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V=XXk LRFD FACTORED SHEAR LOAD FOR CO[vtNECTION �ESIGN � <br /> N • <br /> � 1S10-15 S405 32L SP2 3�L SP2 32L SP2 32LHSP� double Pitched �. <br /> xxLHSPx SPECIAL J�IST DESIGNATIt?N , <br /> {SEE 5402&S4Q3 FOR LOADING PROFILES) <br /> � <br /> 0 <br /> I � � <br /> 32L SP2 32L SP2 32L SP2 32LH5P3 Dauble Pitched � �7 E N E RAL N C7TES <br /> � <br /> � � <br /> � <br /> I � SWAY TRUSSES SPANNWG 125'-t}"FI�OM . <br /> � I I I � MT-TRUSS 7Q MT-TRUSS, T/BWAY TRUSS <br /> a AT 5" BELOW BOTTOM OF DECK(B_O.D_} <br /> FOR 5"JOIST SEATS_ . <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched <br /> � C.L_ MAW TRUSS MT-TRUSS TQP CHQRD AT 1'-2 1C2" <br /> BELOW BQTTOM OF DECK(B.�_D.} <br /> C� HEADER TRUSS HT-H1 SPANNING 24Q'-4"FR�M <br /> � j"' GRID 120 TO GRID 1.6Q <br /> � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E.`?� HEADER TRUSS HT-H2 SPANNING 200'-0"FROM <br /> � � � �� 4 <br /> GRID 320 TO GRID 3_60 <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched �� W10x22 OUTRIGGER FOR DECK EDGE ANGLE SUPP�RT . <br /> 6� HSS6�3x1/4 VERTICAL 4N FACE OF HEAGER TRUSS . <br /> � I I I FOR DECK EDGE ANGLE SUPPORT • <br /> � ��j SEE STEEL ROOF DECK NOTES ON S2C FC3R RO�F <br /> CONSTRUCTION. <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 C}ouble Pitched �, <br /> � <br /> � �, � � � C4NSTRUCTI�QN NC�TES <br /> o � ��`- � � <br /> I `� I � I `� `� �-.-- <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched <br /> � <br /> I � I f \ <br /> o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E.50 : <br /> 32L SP2 32L SP2 32L SP2 32LHSP3 Double Pitched <br /> � � <br /> � <br /> 2 <br /> O RFS1608-� �40� R E F E R E N�E D RAW I I��S � � <br /> 32L I SP2 32L ISP2 32L I SP2 32LHSP3 Qouble Pitched t.�, � <br /> - RFS3T- COMP�SITE TOP CH�C?RD F�QOF FRAMING PLAN <br /> � <br /> `,' � ( ( <br /> 0 <br /> 3�L SP2 32L SP2 32L SP2 32LNSP3 Qouble Pitched � (i � Qa , 4 <br /> A A <br /> I I I <br /> -10 -11 -12 -13 -14 . <br /> � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� � — � — — � — — � — — -}- — � . . <br /> o — E.7�J -15 -16 -17 -'[$ � -19 � . <br /> � � � i �C�� — � - - � - - � - - � — —i(�� <br /> 32LHSP2 32LNSP2 32LHSP2 32LHSP3 Doub(e Pifched � -20 -29 � -22 -23 -24 � <br /> ; p, — + — _ + _ _ + _ _ + — _ � <br /> ; i�_... <br /> -25 -26 -27 -28 -29 <br /> o � � — ;�, - - - - - - -�1 <br /> � �� ,.;�.t'�/`��;'P � � I <br /> -30 r�' >-31;�./�; -32 -33 -34 <br /> �F _ ,�,'!r;,f,,'`'.,;% — — — — — F <br /> 32L SP2 32L SP2 32L SF'2 32LHSP3 Double Pitched - �� + + � � <br /> M <br /> -35 -36 -37 -38 -39 <br /> � � � � (c��-- — —{-- — — � — — � — — � — -1-(e) <br /> �, � ' -40 � -41 -42 � -43 -44 ' <br /> � M3S11C1-32 5408 �H)F — � - - � - - � - - � — —}�r+} <br /> � <br /> I I <br /> 32LI�SP2 32L�SP2 32Ll�SP2 32LHSP3 Double Pitched � �5 -46 =47 =48 -49 - <br /> �" I � � � � �J <br /> N 2 -50 -51 -52 -53 -54 <br /> �' M�-TRUSS SFRS \ �„�L — � - - � - - � - - � — � <br /> � r,r ��� <br /> — — — — — — — — — — — — — — — — — — — — — — — � -55 -56 -57 -58 -59 <br /> 1 !� �'; <br /> '�� <br /> 1 S10-15 S405 � -60 -61 -62 =63 -64 � <br /> �/ � <br /> I I I I I I . 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'�� FAX:864-609-5344 <br /> ��� �W' ���h, 5treefi� Suit� ��7 <br /> ���t�+��i, W����n��c�n �$Q�7 i�t� �tf <br /> �!�i°�I�'��I�1 r°' CMCCE PROJECT#14-1061 a <br /> SYM REVISfON BY APPROVED DATE SYM REVISION BY APPRQVED DATE �, DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE � <br /> �PS N E N c T o�� ACCEPTABILfTY DWD 10/09/14 W2548317 1D/09/14 ¢ <br /> �-�----�,, THISDESIGNAND/OR RL�cK�° 10109114 PARTIAL RCIOF T�P CHQRD FRAMING PLAN �HE� <br /> SPECIFIGATIQN IS APPROVED ti ` <br /> SA�-(riNEN STEEL ERtG1fVEER TITLE � <br /> � ���.��- APPROVED BY DEPT. DATE AKR �IDIOJ�"I4 Boeing 717X GWC SUILdI(�G <br /> � � '��'''��.... tn' RF� 16�T 3 � � � <br /> No2az�4auosi27 CHECKED ��I L�I�V �1� �� ! c <br /> m�'� o APPROVED JOB NO. COMP NO. a ' <br /> ��`'qT� oF nu�H4���'P� AP�RovEo owG�o. 4fl-58-RFS160T-31. � ' <br /> STRUCTllRAL MASTER EVERETT,WA 40-�8-RFS160T-31 <br />