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S <br /> � � <br /> - LE���lC� <br /> 1 .7� 1 .80 1 .�5 2.Q� 30 2.70 �.0(} 3.Q5 <br /> � <br /> � HT-XX HEAQER TRUSS DESIGNATION (SEE S32(?) <br /> ��i �11 ��1 4�ll �Ot_�It ��1_�11 ��!_�II ��1_�i �Of._��! <br /> ST-XX SWAY TRUSS DESIG�JATION {SEE S322- 5329} <br /> I I �; «, { �N I � I � I I � N I <br /> u� �;, u.t �. -°■ 4.aa TOWER ROQF w ` � Y MT-TRUSS MAIRJ Tf�USS DESIGNATI�N (SEE S320& 53�1) <br /> r� � a � r��? e,. � �? ca `�' <br /> O � C?o 4� : p"��, tj� <br /> 4 1 aci cv m �v �� cs.i c., a,� m cv ai �a (+f-XXk) LRFQ FACTC?RED AXIAL LOAD FOR CQ[�lNECTI�N QESlGN <br /> 4 r 4 � 4 <br /> RFS16t38-1� S4�7 � (P�S =TENSIC�N, NEG=COMPRESSION) <br /> RFS160T-10 5413 M3S19a-�2 S4(l8 � <br /> � � `� ( RFS960T-'I� 5�11 � � i � RFS160T-10 5411 ,� I DOUBLE PITCHED � RFS�6[lT-1E} 5411 <br /> I I I I � � I�����ETER BEAM I I V=X)Ck LRF� FACTC)RED SHE/-�R L.OAQ FQR CONNECTIQN DESlGN <br /> g <br /> SFRS W18X50 SfRS �/����0 S�RS �/�{�1X�p SFRS <br /> W'18X50 SFRS � i W18X50 5��� W18X50 SFi�S W2 X50 SFRS W21X5QSFRS <br /> � �xx SPx SPECIAL JOIST DESIGNATiON <br /> � r. i,,, ti (SEE S�C1� &5403 F�R LOADlNG PRC�FILES) <br /> � N {+�-so�} �T�-s��� o �+�-�zok� .� t+t-3���7 � �+�-���� o t+i-��o�� � {+�-�zo�} � {+f-���} : ` <br /> N N 4�-�° s�-�° a�-4° � ��-��� I �o�-a° I 1 a�-o�� � �a�-o° �n�-o° �o�-o° �-2° � ��-a� $�-�E� � a� ��� I a�-�,f I a�-a,� X a�-ai� �i-a° a�-��� I s�-�° � I �o�-o�� I ���-o° � �o�-a� ,�o �o�-a�� ,� <br /> � �-- � � � r �. , . <br /> 32LHSP9 3�L SP6 48LHSP3 D �tble Pitched 36LHSP6 <br /> � <br /> I I I I I �����L N�T�� <br /> Q <br /> � � <br /> � � <br /> �� SWAY TRUSSES SPANNiN�125'-4"FRQM <br /> 32LNSF9 36L SPG 48LHSP3 D uble Pitched 36LHSP6 �„ MT-TRUSS TO MT-TRUSS, TISWAY TRUSS <br /> - AT 5" BELOW SOTTC)M OF QECK(B_O.D.) <br /> � � � ,,G " FOR 5" JOIST SEATS. <br /> `t � � � �� C.L. MAIN TRUSS MT-TRUSS TQP CHQRQ AT 1'-2 1/2" <br /> N � <br /> `;' � +, � + BEI OW 80TTOM QF DECK(8.t?_Q.) �. <br /> o , <br /> I I �6�_p�� I I ��t_�, � � HEADER TRUSS HT-H1 SPANNING 200`-0"FROM <br /> 32LHSP9 36L SP6 48LHSP� Q uble Pitched 36LHSP6 GRIQ 1.20 TC�GRID 1_60 <br /> 4 �` HEADER TRUSS HT-H2 SPANNING 2�0'-0" FROM <br /> � 2 a GRI�320 70 GRID 3_60 <br /> � � �i � � M3S114-12 5406 .`�s � � <br /> u,, X W'14X3Q � W14X3Q � � � _ _ �� 5 \� W10x22 OUTRIGGER FOR DECK EDGE ANGLE Sl1PF'QRT <br /> o — — — — — — — — — — — — — — — — — — — -�s <br /> t- s- <br /> C? g � � U <br /> `� � HSS6x3x'l/�VERTICAL ON FACE OF HEAQER TRUSS <br /> 32LHSP4 36L SP4 3 ����`��-1� �`�a� 48LH5P2 C} uble Pitched > 36LHSP4 FQR DEGK E�GE ANGLE SUPPORT <br /> � <br /> �� SEE STEEL ROC�F DECtC NOTES �N S2C FOR ROC}F <br /> CQNSTRUCTION. , <br /> � <br /> � <br /> o � � � <br /> I � � � � � � � CC�I��TF�l��T1�N �!�}T�� <br /> 32LHSF4 36L SP4 48LHSP2 D ubie Pitched � 36�HSP4 � <br /> � �X <br /> �, I I � I I � I <br /> a � � � <br /> 32LHSP4 36� SP4 48LHSP2 D uble Pitched 36LHSP4 <br /> Y .i <br /> Q O <br /> � � <br /> II f{ <br /> �, � w��x�a � � w��xso � ;�-`� <br /> 0 — — � _ _. _ _ _ � _ — — x — — — — — _ o _ -- -a — — — — A.50 <br /> � � � � � � o v � �� <br /> � � <br /> 32LHSP4 36L SP4 � 48LHSP2 D uble Pitched > 36LHSP4 <br /> i \ ���1..l� VI �U"�V V � t YV� <br /> � � � ( � � � <br /> ' o � � � � Q RFS3T-COMPQSITE TOP CHORD ROQF FfiAMING PLAN . � <br /> � � �.