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CI EQ. y _ma 1 I � 0 , _ + ��'��� I'P�JDR FL. F1 FLR SYg. FI _ B II GLG. SYS. CI FLR S7S. FI ' L. F1 O II � � TH � _9N I x e � I � GLG. CI � GLG. Sl'g. GI � C d n B� FOYER ��'' � FO ER � C Cs. Y CI � BATH e F ER O II II _ _ 1 f� 8� � CLG Yg. CI I _ _ � �� . F' FO ER ti �� 't ' 11 A3�3 = W _ � _ �p w _ _ FLR 9Yg. Ft � '^ _ � A FLR�. fil � � 1 I�F. � FLR 78. FI GLG. 578. CI O FLR 9T8. FI O FLR BTS. Fi FL . FI - II6 - 1 FLR SY9. F1 . 91�$. IM � D � CW. YS. G • A GLG. BYB. GI GLG. S7S. CI A CLCs. SYB. CI CLCs. YS. GI n �O . TA.IU � � m � �7 N I 0 I � r � ' 9�' � 9�' � O ' � I 1�F � 0 4�0' - � 1 ' L �"�3� 2' -8" EQ. EC2 Y '-II��� 5�_2�� ;,� :, , I �,_m„ B , B � I D - I a B ., � �_b NOTE: AINTAIN � 1 O O II II O 9�i y�= ; II � ' � L82 CLEARANGES PER � � � INBt�I�,ICATI�I�R $ ONE BEDROOM ER �� �I_," 2,_,'I � � � SUITE I'-1m" i'- I�" ' z e a z e 2 D2�5 �BSUEG r-o�e: � FLR S�YS. FI gl' b' ��,3��� 2'-d" 3'-0" in � WALKWAY No. CATE GOMA'1ENT GLG. STB. Ci O HEDROOM O N O � � DELUXE DELUXE ONE BEDROOM ' EG2 EGL Y'-m" 2 '-0" Fb.l � � �� D��D��� = ,d,��� FLR SYS. F1 KING KING � BEDROOM GLG. STB. Cl � 1 � SU� � II3 -4 1 � FLR 5Y8. FI FLR SYS. FI FLR STS. FI g, FLR 878. FI ��lp �+ G 3/4R6 PENMIT = I�FER TO ROOM �3'11 REFER TO ROOM 9�1 CLG. SYS. G CLG. SY9. GI :L8:��78. GI n GLG. SYB. Ct DELUXE ;� � ONE v D Im/9/9f+ D,D. PI�GING -SHEET A2.9 FOR 81MILAR -SFIEET A2.9 FOR SIMILAR '�''�F' KING /� E 2/Ilmi9l PERMIIT '� DIMENSIOMB. ' ' DfMENSIONB. I�FER TO ROOI"I �319 1 REFER TO ROOM �'3'19 � �� '`'''C F 2/I�/'r'I DID SET CONDI710N8 UNIGiUE TO TNIB CONDITIONB WIQUE TO THIS -SHEET A2.9 FOR 81MILAR -BHEET A2.9 FOR SIMILAR PLR SYB. Ft 6 4/@�1 GONBTIiIIGTION 8ET UNIT NAVE BEEN UNI7 HAVE BEEN DIMIENSIONS. DII'I�N810N8. CLG. BYB. C1 ` � - � I I I SPEGIFIED. � BPEGFIED. GONDITIONS UNIQIJE TO THIS GONDITIONB UNIQUE 70 71-IIS t �0 �� M .u1. � �n � UNI7 NAVE BEEN UNIT HAVE SEEN s '� SPECIFIED. 9PEGFIED. � , Q i i I 3�_m�� TYP. 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PROJEGT No. DATE m •• °' 1 2 3 4 �,z 5 6 aA 7 o � 94889.10 01/27/96 o d 1 � , '�`'j' DR�A�JA�I D7 CH£CKED BY m A4�' A3,4 N n EAI/EJL GC m I '� SNEET No. � m v � o D218 A2 � �' � > � . � � - �7A����! i V � � Z � �- _ � .. � � M 1 1 � A A3.4 ' 4 A31 5 A44�1 7 8 � � �Y FL.R SY9 I'�l �- � c(W,j � 122'-0' � � t7� 1^A 8'-G' 21 '-0' 8=1 d 1 C-9' I C-9' I C-9' I C-9' I T-0' � Z Q i i s- i o i ya• a�-r r-� �'-s� r-s� � s�r � 6'-�� � s� a�s• ' a�v q• i i � � T- i • Q S � �� C-S I C-5 I s�l i � C-5 1 �'"�� S'-0' C-5 I �-5�" S'�O�' C-3�' C-5�' 3'-2 I/2' � 3'-Sr C-6@ C-S! � • M ," i � � � � � I � 11P,41 Z D2.9 I � I � � � Q I I I ~ � � O ( i I i i i Z � I � I � I I I � � � C7 � , � , ' � � WZ -� nE� � � I � � j , � �I � � � g 3 GUEST F L R 8 7 9. F 4 �_ p� i F i �� I I I � � � RO -�--- � � , . � - -fL,2�F�J- - . iu . � _ I I _ . � � - , J � _ � A = � ^ FLR 79. F9 D313 ��K _ _ / -� � \ _ _ FLR. S. F5 �j I - - FLR Ts. Fs _ W � •- � I _ � f D�5 � D�13 � � � '�"' � �3� � f � ' \ � � � " = o � s , s � � 3 , 5 � s � sin 5 iM \ ' � N � a S IM. n�� � a� 8 B �,� S7AIR O ` � O ` €��: F� O O O Z B II (� � ... g�' � � , _� � A���" � � ` � � ~ � : � = ; � II � � A , DELUXE DELUXE DELUXE D3,6 II I ; KING KING KING � �' � � I ; � � � � , . II - � II � ' PLR 575. Fl 1 FLR 8T8. FI PLR STS, FI DELUXE • � � � GLG. STS. G2 CLCs. SYS. C2 CLG. STS. CY S� K� ,1 y H SEAL ; z JUNIOR � � 1 FLR STB. FI FLR 8T8. FI 81M : _� SU�J REFER TO ROOM �'919 1 REFER TO ROOM "3�9 REFER TO ROGM �'3'19 � CLG. SYS. CI GLG. STS. C2 ,`Q. O,p � FLR SY8. FI -9NEET AZ.9 FOR SIMILAR -SFIEE7 A2.9 POR BIMILAR -SNEET 42.9 FOR SIMILAR TD � 9 � DIMEN810N8. DIMENSIONS. DIMEN81pN8, gE�pw REFER TO STAIR �301 � O- GLG. STS. G2 I�FER TO ROOM �319 O GONDITIONS UNIQUE TO THIB CONDITIONS UNfQUE TO THIS CONpITIONB UNIQUE TO 7HI8 SFIEET A2.9 FOR SIMIL JOHN V. O LL� � ' j DIMENSIONS. DI�MENSIONS. �R 81MILAR UNI7 NAYE BEEN UNIT HAvE BEEN UNI7 FiAvp BEEN ZEHREN _ � 0 .9 , � SPEGIFIED. SPECIFIED. SPECIFIED. TH�IT�A HAVE BEEN B-1 2 4 B � • N� �_ - UNI�tDNAVE BEEN E TO TNIS ��� FQ ; � � ; � _ � _ SPEGIFIED. SPfGIFIED. (��� 9'1 �� � '�� • O � �� � • z z e z z a . , e ^ D39 � �SF� ARCN\�� ��m. c �.cl ; � � � � �, _ _ � �+ � 3 3 �0 C ^ � 1 O il II O O O O II �� � ' � � y . 1 � O 1 O3 B u u B B n FO ., a� 91M 3 ------ ----- -- - ------ ----- - II II �� `. ' ', . ; : :. t �. II pLR 879. FI II ' � �� FOYER FOYER � � , . ,.�, � . . . , 4 4 � GLCa. 878. CI � PLR SYB. FI " FLR 978. FI F� II O •� I � � 6 •� FD ER �N UP � 51M. BATH CLG. STS. GI ' CLG. 9T8. CI � tp C ' ' , � O HATH A 1 2,�, FLR 878. FI �� - '" ,�► FI 1 � FLR STS. FI �A � BATH CLG. STB. Ct �� ' G � �'3 w -6� r i��'-�10"/A.3F. CLG 978. CI � A4.3 � � PLR BTS. RI ELE OR ��� � � SVEST E ELE� T ;. � 3 � � u GLG. SYS. CI � 1 S O BATH n Q D219 � , u II u ; � FLR 8Y8. FI.I ,�. f A O � II I � ' II t�. FLR STS. FI ,1 � CW. 8T8. GI O N O O O O GLfs' SYS. CI gl '. O , .� 3 II II II II II II � � a �- J � a}. '�'� SIM. O II 6 � 6 II O II 6 1 , • '• SIM O II O � �r '• .� �' :. �'` II g ^ � Q � , • ' P . ' � �>. � � '' 6 6 , N F , ' . . � . . l� \ '�J 3 6 1 � �_S L a 6 6 6 1 6 V E S T I B U L I I , . -�i u a W L � � � g p ea. w. r.o ra CORRIDOR � , i Q A4�4 O fl� � F L R g T 9. F i II 3 O 3 � � � p O FLR SY9. F1 A4,4 r , O O CLG. 81'S. GI (� C L G. S Y B. G I �' v � 6 6 6 6 6 6 6 6 6 6 6 6 �D 6 3 3 � Q � 6 3 _ � ra ' � 6 ii = �_ __ __ �_ , � O O O O = i= = = == �= 6 O II 6 ' - - Y I S R E � � � A -V- � O \ O PWDR O O O O C� g � / 1 � A II II CLOS. BATH HATH �� A WDR II O I CLG�CI FOYER II II � FLR g�TS. FI FLR S�Yg. FI CL� II � , II A ' '_ II � ZN FLR SYB. FI �� A ���*.�ml , T F E I � W I�I� � I II FLR 878. FI CLG. STS. CI CLCs. SYS. CI � F R 6T8 FI II �� GLG. 578. GI II FOYER GLG. STS. CI ' - - - �L�. sY3. ct C II II � 1 ii � � H� 1 : � c ', � i A3,3 W - �- _ - -- - - ! ---- ------------ ----------- - �_ FLR STS. FI e � . - - - .�-�.�. - II - - _ - - - -- _ __ -- _ - FLR SYS. F1 � I 0 3 II ll ,', II GLG. SY9. CI � _ • T�6�� ASF. CLCs. 9Y8. CI O F0� _ _ ' I � � � � D O O ° - - - - - - F L R 8 7 8. F I I Z i - ? �� - - - - - - ii c��. sYS. c� , , ' � � i � B ii ' ; � -��, i _ i � O n ' O ii � r .. �. ' .6• 4, �' ' . � � I � 1 . 3 -�v I � �i 2 2 ��` ISSUED FOR� , O uI 1 No, DATE COMMENT ONE BEDROOM ONE BEDRO�M DELUXE A 2/15/94 PRELIMINARY PRICIN SUI�TE BED� BED� SUI�TE K� 8 � � R . G Y . p� p�� B 0/19/95 DESIGN DEVELOPME � FLR 9Y9. F1 FLR ST9. FI FLR STS. FI FLR STS. FI FLR 8Y8. FI ' �� F3 l G 3/4�6 PEIlMIT CLG. SYB. G2 CLG. SYS. C2 GLG. SYB. C2 �BG.Z�Y�9.3�2 CLCs. BYb. CI 1 � D 4 1 DD PRIGING � IZEFER TO ROOM '3118'1� O . 1 IZEPER TO ROOM �3'1'I 4' D3�1 1/Im Z DID 8ET -SHEET A1.9 FOR SIMfLAR -SHEET A2.9 FOR 91MILAR I�FER 70 ROOM �319 � � I DIMEN810N8. � ' DIMENSIONB. -BNEET A2.9 FOR 81MILAR 1 F /11/91 dID 8ET - I � � CONpITION9 UNIQIJE TO THIB � CONDITIONS UNIQUE TO TNIS DIMEN610N8. � 6 4/1819'T CONSTRlJCTION S6 1 ��T �{�q� �� GONDITIONS IMIQUE TO TI-IIS t4 I� I � UNIT HAVE BEEN SpEGF1ED. UNIT HAVE BEEN p j I �CIFIED. SPECIFIED. - I � � 11y I j � � ��P � � � j ' O O O O ♦ � O \ S D222 p p p p D I � E 5 FLR 8 9. F5 g FLR S. P5 fLR S. F5 S FLR 7S. P5 3 S FLR S. F5 5 + S ' -�- � �- -- � �.