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
� <br /> - L �E�l� <br /> , 1 .75 1 .80 ' .85 2.�Q 2.3� �.7Q 3.00 3.�5 <br /> HT-XX HEADER TRtJSS DESIGNATIQN (5EE 5324) <br /> ST-XX SWAY TRUSS DESIGNATIOIV (SEE 5322-5329) <br /> I I I I I ( I I MT-TRUSS MAIN TRUSS DFSIGNATiON (SEE S32{l&S32�) <br /> 3 2 2 (+/-XXk) LRFD FACTtJRED AXIAL LOAD FOR CQNNECTION DES(GN <br /> M3S11Q-12 S4C38 �F}�� M3S110-'12 S4Q8 (POS =TENSlC}N, NE�=COMPRESSI(�N} <br /> � � 1S10-13 S405 <br /> — — — — — — — — — — — — — — — — — — — m — — r � =XXk LRFD FACTORED SHEAR LC)AD FOR CC?NNECTION DESIGN <br /> cV - _ _ <br /> � .� <br /> C�i � p <br /> 32L SP2 1 S'10-15 S4�5 36� ,p� �� xxLNSPx SPECIAL JOiST DESIGNATIQN <br /> "' > 48LH�P1 D uble Pitched � 3�'�- �P� (SEE S4Q2 &S403 FOR LOADING PROFILES) <br /> � � � � � ' <br /> � <br /> , <br /> o � � <br /> vi � <br /> 32LI-�ISP2 36Li�SP1 � 48�HSP1 D uble Pit�hed 36L�ISP1 _ �..J i �t � 1 Y V��� <br /> C7 <br /> � M 1 � SWAY TRUSSES SPAIVNING 125'-0"FRC7M <br /> `4' � � �� MT-TRU55 TQ MT-TRUSS, T/�WAY TRUSS <br /> � <br /> `�' + .��- f AT 5" BELOW BOTTOM OF DECK(B_O_D.) <br /> � � � � <br /> , �g'-Q" I I � 16`-4" I FOR 5"JOIST SEATS_ . <br /> 2 `�� Ci. MAIN TRUSS MT-TRUSS TQP CHQRD AT 1'-2 1/2" . <br /> 32L SP2 36L SF'1 48LHSP1 D ubie Pitehed 3�� �p� BELC7V�! BQTT�M OF DECt�{B.O_L.) <br /> � ( � I I � � C� HEADER TRUSS HT-N1 SPANNING 200'-0" FR�M <br /> Q > � � GRIQ 1.20 TO GRfD 1.60 <br /> u, tt �N14X30 M3S'�10-12 S4Q6 W14X30 � ` <br /> o — — —' — — — — — — —� — — — — — — — — x— — m � e J� ��) HEADERTRUSS HT-H2 SPAN[�ING 200'-0" FROM <br /> 2 U � � � GRID 320 TO GR{D 3.60 <br /> 32LI-�SP2 36LN8P1 � M3S110-12 5406 � ig '� <br /> �, � � � 48LHSP1 D uble Pitched I > 36L1-�SP? � W10x22 OUTRIGGER FOR DECK EDGE ANGLE St�PPURT <br /> C� HSS6x3x114 VEFZTIGAL�N FACE C?F HEA�ER TRUSS <br /> � <br /> FOR DECK EDGE ANGLE SUPPORT <br /> � � � I I � I 7 �` SEE STEEL ROUF DECK NOTES ON S2C FOR ROOF ' <br /> � � CflNSTRUGTION. <br /> � � <br /> 32L SP2 36L SP1 48LHSP1 � uble Pitched 3�� �P� - <br /> m <br /> , <br /> � I 3 � I I � a I � ����T��..������ N�T�� <br /> � � �n�s��a-�2 s4os `� � � <br /> a �. + �' __ <br /> � � �x�=�`' <br /> 32LF�SP2 36LI�SP1 � 48LHSP1 Q uble Pitched � 36LI-�SP1 <br /> � � . <br /> c� � <br /> � � <br /> jo <br /> � � W 14X3U � c� �. <br /> o _ �_ � � � � � � � � � _� — — — — r-- — — —� — — — W 14X30 X� � � � — � ,�.�� <br /> U � � v <br /> � � �� <br /> 32L SP2 36L SP1 � 48LH8P� D ubie Pitched y 36L SP1 <br /> � � � ( � <br /> � ������1 VV� D1 '�1V Y I � V�� <br /> 0 <br /> � � <br /> 32L SP2 � <br /> � 36LF�SP1 � � _ <br /> � 48LHSP1 D uble Pitched � 36Li��R1 , <br /> � RFS3T- CC7MPOSETE TOP CH�RD ROOF FRAMING PLAN <br /> � � <br /> ' Y o � <br /> � r lS7 <br /> [� <br /> � � (Yj �' (�'""} . <br /> Q I RFs��a��-�o s�o� I + I I � � � <br /> � <br /> 32L SP2 3fiL SP1 48LNSP1 Q �uble Pitched 36L SP1 n � � 3 " � � a� t4 �� � A <br /> � o -10 -11 -12 -13 -14 <br /> � Q \I � _� <br /> � a ("� �- � — � � — — � — — � — �(a} <br /> � � � � � <br /> �, — — — — - _ � � W 14X30 � � <br /> _ � � _ W 14X30 X— .