�y v , <br /> 32LNSP4 36L SP4 � � 4$LHSP�a uble Pitched � + 36LH5P4 �, <br /> � <br /> � <br /> � 2 �S � � R � �.. � �-�� � l'�'� .� - �,� A <br /> J <br /> o RFS1608-1 t7 54�4 tn tA �� `� , /�./�;r,f � <br /> .. M3S�10-'}2 S406 -70 -11 1 � �� f <br /> �'�-12:0,� -13 -'f4 <br /> I I I I I g � � � ''1"`�'`�;"'�'r.`%` � � � � <br /> 32LHSP4 36L SP� 48LHSP2 DQuble Pitch2d 36LHSF4 � � � � <br /> -15 -16 -17 -18 -19 <br /> 0 0 �}� � � � a � — — � � � � � �{c) <br /> � <br /> u, � � v W 14X3Q � � � � W 14X3Q � � �\ \}' -Zo -2� -22 -2s -24 ' " , , <br /> � - - - a _ � a � - - - � - - - - - - - - - - -� - - - - �a.7�� � � � � _ -� _ _ + _ - + _ - �-0 <br /> i� � � v t� <br /> > � -25 -2fi -27 -28 -29 <br /> 32LHSP4 36L SP4 48LHSP2 D uble Pitched 36LHSP4 � � � � � � � � � � � � � � �j <br /> � <br /> -3� -31 -32 -33 -34 <br /> � �,� _ � _ _ + - e + _ - + e � <br /> ��, <br /> o -35 -36 -37 -38 -3� <br /> �C p�Q Y ^I � � <br /> � � � I I � �"" � lUj� � � � � � � � � � � � � �1-(G} <br /> 32LHSP2 36L SP1 { 4$LNSP'1 � ubie Pitched � * 36LHSP1 = ' -4fl -41 -42 -43 -44 I v <br /> � �` — � � — � - - � - - � — �-��+) <br /> �� I <br /> -45 -46 -47 -48 -49 <br /> � I �3 I � 2 I I � I �� � � � o � � � m � � e .�} <br /> I `" <br /> � M3S110-12 5408 `�j ,� ft�13S110-12 5408 � -50 �51 �52 ��3 054 <br /> L�' �`- �� � � � � I <br /> 32LHSP2 36L SP1 �8LHSP1 D uble Pitched 36LHSP1 <br /> -55 -5� -57 -58 -59 <br /> � � � ��� � <br /> N � � <br /> � — — > - SFRS ' 1 S 10-13 �5405/�_ � -60 �61 s62 =63 =f4 � <br /> � — — — — — — — — — — — — — — — — — — — — — — — — — � L7 �+.� .a � .� i a � a � �. <br /> 1 � �. : <br /> i � i i i i <br /> 1S1Q-15 S405 <br /> � I 0 4' 8' 16` 24' <br /> ( �— �- - ---- --- --, <br /> I <br /> ( I <br /> ( <br /> ( <br /> SCALE: 118°= 1'-0" <br /> ��,�Hs,E�H� <br /> STRUCTURAL ENGINEER-OF-RECORD <br /> ,�,4��' ��trnst�r,,���'�rfl �`..�ad9�:�`�. <br /> � �� . �� { � � �. CMC �ARY �NGINEERING <br /> � �r Q �,n <br /> �� �' ' P_Q.BOX 2525 ° <br /> � <br /> �� s�a�r � "'� �� GREENVILLE,SC 29602 <br /> PARTI�L !��{�F T�P �H�}1�� �RA�ING PLAN —12 _ �.�s�s�ana�9 �� � : P�oN�_8�.-6og-�3�Q <br /> � , . _ '�' FAX:864-609-534� <br /> SCALE: 118°_ ��-o�� �Q� 51�1' ���h ���`e+�� ���t� �t��' t,...-�'` � � . <br /> ��n�a�, '�f���i���ar� �����' ���� �� � <br /> ��'�/�'���.��d°' GMCCE�ROJECT#14-1061 Q <br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE Cf1 <br /> SYM REVISION BY APPRQVED DATE SYM REVISION BY APPRQVED DATE '�1 <br /> H�r��r\ AGC�PTA�I�tTY DWD 101Q9114 <br /> ��� --�� � TH[SDESIGNAND/OR CHECKED PARTIAL R�C�F T�P CH�I�D FR�MING PLAN W2548347 10/49/14 � <br /> SPEClFIGATION IS APPROVE� RLP 10ID9i14 �H��T � <br /> � s�-t�lENSTEE� ENGINEER T1TLE Baeing 777X CWG BUIL�If�G a <br /> ��.l�. APPROVEO BY DEPT. DATE AKR 1 OIQ9/14 F � ��T � � <br /> Nq.z��p,y.c+;psiz7 CHECKED � � <br /> � BIJILDING ��-5� � <br /> ��� �o' APRROVED ,lQB NCJ. COMP NO. o <br /> i <br /> \'�rF o� AU�NR¢\�� APPROVED ow�r�o. 40a58�RFS16�T-12 Q . <br /> - _ STRUCTURAL MASTER EVERETT,WA 40-58-R�S16flT-12 . <br />