Laserfiche WebLink
� <br /> 1 <br /> , <br /> LEGEf�D <br /> 1 .75 1 .80 � .85 2.00 2.3�J 2.7Q 3.�0 3.05 <br /> HT-KX HEAQER TRUSS DESlGNATION (SEE S32�) . <br /> 25'-0" 3D'-0" 30'-(?" 25'-Q" 25'-Q° 25'-0" 30'-0° ST-XX SWAYTRUSS DESIGNATION (SEE 5322-5329) ' <br /> I I I I I I � � MT-TRUSS MAIN TRUSS DESIGNATEON (SEE 5320&S321} <br /> �--� (+!-XXk} LRFC1 FACTC}RED AXIAL LOAD F�R CQNNECTI�N DES[GN <br /> � <br /> � � 2 � (PQS =TENSIQN, NEG=C�MPRESSI!ON} <br /> M35110-12 S4a8 MT-TRU�S SFRS M3S110-12 84�8 1510-13 S4d5---�\ V=XXk LRFD FACTC]RED SHEAR LOAD FQR CClNNECTIt7N DESIGN <br /> � — — — � — — — — — — — — — � — — — — — — — — — — — — — — — — E <br /> N o c xxLHSPx SPECIAL JQIST DESIGNATI(7N . <br /> � 32L SP2 1510-15 S4U5 36L SP1 > 4$LHSR1 D ble Pitehed > 36L SP1 (SEE 5402 & S403 FOR LOALIING PROFILES) <br /> � <br /> , � � <br /> � � � <br /> � � � � , GENERAL N{�TES <br /> 32L SP2 36L SP1 48WSP1 � ble Pitchscl 36L SP1 - <br /> M <br /> I �` � <br /> 1�',> SWAY TRUSSES SPANNING 125'-Q"FROM <br /> I o � Q MT-TRUSS TC?MT-TRUSS, TISWAY TRUSS <br /> ' � � � AT 5" BE�OW BQTTOM OF DECK(B_U_D.} <br /> � � + I ( � * I F�R 5"JOIST SEATS. � <br /> o �� � ��% C.L. MAIN TRUSS MT-TRUSS TOP CHORD AT 1'-2 1i2" <br /> 16'-0" . <br /> BELaW BOTTOM flF DECK(S.t�_D.) <br /> 32L SP2 36L SP1 48LHSP1 D b!e Pifched 36L SP1 � HEADER TRUSS HT-H1 SPANNING 200`-0"FROM ' <br /> . I � � � � 2 0 � GRID 1.20 TO GRlD �.6v <br /> � <br /> � M3S11f}-12 540� > a „ <br /> � � ���X�� W14X30 � /�\ �� HEADERTRUSS HT-H2 SPANNING 20�'-0 FROM <br /> • o — — — — — — — — — — — x — — — — — — — — — � — — — — E.G'��} GRID 3.20 TO GRID 3.60 <br /> 2 v ,� Y � �, / <br /> � i I � I � � G> W10x22 C)UTRIGGER FOR DECK EDGE ANGLE SUPPORT <br /> 32L SPZ 3S�H�p� IM3S110-12 S406 �, 48LHSP'i D bie Pitched > 36L SP1 <br /> ��� HSS6x3x1/4 VERTICAL QN FACE OF HEADER TRUSS � <br /> FOR DECK EDGE ANGLE SUPPORT � <br /> "' � I � � � cn � � SEE STEEL ROOF DECK NOTES 4N S2� FOR RODF � <br /> CONSTRUCTION. <br /> o � � _ <br /> � � <br /> 32L SP2 36L SP1 4$LHSP1 D ble Pitched 36L SP1 - <br /> `� +CC�NSTRUCTICJN I�QTES <br /> � � � � � � <br /> � � � Y I <br /> � ,� � <br /> �- <br /> � � nn�s��o-�� ��os "' � + `�=--'" <br /> o � � <br /> � � , <br /> 32L I SP2 36L I SF'1 I 48LHSP1 D b!e Pitched ( 36L I SP`I � <br /> .� ,� • <br /> 0 0 <br /> �, , <br /> � <br /> � — —1 — — — — — — — _ � — "� W14X3€3 � — — — � — — — W14X30 X /^\, <br /> o — � — — — — — — <br /> ,- I— E.FJQ <br /> � � Y U ,\� <br /> �� <br /> C¢ � <br /> 32L SP2 36L SP1 > 48LHSR1 D ble Pitched > 36L SP1 <br /> � � � � � <br /> � � � �E�EREc�cE ��w�r��s <br /> o � � <br /> 32LNSP2 36LHSP'� I 48LHSP1 D ble Pitched I 36LHSP1 _ RFS3T-COMPOSITE TOP CHORD R�OF FRAMING FLAN � <br /> M <br /> � �_ <br /> � X � <br /> �- o <br /> � � � � ( � � + � <br /> � RFS160B-1Q S4�(?4 � <br /> z 7 a 3 e <br /> 32L SP2 36L SP1 48LHSP1 D b#e Pi#ched 36L SP1 A A <br /> -10 -11 -12 -13 -14 <br /> I � cn � � �' � ��,�f— — � — — � — — t — — t — � <br /> � <br /> ��-, � W14?C30 ' w�4x3o � r----�, � -15 -16 -17 � -18 � -19 <br /> o — — — — — — — — — — — � — — — — — — — — — '� — — — — E.75 O� — + - - �- - - -� - - -�- - � , <br /> v '� Y v �� -20 -21 -22 -23 -24 � <br /> I ( c' �, � � � � <br /> � � � � � _ � � � � � � � <br /> 32LHSP2 36LHSP1 � � 48LHSP1 D b!e Pitched ( � 36L�SP1 ° n <br /> -25 -26 -27 -28 -29 <br /> ,%f`_� {- <br /> � E — — — f,r;��i�{i:''�'%' — — � — — —i�E� <br /> o � � � � -30 -31 �`'�:;-32 j f�' -33 � -� � <br /> � � � � fs �rr,��%f <br /> c�n sn �F� _ � _ _ ` ''`s!,.� ,'�� _ , � _ � <br /> t.I � " <br /> 32L SP2 -35 -36 -37 -38 -39 <br /> 36L SP1 48LHSP1 D ble Pitched 36L SP1 - �� � � <br /> �' (JF— — � - - � - - � - - � — -i{c} <br /> � � I I o � "' � -ao -�T -42 -a� -� � <br /> .� 2 � � . <br /> � 3 � � � Of— — � - - � - - � - - � — —�fl , <br /> ' � M3S11a-92 s408 � � � -45 �6 -47 -48 -49 ' <br /> o L <br /> M3S110-12 S40$ ��� I <br /> 32LWSP2 � � I t�Jr' — � - - � - - } - - � — �� <br /> 36L�SR1 48LHSP1 � ble Pitched 36LWSP1 � -5Q � -51 -52 I -53 -54 <br /> N �C ,Y � ��{}-� � } � � � � � } � � � � �-(K 1 <br /> N �` SFRS > /I -55 I -56 -57 I -5s -�s ��, <br /> - 1 S 10-13 S405-�� <br /> — — — — — — — — — — — — — — — — F �`�" � <br /> 1 � -so -s� -s2 -s� -sa. <br /> 1 S10-15 S405 � — — — — — — — — � <br /> ,� �p � � o � `� � <br /> 0 4` 8' 16` 24' <br /> SGALE= 1/8°- 1�-0„ <br /> -- STRUCTURAL EN�INEER-0E-REGORQ <br /> p�A�F{Lfi��,��r <br /> PARTIAL RC��JF T�P CHQF�D FRA��IN�a PLAN -32 R� ��4��$°�:*"��'����� �,�;��;�� CMC CARY ENGINEER(NG <br /> sca��_ ��s° _ ��-o„ 1`�1 < � � � ° ����! <br /> ����� P_0_B�X 2525 <br /> � � � �*+,.rrr� GREENVILLE,SC 296D2 � <br /> � s�ouasr �. PHONE_864-609-5340 ; <br /> ��� <br /> ° '��c,sra�o �� <br /> _ _ _ �``'ss , -`��r <br /> __ FAX:864-609-5344 <br /> ��� 5V�/ '����'1 ���''�'E4� �L11�E�' 3�� . <br /> ��°�1�Qr1i, 11'�c��1��I���4�t' 9��'�� ; tolc� �►¢ <br /> ��''`�I��'I��'�r° CMCCE PROJECT#14-1061 Q <br /> QRAWN DATE SUBTITLE CURRENT REVISION SYMBO� 6ATE � <br /> SYM REVISION 8Y APPROVED QATE SYM REVtSIQN BY APPRQVED QATE R���N�to ACCEPTABIL(TY DWD '�Q�d�I�4 PARTIAL Rt�OF TQP CH�RD FRAMIN� PLAN � <br /> � � THfSdES1GNANDlflR CHECKED ���J�83�7 10I09/14 n; <br /> SPEC4F{GRTION IS APPRt?VE� F�LP 10109I14 st���T � <br /> � S�F��,S,�E� ENGINEER TITIE Boeing 777X CWG BUILDING /� /"� � <br /> c����� APPROVED BY DEPT. DATE AKR 10109114 D (,,� ' ) n <br /> • rvo.z3zat-mo3i�r CHECKED (� � � ( j�� � ,/ c <br /> ��� � �o APPROVED B U I L D I N G 4� 58 �g�p ♦'j � COMP NO. � ` <br /> %, \tiP A rover <br /> �OF RUZ�n� APPROVED 4 0-5 8-R F S 1 6 4 T-3 2 0 <br /> STRtJCTURAL MASTER EVEREI�T,WA °WG"°� 40-58-RFS160T-32 <br />