�..� 'rJ -15 -16 -17 -18 -19 � <br /> o — — — — — — — — — — — — — <br /> C.� Q � � �, e,� � � � � �__�__ � m � _ _ �. o � <br /> �i <br /> 32Lf�SP2 36LI-pSP1 > � 48LHSP1 Q uble Pitched ( > 36LF�SR1 \ -20 -21 -22 -23 -24 <br /> �� � � — — t — � � m- — � � —�-(o� <br /> � � <br /> -25 -26 -27 -28 -29 <br /> Q � �}�. _ � _ _ + _ _ +. _ _ � _ _ �, <br /> � � � I I � � `�' -30 -31 -32 -33 -3A <br /> � � � {F� � � e � � � � � � � � � � ,. <br /> 32L SP2 36L SP1 `� 48LHSP1 D uble Pitched 36! SP1 - <br /> � -35 -36 -37 -38 -39 <br /> I I � � � Y � (�� � � � � � � � � � � � — �� . <br /> ,�, � � cv � � -�0 -41 -42 -�3 -44 <br /> � � � � r! , <br /> -� nnss���-�� s�aa � �� � � � � � � � � � � � � � �„� <br /> Q M3S11t}-12 S408 � `� �= <br /> `' -45 -46 -47 -48 -4� <br /> 32LF�SP2 36L�ISF1 � 48LHSP1 D uble Pitched � 36L�ISP1 J � ;� i ,-;,t�' , �' � <br /> � � � f� s � � � <br /> �°,. <br /> ' �„ � � ���i K -50 ��1 -`�,,�fi52��.! =53 =54 K <br /> � } � � � � <br /> ,r, — — — SFRS — —. — — v v > ` — — 1 S'14-13 5405� <br /> ' -5� -56 -57 -5$ -59 <br /> �— — — — � i� � <br /> � <br /> 1 S1 Q-15 S4�� � -6� �61 -62 �63 -� � <br /> f� i.G� � �t:l t� �� � 1 � � . <br /> 0 4� a� �s� �4� <br /> SCALE: 1/8"= 1'-0" <br /> - STRUGTURAL ENGINEER-OF-RECORQ <br /> _. <br /> ��qt�t,E��� . <br /> ����c�°F WA�f"�;Q�-�,��� �,������ CMC CARY EN�IN�ERlNG <br /> PARTi�L I�C�C�F T�P �H�f�C� FRAMI�1� PLAN -52 <br /> ' � � � �' P.�_B(�X 2525 <br /> �� <br /> SCALE: 1/8"= 1'-0" :a �; � � 4�,�r�� GREENVILLE,SC 29602 <br /> �' ���a�� �, , <br /> �A `��'c�na�s9 � PH�NE:864-60J-5340 <br /> � �� <br /> _ " s� ` ` FAX:864-609-5344 <br /> ��� �'4� ���h ���°��� ��i��: ��� �_,, � � <br /> ������� ���������� ��0�� ���� ��� <br /> �� '�l��'�'f��i t� CMCCE PROJECT#14-1061 Q <br /> � \" ACCEPTABIL�TY ��W� �ATE SUBTITLE CURRENT REVISION SYMBOL DATE e1 <br /> SYM REr/iSfON BY APPROVED DATE SYM REVISION BY APPR4�IED DATE ��k��r � pH p K�D 10/09/14 PARTIAL RUaF T�P CHt�R� FRA►MING PL�N a <br /> *�P _' °N THlSDESIGNAND/OR �2�J483'�7 �a�4��'�� � <br /> SPECIFICATION IS APFROVED RLP 10/49l14 SHEET R <br /> � ��w�,S,�E� En���►v�ER TITLE �oeing 777X CWG �UI�DING �1 � <br /> ���+'�.�� RP�t�ovEa�Y DEPT. DATE AKR 10149114 '1 n <br /> � Pioz32tu�3�Z1 CHECKED }� /� J ��� �� � <br /> m ��������/ �V��V ! �/�� �/ e- . <br /> p� ` �o APRROVED JOB NO. COfviP NO. � <br /> %, �- �tiP A rover � <br /> �TF OF Au��4� APPR�VED 4��58-RFS16aT-52 � <br /> STRUCTURAL MASTER EVERETT,WA DWGNa. L�O-�J�-RFS��O��J� , <br />
The URL can be used to link to this page
Your browser does not support the video tag.