- � � �-- � D c� '_-.� =P D220 FL P5 � / � / �� � KEY PLAN � � SL2' 8'.8' I 8'-0' 9'-3' 9'-9' G-5C I G-5N 6�5�' I 6'"5�" S- � �' 2� C-9' I 6'-5! s"�� g� �� I C3' Z� 8'- I 1 6'-51' f.'-Sr D4,3 ir- io�' D2�23 4. I � I I '- 10' 1 I '- I I ' g-� C-S! rO-S� g� 10'-0' I d-0' 6'$' �� r°"g� I 2'-I I ' 4'- I ' 29'�9" 1 C$' I G-9' � I 6'-3' I C,9' I 6"-S' I T-0' � i 2r.o� � Q m � d � 2 3 4 5 6 � � i q � 8 -� M,2 A3A �, A� �+�► 125 -9 � 1 FLOOR PLAN � . 1 /4" = 1 ' -0" � a ti o�, PROJECT No� DATE m Q 94889.10 03/01 /96 o EAI/E)L GC i DRAWN BY CHECKED BY 0 m m � SHEET No. , NoR�x 0 a � • � O � �F ' Z � � � - � � W V M �/� � .. = W � /� � � d � � � V N M.2 A3,4 A31 A�1 � � � Q � � M 2 , 3 Z � M Q a � 83�_8�� Z N . . . I�� �,�II �_ y � �� �9ii �i_9n 4'-6�0 �m���ii 4'-b�° ,4���ii q��8ii ���_�i� �$i_��,i 9� _�ii 2 '-4��i 7 0 • � � � �� g�.3 �� , 5�_3 � 2 �.��� �� � �� � �� 8' ���_31, � � �.� �� d�_� �� � ��.b t�� � � Z �_6 " � 2 '-3" 2'-3" Z -6 . � � 1 '-� 2'- II 3 -Im � -II 2 � � 7 1 � 1 Z lil Z 8 S � ��3n ���3" � i i � i i I�i/ v I I I (i � � � • i i i I � � � � � I I � � � � � i � I � I I � I 8 witrcow se.ar � 0 e ' I W = $x D4�5 FLR 9T8. RI.I V � „ N � � rD4a I y�+�4 anK. � � A e I e ' �„�« 8 ��: �� e 6 6 �" SIM. , iv � � � , , ya '�'�' I�&' - - - �-S=� = = -- - � � , _� • �_' � O ' '> � ` � I � . � . D � i � �- �¢* ; .D �' � ST IR i j �� I i I �0 `C I ' r - �' ^° _ - _ _ - _ _ = I 8 � � " T. T,�I I - `v ~ \ r - - - I : . - � - - - - - - - • __ � __ � ' � Ar� k�'� I a � � i � _ _ ts;.:, �. �t�� ,' �.���.� s _� I � - - - r _ , ` � � o ,y;+;,,, � - I FU I 8 � I � , 8 I � ` I / � � � � � � I HATCbI ABO � D K I G E I , I \ \ I' � I '� I � . ' I . � - - - - - �N � I C�] �'�" , � �, � s �� � i� e � e I I SEAL I / � I • 111���,� I l � I l , 1 0 � I � 2 FLR Y8. P3 ��� _ � �� �� �` I i� i \ � I � � ' � � � � �e � - ' i I D4�16 � � ST�R, CLG. �YS. G3 � _ � � �\ ��\ � �i� �i� I � Q'P ` ( I ' �� a �� . . � `r � I ABOVE LR SY'8. FS � � � a OPEN j �' �� �� � i� i� '� �j� 90 I � I I . � � a � , y � , .s , �Z . , Y _ � j ~ TO I STAIR �\ � I � �i O 1u�I \ I � ` f � � 8 4 � I r- I `� � � I B LLCa5878FC3 � � �A - BELOW I � � � �.�y� i -:cv pa,� \ II I . �� . � tli, . . . _ � _ TEEL L R - I FLRSYS. F9 � � �9 ZEHREN --.► F � �y ..- I � Q . � � Q � �, � . . Q ., � � - - - - - 'p BOVE 9EE DET L 4.I6 i � . � � i � GLG. 578. C3 �\ BEDR�O�M/�i - - - - - - - - � &1 2 4 6 `� � /p � �`' .� ' �. o � � �� � . � `� o � I � I � � - _ W i ` i � . . � � + .� � � a D4�17 � � � "� I � GW�B C3 iv `iC� � � 01�, V,C Q' r �' FL 9T . F3 'a , . � BATH I �� � � � � � � �: IRRI I�1 � `v � FLR 9Y8. F3.1 I � � � � iv � TUDE . v z e D2� 8 e CLG. 878. G3 � +� � � ' ��`S ��� � i � � i � o -� _ _, - L � � , r-e^ I'_9" rz�� i �Eea. e�� � i � e �' FD C� ' I � I ' . . 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FL, ��'- - - - — - - - - - - - - - - No. DATE C�MMENT — — — — — — — — — — — — — — — — — TONE T'PIGAL D2�11 A 12/�/94 DS�. rRIGMG — — — — — — 6 10/I' PERMIT � G 3/4/86 FERMIT 11�— � � D Im/9i9G DD. PRIGiNG f irv r L, ' E 2Am/'9� DID 8ET �� f 2/IV9� DID 8LT D214 G 4/�/9� CONBTRLIGTION BET C�NFERENCE WOMEN'S MEN'S GARAGE ROOM RESTROOPI RESTROOM COATS ACCOESS � � � � • , 1��- - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0��-0� � � � � I I � � � I I I � I I I KEY PLAN DE,2 i � � � - - - - - � - - - - - � r -- - J L - -- , i i i � I � L- - - -- -- - - - J L- - - - - -- - -- -- -J F E D C B ,6 A r rn rn -� WOl'E� `" DATIJ'1 IQEF�RENCE TA. 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I I %/ \\\ I CONFERENCE I I / \\ _ � � ROOM � � ONE BEDROOM � �� M M�J D2,9 � � CLOSET � SUITE ISSUED FOR� D2.11 � G'� j � \ / � 8��� � � �\ � � � ' ' No, DATE C�MMENT i i � � D�d7 D218 A I���a Dv. PieiGn�rs I I �� j D 10/19 PEIaMIT �,116'-1' I I � / — — — — — T,O,� — — — — — — __ — — — — — — — � � , D 10/9/9i Dn. PRICttdCs 1 -1' G 8/4/'s6 rE1�MIIT � E 2Am/91 DID 8ET � J � sn�r� eia aer Ca 4/�In CONBTRUGTION SET MECHANICAL MEZZ�ANINE MECR�MCAL MECH�ANMCAL CONFERENC � � F�YER TA,�109'-0' - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 109'-0' - - - — — , , , . . ---�— ----- _ � ----- -- � PARTITION OB STOR�AGE ELEVATOR ECHANSCA KIT� � O STO� �.102'-9' q�S� - - - -- - - - - � � . 100'-0' � /- , KEY PLAN �- - - - - - - � — - - - - - - - - - - — - - � , , , � � I I I I i I I D21 � I � I � � m D2,1 �- -- -J L - - - -� i - - -- - L- - - -- 'I ^ L - - - - -- - - - - � � - - - - - - --- - - - - -� NORTH u� bi v � WeSt � A , 6 B C D E F a Elevation a . � DA7LA"I REF6R�E TA.�FIRBT fLOOR � �4��� � / �0�� FINISNED SLAD �10m -m . 81643 M8L 3 W Q PROJECT No, DATE rn m * � 94889.10 01 /29/97 ` 1 �� 5� � � � ��e� � O��S� GT � 01 � r 0 U o A�4 '/4 e ' _0 DRAWN BY CHE K D � EIS GC � Q SHEET No. m ' 3 . 4 0 � a , � � oF - V � � Z � � _ � W` V M r � v � W � c�, � �L V ^ 11'f (,�/'� Z OQ1 Q g � , 0 � ' Z � � Q �, o � Z ? `° �, . � W Z o ' g � ; � a � . � 2 °� ` I � �,��x���,�..������;� I � °' , � I ��� ��� � W � � ��� � I 0 i 1'A9GIA TO MATCIi DU9TING N � a I � � - - ' I � i I I I 1 ' GP8 - nNt9ti TO MATQI Otl3f1 I I - - - - I I I ID O X E E A M W/ I X M I C A L � 4x 12 CORN6t EOARD3 7YFlC'AL I ,,,.�,,:e' I I II I � � � . � � r - - - � � I � � I I 112'-0' I I r � � i GHILLER i �� I I TOUIEIR I I I �ILER� T•O• �� SEAL I I I ����' I I I � � I I i - - - - - - i I �90 � , = I I � �°S HN V. � j j � � � � � I I � j � 106-T 106-9" l. EHREN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T.0.3TLCL T.0.5. B•1 2 4 6 w����� . � 'rorie ease �mca `/C'��YSF� A R N��G� I � , ` I NOt15EKEEPINCa I � I - - - - - - - MEGHANIGAL- - - - - - - - - - - - - - � - - - - - - - - - I I I z T.O W,� � DQST DOCK BNOND � I I I I �- -L Z � I i oo�-o� I � Z� � � � � � � Z � I � � � sT-0" � I V — — — J 8T-0" _ _o � T.0.9. � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T0.3 � J Z � Q � � _ _ �- J g , ,� -r � s � i � = sou -r � � � �r � � Q Q o �. � � � � a o - _ o_ _ SGALE : I/4 " = 1 ' - 0 " SCALE : I /4 " = I ' _ 0 " W � O � oo o (—,� ('— J O Q 4 J Z � W �C = W F" ~ Z ISSUED FOR� No. DATE COMMENT A 12/ID/94 D.D. PRIGING B 10 PEi@11T C 3/</�6 �1lMIT p IDi9F.ii DD. PRICING � E 9/lm/9'I 61D 8ET F Y/11/9� dID 8ET � � Ca d/IbA� CON9TRIJCTION 8E � � � � � � � � � � � LII�R Or d�3 COUJAMr �— IJNG Of D0.5TING WALL F— LINC Or D09TIN6 WALL `� \ I � IC.W DOIM � \ I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 106�-9� i. IOC-8" .� DLUMI4530W/ VOLUitCA. 91DE � � KEY PLAN T.0.9. t.O.S. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /SI7WN.LDRACKIf� Il81 r08T I � i #269 C�A'J�. TlRMINAL T. S' DRAN2t r03T I RO�AOVC DQ7ITWC f1Nl%It / � ►uw srowe varmt � ���nN�sn II II I i � I � II I� �I II I - - - - - - - - - - - - - - - - - - - - - - - - - - _ � ior-s� io2�-s� � - - - - - - - - - - - - - - - — �IJL �I Dc. n.00R Dc. Roort � � � i ar-o� i oa�a ° � � � � � � � � � � � � � � � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - � sT� sT-a � - - - - - - — � E evations .� T.0.9. T.0.9. . � n a Sections � . 