|
� .7�1 �s� � .s� �
<br /> z.00 �,�� �.�o �.00 �,o� LECEI�D
<br /> �
<br /> (�c} QUANT(TY 43F 3f4° DIA.x 4" HEADED SHEAR STUDS �
<br /> C=x BEAM CAMBER BY FABRl�AT4R
<br /> I I I I I I I I R-� �,R�� �Ac�roR��sH�A� ��acT�c�N (K���> � �
<br /> V.�.F.#�c V�R1'ICA�.. �RACE FRAM�, S��.5216-52�9 '
<br /> — — — — — — — — — — — — — tlit 1$X�5(Z�} — W 18X65(28} _ W 18�85{28} — — — — — �
<br /> 25�_0" 30�-Q�� 30'-0" � R=44 Y V,��'-�5b R=q4 R=44 V.��,�5b + R=44 o R=44 V.��.�5b R=44 30'_fl"
<br /> � � � �
<br /> 1510-15 SAQS
<br /> R=44
<br /> � R=75 3X 8 A�} R=75 R=44 W18X35{28)
<br /> ii I � � ------------------------------------------ � � i
<br /> 25110-17 S4a5
<br /> r., ,-, .
<br /> � � R=75 � W33X 'l8(48} R=75 � R=44 W1$X35(�8} R=A4 � � .
<br /> � � � � � --- —�----------------------------------- -------------------- _
<br /> � � � � � � �
<br /> � � � � � � G��I��L N{�TE�
<br /> , � � � , �
<br /> i � � i
<br /> � � � I , 1��75 � I W33X'�18 {48) 1�=75 R=44 W18X35(28) R=44 I I 1.T1TH4F�a FLOC?R SLAB AT EL. '146'-1"
<br /> l --- — ------------------------------------
<br /> -------------
<br /> — 2. T/THIRD FLc�OR STE�L AT EL. 145'-8"
<br /> ��.��� 3. SEE STEEI, FLOOR DECK NOTES ON S2
<br /> � � � F�R SLAB CONS7RUCTiON.
<br /> � � � o� � R=75 W33XT18(4$) R=75 � R=44 W18X35 {28} R=44 � � � �
<br /> — — — — — — — — — — — — — � — — — — — — — «< — — — — — F.��
<br /> � .
<br /> r
<br /> � � �
<br /> � �
<br /> I I I ' I = � I
<br /> R=7� W33X '18(4$) R=75 R=44 W18X35(28) R=44
<br /> I I I �, � I �: � � �, I
<br /> ..
<br /> � R=75 W3�X 1�{4$} R=75 � R�44 W 18X35(28) R�44 "' -
<br /> CC�I�STF�UCTIt�N NC)T�S
<br /> �
<br /> ``� — ---------------- -------- -------------------- rtD. `r'
<br /> t... ------ --------- —
<br /> <--
<br /> � � N �,.� .
<br /> I I I � ���-�o° � �r-o�� — — — � — — � I � I �� '
<br /> R�75 �Jil33X 1 (48) R=75 R=44 i W18?435(28) R=44
<br /> --------------------- -------------- -----
<br /> � � � i I � � v i _— i ��« I
<br /> � � I ( O � o � Q � I ' �
<br /> CV
<br /> � I O�f3 9�'� � � I jC
<br /> I I
<br /> °C R-75 � � I R=75 � R=44� W18X35(28� R=44 �
<br /> — — — — — — — — — — — — — — -- — — — — — — F.50
<br /> a
<br /> I I I `� - - - - - - - - - - - - :
<br /> � v+������s��� _ �, � �,`�� � I
<br /> � ( � � �
<br /> zsa�o-�r s��� .
<br /> R=75 W33?C 18(48) R=75 R-44 �` W18X35(28} R=44
<br /> � � � � ------------------------------------------ � � �
<br /> ,-�
<br /> � � � At(''�c [� J��/�/ f�
<br /> � R=75 W 33� �8 {48} R=75 �, R=44 W 18X35(28} R=44 � ������1 '�!V L �1 \r1 V Y I �i,��
<br /> I I I � --------- � r'
<br /> � � --------------------------------� � -------------------- I �' �
<br /> � �
<br /> . ..
