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LEGEND z� <br /> R A Aa B Ba Bb Bc Bd GENERAL NOTES ~ <br /> 2�-9 18'-6 25'-0 � .25'-0 26'-0 26'-0 25'-0 25'-0 25'-0 . U <br /> .. . � � . . � � � <br /> � � L SEE DWGS.S2&S2a FOR DESIGN CWTERIA. �/ <br /> 3�8'-4 . � . 3�8'-4 � � 1� <br /> • � � � � � � � 2. SEE DWG.S26 fOR GENERAL NOTES-STEEL . 1— <br /> FACE OF BASE�fENT � � � � � � 3. �SEE DWG.S2c FOR GENERAL NOTES-CONCREfE. � <br /> WALL, P. � i'-0 1/2 . � .. . � . � � . . . Z <br /> . . . . . .. � . . � 4. T/CONC.EL. 100'-0 � . O . <br /> � EDGE OF BENi PLATE TP. � � � �� � � � <br /> � � � 5. �T/STL. (-11") U.N. U <br /> 7'-4 5'-7 5'-7 � � . 6. BOT. BASE PLATE EL.(SEE COI.SCHEDULE) O <br /> � � �MATCH LINE�SEE DWG. 15116 � . � � � 7. AlL STEEL MEA�BERS AND SHAPES SHALL BE A572 � <br /> � �� GRADE 50 UNLESS OiHERWISE NOlED. � <br /> o W <br /> . � � � 8. �DENOTES A36 STEEL MEMBERS AND SHAPES. <br /> ^ �' N � � �. � o y W36x735 9. MC DENOTES MOMENT CONNECTION.SEE DWG .� <br /> ^ +� � � � +� W iS502 FOR DEfAILS. � <br /> rn .r � - x tO ti 18 3 � . <br /> A � 3 3 3 �' 10. PERMANENT�1ETAL FORM DECK SHALL BE 3"DEEP, � <br /> � <br /> 15779 5531 � d. `�0 L,, - �,�� � � 18 GA.,COMPOSITE GALVANIZED STEEL FORM DECK, <br /> L �-� ttP.U.N.O. � <br /> 3 W30x99 W30x99 �� � F , <br /> O J � ii. ( SC)DENOTES NUMBER OF SHEAR CONN- <br /> pp WZ�%84 W/WT6x48 W/Wl6z48 ECTORS,SEE DWG. iS110 FOR SHEAR CONNECTOR <br /> NOTES. <br /> �'1 B <br /> c�' 2-� ��2 SEE DET.Z/1 502 � 12. X INDICATS AREAS WHERE PERAIANEM METAI <br /> '�T (NP.) � 15719 5531-1 <br /> x f � do FORM DECK SHALL BE VULCRAFf GALVANIZED <br /> `'?��s �� o 0 3 CELLULAR DECK IYPE 3NP 18/18 OR EQUIVALENT. <br /> x +i o 0 <br /> a � � � 7yp. `-� 13. SEE DWG. iS110 FOR SHEAR CONNECTOR NOTES. <br /> N � � � .� 3 # ^ 0 14. NOT USED. <br /> � 3 +I 3 . . � '�' m 3 N . <br /> '��' `�' � do 1S779 S531-1 3 <br /> 0 <br /> 1�1 <br /> ��'L�' K . . � �' 15. WORK THIS DWG.WITH DWGS. is779a, 751196 <br /> ` z <br /> 1S719 75510 � ,��° 0p � � � i6.�DENOTES FLOOR OPENINGS.FOR OPENMG <br /> G L i.� � SCHEDULES SEE DWG. 15261. <br /> W27x84 SIM. W30x99 W30z99 do � <br /> . 17. ALL C72 ARE�C12x25. <br /> � � W/Wf6x48 � W Wl6x48 <br /> ya � o - � 18 SEE BOOTH SLAB&fRAIAING PIANS ON 5450-4, <br /> �y�, �; O B . 5451 THRU 5452-5. <br /> V � °�° � do �5779 5531-1 n'P.BM TO BM 3 . 4 19. BEAMS DESIGNATED AS LOW FWdAE TO THE � <br /> ONN.PER CONN.PER & � � <br /> O x ^ . 