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(f�-XXk) LRFD FACTOREd AXIAL LOAD F�R CQNNECTI4N DESIGN <br /> �. � �'' `-� (PQS =TENS{ON, NE�=COMPRE�SION) <br /> � — — — — — — — — — — — — — — — — @ � � �� �� � �a m — — — — — � <br /> N � ` V=XXk LRF� FA�T4RE[}SHEAR LOAD F�ft CQN(VECTI4N �ESIGN <br /> � o <br /> N r Q <br /> � 32L SP2 1S10-15 5405 36L SP'l � 48LHSP1 D uble Pitched � 36L SP1 <br /> xxLHSPx SPECIAL JOI�T DESIGNATION • ' <br /> I I I I I (SEE 5402&S403 FOR LOADING PROFILES) <br /> � � � <br /> a � � <br /> 32LHSP2 36LHSP1 I 48LHSP9 Q uble Pitched 36LHSP1 t,�, <br /> -� � NEI�L N�TES <br /> � <br /> � � N C� SWAY TRUSSES SPANNING 'f25'-Q"FRC7M <br /> � � <br /> "' ( I �,-. I I � =� I MT-TRUSS T� MT-TRUSS, T/SWAY TRUSS <br /> p ; AT 5" BELOW BOTTf�M QF DECK(B_�.D.) <br /> �� p 1�'f_�" FOR 5" JOIST SEATS. " <br /> 32L SP4 36L SP4 48LHSP2� uble Pitched 36L SP4 2 i C.L. MAIN TRUSS MT-TRUSS TC)P CHORD AT 1'-2 1/2" � <br /> � BELOW BQTTOM QF DECK(8.�_D.} <br /> I I � i I � � � I <br /> � M3S110-12 5406 � nt Q � GRI�� 1.20 TO GrZ DT1 60 �ANiVING 200'-Q"FRGM <br /> � � W 14X30 1.14X30 � /-�1 <br /> — — — ---- � — — — — — x — — — — — — — — — � — — — — 'K.25 <br /> � � � � � U 4 HEAQER TRUSS HT-H2 SPANNII"+tG 2�0'-a" FROM <br /> � <br /> 32LI�SP4 36LHSP4 � M3S11d-12 S4Q6 � � 4$LHSP2 D uble Pitched I � �6����� GR1D 3.20 TO GR(D 3_60 <br /> � W1�x22 CJUTRIGGER FOR DE�K EDGE ANGLE SUPPORT <br /> � I I ( I � I ��% HSS6x3x'1/4 VERTICAL C�N FACE OF NEA�ER TRUSS ' . <br /> Q � � FOR[]ECK EDGE ANGLE SUPPQRT <br /> cn � � SEE STEEL RQOF DEGK NOTES C?N S2C FQR ROfQF <br /> 32L SP4 36L SP4 4$LHSP2 D uble Pitched ��;� gp4 _ CONSTRUCTIO�1_ <br /> � <br /> I I � 4 I � � � � � <br /> �' ��1 ������T��� ���E� <br /> � � � <br /> � � M3S110-12 S4Q6 � � <br /> o � <br /> 32L�SP4 36LHSP4 � 48LHSP2 Q uble Pitched � 36L�YSP4 � <br /> � <br /> � � <br /> o � <br /> > � <br /> � X W 14X3Q � W 14X34 � �P��� � <br /> � _ �_ _ o � — — — — —�— — — � — — — �— — — �— — — — �- — —�- — � — �.�J� <br /> U � � U �. <br /> 32L SP4 36L SP4 � 48LHSP2 D uble Pitched > ��� ��'4 <br /> ( � � � � <br /> � <br /> o � � � ��1 1��V� �JI �►/"lV V � { Y�..J� <br /> cii � �I� <br /> 32LHSP4 36LHSP4 � 48LHSP2 D�uble Pitched � 36LW5P4 �, . <br /> .� m RFS3T- COMPC�SiTE T�P CHOR� ROOF FRAMI�lG PLAN ' <br /> � � � <br /> �r' >C r. <br /> � �` <br /> C.o �,' � c�' .. <br /> Q I RFS16Q8-10 S4Q4 =- I I � `y I <br /> 32L SP4 36L SP4 48LHSP2 D uble Pitched �6� SP4 <br /> �\ 9��� 1�p.3. tl� 17 �� � Q � A <br /> � o `r' r <br /> � � � � � ( } � � -10 -19 -12 -13 -14 <br /> � �- W 14X30 W 14X30 � � �� ��� � � � � � � � � � � � � � <br /> X � — x � m � � � ,� <br /> o — � v � � � m e v o v � — — — — — — — �r�r K.7� -1� -'f 6 -17 -18 -19 � . . <br /> C} � x � � <br /> cac� � ��}� v � � � � � e � � � � � �-(c� ' <br /> 32L�I�P9 36LI-��P6 � � 48LHSP3 D uble Pitched � � 36L�fSP6 -�� -21 -22 -23 -24 � �� <br /> �� _ _ _ � � + - - �. _ _ �, <br /> I� � -�- , �- <br /> -25 -26 -27 -28 -29 <br /> � �� � � � � � — — � — — � — � <br /> o � ( � ( � � � E � � <br /> � � -30 -31 -32 -33 -34 <br /> � �>�.., _ � � � _.