Laserfiche WebLink
� � LE��f�C�� . . <br /> 1 ,75 1 .�0 1 .85 2.00 2,30 C2.70 3,00 3.05 : <br /> (�} QUANTITY C?F 3/4" DfA.x 4" HEAD�D SHEAR STUD� <br /> C=x BEAM CAMBER BY FABRlCAT4R <br /> 25'-Q" 3U`-�" 3Q'-�" 25'-0" 25`-Q" 25�_A° 30'-Q" R-� LRFD F�4CTC1REl��H�RR R�ACT[OR! (KiPS) � <br /> V.�.F.#xx VERTICAL �RACE FRAME, �EE 5�16-S219 �' � <br /> � � � ( � � � � <br /> - - �- - - - � - - - - --� - - - - � - - - � - - - � - - - � - - - - � A . <br /> V.B.F.#5a V.B.F.#5a V.B�F.#5a <br /> W14 GIRT' (WEB HUF�IZOI�TAL) <br /> -CL EL 117'_Q" <br /> N <br /> I I I I �z'-a 1�r" � 27'-t�1t�" I �— I I � � <br /> � <br /> 1�T'-1U112" 1D�-1° M1S110-92 �0 ti.J�l V�1 \f"\� 1 V\.J 1 �V <br /> � � — - - - - - - - - - - - —� <br /> � � � W33X141 (64} � � � � 1.�f/MEZZANINE FLOOR SLAB AT EL. 114'-0° <br /> — — — — — — — — — — — — — I — — — — — — — �.�� . <br /> � R=9� I � �; R=90 � � �---� 2.�'I(VIECHANICAL FLQ4R�TE�L AT EL, 11��_7" <br /> � � I � �� � I , <br /> � <br /> ( I I =' '`� � � Q I � � � I I �. SEE STEEL FLOQR DECK NOTES O�J S2 <br /> o W21}C50{28� � � � W16X26(10} a � �, FOR SLAB C4NSTRUCTfQN. <br /> :' x x � � <br /> � � R=34 R=34 srv � R=12 R=12 � � � <br /> � �`' I � � � I � <br /> r-- <br /> � I M p � <br /> I I I °� � � �-�20 �2�) , � I W33X141 �`cx (�o� �=��o � � I I <br /> � � � �� <br /> — — — — — — — — — — — — — � — — —� — -� �s�z� —� — — o — — — — — — — A,25) <br /> �r �" � ;� � �/ • <br /> I I I "' � �2�x�o�2s� � I w��x5o ffia} � � I I � . <br /> _ R�34 i�=�4 � HS X 1f4 � R=20 R=20 � i <br /> r � V\..�/�� 1 1 �VV' 1 �V� V �V 1 �� <br /> � � � <br /> c7 r' �., � X X V � <br /> I I I `� �' w��x�o�2�� i � I �� � wz�x5o��o} � i I � <br /> � � m � <br /> � R=�4 �R=34 R=20 R=20 � � X � <br /> oe� I � � I r, <br /> � �C � � HSS8X8X1/4 �� � � <br /> I I I � R=�o ws�x��.� �so} , � � �=sQ , I I . <br /> "=� �'-Q 112"' 15'�3112" 12'-8" � <br /> � I ' <br /> � — i W33X118(48) � • <br /> � � � � R=75 ; I � R=75 � � � <br /> � I o I � J � <br /> `3' I � X I � <br /> � � � R=�� � � UU33X118 (4$) R=75 � /'`���\ <br /> — — � — — — — �- - — — — � — — — — � — — — � — — — — T A.50} � <br /> i � i � ��, <br /> � <br /> I � � ,�! I �1 � . <br /> � 25910-12 5451 . <br /> I ( I � R�75 � W 33X 11$(48) R�75 I � ��,����N V� �1 \/'�Y V � 1 V�J� <br /> � � � � M1S3-COMP�SITE MEZZANINE LEV�L FRAM[NG PLAN . <br /> I I I � � �_�� � w��x��$ �a�s� �=7� � � * � _ <br /> � � P � c� <br /> m t— r _ <br /> > � � > m <br /> c� En � <br /> � � � <br /> 'o� ,� ,.� � ., ,a � <br /> I I I I I I �:��.�- <br /> �s1�o-�2 sa�� � .