1 /4" = 1 ' -0 " w w i PROJECT No� DATE v m 94889.10 02/17/'97 Q � � l�J � ST � L � � �4 T I.ON Q � � S � � � � � � � f O � DRAWN HY CHECKED BY c � o - EIS GC m SCALE : 1 /4 " = I ' - 0° SCALE : 114 " = 1 ' - 0 " W W � o. � � 3 . 5 � ¢ OF ' � � V ` � � N � � W V o � � v � � V � ^ 0 N Q � � Q � Mo Z � � � � � Q � � Z `O � • � u �W ? � � � c. � . 2 � < � ^ �, � W � � _ N � ° � � � � �� � F E D C B , 6 A SEAL F ��` �o HN V, � D G EHREN A4,4 A4.3 B•1246 `�' a� aa9� G� ��SF� ARCN��F. �a9 r � _..I v _ z � Q _ / > � . _ - ~ �' o f ,,., - , Q Q TWO H�U SHAFT CAP � Z � VOo 3,z0 � 1 J MASTER \ O � / � \ CL�SET CO IDIXt J Z � � � S� W � = W � i � i �' i-- 136'-0' ' � T,�S $ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �� 1 � I 1 I � � \� � ' 139UEP FOR+ D4,3 2p HEDR�OPI \ � D � � HAT�M No. DATE GOhR1ENT A 17/@/94 DD. PRIGINCa � / STAIR D I0/19 I°81�MIT D4�8 % � G 9/4/9i PEIe"IIT 125'-9' p Im� D.a. �cirrs — — — — — — — — — — — — — — — — — — T.O,S, — — --E�gvx,TOie — — — — — — — — SWAFT £ �/I/Im/91 DID 8ET ( � P 2/11/'�� DID T C� 4/�i91 CONBTRLIGTION SET � I D237 9 _ � � � � ; ' o _ J HED O�M HATHR�OM � . � � i \ / � S� � 116'-1' '- ' T.�- - - - - - - - - - - - - - - - - - T I 113'-1' TA�S� KET PLAN � � � � � / \ � � CONF�E�CE MECH / � � � � F�Y �E / � SEE SHEET A3,5 FOR BALANCE OF INFORMATION O � " . � STAIR � � � `�' � � Lat. Building a � Section A ¢ , �� � �oo--o• ��_ — _ _ _ _ �°°'-°� 1 /4"= 1 —0 ~ T,D,S, . ( — — — — ` T,O,S, a � �� PROJECT No. DAtE � I � ` � 94889.00 03/01/96 m Q ° � I DR4U�t DY CHBCKED 6Y � � EIS/EJL GDGTRL W � � s�er No. o Dz�3 ¢ 41 � F E D C B , 6 A � ' � • W �V � Z � � - � � I,,., pV�, M 6 v Q � � n � � Z Q Q g � Q � Mp � � v � � ZZ '° � F E D C B A v a0 W Z �z � � � D C • � 4,4 4�3 = j � � � W = p OD N < a � � � SEAL �� �9p OHN V. � � EHREN D4�4 I B•1246 �T r—�^ D4.3 61M. <�G���s `� 'a � 41 \��G� ELE �V�AT�YENT � FRESN AIR PLENIM 136'-0' D2,29 ,_ . $�-- - - - - - - - - - - — - - - - - - - - - - - - - - ----- -------------------- --------._..—_ T,O,S, - - - - - - - '- -- - - - - - - T� � � � � ' - - - - - - -- - - - - -- -- - I . �zz4 , ; � , J � � � ONE BEDROOM N \\�� — Z D4,3 i i su� c�� caR� suiT� ��, � � � � , � � . ' . 1 � , � R.�. — D233 �: nz,�� ,� �--- J 125'-9' - - - - - - - - - - - - - - - - - - - - - - - ' 125'-9� _ . T,�' p,S, - - - . . , / � Q Q ' � � i�W STRIlCTURE SXBTG. 81'IQIJGTURE - -- -- -- -- - - - - - - - - T� - - - - - - - - - - - - - - -- - W O � ' � � VOo I OPE BEDRDOM ELEYATOR I"�GN. D2�9 � i SUI�TE CL��SET CORR�I�R SHAFT 6H,dFT �pHRO�NCE �� M������ I I Q ` � � 1 J � D220 O � Q - P.P. ' 161� �'1_ 116'-1' � z - - - - - - - - - - - - - - - - - - - - - - - TA,S, — � -- - - - - - - - - �— — , - - - - - - - - - T, , , W � I — I � MECHA�NICAL - - - - 113'-1' _ � MEZZANINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I . . � (� I �2�fJE � � � � � � � I = � I i . �. 109'-0' - - - - -_- - - - - - � ]I27 - - - - - - - - - - - '�/ \ i - - - - - - - - - - - - 1—�,�� 4 _ �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - _ _ _ � _ � _ _ _ _ _ _ � - _ _ _ _ , , - �_._-_ __ TA.S. - - - - - - - - - - - - -- L _ � `. I - --- - --- --- - -° --- - --- --- - - -- - -- - �u I i - � ' `� �� \��� 6EE A38 FOR BALANCEIOF IPE'ORPIATION � � ` L ;- �`. / CORR DOR �. � 1 � L -, `�� i � � " � ' \ '� ` �6 PARTITI�N - � `�\ ;�� I � STOR�AGE STORAGE ELEVA OR �- � _ �� i ISSUED FORi � MECHA KITC�HEN � � N CAL . � , , _ �� ; No, DATE COMMENT 102 -9 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — � , . �-- - I- - - - - - - , - - - - — — — — - - - — - - - - - - - - - - — �� A I�/I6/94 DD. rRICMG — - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1029 R I � �- -' -� C 9/4/96 rE1lMIT 100'-0' � , , , - - - - - - - - - - I- - - - - - - - 10�� D /9/'9b D . G — — — — — — — — � � � E 4/Im/91 DID 8ET �..N������� �'4 ` P Y/11PJ'I DID AET ` G 4M/9't CON6TiQIJGTION SET � � DE,S D2,3 ._._._ .�"---'�...J F E D C B A KEY PLAN � rn rn .. m cu oi .-� .r � Lat. Bui ding � a Section 6 � 1 /4 "= 1 ' -4" X m � om, PROJECT No� DATE � 94889. 10 01/29/47 0 � DRAWN BY CHECKED HY � EIS/E1L GDCITRL �. m � Q SHEET No. rn i a 4 . 2 0 � , � o� Z � � � N � � MO � � V Q � V � ^ Oo � N Q � � � M Z � Q � � Z Z � . ; v z 1 I.� 2 2S 3 4 5 6 � 8 9 W Z o OC � � . � _ � < w � � � $ � 1 3.� � N °d� a A3,� 320 I — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - -+ - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - !43 ABOVECsRADE) - - - F.. _ _54 ' 82 835'J 3J3 + I ' 15ZN_3�� .. 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PRICINCs D39 7 rD/9 D D 116'-1' - - - - - - - - - - - - - � - - - T�� 0,$, — � — - - — - — — - - -- - �� . -- — -- -- - ---- - _ _ 116'-1' � R 2/11/91 61D SET ' O 4/k5/91 COWBTIdJC7fON S� ,\ D�IS 1lP,14 `�� 13' -4' � � IN, FL, � 113'-1 ' ` � RE� T,�,S, / �� � , C�] 109'-0' ,, _____� 0 KIT�CHE, VfST�IBULE VES�E WOMEN'S JANIT�2 ELEVATOR C NCE SERV� REST�ROOM CLr,�E; LO BY MECHA�NICA� M B V� KEY PLAN _ � �. TA, , - � 10_ 0'=0' $ �T,D,S, ( ' — — � , m � � N ��� i � N N ` ��� Long . Building � � < Section D � 9 � 8 7 A 6 5 4 3 , 2 1 1 , 4 1 1 /4"= � � -0�� A3,3 M1 p3,4 x 0 m ' a PROJECT No� DATE m � 94889. 10 01/29/97 O i DRAWN BY CHECKED 8Y � EIS/EJL GDGTRL � m m Q � SHEE No. i � ¢ 4 a , ' OF • W � F E 9 8 V � � , � � .. � � M ROOF 8Y8TEM RI � W < 8EE BHEET Dl� � n V ,� 4 � O � N o � � � ,� BYa� � Q g � o � o ` Q ' n / 1 CEILMG Sl'STEM C3 Z � "" � ��Ta� � Q � \ CEILINCa SYSTEM C6 Z N J �. � • � W ' Z t3 c� W Z ,. � o WALL 8Y8TEM 1.1 Q 8EE SHEET D19 A/ V CABEMENT WMDOW 6EE ELEv. A3.1 `j a � I 9 • FLOOR 8T8TEM F6 � D3b � ROOF 8Y8TEM R7 = � � 8EE BNEET pLi D3.1 � �T DL1 � ^ �, 6"a�� � � � FLOOR BYSTEM FI W � '� 8EE BTRIJGTURAL = BFL.E�D�it F9 � FLOOR SYBTEM fi9 N � a . . �I��N � I ������ � :: . , . . . ra. arRUCTUie.a� FiooR � , TA. 87R4JGT. � . .: r. '. : . ' � . � „ � � . � ' �.• �� � . . . . .. . ' ., —. e; . v _ . � r . . .. _ ' ._ _ � � •� . ,�, � � �. �. I - � �' - � - ° � - � ��R � � I�OLIrsFl SAILN 7xti CONT. TYP. �" , , , , , , ' � � I GEILING 8Y8TEM C1 SEAL � SEE BNEET D1D � I � CEILING BYST�IM Cb.l � ��Q,9O WALL SYSTEM WD > OHN V. � 8EE BHEET D12 l p�CqgT Cq,�. �� ZEHREN � sEE BTRUCTU� cociahENTS B•1 2 4 6 �'C, ,� • a, .9'I a wa.�. sYSTErr un.i F�SFp ARCN\,��,G I � WALL 8Y8TEM WI.4 GABEMENT WINDdU CS�E ELEV> � � D3.1 D3b ° RDOF SYBTEM R2 FLOOR 8Y8TEM F5 I SEE BHEET DLS � � COPPER Gl1TTER F SYBTEM FI ( e OR 80Ff1T8 CK8 TfR ��T o�$ v PLOOR CYBTfM FI I�D�.y�� � 125__�" � � Z . TA. BTRUGTlJR.4L FLOOR — — — — . _ _ TA. 8. �. Y � . . . .. : . , oa � oQ � � a �c _ _ - � - _ Q ��- ; � � „�., . I � � SEE BHEET Dlb C� I � CEILING SY6TEM C1 . �/ , � O ( , , GEILINU SYSTEM C6J Q � � GEILMG BYSTEM Cb ` �'J � b�E SNEET 19 I l J NON-BTRIJGT. 8xlm TIMDERB BEYOND � OO S Ub ��� � _ ,�,�� ,�� V _ o N WALL BYSTEM WrF � � J CACEFIEM WMDOUJ 8EE ELEY. A3.I Q VENT GOLp ROOF TF�IQOUCsN WALL WALL 8Y8TEM 1.1 COPPER BGI�EN TYPICAL O � � O � Z O � FLOOR 8Y8TEM F6 > , . 0 o � � n� - W p FLOOR ST6TEM Fl FLOOR 8Y � SEE BNEET Dib = 12 Ili'-I" �Ili�-1° �� � " SD � � , . . ' , ' . .. : • .. ! . • � + . . TA. BTRIJCTURAL FLOOR ' TA. STRLICTUI�iAI. FLOOR Z ' . ., ' O ��: � O, ' � �. O OI: e — — — � CO � � �. r� '.