<br /> � � � 3S3�CQMPQSl�I'�THIR.D L�VEL FRAMI�lG PLAN ,
<br /> 1
<br /> I I I � � w�sx��E2�� I 25110-12 sa�� � � �
<br /> R=76 V1l33X 18(48) R=75 R=44 ---R=44
<br /> � t .t o t a
<br /> A q
<br /> 2S�10-12 5415 c, o
<br /> � �' `�, a `� �10 -11 -12 �13 -14
<br /> � � � � R=75 W33X`�18(4$) R-75 � R=44 W18X35 (28) R=44 � � (a}F- — � — — � — — � — — � — ��
<br /> — — — — — — — — — — — — — � � � � — — — — — F.75 � -15 -16 -17 -18 -'19
<br /> � �
<br /> `� � � L��I— — � - - � - - � - - -�- - —�-C�
<br /> �
<br /> I -20 -21 -22 -23 _24
<br /> I I I R=75 W33X1'18(4$} R=75 ( R=44 W18X35(2$) R=44 I � — - - - - - - - - �{o}
<br /> ------------------------------------------ — � � � � � 1
<br /> ------------------- •
<br /> -25 -26 -27 -28 -29
<br /> �e}�— — } - - � - - � - - � - - ��� '
<br /> I I I
<br /> � � � � ! � � ! � .-, � -30 -31 -32 -33 -34
<br /> I � I � �� �
<br /> c� R=75 tN33X 1:�(48} R'75 d R�44 !N 18X35 28 R=44 � � �f I— — � — — � r,;�- — — — F
<br /> ,r ' { ) �q ' �< ','r' f�
<br /> c- ------------------------------------ -------------------- I`. � 35 6 r� � f 3$ �1
<br /> ,
<br /> ��� �� � M � s.�`'J71/�'�J ' �`�R
<br /> � ` � � �j � � � t'-`�!`,/�i'�F;`t � � � {�
<br /> � "'" � � I 1 �
<br /> I I I � I � ' � -ao -4� -�� -�s -�a
<br /> R=75 W33X '18(�8) R=75 R=44 W18X35(28) R=44 U-r — + — — + — — �"' — — + — �-C�}
<br /> ------------------------------------ � �
<br /> ------ -------------------- �.
<br /> -45 -46 -47 -48 -4J � _
<br /> � � � � 1 S1 Ct-13 5405 � J�"' — � - - � - - � - - 1 — —�-�J�
<br /> I
<br /> fv' � � -50 -51 -52 -53 -54 .
<br /> ar
<br /> w�sxs5 t�a> wlsxs���s� � w�sxs�t2s> � a�- — -}- — — -�- — — -}- — — — �
<br /> — — — — — — — — — — — — — � -55 -56 -57 -58 -59
<br /> I I I I R=44 Y V.B.F.#5b �{r44 I R=44 V.B.F.#5b + R=44 I �R=44 V.B,F.#5� R=44 I — — — — I — � C, ,,-�
<br /> 4 � �
<br /> � � �60 =61 =62 =63 =64 �
<br /> �. . �a �.� , �
<br /> 0 4' 8' 16' 24' •
<br /> SCAI.E: 1!8"= 'l'-0" �
<br /> _ _ _ STRUCTURAL ENGINEER-OF-RECORD
<br /> r�AKHLE1�N�a
<br /> �� �?�. �'I�E is1�.'t.
<br /> p n upr , R��+ R� � �$��'"��",��� � �r�►,��,�� CMC CARY EI��INEERING
<br /> �I�R��t'1►�. �I�1� f�,� �� V �� F�����1VV ��1V �7 (�� ` %r .� x ° �+�1I���
<br /> SCALE: �/8w�? ��_p�� 1�f �� �, � ����� GR EN ILLE5SC 29602
<br /> °��s�s���,4 . ��' PNONE:8�4-649-5340
<br /> ���
<br /> s :;
<br /> _ _ __ , ' " . : _ FAX:864-609-5344
<br /> �Q(� S�/ 'I E���'1 ��C�+�t S�i��� ��� �,,..%'`` . '
<br /> ������, VYa���r�g��� 9�45�' i�,r� ��f ,
<br /> �k�,'q���,�,�otto!' CMCCE PR4JEGT#14-1061 � �
<br /> DRAINN DATE SUHTITLE CURRENT REVISION SYMBOL DATE �
<br /> SYM REVISION BY APPROVED E}ATE SYM REV1510N BY APPftO�ED �A7E S ri�ry�T ACCEPTABILITY fl�f� 1Q(Q9/'{4 a, ,
<br /> �%--�—�°� THISDESIGNAND/OR ��E�KEo PARTIAL THIRQ LEVEL FRAMING PL.AN W2548317 �oro���� �
<br /> SPECiFICAT�UN IS APPRQVEQ ��-�' 10109114 sH�ET �
<br /> �+Eov+�Nsre� ENGINEER TITtE � ..
<br /> � c.�,Rar�,��c. ,����ovE�a�r DEPT. dATE AKR �O(09f14 �3oeing 777X CW�BUILQING �
<br /> . t�z�2oa�os�n CHEGKED �� � � ���� �
<br /> fi � BUIL�ING 40-58 T
<br /> ��r ,� _
<br /> �',�ic\. `�P�4 A�PpQ`EQ �B NO. COMP Nfl. �O-�$-�S��Q-��T c ,
<br /> A�F �� AU�HQ� a�PRov�o S7RUCTUI�AL MASTER EVERE7'T, WA °w�"o. 40-58-3S11Q-37
<br />
|