3003 W CASINO RD VOL 2 OF 2 2014 BLDG 40-58 Plans 2022-11-09

__ L��E�JD 3.50 3.55 �.60 �.6� 3.7tJ 3.75 4.00 ` �' HT-XX HEADER TRUSS DESlGNATlON (SEE 5320) 25'-0" 25'-0" 25'-�" 25'-0" 30'-0° 30'-0" ST-XX SWAYTRUSSDESIGNATION (SEES322-S329} I I I I I I I MT-TRUSS MAIN TRUSS [3ESIGi�ATl0�1 (SEE 5320&5321) � f -� (+1-XXk) LRFQ FACT(�REC}AXIAL LOAD FOR CQNNEGTION QESIGf�[ M3S1'10-12 5408 ��1�$ '1510-13 54�5 {PC3S=TEt�SIf�N, NEG=COMPRESSfON) ' — — — — — — — — — — — — — — — — — --� — — — ' — — �}� t,, Q `� V=XXk LRFD FACTORED SHEAR LOAD Ft�R CC7�INECTIQN DESIGN � 2 . > � 32L SP2 32L SP4 36L SP2 xxLNSPx SPECIAL JOIST DESIGNATIC)N (SEE 5402&5403 FOR LOADING PROFILES) � � � � � � � ua 32LHSP2 32LNSP4 3�LHSP2 � � ' � � � �1,./ 1 �V � � �c, . � � m � � �i `�-�rNAY TRUSSES SPANNING 125'-0"FROM �, MT-TRUSS TQ MT-TRUSS, TISWAY TRUSS � , ��'-�" AT 5" BELOW BQTTOM OF DECK(B_U_D.) � ( � FOR 5"J�IST SEATS_ 2 1 C.L. MAIN TRtJSS MT-TFiUSS TQP CHCIRQ AT 1`-2 'l/2" � 32L SP2 32L SP4 36� SP2 �� BELOW BCITT�M OF DECK{B.0_D.} � � � HEADER TRUSS HT-H1 SPAh1NING 200'-0"FROM t" � o � — � � — � � � W14X30 ,f—_� GRID 120 TO GR1D 1_b0 RFS16QB-16 5406 a m — — — — — — — — — — _ — � ,� � _ �Q.25 � U � � �� HEADER TRUSS HT-H2 SPANNING 200'-0" FROM r., GRI�3.20 TO GR(D 3.60 . u � 32LHSP2 32LHSP4 36LHSP2 5 �' 1�/1px22 OUTRIGGER F4R DECK EDGE ANGLE SUPPC7RT 6 � HSS6x3x1f4 VERTICAL tJN FACE OF HEADER TRUSS � � FC7R DECK EDGE ANGLE SUPPORT � � I I I � RFS'160T-10 S4'!1 7 �'~ SEE STEEL R4OF DECK NQTES �N S2G FQR RO(�F CONSTRUCTI�N. r 32L SP2 32L SP4 36L SR2 � � - � � 4r � ,' � � �, I � I � I v ��.J 1 V a.� 1 ��1!��1 �i 1 V�,J� � . � � o � � � I�-'"` 32L SP2 32L SP4 36LHSP2 � � r- 11 C' W 14X30 � /�� � � — — — — — m- — — — — — — — — — — — — —� � — — ��.�J�� I I I �' �. --�� �� 32L SP2 32L SP4 36L SP2 � � � � � � � ��FEf�E�1�E Q�AV�/I �JG� 32L SP2 32L SP4 36L SP2 � � - - � �' � RFS3T- CrJMPOSITE TQP CHORD ROOF FRAMING PLAN � � � �, 2 � RFS'[6�B-10 5404 I � I I . 32L SP2 32L SP4 36L SP2 A. �� '" #4F � � . � -1 Q -11 -12 -�3 -14 � �� e � � � � � � � � � ; cr, � � � d"- W 14X30 � /�'\ � �� � — ��.7�� -15 -16 -17 -18 -19 � — — — — — � — — — — — — — — — — — — � —� v �� }� � � � � � � � � m m � � -°�� V o 32L SP2 32L �P4 3g� �p� � -20 -21 -22 -23 -24 I p� � � � � � � � # � � ,.,; ..r -` 6 �., �y/� I p 'r''',��' ',/ '�� 'GV -�7 -2U !'�'{,!�%,.'-��`�f�,�'�f� � . �� ',f;{,`s`/� .. (E}{� a � � � � � � � e � '''',''� �j�j �r' E , � , O y„��, /I � -3Q -31 -32 -33 -34 � i i i � o + � e + � � + _ _ + _ � 32L SP2 32L SP4 36L SP2 � -� � X� N �;' -35 -36 -37 -38 -39 � � m � � � o � � � � � � � � � � � �� I - � 3 � I -4Q -41 -42 -43 -44 � • ki � � � � � � � � o � � � �{ry� . M3S110-92 S�(}$ � �_ -45 -46 -47 -48 -49 , 32L SP2 32L SP4 �6L SP2 �' � �' � � �" � � � � � � � �-fl � � 2 \ -50 =51 =52 =53 =54 . `�' SFRS �1510-13 S4fl � rx� � � � � I . "' � -55 -56 -57 -58 -59 � — — � — �- — — — — — — — — — — — — — � — — `..� —� (�� � 2 � � � -60 �61 -62 -63 -64 � t�' �� 7 0-� � � � �� 0 4' 8' 16' 24` � i SCRLE: 1/8"= 1'-0" ��,��e�,y�� STRUCTURAL ENGINEEft-OF-RECORD � ��RT�� R��F T�� R� FI�t11Vi�� PL�i V —G� ��e�°�.��,"��"� ��`�� CMC CARY ENGINEERING �. C �' � � � P.0_BOX 2525 SCALE: `(!8'°= 1'-0'� � :� <. � A�, �� GREENVlLLF_,SC 29602 '� 5e96�@Z °°�.�,s�r,�a�o `�`` :� PHQNE:864-6Q9-534Q . ` _ FAX:864-609-5344 �� S�Y �� S�i�� 7 R��.��, ��s��r��+�r�' ��5�' i�� �at'�''�I��',��" CMCCE PROJECT#14-1061 � ACCEPTABIL(Tl' DRAWN DATE SUBTITLE CUftRENT REVISION SYMBOL DATE n+ SYM ftEVISiON BY APPRQVED DATE SYM ftEV(SIdN BY APPRQVEd DATE ��`�- ';�? ' �P��N�To� owo �oin��a PARTIAL R(�C}F TC�P CH�� FR�NIIN� PLAN v�2��s��7 10/09i14 � THfS DESIGN AND/OR CHECKEo , SPECIFICATION IS APPFtOVEC} RLP 10/09(14 �H��T � , � � / SMI-wYENsiFE� ENGINEER T1TLE Boeing 777X�WC BUIL[71(�G h � ��'.!�- APPROVE�BY DEPT. DATE AKR 'IO/OJI'�4 �� n� �� � t�oz�2��o�i27 CHEGKED �� ��JILD�N� 40-5� � m�� fl APPROVED ,lOB NO. COMP NO. Q ��,� i,�P`� A rover 4t�-58-R�'S160T�29 0 T� aF A��Q4 APPROVED ��UCTURAL MASTER EVERETT,WA owG N°. 40-58-RFS160T-29