� � ^ � — —` ^- — SEE ELEV. FOR TA. BTONE — v °. ' CEILING SYBTEM GI � — O o e . . O WALL STSTEM 9.1 � � I o ' . 8EE ELEVATION SHEET ,493 4 � GEILING 6Y8TEM CI �'� � I 6EE BHEET D18 \ FLOOR BYBTEM Fi.l �SSUED FOR: — — — — — — — — — — — — — — — — . ' No. DATE COMMENT IIS'-b"/fll'-I" � A 12/�/94 P.D. PRICING / e ` > ° TA. FIK FLR 6 Im/19 PERMIT _ � , _ T _ n . . e C 9/4/96 lmEFMIT �—. "-' e ' WALL 8TST8M WU D IO/9/96 DD. PRIGINCs PREGAST CONGREI'E bEAT1 SETOND 1 — — - - 'r E 2/Im�ll 61D 6ET (8E8 BTRLIGTURAl.? � PRECAbT GONCRETH CLOM ISEE BTRIJCiURAL) f 2/I'I� 61D 8ET • ` G 4/�/YI CON6TRLICTION BE�E BNEE DL� � ` �� I REPLACE 8AND8TOt� DA9E o' , CEILINCs 9YSTEM CZ _ , � , � WALL SYSTEM WI.I EXIBTING FOWDATION WA{.L OF ONE YAfL PLAGE o , PREGA6T CGNC. WALL f a ' 8�E STRIJCTIRAL. WALL BYSTEM W'1 bEf BNEET D19 �� WALL SYSTEM WLI KEY PLAN � 8EE BNE6T DI.2 WALL 876TEM U!9 f�W IMDERI'IMIING SEE BNEET DI9 ( e , 1 FLOOR 8Y8TEM tl.i FLOOR 8Y8TEM fl.l I '! I SEE BHEET D1b e� s�r a� � �f mY � ' • � . . . . V�� -+ „ . , �. . a , e , . .. TA I o , I _ . , . . . . . . . 100' a � . . . . .. _I I I=. 1 I f_I I I-1Tf—I I _ . ' . . . ; . ,. .; . . . ': . : : . ,. .. . , . .,. TA. e�a� . 0 0 0 • o � o 0 -�7 0 -�7 0 0 0 0 0 0 0 0 0 0 o I ' . � . ' . . • ° `�/a � � . .� �LL�III LLL—L1 1L1 J1.L 1.L1—i1J. � LLL � � . . i i. ' e :� � �o. � . ' . ' '. a� I I—I I I�I I I � I _ _ _ _ I— I I— I I� I �I-I • - K ' I � . :�, l.L�1�I_ —1�ll��f—i I �I f L TI II—I I —1��— �L�Ul—J�—II I�—��[— --1�T--L �I— � : ; rl— � II Il�=���„—,r�--� � - , � �-� .���--�- = - Sections � f T—I I t-`�1 I i�T— I i J 1 1,=, ,l I I= . . � li'=_'—��!��L—� � a � � . : II � f 1L—lll--ll—J.� i I ,_ _ : ._ _ . � - ����� ��� � T- � �2 ��_ � _��� � ,; : ' L-, , ��,, � � � � � � _ � � - -JT_ � � i- � _-11�—II II 1�1�_f— ¢ ; 77 -��r- � — PROJECT No. DATE ' . 11, • � ; . .. - 94889.00 03/01/'96 � . �- - - - � N ' : , ' : ' ,: DRAWN BY CHECKED 9Y � : . : TRUEJL GC 0 � � � A 1,U �4LL SECTION � SOUTI� 1,U ,4LL „ UJ � LL S � CTIOI� � E �4ST UJ �4 � L �EETNo. � A43 SCALE: ��a ° • ��-�° A43 gGALE: �z �� . , � _m�� A 5 . 1 a � OF ' q� g t4 1 V � Q Z � a � � _ � �..occ�x +�.ar� cn " � EAVE TYPICAL � � M D3Z �oF sYerFa� W Q � V " O '' N (n Z Q1 Q g � � M Z 0 � C�ILING SY6TEM C3 Q GEILMG BYSTEM C6 � ~ N Z • ; �xisTn� aeac av� Rai�. W Z � TO REMAIN/�Sl11LT Z � U EXISTII�IC's WALL � a � • � 3" BANDSTONE GAP � � WALL al'BTEM WB axb ROOF fRAMING ExIBTtNU FLOOR t � � � STRUGTURE TO I�MAIN w�u.i. eYS� wa.i (yJ C � FLOOR SYBTEM F3.1 NEW 2x10 PLOOR = PLEwJM JOISTS • 16 " O.G. � aYB� � N � ° a ��,.�� EXIST. FIN. FLR �� TA. BTRUCT. ROOF . . . .. 136 ' - I�� TA. STRUCT. �1.. • : • a . s' 13r7'-�n • p p ; , � s ' O \/ O . �f `/ � O '� �./' � \/� w�O�' �O � , , ov ' �8 : . o . .. . , . s , � ! ', s O V . SV � O : , '� ' F'� vl � GEILMG SYBTEM G1 '�� NEW 2x F�RE83. TRTD. I \ \ SLEE}°ERS � Ib " O�C. CEILMCs 6Y6TEM Cb �� \ 2 IaOUR RATED FLOOR/GEILINCs A F C � �� ASSEM8L1'-UL DEB. L536 � 90 OHN V. � � WALL SY81EM tt� / \ \ HREN D3b WALL s1'B7EM WI 1 2 4 6 � <� ' �3 � ir \ �ILINCa 8T8TEM GI �F� �� o11Q ��G D3A �T D38 sirr. �a�.n� �oNa a \ SFD ARG�� �oaF BYerEM tes 2 +�R RATED HEAM \ \ ASSEMBLY-UL DEB. 3001 STEEL ROGF FRAM1NCs GEI�ING 8Y&TEM GI SEE BTRIJGTURAL R8. 2x8 CGNT. TYP. \ / \ REMOYE EXISTING STRLIT I LII� OF DEQC DETOND \ \ FLOOR STBTEM FI PLOOR SYSTEM FI I 125'-u' � \ _ TA. PIN. FLR V TA. BTRIJCT. e • � � o ' �f5�'911 ///''' �- .. p .—,_,. p° a . , �,-. ". D 7 i ,� ' O , O� 0� � �. ' � s C. � � � �� �° v. , s ,� . • � V � � �_ p L � \ c�i�� BYS'rEih u � � C�ILMG SYBTEM GI � RS. 2x14 GONT. TYP. D131 81M. 1 HOUR A86EM�LY � � O CEILING SYSTEM GZ -- . � � � , CEILING 6YSTEM C6 I WALL SYSTEM UAS W Z � � O I D131 WALL 878TEM W9.1 ;� WALL 8Y8TEM WI � O O � Q � BCUPPER � . I FLOOR BTSTEM RS Dzi� wau sras� ws O � > FLOOR 8Y8TEM F9 \ / � 7 FLOOR SYBTEM �I L �.� SYa�, F� W �C Ili'-I" TA. FIN. FLR = � I • , T� , ' ilb ' - I " � � ' � r � � ' � '�' ' : , ' , , , , . ' , . . , , . .� � � • . � . , � � . . . . , . . . , . . � �' , ., . . . ' � , � : ,�_� ' .� ' � ' ' ' • . �� -�+.� ' . , . . � oo� aooa � � � o O ° OaO ° OC - . . �. . � � �, - Z : . o c�. _ ; , , EXIST. FIN. FLR • 113' -1" LII� OF PRECA6T WALL BEYOND SEE BTRIJCTURAL ISSUED FOR: I HOUR A98EMdL7 No. DAIE COMMENT � ' 8xi6- 6EE 87RUGTURAL SEE STRUC'IURAL. A 12/19/9�4 DD. PRIGING . : . CEILMG 81'bTEM G9 LINE OF EXIBTING WALL � � ��� G H/4P9i P£IlMIT D 1�/8P96 DD. PI�ICING . £ 2/IIm/91 DID 6ET PRECABT FOUNDArION WALL EXIST. FIN. FLR F 2/R/91 DID 8ET . 8EE BTRIJCTURAL 1�9' -m" 4/15i9� CONBTRUGTION � � , � IUALL SYBTEM WI.1 ' � ; � . � , W.4LL SY8'T$M W6.b , . ' � , � ; . . . . TA. FfN. PLR KEY PLAN � 102 ' -9" : . : FLOOR 81'BTEM F1 . 8EE 6NEET Dib 1 9TRUGTURAL DOCU'�NTS � ', FLOOR SYSTEM P'1 � �'�m�� � S AB . .. . . ,. . ., .. . . . . . . . , . . .. . . , .. . . • . . .. . . .. . . . .. . . . � . '. . �. ' . . . .� : . : '. . . , . : . �. � . . . . . . ., . , � TA Ad v ° ��i _�u . . . . . . . . . . , . . . . . ' � �. � O O O O O O O O O O O O O O O O O O O O O O O O O °' � . �_���-���=T=���=1 I f=���_� � �=1=� � � 1=���=1ll=� � �-I I�- ' N I I l—I I I—I I I—I I I-11 I—I I I-1 I I—I I I—I 1-I ! I—I I I— � � �- - `� ` � ' ����!��� iii��� iii ��� iii„�iii-ii �_���_��� �� Wall � q Sections � � �2 �� _ � � -0�� a a � e �.� � � r J No. A 0 94889.00 03/01 /95 U � DRAWN BY CHECKED BY o � UJ ,4L � SECTION '� NORTI-4 1,U ,4 � � o UJ� LL SECTION '� I,U � ST UJ �4LL �ueis GDCjTRL U m �Z �'i�E:V7n , �� _mn '�f� � ���:�/� ua �''0" SHEET No. ; A5 . 2 � � - OF a > � � � � � �____ .� '� . _ I W TH #ro' X �v�AT FOOTING v N � � � 1 n�(1 Z ��+ � � p O'! Of GENERAL TES � - - �S AT 1 -O HORIZONTAL � I � � 7 . LIVE LOADS USED IN DESI n: OLITSIDE FAGE � W � O O A. SLOPED ROOF 80 PSF ---f l _ _ I �/� 1� I� �RS AT 1'-!0" VE2TIGAL V I F- � 8. RESIDENTIAL FLOOR 40 PSF (-'� �- � I N T E R I O R W Z O � � C . TERRACE/DECK/fLAT R OF 100 PSF � IhrTERIOR�p H021ZONTAL � D. NALLWAYS/STAIRS � 100 PSF Q � '' X , � E• 1��N BASIC WIND SPEED !0 MPM i � ` ' � � 2. E%POSURE B � F. EARTMOUAKE Z NE 1 � : r �. ✓ � O � G. LIVE LOADS ARE REDU ED PER CODE I� APPlICABLE. I I � '��' �_/•� O Z Z i ,I� i � r :, t � , .�, + V / 2. NON-STRUCTURAL ELEME T5: ��` ---- � _. .._.- � � � � ' � A. ELEMENTS SUCH AS N N-BEARtNC PARTITIONS, ETC. ATTACMED TO AND/OR SUPPORTED � ' i�, � �, #S AT I�-(c° H O R I Z ONT A L � � � � BY THE STRUCTURE SN LL TAKE 1NT0 ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL i � �; ^�i�,,,,�,r '> ���� �'r RE: 2S/S7 (,' � Z' Z MOVEMENTS. , I B. PIRE PROTECTION FOR LL CTURAL PARTS SNALL BE PROVIDED AND SHALL MEET � - �� f � � Z O W W . MINIMUM CODE REQUIR MEN 5 FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE � ' ' i '' r� r � � A , '� 1� Z Z I r - _--. __ -- , � ; . � Z S. FOUNDATIONSURAL DRAWI G5. I � ,; � . J J � J � A. MAXIMUM SOIL DESION PRES URE 4000 PSF I I � � r � } Q J Z � �..�....F++ ..�+SJ v�„�,,,� °r„ � � Z V W U W � ' i ' .