�._ _ _ � _ _ � _ � <br /> 32L SP9 36L SP6 4$LHSP3 D uble Pitched 36� SP6 �, .�� <br /> ( I � I I � � I �, G -35 �36 =37 =38 �39 G <br /> � N � N � � � � � � <br /> � � � -40 -49 -�2 -43 -44 . <br /> � = � � _ + _ _ �. _ _ + _ � + _ �, <br /> � _� <br /> 32LF�SP9 36LF�SP6 � 48LHSP3 D uble Pitched � 38LF�SP6 -45 -46 -47 -48 -49 � _ <br /> 1 , � �� ,� � �r $� ��� 8 4 8 4 9' 2" Y 10 Q 10' Q 10' 0" 10' 0" ��� � � e _ � — — � � � � — �-(�) <br /> 0 4''-2" 8'-4° 8'-4" 9'-2" 1Q'-0" , 1Q'-0" r.,� 90'-0°' 10'-0" 10'-0° �' 2" o �'-4" 8 -�° o $ -4 8'-4 , 8 -4 , e; _ �_ �� �_ , _ � ,_ �� _ „ � _ I I <br /> � c�t �� i� -5Q -5� -52 -53 -54 <br /> � � � v�t� x�o w� x�o "��' w2�x�o � � w� x5o s��s � w� x�o N � w� x�o � w� x�o � � � w2�x�o � C?�- - --� - - , l,�,,T , !,; — � � � �-C) <br /> L -55 -56 ',,��-57f;r`,�;�` -58 -59 <br /> (+i-I6�k} (+l-I95lcJ -- (+/-1I20k) {+1-I150k� +/-15k) {+l-1I50k) �+1-I120k) �+l-95kj � ,�.�,r'�"�',��`,% �,;, <br /> 1 � � <br /> � � 4 �- � -60 �61 �62 -63 �64 � <br /> F�FS'1608-1 Q 5407 • <br /> RFS160T-�0 5411 RF�'164T-�0 S41� RFS�9 60T-14 S'411 �, 9: �_� i_r � 6� � a � a <br /> I I I I oou����iTc�Eo �_-� I I � I � � � � Q` � . <br /> PERIMETEft BEAM <br /> � 4' S' 16" 24` <br /> ��� <br /> ��- � <br /> SCALE: 1/8"= 1'-0„ <br /> _ _. _. STRUGTURAL ENGINEER-OF-REC£�RD <br /> ,A"�H I.P�,y� <br /> ��;�h�°�`"As`"�.��o� �,�.�'`�� CMC CARY ENGINEERING <br /> PARTI�L F�QC�F T�1P CH�l�D FI�A�IING �LA[� -5� <br /> SCALE: 118°= 1'-D" � , � ,� . � � <br /> �' P_0_BOX 2525 <br /> .� � � � w�,�r�r� GREENVILLE,SC 29602 <br /> � sQasa�� �„ <br /> °.� '�s�,sT�Rs� � � PHONE_864-6D9-5340 � <br /> _ _ �'s �: <br /> _ F.AX:864-609-5344 ' <br /> ��� �VV �b�� �fi�r��t S�i�� �Q�� : < . <br /> �����n� VW�sh�����n ����� ����;�'� <br /> ���l��'������ CMCCE PROJECT#14-1061 Q <br /> QRqWN [JATF SUBTITLE Ct1RRENT REVISION SYM60L dATE r�,, <br /> SYM REVISION BY APPR4VED DATE SYM R�ttSiOf� BY RPPROVED DATE H t h� �� AGCEFTABIL(T'Y DWD 'IOIO�/"I� PARTIAL R�OF TOP �HO�Q FI�M1N� PLAN � <br /> �10.� _roy\ W254$317 10/09/14 � <br /> ��� THIS DESIGN AND/OR �HECfCEi� h <br /> SPECIFIGAT[ONISAPPROVED R��' ��/09��`� sHE�r � <br /> � SP�o�E"S,�E� Er���NEER T��LE �oeing 777X CWC BUILDING � <br /> �'�.��. APPROVEQ BY DEPT. DATE A}(R 'ID/Q9/�4 � � ��T��� <br /> t�.z�zurt-aA3�27 CHE�KED � t'� <br /> ��I L�I N G 4Q-58 ' � <br /> ���,�. �j APPROI/ED JOB NO. C(�MP NO. � <br /> 4fl-58-RFS16�T-57 0 <br /> ��`.�, �-__ `tiF�� A rover D4VG NO. <br /> ��r�` UF AUTN�� APPRC�VED ��RUCTURAL MASTER EVERETT,WA 40-58-RFS160T-57 ' <br />