3 6 UNDERSIDE OF THE IXISTING JOISTS. <br /> oi � � � -� 15119 5531 15119 S531 <br /> 3 � <br /> . " � N N� � 8 NP � iS119 5531�. FOR EXTENT OF CONNECTION SHOWN IN A/531-2 <br /> 0 3 N � � o Z� - SEE 1/5531-2. <br /> y^ 3 iS119 5402-10 r ^ W36x135 3 ,� ,� W36s135 W36z135 W36z135 � � . <br /> � CONSTRUCTION NOTES <br /> � � � N ,o - � ,'�'r, �`*„ � „'�'� Wi8z35 Wi8z35 W74x2 DIAG.TY. ^ W18x 5 - <br /> 6 w � . <br /> � - � � ''" N � SIM. B x � � W78x35 W18z35 � : x x � � � '�. z \ / \ x . <br /> 15119 5402-70 m �: 8 35 . . 3 '` c � 3 _ < "3 '. a � � m ° �. X e = � �� � 7� INSTALL BEAMS&COLUMNS. <br /> � v G 75119 5531 1 3 cv 1 � � � \ '� 'l �' i \ 3 0� " i \ <br /> � i ": V%�6 3 'S i " G � � G� '� �� ^ i REMOVE(E)HEADED STUDS&GRIND BEAM <br /> i � <br /> � � : W27 84 W36x439 � � W36xt35 � � � � � � � � O1 � ^ �O 2� SMOOTH. INSTALL HEADED STUDS f SHEAR <br /> (405C,+100k) � 24SC,+260k) W36x160(24SC, 22 k) W 6x135(24S,+790k) CONNECTORS(<��SC>)AS SHOWN PER 1/5537. <br />' i 3. INDICATES STEEL MEMBER INCLUDED IN EARLY <br /> �' G tig'S , 20 p q 5 p STEEL PACKAGE. <br /> 1 A 5119 S i-2 6 TMP 5 M'• 7' 11 ��p' 2 i 4. TOP OF STEEL IS 99'-1"UNLESS DESIGNATED(LOW). <br /> ttP. <br /> ��—�" 15719 5531-2 � <br /> 1'-1' A 18'-5" 6'-7" 4'-8" �6�—i >I2� F�—> >I2� 6'-9" 6�-9" 6'-9" 6'-9" 5 � WMRACTOR VERIFY IXHAUST DUCT LOCAiI0N5 <br /> 5�-10 1�2� 1s719 iS501 3 1'-0" 20 4'-6 1/2" 4'—s��Z� ��—�0� 3'-3 �IZ� ��-3' S'-1 1/2� �•-3• NP. <br /> PRIOR TO STEEL FABRICAiION. <br /> 5" 71'-6 1/2 � 15119 15504 A 5'-1 1/2" 5'-1 1/2• <br /> MAXIMUM ALLOWABLE MECHANICAL lOAD SUPPORTED <br /> 3 � AB04E&BELOW EACH ROOR BEAM IS 30 KIPS <br /> iS119 75504 15119 S453 WHERE NO'fED. <br /> REFERENCE DRAWINGS <br /> PARTIAL FLOOR PLAN VIEW <br /> SCALE: 1/8"=1'-0" � <br /> I I I I I <br /> ia <br /> is�io isii� isiiz <br /> 13 <br /> � . 15113 15114 iSll5 72 <br /> . . � . . 15116 iSit7 iS118 ��, . <br /> . � � � iS179 15120 iSt27 <br /> 10' <br /> BUILDING 40-37 <br /> KEY PLAN /� <br /> . . . . . ,� ..� SCldE NONE I V <br /> 8� �}� Q 4� 8� �6� <br /> *SEAL IS ONLY VALID FOR THE 9ao sw 9��h str�et sut�e�o� <br /> CURRENT CLOUDED REVISION* Ren�on,Washin$tan 48057 sca�E: �/s"=1'-0" <br /> ACCEPTABIUN MEM 03 13 7q SUBTfRE � CU RE a sioN SYMBOL on� <br /> srn+ eenaau er nrraov�o a+� srr,+ RerrsaN e'' °'va°v�° �h QFy1'BA�h� h115 DESIGN AND/OR FIRST FLOOR FRAMING PLAN 15477651 O 03/13/14 <br /> 0 ISSUE FOR CONSTRUCTION MEM pHM 03/13/14 � � . /—'7�/ i4 oFw^^w"�'p �� AH�f 03 13 14 � sH�r <br /> ,///`\' BOE/Nti� �P~Q =� $9 SPECIFICATION IS APPROVED nnE <br /> �( �, g A7PROVED BY DEPT. DAIE �H 03 13 74 1 S� 19 <br /> ro �. 4rw <br /> p BUILDING 40-37 <br /> �4� ��'"c�`�'''" �'2 A R V JOB N0. CAMP N0. <br /> Fss�ay��G 91297.04�91431.03 <br /> AP ° MEM COL A—Bd/10-10.5 EVEREl7, yyq owc No. 40-037-15119 <br /> , ,_� <br /> �� �' z <br /> � i� � <br />