�.. � fi ' � S W V W B. CONTRACTOR TO f'OLL AL ECOMMENDATIONS IN SOILS REPORT N0. 447492 I � O �� � O BY CMEN NORTMERN, I C. D T D 9/26/92. - ^' � I I � � ''� � , ' ' �4 � N W O �'J` O C. ALL FOOTING BEARING OWN ARE ASSUMED.�G � ��` �p � Y W � ELEVATIONS SHALL BE VERIFIED IN TME FIELD WITM ACTUAL CONDITIONS B11 I � • � '/ � , . �, • .� � CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOM Of ' r FOOTINGS SNALL 8E A MINIMUM OF IB" BELOW EXTERIOR GRADE. i i I I � � 0. ALL FOOTINOS ARE TO BE PIACED ON FIRM, UNDISTUR8E0, NATURAL SOIL i I � � u A (� #S AT I�-O" HORIZONTAL � � ^ OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENCINEER. , � �__ _ _ _ _ J I � y . S 3 4 5 6 � � J W 'O BACKFILL SMALL BE COMPACTED TO 95R (MINIMUMI STANDARD PROCTOR � ; � INTERIOR FACE DENSITY UNLE55 OTMERWISE RECOMMENDfD IN TN� SOILS REPORT. IF SOFY "" 11Z�_G° p I SPOTS RE ENCOUNTERED REMOVE SO�L AND RECOMPACT WITN APPROVEDj I '-- � �i �� O � LEVEL TWO FLOIORRARERN PLACE SCRIPTION OF BEARING SOIL.) i i - � .__.� #S AT I�-G VERTIGAL E. DO NO�PLAGE BACKFILL AGAINST ONE WALL UNTIL LEVEL ONE FLOOR AND� I Z��-9" g ���^ �(�'_a�" ���_�j" �(�,,_>j" � �(o,_�j„ i �7,_�" i �2'-2 ��2" INTERI02 FAGE � V 09 F. CENTER ALL FOOTINGS UNDER WALLS, COWMNS OR CRID LINES UNLESS O N RWIS �� �=-� � . ' #S AT ��-(o" H021ZONTAL W � Noreo or+ Puns. � � INSIDE FACE 2E: 25/S7 ? Q � G. CONTRACTOR TO PROVIDE, AT NIS EXPENSE, FIELD DENSITY TESTS ON COM CTE� F LL #$ AT lo�� V�2TIGAL T v UNDER FOOTINGS AND INTERIOR SLABS-ON-CRADE. A MINIMUM OF 2 REP E ENT TI e RE: 2S/S7 � ~ �p Z TESTS SMALL BE TAKEN FOR EACM FOOTING AND SLAB-ON-GRADE. , I �-- -- i i i i i � � U n N. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED 50 TMAT COND1= � - ___ � {J.� Of (n TIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY IILL OR CONCRET . � I � � � X W �---s� W 4. CONCRETE: i L I � = p Z _'_-_.-'.._.._ � A. ALL CAST-IN -PLACE CONCRETE SHALL BE MADE WITM TYPE I PORTLAND - � ----- -- � m - - _�_..1 � I � y�- �( V c9 CEMENT, STON[ AGGREGATE AND SMALL DEVELOP 4000 P51 COMPRESSIVE - � ��-O� � � � � � ' pA2TIAL PLAN 'iT I Z STRENGTM IN 28 DAYS. IF CONCRETE SUPPLIER PROPOSES USE OF FLYAS E _____ � � 0 W SNA�L PROVIDE OWNER WITN LETTER INDICATING COST REDUCTION AT T�ME oF BID. i RE: SHEET Sro FOR t g��}"aQ�p" a � J GONNEGTIONS TO B. TXE MODULES OF ELASTICITY OF ALL CONC(tETE SHALL EXCEED Wc1 .S 33 f'< � W (OR 37,000 t'o NORMAL WEIGMT CONCRETE). '-! � � A2L6E2G FOOTNGS $ C . CONTRACTOR MAY POUR SLABS-ON-6RADE CONTINUOUS AND SAWCUT J01 T5. 2� 2 -�� 4" 2E: SHEET SZ FOR 26 Gl JOINTS SMALL 8E SPACED 13 FEET AND SAWCUT 1 " DEEP X 1/0" WIDE WI NIN � _� i ENT2ANGE� STAIR �j7 Z 12 MOURS AFTER POURINC. CARRY ALL SUB REINFORCEMENT TMROUON J IINT. l �_„_� ! � - - S' � PARTIAL ' ,J C D. SLABS, TOPPINC, POOTINCS, BEAMS AND WALlS SMALL NOT NAVE JOINTS I � _ PLAN %I Q Z A HOR120NTAL PL4NE. ANY STOP IN CONCRETE WORK MUST BE MADE AT M RD - ' � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - ' - - - - - - - - - - - - - - - - - - q - - - - - - � � a _ � _ _ _ � _ _ _ POINT OF SPAN WITM VERTICAL BULKMEAGS AND MORIZONTAL SMEAR KEYS � I � W UNLE55 OTNERWISE SNOWN. ALL CONSTRUCTION JOINTS SMALL BE AS DE A1 ED R AS � �� � Z-O� EEP FOOTN� �Z GAST IN WALL STEP . � � � REYIEWED BY TFIE ENCINEER. '( I �;V ' WITH ( ��lo TOP � PLAGE WAL I WALL STEP J = O_' E. ALL CONCRETE WORK AND REINFORCEMENT DETAILINC SMALL BE IN ACCOR A CE W1 N I �--�-�" -� � I " BOTT WITH x6 G2�DE � � N � � ' � j � 0 ACI BUILDING CODE 31 ! LATEST fDITION. UNLE55 NOTED OTNERWISE ALL X OSEq �� I � � � �C+ (oO STIRRLPS AT (o µ,,;,: w i . � '�^^^^""'"' � . ;, .,, i u BEAM POCKET EDGES Of CONCRETE WORK SMALL MAVE S/4 INCH CNAMFER. USE STANDA D MOO 5 , � ." w ��^ti� ri �N x <�f ` 1, �vqY � r C��S �B ] O� $°] � V H � K " � 4 M { i< � 3' rl��d. + ��� ON DOWELS UNLE55 OTNERWISE NOTED. I , I ��� � �'X _ _ J . . . , ., > . . . , , . , ,, n , ., . , ,,. ,.. . . , A F. PRESTRESSED PRECAST) CONCRETE SHALL BE MADE WITM STONE AGGREG TE . . .. .n .+ ;, ,.� � ,, . ,s :�. �. � a f• . .;,+�� ... a � �� � , e?�.: � n ':. u,; �,�� 'n�, . +:,i .,, . � • . . :�;,. .r � � r�:,:, . '�. , r �.:dr,::'' . . , �,. :, i. .� f . . . .�,. r` , :. ,� .,, . .:. ., ,,,,, . ...a� � . v� �, r;. . . .�, x.t,.�. ,x ... .,:. M , r e 5: r..:.ame , i . . ' .��. i d . . .� REACMEQ 35Q0 PSi MINIMUM EXCEPi AS NOTED. ' � `- SLOPES KE. ARCH. � - - - - - - - - - - - - - - - - - - - - - - �- - - - - _ _ - -..Y- N_ - - - , ��� � ~�- ,. .. + . .� . .,. . ,.. r _ - _�. .. . • AND SNALL DEVELOP 5000 P51 COMPRESSIVE STRENGTN. , i N �� - n G. iRETEN510NED STEE SHALL OT BE RELEASED UNTIL TNE CONCRETE NAS Z� 8 �-'r� - - - - - - - - - - - T - - - - i � � f" " '� - - - - � s; N 1 � � �� !� $ r �' n �� - - �or-a ��r s�o�s z� Azcx ioo'-o" car�-o^� � � , ,0�-4 i�z° � b' '��. � a'-�o 1/yz , . . .4s , H. DETAILS OF AL� PRECAST MEM8ER5 SHALI BE SUBMITTED TO THE ENCINEE i � I ������ � _ S� �° .� 4' � � , • T e'�gK's FOR REVIEW AND MEMBERS SMALL NOT BE PABRICATED PRIOR TO REVIEW. I J � � O • ALTERNATE DESIGNS OR DETAILS MAY BE SUBSTITUTED BUT USEO ONLY A E �, ; � � _ � � F6 � �?;; � � N ��� F 1 : � �n� ENGINEERS WRITTEN APPROVAL. ALONC WITM SMOP DRAWINGS, DESICN C U- : � Z� FOOTNG .- _ �9q '-a � � �--..- FOOTINC,-, O ° UTIONS BEARIN6 TME STAMP OF A REGISTERED PROFESSIONAL ENCINEER HqLL �. WITH 14 M�o TOP AN7 ( cQ r - � r - - � � _ _ , I � _i_ � - � = . � � ' 8E SUBMITTED. A COPY OF PLANT CERTIFICATIONS BY PCI SNALL BE SUB IT�IED. iI I � �H � �Rp�E i N B4 � , - � N J � � _ _ _ _ _ _ _ � � � N � i F3 i N 1 i S i • I. PRECAST CONCRETE SMALL BE NANDLED ANO ERECTED IN A MANNER THAT � - -;� � (eO 5 � AT G' _ . - - � � � - _ � - - - - - _ - - - - - - - _ _ _ _ (99'- TEP WILL NOT IMPAiR TME STRENGTN OF THE MEMBERS AND ADEOUATE TEMPOR RY � � - � - - - � - 1 ( B J B � ; � � � .i ;'� ;� BRACING SNALL BE PROVIDED UNTIL ALL RELATED FIELD CONNECTIONS HA � -- -`----'-' � ' - - - � � Q BEEN fULLY COMPLETED. PROVIDE LIFTING DEVICES TMAT WILL SUPPORT --.i�- .� .-. - � ,,� (qq' �"� � N � B � � �q q -�� � � � �qq����� B2 � �q9���u� ��-� J O �\ _ , � \ 4�, � „ � �,,, TME WEICHT OF TME PRECAST MEMBERS ANO TNEY ARE NOT TO BE LEFT E P SED. �.;, i ,. ( I 4 I r - � �f1 I I ALL CONNECTIONS REOUIRING DRY PAGKING TO BE COMPlETEO BEFQRE AP L ING B .� � „ ?^ � - - - � ( F � CZ � , � ^ �4� \, J� ANY SUPERIMPOSED LOAD INCLUDINC ANCMOR BOLT POCKETS AND UNDER E TN B7 �� r(1 � I Q I I � I � - '� O �� 4p�� ������, BASE PLATES. ED E OF � � � � FOOTIWG S8 � s} _ - - ' ' 6 ;,". S --J-�---- ---_-.._- S I I I, I'-0hU-CY PI.ASTER �n I 3 � STEP � I - ` _ ' � � -- -- I I �' f J. TNE WELDING OF CONNECTIONS FOR ALL PRECAST ELEMENTS SNALL BE IN CORD- 6 � ANCE WITN AWS D1 . 