�:,� ,,, � �� <br /> R=75 W33X118 (48) R-75 ;�`"�fr`f� <br /> -1Q -11 ,/�, 12:�frf�,. -13 -14 � <br /> � g � � � ������'^�'F'F'�f � � � g <br /> � 1 1 � � <br /> �S11t}-'12 5�15 -15 -16 -17 -18 -19 • <br /> � � � � � � � � � �� — � — — � — — � — — � — �-}(c) <br /> � �=�� w��x�1a Eas� R-�� � r'�`'� -za -z� -�z -z� _za � , <br /> — — — — — — — — — — — — — — — — — — — — — A.75 <br /> � � Cn�I— — + - - �- - - + - - —�— - - —�-� <br /> I I I � I � I I -�� -2� ��7 -2s -�� <br /> _ _ C�— — � - - � - - � - - � - - � �. . <br /> R-75 W33X118 (48) R-75 -30 -31 -32 I -33 -34 � � <br /> - (f)� — � - - � - - ♦ - - � — �{F� . <br /> I 1 I <br /> � � � � I I ` -35 -36 -37 -3$ -39 . <br /> a� � c`~`o sv C� — � - - � - - � - - � — �-(�) � <br /> I <br /> �* c, R=75 W33X118 (48) Fi�75 c�, � . <br /> �.. � � u.; � -40 -41 -42 -43 --414 <br /> � m � � <, � - �-. - - -�- - - -� - - -� - --�-�H) <br /> I I I � I � I I -�s -�� -4� -as -a9 � <br /> C}�- - -� - - -� - - �- - - �- - -�� <br /> R-75 W33X118 (4$} �i�75 �50 -51 -52 I �53 -54 �� � � <br /> .t�}�— — � - - � - - + - - � — �-(x1 <br /> I I I I I �� I � _55 -56 -57 1 -�s -�g � <br /> � � 2 �� �� <br /> ,� . � _ <br /> � R=44 �/V18X65(2$) R�44 R=44 W 18X65 (28) R=44 � '[51 Q-13 S405 -60 -61 -62 -63 -64 • <br /> — — i — — — — i — — — — i — — — — — — — — — — — �� L — - - - - - - — � � <br /> V.B.�,#5� V,B.F,#5b V.B.�`.#5b � � ' ' ' � t .4 � <br /> 0 4' 8` 16" 24" <br /> SCALE: 1/8"= 1'-0" �` <br /> _ _ __ S?RUCTURAL ENGINEEft-aF-RECOftD <br /> ��q�1 LEB�y R , <br /> �'Q'�' 4�w"s�ri ���. �'",�'.(l``+i.`s. <br /> : c� m,�$ ; � �'�„ ° �,�����► CMC CARY EN�INEERIN� <br /> � ° +��`t����: � <br /> ` s P.Q.BOX 2525 . <br /> ������ • <br /> -o +� ,� -w...r�►1 GR�ENVILL�,SC 2�602 <br /> PART IA�. M��ZA�1�N� F'RAM I N� P�A�i � E � _ _ _ __ ��'��'s����° �w : ���" PNflN�:864-609-5340 � <br /> , FAX:864-6Q9-5344 <br /> �CAL�; 1l8�Y� 1�-o�= �t�t� �V�l 1��h� ��r'��� �ui�� ���" � ; . <br /> .��n�c��a, ���������r� �8��� i��� ��f <br /> �lt��/��j•-�tra CMCC�PROJECT#14-1061 a <br /> ORAWN DATE SUBTITLE CURRENT REVISION SYMBOL pAT� � � <br /> SYM REVlSION �Y APPROVE� €}ATE SYM RE''VVlS{QN BY APPRQVE� t1ATE s H t N G r� ACCEPTABILITY DWD 1O/Q9I'{4 � <br /> P ° PART�AL MEZZANINE LEVEL FRAMING PLAN �������7 �Q�o�r�4 n <br /> � � � � TH1S DESIGN ANDIOR CHEGK�D <br /> SPECIFICATION 1S APPR4VED RLP 10I09114 ���ET b ° <br /> � �i�owENSTE� � ENGINEER T1TLE BO@►l1g 777X CWC BUILDING <br /> e�tPANY,Ir�C. � APPROVEC�BY DEPT. DATE AKR 10I09/14 � . <br /> n ;,; <br /> � �2�3,� ��E���a M 1 S 11 �—� 2 � : � <br /> m BI��LC�IN� 40��� � . <br /> �'� �a A(�I'ROVED , <br /> . Q. A rover ,�os raQ. con�P No. o <br /> ��r �- ¢�ti 4Q-5$-M1S11Q-12 � <br /> � oF �utHQ a��t�ov�t� STRUCTURAL MASTER EVERE7'T, VVA ow�rvo, 4�-58-M1S110-12 <br />