Annotations
Entry Properties
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
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
189
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
� .7� � .s� � .�� �.�a �.�� �.�o �.00 �,o� LE�E�D <br /> � <br /> , <br /> HT-XX HEAQER TRUSS DESIGNATIQN (SEE 532�) <br /> 25'-0" 30'-Q" 3Q'-0" 25'-0" 25'-0" 25'-0" 30'-0" <br /> � ST-XX SWAY TRUSS DESIGNATION �SEE 5322-5329) • <br /> � <br /> � � � � � � ( � <br /> � MT-TRUSS MAIN TRUSS DESIGNATION (SEE 5320& S32'}) <br /> 3 �� I � �--� � <br /> M3S11Q-12 S408 MT-TF2USS SFRS M3S11�-12 5408 1510-13 S4Q5—,.� (+�-XXk} LRFC? FACT�JRED AKIAL LOAD FOR CONESIECTIOIV DES(GN <br /> '` {POS =TE�ISION, NEG=COMPRESS(C7N} <br /> — — � — — — — — — — — — — — — — — — -�_ — — — — — — [� <br /> `�' 1 � � V=XXk LRF� FACT�RED SHEAR LDAQ FC)R�QNNECTIQN DESIG(� <br /> N � Q <br /> � 32L SP2 1510-15 5405 36L SP1 > 48LHSP1 D bfe Pi#ched > 36L SP1 <br /> xxLHSPx SPECIAL JOIST DESIGNATI�N <br /> (SEE 54�2 &�403 FC7R Lt7AdING f'RaFILES) <br /> � � � � � • <br /> � . <br /> � ua u� <br /> o � � <br /> +Ua t1S <br /> 32LI�SP2 36��ISP'f � 48LHSP`t Q blePitched � 36L�ISP1 - � ���� � t���� <br /> � ��� <br /> � �> <br /> � X � <br /> � � � `;� 'f � SWAY TRUSSES SPANNING 125'-Q"FR�M <br /> � .�:. � +.. ���_��� MT-TRUSS TQ MT-TRUSS, T/SWAY TREJSS <br /> Q I I �6�_��t I I I AT 5" BELOW BOTTOM OF DECK{B_Q_D.} <br /> FOR 5'JOIST SEATS. <br /> 32L SP2 36L SP1 48LHSP1 D ble Pitcheti 36L SP1 2 � C.L. MAIN TRUSS MT-TRUSS TOP CH�RQ AT 1`-2 1/2" <br /> BELOW BOTTOM QF DECK(B_O_D.) <br /> o � o , <br /> c�' cs' <br /> I I > I I > I �� HEADER TRUSS NT-H1 SPANNING 200'-0"FROfV1 <br /> M3S1')0-12 S406 � � <br /> u, I � W14X30 W14X30 � �� � GRIQ 1.20 TO GR1D 1_60 <br /> x x — — — — 'I�.2�� <br /> o — — — — — — — — — — — — — — — — — — — — ,.,T <br /> 2 U U �_�� 4 � NEADER TRl15S HT-H2 SPANNING 2�0'-0"FROM <br /> cc, c�o GRID 3.2€7 T� GRID 3_6U <br /> 32L SP2 36LHSP1 M3S110-'i2 5406 � 48LHSP1 D ble Pitched � 36L SP1 <br /> G� W10x22�UTRIGGER FOR DFCK EDGE ANGLE SUPP�RT <br /> 6 `� HSS6x3x�1/4 VERTiGAL ON FACE OF HEADER TRUSS <br /> `.' uy u� FOR DECK EDGE ANGLE SUPFORT <br /> p � ( t�i3 � � c a � . <br /> 7 � SEE STEEL ROOF DECK NOTES ON S2C FOR R�OF � <br /> CONSTRUCTION. <br /> 32L 5P2 36L SP1 48LHSP't D��ble Pitched 36L SP� - ' <br /> � <br /> � � <br /> � � � Q `r' � � X � � �C3N�T�UCTIQN NV�f�� <br /> � � r��s��a-�2 �4os � �' � �' <br /> o � .� � � � ± <br /> x �'- <br /> 32LHSP2 36LHSP1 48LHSP1 D ble Pitched 36L SP1 <br /> ,� � <br /> � o <br /> � � <br /> �► �� <br /> > � <br /> �, _ _ � W 14X30 11V 14X30 X /'�`. . <br /> a � �" u� �.�J� <br /> I I � � — — — I _ _ �_ _ � � � � _ I _ � _ � , <br /> 0 0 <br /> � � <br /> 32L SP2 36L SP� � 48LH5P1 D b(e Pitched � 36L SP1 <br /> � � � � � <br /> � � � (�"� (�� Q��/ (�� <br /> cn u� ��F����VE Lll V'1V V � 1 V�� <br /> 32LHSP2 36L SP1 � 48LHSP1 D ble Pitched 36LHSP1 �, <br /> � � RFS3T- COMP(3SITE TOP CHORD ROOF FRAMING PLP�N : � <br /> � 2 c"'�r c�v v . <br /> � � � <br /> � RFS160B-90 �4Q4 � ' <br /> � � � � � � <br /> 32L SP2 3�L SP1 48LHSP`t D ble Pitched 36L SP1 <br /> �N A, � ���.