1 OR AWS D1 .4. ALL WELDERS SMALL NAVE EVI�ENCE OF PASSING �; ` ', I I (o'-D" I WITH (4}-�5 VERTICAL Fi � � I � <j J F - - - - I I TME AWS STANDARD QUALIFICATIONS 7E5T5. STEEL L(VEIJNG PIATES SNALL BE -- � � • ' ' I 6 F2 � I �- � PROVIDED AT ALL SLAB EDGES AT 8'-0" ON CENTER (MINIMUM) UNLE55 OTHERWISE ! \ 1I � (3}-�3 TIES AT 9 TOP ^ � 1f1� I �CFSC� "O� TER I � I __ SMOWN ON PUNS. LEVELtNG PLATES STACKED IN EXCESS OF i " MUST B ELDED � � '�� I L-. � I I ANO �3 TIE AT " '-O" � I Q � � � FOOTING � _ I Q • � I _ - _ - -_ TOGETNER AND APPROVED BY TME ENGINEER. PLATES IN ADJACENT SLAB -. � L- 1- HORI7AN'fAL � U (3 T�S A 9 TOP � I STEP � _ __ _ ,� � .._. E T E i S 7 � � M 3 '1 7 E T 1 -O� � n i i i � - __ � - B E W E L D E D T O O E T H E R T O E U M I N A T E D I F F E R E N T I A L C A M B E R. P R E C A S T C O C �- _ ' I CONNECTIONS SNALL BE OF READILY WELDABLE STEEL AND SHALL BE AS E AILED. r-- 'I , i � I q. �ZONTAL � � � -O X I -�} D�EP � � � S 7 I I WALL N i � u i _..i I 58 I� � 6 � � i I AT 14INO.G ITT2ANS. _ � _ 1 ' I I F9 ' ISTEP � ALTERNATES MAY BE SUBSTITUTED ONLY AFTER REVIEW BY TNE ENGINEER. � J . ' -- -- � . I I (� -0 ) � I , , � 4 � AND (4}-*!o ONTIAL)OUS r \ � ' �� " �TOP �F �� � � � � �-'� �� 5x5X1/Z � I I - - - - - - 10 O" � � � .. I � � I � �� � � . � . .. _ ' � � � I , �. 5. R E I N 9 0 R C E M E N A I . � I .. -�- ' � u � � �' ' � N A. ALL REINFORCING SNALI BE MIGN-STRENGTH DEFORMED BARS CONFORMINQ� FO � �i � i � � � f- �-� '� � ��� 5 � I 4 DEEP ��N� � ;�� . �, � _ � �,� , _ / �� '��� � � ' WALLa � ASTM GRADE 615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS'� NINICH � I I I I � 4�-O�� I � � FOOT�NG WITH #�o �: � rj% I � � � i �\� �� -}� � /�`j � � -��� -�- : � �q �I4° o� I � . .....- � 1 �! J�L � � SNALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40. �E I L . _ __ I � \ �, I L _ � I� � � E2LINE B I � B4 � ,� I � � v i �O '(4 #�o GONTN�UG�r LON� � I . � i � \� - "" -�Jl i � � � � r��. �-8u N C. REI CONCRETE POU ED ACANNSTNEAR HICES jD WIREDATOGETHER. BE �pi II ` - �-- .. . ._� y\y--- .. ......_ , � I �� � ���OLUMNS � � : .,., , . � . • � .. ,. . .. � :,', I � ��j � I � '� � / u � i, I� -"-" � � �' � � 2. CONCRETE POURED IN FORMS (E�(i05ED TO WEATHER OR EARTN) E" I �� /. � � ' ' � J � - - - - � ' I � a)-, I ^ I � � i"; ' h -� `� �- Z 3. COLUMNS AND BEAA}5 (TIE BANS) 1 -1/2" ,(� i . I S1O I�-Z° � � ,1' � 4. SLABS AND WALLS (NOt EXPOSED TO WEATMER) 3/4' � ^-� , I�7�o � ' � N �T O � S. PRECAST TEE LEG 5 -1/2" r� 'N . i,�: ,�., ( � ` .�„"� ���� I N � � I 4�-��� � � �� � � r� �_ I � 102 9" G" � � I I .� N 10" PRE-CAST ; i v D. NO SPUCES OF REINfORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR �� �k� I i � � F � J �, _ � WP.LL (TYPIGAL � TYP. � ' � I � AUTHORIZED BY TNE STRUCTURA� ENOINEER. UP SPLICES, WHERE PERMITTED, ��i I � - . '� � I _ �� B3� (qg�rp") ; I � - AT ELEVATORS)I I � ��- �i � � SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTNERWISE NOTED. AKE �' I GENTERLINE OF I � y � � � � r ALL BARS CONTINUOUS AROUND CORNERS. � " „• ; ❑ � � C E. PLACE TWO N5 (PER a" TMICKNE55) WITM 2'-0 PROJECTION AROUND LM L (`•;/ ����, � �tL RT�'TZOL 7�`� �'�i�Oo � „^ F4 � (V _ �- r i - 1 r� N OPENINGS IN CONCRETE WALLS, S�ABS, AND BEAMS. AL50 PROVIDE TWO� � i ' � N _ �I{ � I i � � \ i � � i i \ �3 X 4' -0 DIAGONALLY AT EACN CORNER. �,� I � I i'�, I �� I� � \ I J � I �- - J - � I I IC� � , � I I �" I ^ , � � F. CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SMALL BE I � 1 . � � ;� ' �'" � , I � I Z'-8" '{��� - q8'-O") � � O � � _ _ _ _ � 1 I � I . TIONS SNOWN ON THE PL4N5. AlL REINFORCEMENT TO BE NELD SECUREL --J I � �� r , ��� � - J r I O JJ � I ��� � SPLICED AS FOLLOWS: TOP BARS AT MIOSPAN, BOTTOM BARS OVER SUPP RTS. � i _ , I I _ _ _ Q G. PROVIDE ALL ACCESSORVES NECESSARY TO SUPPORT REINFORCINC AT PO51 I ��/ I I i ���� • �- B ' � .a F4 I s� -I - t- -�- � � _- ' D a Q IN PROPER POSITION IN ACCORDANCE WITM ACI 510-77. Ii � � I� '�,_ , � _�. F5 � O ^.: , ' I I � , � � I I i(1 i ^ � ' i � I i i i I � :, � ��/ � � I I I ' 6 - � .., ^+�'� µ ' ���EC.Ar7T ��. , , _ 83 I � L _ _ _ I _ _ J i I �JT� LL N. WIRE STRAND USED IN PRESTRESSING SHALL HAVE 270 K51 ULTIMATE STR N TH i � i ,I - _ - _ - � ' - N I I I 99��0 �''� � AND CONFORM TO "SPECIFICATIONS FOR UNCOATED SEVEN-WIRE STRE55- E IEVED � I . r -�- � ��'� K-4 C � - - - C � ( u, I � TOP �F O I 83 1 � T - STRAND FOR PRESTRESSED CONCRETE", ASTM A418 OR ASTM A427 . R � � I � I F NG ST � I I � � � I I I SLAB OROP � _ _ _ _ � _ _ _ _ _ _ _ � � ' WALL= 8. MASONRY: � , i � I C i x I \ ' ������� J A. WALLS SHAIL BE REINFORCED MORIZONTALLY AT 16" ON CENTER WITH LA DqR OR �� � �. ' I I �I I G�4 -�� J � � I ^ � I � "'�. ��:��� ' • , :,, O 0 TRU55-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINPOR EMENT. I I I 3 I � I � � � � ' � � � � ,�'� � � U B. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITM ASTM C476 GROUT FOR � � � I TS SXSXIIZ I ^ � 4 N .� � L�-4" DEEP FOOTING ��, �„ � I �.•" � DISTANCE OF 24" BENEATM AND 16" EACM SIDE OF ALL BEAM REACTIONS OTNEF � GOLUMN � L - - - - } ��f14 ' � � IO� �°' WITH (11)-#L AT I -O" � � ., N Q � � CONCENTRATED LOADS UNlE55 OTMERN95E NOTED. i � I ' I ��6n i Fs QI ; I � I �f1 I S� dl EAGH WA� I ��-1�� I � � � �� \ � ' ; I ; � J C. PROVIDE A TNICKENED CONCRETE SLAB UNDER ALL MASONRY WALLS ON 54A 5. SEE i � � U Q 4 I , � � ARCMITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FORi PENINGS � � O I I � I � � ALL OF WHICN REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR FRAM N OVER � � �I Iu I �J � ' i i i i � i � � ��. I �fl U �i BASE PLATE SGI-IEDULE NON-BEARING OPENINCS IF NOT SMOWN ON STRUCTURAL ORAWINGS. SEE M�CMANICAL I W � � „- -` O DRAWINCS FOR OPENINCS, ALL OF WHICM REQUIRE LINTELS. dl I � �( I � v ' °' I �--N - - n � 7 � D. CONCRETE BLOCK UNITS SHALL CONPORM TO ASTM C90 GRADE N. BRICK �N LL y` '"'- � , i L�-D°XP-O�� I � � i � - W I r MARK PLATE SIZE # OF 3/4 � L FULPILL ASTM C82. MORTAR SMALL BE TYPE 5 OR W, AS�TMC270. ii, � ;i �- -� ! I DEEP FOOTIN �I • I I ��� �r� I I ^�. p( i ANCHOR BOLTS E. MASONRY SMEAR WALLS SMALL BE REINFORCED AND CROUTED NqTN ASTM C4I�78 � WITH (j}r#lm � � � I � � N I ; A � � � � � OROUT AS SNOWN ON DRAWINOS. � '� I I �j GONTIN.JOUS i I � N � � � � � ; �ST � g � 1/2 X Id' X 10' 4 F. MASONRY SNALL CON515T OF CONCRE7E BLOCK WITM A MINIMUM ULTIMATE I I I � I 6 � I O O�-O�� � ^ � y, � u T �F , _ / ' ■ ' COMPRESSIVE STRENGTN 1'm OP 1500 P51. F 7 I � � � W W L L� W w u � -r s s x s x i/z i � �- i � �' � � H ni a" e2 �/a" x �o° x ,a' a 7.. STRUCTURAL STEEL: �i � I GOLUMN � - i - - � � 1� � I � � I �,r � = T � A. ALL STRUCTURAL STEEL SNALL CONFORM TO ASTM SPECIFICATIONS A38 EXF PT I I '�._ i I I � � � I 'W ; J U PIPE COLUMNS WMICN SHALL CONFORM TO ASTM ASS AND TUBE COLUMNS T � i � I B�L I N � � . � ASTM A500, GRADE B, LATEST EDITIONS. ANCMOR BOLTS SHALI BE A307 ST�EL AND _I � � i � i i � i I �u: � �P � j ,� B S I° X I D° X I O° 4 � � MISCELLANEOUS EMBEDDED ITEMS SNALL BE A36 STEEL. � � � - �_# ' I _ _ _ _ - - - - - - - - - - - - - - - E B. STRUCTURAL STEEL SNAIL BE DETAILfD AND FABRICATED IN ACCORDANCE i I i I_ i i � � Z�_q° � i �OTOTI I :";f W � tl � W I T N LA T E S T P R O V I S I O N S O F A I S C "M A N U A L O F S T E E L C O N S T R U C T I O N." �; ���) � ' ' B4 � 3I8 X IO� X IO 4 �� C. UNLE55 OTNERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS � � �� �� , �J� � I i �- F OTING WIT�� � 4�eX�o WL.� X WZ.I W:.F.H C`19�"0� � - - - � I 'n' � � I N ____ _ � �_ �� . I WITM STEEL BOLTS PER AISC ?MANUAL OP STEEL CONSTRUCTION7 TABLE II TH A525-N -"���� "" � � (�� � I I BOLTS (OR WEIDED EQUIVALENT). SELECT CONNECTION AT EACN SPLICE SUPPORT - , I I � I ��¢ I r BS 3I'4�� X �o�� X IO� Z 80R TNE TOTAL UNIFORM LOAD CAPACITY FOR EACM GIVEN BEAM AND SPA OR NON- '� I I ' A� (4�06.� Tf�A�� i ON lo" GRAVEL �ASE i i I i L _ (q(� -Q" , COMGOSITE MEMBERS. FOR COMPOSITE MEMBERS CONNECTIONS SNALL SU P RT 73R � i F OP THE TOTAI CAPACITY FOR EACN BEAM AND SPAN UNLE55 OTNERWISE �ED. STEEI ! � ' � - �.�`�_ - - - - - - - - - - - - - ?w ' � '+ � �� - - SUPPLIER MAY SUBMIT ALiERNATE CONNECTION DETAILS ACCOMPANIED BY , I CALCUUTIONS STAMPED BY A REGISTERED PROPESSIONAL ENOINEER I I I � - 7 '�>, __, B6 P� X �e° X IO" 2 RESPONSIBLE FOR TME CONNECTION DESIGN POR ENCINEER Of RECORD75 E IEW. �� � � I F7 � I � I �'� � I '� D. MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LE55 TNAN 3/18" CON I UOUS ' �I I � L J � ,,; i I iILLET UNLE55 OTHERWISE NOTED. �_ -- - J '� � �__ ,J FZ BG � - -' TOP OF i � � � � � � � I ALL • 87 I j�b� X Co° X IO° Z -'- ` � I O O I FOOTING C2 � I A L ST i � ---- ---- � 7�-- E. ALL WELDERS SXALL NAVE EVIDENCE OF PASSING TME AMERICAN WELDING �� ,� � Cq� OM� � C � C � I ` ST �� SOCIETY STANDARD OUALIFICATIONS TE5T5 AS DETAILED IN AWS D1 . 1 . ' '"" ` -"'� -� - -�ITI �' "'---- � - - 1 Z - - .� - - -1 STEP I � r F, PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND 'J ' ��- � ^��� ��" ��^��� ��_'� �: "" � • •' � �� � r - - - - - � � - - - -� ' - � rf � ':� ) SSU OR7 I ED F ALL CONSTRUC710N AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE - . - - - - � - � �� I I I I I F3 � / ;�� / I �9 No. DATE COMMENT COMPLETED AND SNEAR WALLS OR DECKS ARE IN PLACE. ' '� " + . FH FH i� i BS � � C99 4 � I :' � B �J (9ro'-O") � �O OI � �9ro O' ) O BS � /. _ � ' • • �A 03-OS-96 FOR PERMIT G. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP r�--� r , f_ � . I � � � - � I , � ' l - _ _ - - - - - � - - - - - - - ._ - - y�� i ! � / � DRAWINO TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY �- � � �� . ., , ,,. . . . . '% ' a !' ..,., ,. . . r - - - - 0�-10-SB REVISIONS TO PIECE DRAWINCS PRIOR TO ENCINEER45 APPROVAL OF ERECTION -- � � � "" � �' " ''" ' �' " �' � ' � '�' � " ' �� '" ' "" ' I I oe.ewir+cs. I I � T q�_�. - - - - - - - - - - - - � -, - - � , I � :' r - - � �� - - - - - - - - - - - - - - 7 J � 10-09-96 FOR PRICING 8. METAL DECK: � � I B,5 � Cqq -4� � I •i I I ,: I C99 -4 7 / � I � A. DECK SMALL BE SNOP-PAINTED STEEL SHALL BE Oi' TNE TYPE CALLED FOR ON TNE I � - - � �, � - J BS BS � - '1 `. r - - � �° � ' / S� � ` + 01 -24-97 FRAMING PLANS AND SMALL BE CONTINUOUS WMERE POSSIBLE. I Z�- ° X P-O° G NTINLJOUS � I � - - - - - - -' - - - - - - - - � " � I ' '/ //_`�" � � • " � 01 -28-97 B. DECKINC SMALI BE INSTALLED AND ALL OPENIN65 IN DECK CUT AND REINFORCED � I FO TING WITH C��-� �, (o I ���•� - � + � .,; - , - �. � ��• � _ _ �� . �. -� ,. : � . � . . � - � - - i r . �, � - ' - ��� � - - Q 8 09-10-96 ASI 8 IN ACCORDANCE WITM MANUfACTURER'S STANDARD DETAILS AND SPECIFICATIONS ' L GITUDINAL ' L - - - - - - - - - - - J '�� / I -5' BG�- j 13 08-10-8G ASI 13 EXCEPT AS OTHERWISE NOTED OR SPECIFIED. I I '� I S7 � ', I I " ` I � � , � , �9� _p"� � C. WELDING REQUIREMENTS SMALL BE AS FOLLOWS UNlE55 OTMERWISE SHOWN , � 4 _S i �,. � ���J � I �; I , � � �� � � ' F ' +,�. 1 � �� -� ' 02-07-97 BID SET r N ON DRAWINOS. � ��-��� I �_._. .. . - I I Q ' � �� E � �� ,.}I 1 . ATTACH ROOF DECK TO SUPPORT 8EAM5, STEEL JOISTS OR PLATES WITN S/8" � I I ����� lO . O O f, �•� � �;��( }^� js F 02- 17-97 BID SET PUDDLE WELDS OR SCREWS AT 12". I ' ' I , I I _ I I ' '`� � �� !1' O ' ' ' �'��" �� ° / /:-�' � WITIi S/8" DIAMETER PUDDLE WELDS AL 12" \ I � �� / ' y. -.__-` _-' _`��-� - i -__ . i � ' � '��`\` ,..\ � �. � � (4}-NS VEQTI�'AL '�,',;v� r� , , ` ^� "�� J /� �I�8 G 04-15-97 REVISION ONE �+�-g� 3• NTTERMEOATE UPPORO EASIDE R SAWITNPPUODEL�ODECEACH36". � EXISTNG I - �'_O,I 4_� I N , Y a��,n / 1D 2 -.-- xi � (� xj �TE AT3-O"� � �� .%, i� : J'- , y�J:� � t` � � ( `� 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SMALL T i � _ /' � � � � -O' Pr./i�7TE2 4. ATTACM FLOOR DECK PERMANENT CONCRETE fORM TO EACN I 1 3/4� �� I R1 i � 4 � - - � - �.�. PRE-GAST GOLUMi`I SG�-IEDULE ENO L5 P IS M�ELDED TO EACM SIp E LAP PLUS ONE INTERMEDIATE � i� - -- ^\ \ � }� II `� I H Z��1TF� `� � r�.� �� , {� ��/��+ 9. LIGHT-CAGE FRAMING: , m � I '' I�. . i � . �� . .. .. I I Q \'...,, I ,,\\ � � 3�� 4��Sn ' 4��5�� ¢' �' i " ,,� i 1O" L��, �! �'� � !� !✓ �,1. � '�'�� MARK COLUMN SIZE WELD (THREE WELDS PER SHEET). I i i i I I � A. LIGMT-GA6E METAL FRAMING SHALL BE TNE SIZE AND GAGE SNOWN ON THE I � r _ �f'' ` � I t ' I I � � 12'-2 I/Z" / � / <', A370,I LATEST EDITION, COMMERCIAL 6RADE, WITH A MINIMUM YIELD STRESS OF 0 F2 � - I - � 0 1 2� -� I ��'_�II '�'-3' I�I_�II '�'-3u '�'_�" 17'_�_ I : "" •� , Z��` � C � �G�� X 4$' � � '� � m '�'h N � � J . 8. FRAMINC ROLLED FROM STEEL 18 GA6E AND UGHTER SNALL GONFORM TO ASTM d1 , m I � ij � 35,000 P51. � �. � � \ � C. FRAMING ROLLED FROM STEEL 16 OAGE AND HEAVIER SNALL CONFORM TO \ I � BS ' (9(0��� � 122 -� �c�(mS_0"� � 6 � CZ �Zu x 24u ASTM A570, LATEST EDITION, WITN A MINIMUM YIELD STRE55 OF 50,000 P51. - I I I I �' ' 10. NON-SMRINK GROUT: -� � � � �" �/ � p � ' A. NON-SNRINK GROUT SNALL BE PROV�DED AS FOLLOWS: FOOTNG STEP � I I r � FOOTNG STEP I � /� �..\ 3 ;' 4 5 6 � C� . ,. i 1 . BETWEEN COLUMN BASES AND FOOTIN65. TO MATGH - �-- - F3 I � O MATCH I :'' / \, ' � ` � ���. - . F � -��- '� � -' �--"'- - 2. BETWEEN COLUMN TO COLUMN CONNECTION IN MULTI STORY STRUCTURES. EXISTNG � � STNG � � ��_ _-..._.� '•�'^ " I 3. AT COLUMN TO BEAM CONNECTION AND/OR BEAM TO BEAM CONNECTION (IF PRECAST BEAMS ARE CONTINUOUS). I � m L _ _ J � I i /�' , � 4. BETWEEN PRECAST WALL TO PRECAST WALL JOINTS. I ���� m I I 17 . GENERAL: I � B3 �j'/'-Q' � I / � / i. A. ENCINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. r � � � I }�' B. VERIFY ALL OPENINCS TNROUGM FLOORS ROOF AND WALLS WITH MECHANICAL AND I I I 8 � // � I O U I � � A T I O I I � 1� A � I GOT`IGRETE FOOTII`I6 SGI-IEDULE ELECTRICAL CONTRACTORS. VERIFICATIOII OF LOCATIONS, SIZES, LINTELS, AND ^ I I O I S�I j / REOUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. I -� BS � '� C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICA� EGUIPMENT OR OTNER � � _ _� N _ _ _ _ _ _ _ _ _ _ _ _ ���_�� _ _ _ J I i� j� ��8�� ' ��-0� RK FOOTING SIZE REINFORCEMENT ITEMS TO BE A7TACNED TO THE STRUCTURE, ENCINEER'S APPROVAL OF CONNECTIONS � ' i AND SUPPORTS SMALL BE OBTAINED. UNLE35 SPECIFICALLY DETAILED ON I ' ( i� � �� N ARCMITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR L _ _ - - _ _ _ _ _ - - - - - - - - - - - - - - J 1 IOTES� SNALL FURNISN ALL NANGERS, CONNECTIONS. ETC., REQUIRED FOR INSTALLATION OF NIS ITEMS. (9ro'-1� / � 2'-6" X 2'-6" X 1'-O" DEEP C'�)-+�5 �GH WAY D. PROYIDE ALL EMBEflDED ITEMS IN STRUCTU(tE AS NOTED ON ARCMITECTURAL, � I. TOP OF SLAB ON GRA�E ELEVATION = �OD'-d' UI�ESS NOTED EMBEDDED IfEMS ANDCANCHOR BOLTS SMALL BEAFU