� �� ,., � �' � �` � � <br /> � .� <br /> � o <br /> i� ii' -10 -11 -12 -13 -14 <br /> `" � � _ _ m _ � � � � I � _ X w���so 3 _ � _ � _ _ � _ _ 0 � w�ax�a � _ I _ _ _ �� � � � � s � � � � g <br /> o — �- C�.75 � � � � � � <br /> r r �� -15 -16 -17 -18 -19 <br /> �.J � � L} <br /> �_ <br /> 32LHSP2 I 36LH�P'i > 48LHSP1 � b(e Pitchec! '��` 36LHSP1 C}� � � � — � � � � � — � � � � <br /> -20 -21 -22 -23 -24 <br /> �r � � � �/,/" f`;'f''r`' — — � — — � � <br /> -25 -26 �,/�� 7��fi�'� -28 -2�J <br /> � � � �E � � � °'�///!�''�I`' � � � � � <br /> o � � � � � � <br /> � � � � � -30 -31 -32 -33 -34 <br /> 32L SP2 36L SP1 48LHSP1 D i ble Pitched 36L SP1 tr, V� � `T — � � - - � - - � — � <br /> � I I <br /> d- <br /> � -35 -36 -37 -38 -39 <br /> � � � .� _ _ �. _ _ � _ _ + � � <br /> � � � � � � � � � ��� �. <br /> � 3 � nn�s���-�2 s�o� � �' -ao -4� -�z -�3 -�a <br /> � M3S110-12 5408 .*-` � � +' Fi — � � � � — — � — — � -- —�{� <br /> � I . <br /> -45 -46 -47 -48 -49 <br /> 32L SP2 36LHSP1 48LHSP1 D �ble Pitched 36LNSP1 �� � I � _ � � � � � _ � � I�, <br /> �t� —�� <br /> � � Q 2 � � <br /> -50 -51 -52 -53 -54 <br /> `�` > MT-TRUSS SFRS � 1510-13 54�5— K� � � � � � � � � � � � � � <br /> � � I �, <br /> — — — — — — — — — — — — — — — — � — -- — — T — — — — — — � � -55 -56 -57 -58 -59 <br /> � � � � � � � �� � <br /> 'f 510-3� S4Q5 � -60 �61 �62 -63 �6A � <br /> ° �h� � �:� � a = t�r <br /> 0 4' 8' 16' 24' <br /> � <br /> _ - _ __ � <br /> SCALE: 1/8"= 1'-0" <br /> - - STRUCTURAL ENGINEER-OF-RECOftD <br /> _. <br /> �ARTIAL RC��F TQP �HC�R� FF�AI�IN� PL�N -�7 <br /> �A�f�t tE�h R <br /> �,������`"'A��,����"rt �►����`�� CMC CARY ENGINEERING <br /> � ,; <br /> _ � � <br /> SCALE: 1/8"= 1'-(�" � :� =� � � . P_0.BOX 252� <br /> �� s�¢�x � `'� �r� GREENVlLLE,SC 29502 <br /> °�, �'�ci���9 �``` PHONE:864-60�J-5340 <br /> �'s ` <br /> _ _ _ � : FAK:864-609-5344 <br /> ��Q ��1` ���h ��re�� Sui�� ���' � : � <br /> ��:����; ���������r� �8��� ���� ��� � <br /> ��q f l�f��iL� GMCCE PROJECT#14-106� � <br /> a <br /> DRAWRI DATE SUBTITLE CURRENT REVISION SYMBOL DATE �: <br /> SYM REVISION BY APPROVE�3 �ATE SYM ftEVtS{ON BY A?PRQVEQ DATE `'� d <br /> {`P�,����r��\ ACCEPTABILITY ow� �0�09�,4 PAF�TIAL R�C}F Tt�P �Ht�R� FRAMIN� PLAN W2��s��� ���osi�� � <br /> �-''�, THIS DESIGN ANDlOR ��Ec��o <br /> �^ SPECIFICATION 1S APPROVED RLP 1Q/09114 sH��r � <br /> � sn�Etwr�rtstEE� EiVGINEER -nr�E Boeing 777X CWG BUILDI(�G � <br /> �g�.�� RPPROVED BY DEPT. DATE A}(R 10/49t14 � � ��� �� <br /> � <br /> � ����,Z7 ��E�K�° ��I L D I N� 4Q-58 � � <br /> �'�'� � APRRO�/ED ,lOB NO. COMP NO. � <br /> ����T - ¢�ti 44-58-E2�S160T-27 � ' . <br /> �'� �� A rover <br /> � OF AUZN9 APPR(7�lED STRUCTURAL MASTER �U�R��,WA �w�"o. 40-58-RFS160T-27 . <br />
The URL can be used to link to this page
Your browser does not support the video tag.