NSSNEDSBYLSTEELSUPPLIER ._��'� OTHERWISE BY AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SMALL FULFILL ASTM AS6. Z�� X P--CY OEEP FOOTNG ' � 'Z �J�-O° X 3��-O° X I��O� OEEP (j�-#S EAGH WAY FOUNDATION E. PROVIDE ASPMALTIC MASTIC-COATINC ON ALL STEEL AND WOOD EXPOSED �O TNE WITH (j}-�IS CANTIN�OL�7 2. } � INDIGATES TOP OF STEEL ELEVATION. EARrH. � 3. ALL INTE210I2 STEEL GOLUMNS SHALL BE TS 4X4X�/8 U.O.N. F3 4'-O" X 4'-O" X 1'-O" DEEP (4)-#6 EAGN WAY P V"1N F. SUBMIT SMOP AND EREGTION DRAWINCS TO ENGINEER FOR REVIEW OF ALL � STRUCTURAL STEEL CAST-IN=PLACE CONCRETE REINFORCEMENT, PRECAST CONCRETE AND METAL DECK. TFIE MANUPACTURINC OR FABRICATION OF ANY �TEMS 4. GONT2ACT02 TO PFtOVIDE NEGESgARY SLPPORT OF EXISTING PRIOR TO WRITTEN REVIEW OF SMOP DRAWINCS WILL BE EHTIRELY AT TME RISK AOJAGENT FOOTINGS DURING EXGAVATION / Uh1�E2PINhNNG. F¢ 4�-ro° X 4�-l0° X 1�-O° DEEP CS�-OS EAGH WAY OP THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ESC., SNALL BE AS SMOWN �•��_4 ��2x ' �7�-4 ��Z�� �j, QEFER TO A2GHITEGTU2AL DRAWINGS FOR NON-LOAD BEA2ING ON THE ARCHITECTURAL DRAWINCS AND AS INDICATED IN TME SPECIFICATIONS. PRECAST OR CMI.� WALLS. ALL r7UGH WALL ARE TO BE GENTERED S S�-O° X S�-O� X I�-Z� DEEP CS���S EAGH �.IAY M. TNE USE OP CARDBOARD PAN FORMS WILL NOT BE ALLOWED. USE ONLY NEW ON A I���o�� X I��O� CONT�NUOUS POOTING WITH (2�-�S GONTIhUOUS STEEL OR FIBERGLA55 FORMS. I_ONCaITUDINAL. (o'-Q" X G��O� X ��-�}° DEEP CB��*S EAGH WP.Y I. TEE SLAB SURFACES SNALL 8E CLEAN, FREE OF LOOSE CONCRETE ETC. PRIOR TO 6 PROJECT No. DATE POURING TOPPINC. G. [XXX'-XJ IhJ�IGA'1"ES TOP OF WALL ELEVATION. J. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CMECKED AGAINST FIElO . QE% A�GHITECT FOR SLOPING TOP OF WALL. � i i . 2295 03 - 05 - 96 ARCMITECTURAL DRAWINGS. F7 7 -O� X 7�-O X I�-7° DEEP (7�-#�m EAGH WAY � K. $PECIAL NOTE I: A4L PRECAST CONCRETE AND WOOD TRU55 JOISTS; AND ALL 7. �XXX�-�X� INDIGATES TOP OF FOOTING ELEVATION. ' ORAWN BY CHECKED BY (MAJOR OR SPECIAL) STEEL, WOOD OR CONCRETE PRODUCTS �MILL REQUIRE SNOP I 8�-O�� X 8�-O�� X P-IO" �EEP C�I�-��e EACH WAY DRAWINGS TO BE SUBMITTED WMICM BEAR THE STAMP OF A RECISTERED S. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LVSTED 1N '� FB MSH SMW „ PROFESSIONAL ENGINEER. SOILS REPOR'T. � w L. DO NOT WELD FLOOR OR ROOF SLAB ANC/OR TEE CONNECTIONS �{�-O X �I -O� X 2 -I DEEP (II�^N`<o EAGH WAY g UNTIL SLABS AND/OR 7EE5 MAVE BEEN CAST AND ERECTED POR AT LEAST ONE WEEK. � �I. GONTRAGTOQ SHAL.L PLAGE ('�)-�5 VE2TIGALLY FIJLL HEIGHT F9 " ' ' ' " SHEET No. 7 OF WALL AT HIGH SIDE OF ALL WALL STEPS HIGHE2 THAN + � p M. CONTRACTOR IS TO NOTtFY ARCNITECT AND STRUCTURAL ENGINEER IF DIMENSIONS . �}�-O IN ADDITION TO WALL 2EIhF02GEMENT SHOWN OTHEI2WISE. OR CONDITIONS OF EXIST�NG ADJACENT STRUCTURES VARY FROM 7HOSE SNOWN L q IN TNE CONTRACT DRAWINOS. IO�-�O" X �O�-O" X Z�-�° DEEP (8��#$ EACH WAY n inp 10. FOOTING ELEVATIONS SHOWN A2E MAXIMUMS AND MAY NEED TO BE LOWE2ED 1� p�Z DUE TO SOIL GONDITIONS. VE2�Y GHANGE9 WITH ST2UGTU2AL ENGINEE2. OF " 3�� 11. ALL OPENINGS IN PREGAST WALLS THIS PLAN OYHE2 THP,N ELEVAT02 C012E'S Wo< 5441 I GsF_ R'_�" 4P�nVE SLAP� I11.B_F_SS IJOTF_D lJTNE2WISE P�Y C �. � � �� U ��J �� ' � � y � �, Z � � � ' 1`10TE5= " W a o^ o t. TOp OF STRUGTURAL CONGRETE TOPPWG ELEVATION a 116'-1" UNLESS NOTED v , ~ � ^ I r � I OTHE2WISE BY � W Z h � �' I� ❑ I 2. F � INDIGATES TOP OF STEEL ELEVATION. � v 3. ALL INTE210R STEEL COLUMNS SHALL BE TS 4X4XP�/8. Q X UNLESS OTHERWISE NOTED. U � � i �' � 4. �{I � INOIGATES MOMENT CONt�GTION. O � r, � ' I S. STEEL SLPPLIE2 SHALL 2EVIEW PREGAST SHOP DRAWINGS AND EXISTING y N C� CU I �r—,,_ �-- � GONOITIpNS PRI02 TO PREPA2ATION OF STEEL SNOP DRAWINGS. ,^ o Z Z � ro. ROOF DEGK IS TO 0E 1 1/2" - 22 GAGE INTERMED4A.TE 2� TYPE. Q � � Z Z � � I �- ------ � ' 7. ALL PREGAST GORE WALL PANELg SHALL BE REI�.F02CED WITH (2)-�G � � � - AT EAGH END (G02NE2), #6 AT 1'-O" VERTIGAL, � �S AT I'-4" H021ZONTAL. Q Z ^ Z Z � 8. PREGAST WAI_L PANELS (OTHER THAN CO2ES) SHALL BE 2EI�F02GED Z Z � a C� J C7 �— WITH (2)-*� VERTICAI� EP,GH END IN ADDITION TO NO2MAL WALL 2EINFORGEM�NT. 4 U Z a Z � , - R GF SHOP �LAN Q �.1 Z W U W I I I q. 0 INDICATES GOLUMN DOWN ONLY. d. S W � W I � 10. ■ INDIGATES GOLUMN lP AND DOWN UNLESS IT BEA2S ON GONG2ETE WALL � w O � O `--�� L--� I 02 FOOTING BELOW, 02 IS LABLED LP ONLY. 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J II � , � - t ,' r 1 �/ i L_'.. . S7 � � N � �r_ _ �i L I 116 -1 P OVIDE Ert3ED TE9 � J - ' N M � O�L GONTRACTOR RDINATE. Q � ; � � � � i �� N i � � ---- -- l, � .. ._- � �M I S T N G I c -� � i ' i i � � ' il � �- G X � EACH "" ar ! t` W � � GOOIe M HANIG 1.�. � � W� I I , p., I E �IT 1/4 60TTOM k ' � r .,�' � � � p FRIOMTSL E GON � I I i �� { I N � �� ; i � �j T� 3 4" Q T H R U � , 7 �' >:j' S L A 6 O P E I N G � � � \ '� � X � � � ' `� ' as '' � 2E: MEGH. ' � , - � 10" PRECAST OPEN WITH ME HANIGA � i � U y /r T� A 1 -4 . S T A G G E R � +� t , , g �, O P F O CORE WALLS i � � ' \ '�� o � ` e rc ' � � o � ' 3 w ' MINIM M ' BEARING EAGH _ � b * �; � �� (TYPICAL) x � ', _ I � N BOTTOM. P20VI � A F f a , � F i < �*� i� ?� � . I II � i � W ± � , . �O E � CELLS. �N % � x; � t;z > ; , , •. � : _ g 1- 0C _ I ' C . . . _ _ � - - � - - - - - - - - . . -: - - - , 82X XN / � ' � I , ^ � PR�GASTE2 NOTE )- ��S � 2)-ANCaLES , Q 2)-ANGLES SLA OP NG � "' ` `� , � TE SLAB TO �Xrox 1 8Xlo�l � 10 � 8XGX1 �: MEGH. ' u �108'-Z' B NC� � ' tOX1 � ); ^t '_ I Fil4'-fl TYPIGAL � � � O FI GVATOR CARE Et14 11"� -- --- D � � 8' � I - - - - ' BEA2ING-+3 _ , S7 �,�_ _ � -q � 0 � OPEN tr N , ', � MaL I..EIGHT � I i -- Q X I . � I.ATH roX6 11ro -1' � � � � � Q Q rQ � I � W�.9 I..YL.L.�K�J�iT' GONC. � 7 ' i � ' i i ' i � , � , , , ; Z 3 � 7" PREG ST LLj , � Ep� pp �O F..AT SLAB RE: T' P2ECAST WALL � i i i i pRECAST SLPPLI PROVIDE i � � O . � F- SLAB t{E NGAL f�ZZANrE P F � � � � EM6ED PLATE F� (2)-ANGLES ; W �_._ � � —� � �i G002DINCP.TE�ST EL � � i ; AT G02E WALLS AND PREGAST i i � O � � BEAMS (TYPIGAL) , O U U I ' I ' � Q,,, v LOGATION WITH PANEL 9 i � ' � i i 11ro'-1" ; 2E• ARCH. ` � �� � W W t� (� f� v (� � MANLJFAG7L�E2 YP. � � r � � , I 3'-I 1/2" ��J1 �^ � a � � X X X \ X p�, � �� S7 i i �l i i � i � rS � iV w I I E N � I � N N _� N 1 -G O F'E N I N G I N � � � � � � I � I \ � U , V' � , � � 3 4.lALL FiA.L DEPTH L i i `�7 i i ; 19 � i � � � Q O � 3 3 O � 3 �' BELOI.:I STEEL B�P,MS � � � � J j � ' �,� ' \ t 3 -1 4,-��� _� 4�-�• � i i � i i i Z7 6 - ---. ----- O � a �- d. W 1 2 4 0 � � W 1 2 4 0 � i W1 2 40 � � _ _ � � , � '"' , £n�' Pi � � � � ffl -r'; ; � i I � _ � � F � wt2x2z _ � � i� � � �- � ' i ' X �11'S'-1 1/4"3 � I � � O � i i 4" MIMINUM GON 2BTE TOPI�ING w y� i i � � ' , � C^ ` , , -� , � , , WITH #S AT 1!e" EAGH WAY ON 10 � � . N ' , I 1'_ " � F ��" i � P2EGAST HOLL W G02E SLAB � � � � � i 0 O L � N 3 2, RE: PL.AtJ A � i � , i BEAM � � � I W W 3 � ` � g7 FOR BPEELZOZAME WALL j� i i BEAM IN N ' ' ' N , I j � � i ; �I N STEP � i � N � � vi ii _ �� i i � � I i v I i i _ — - - - - - - - - - - - - - - - - E �t � � � � � , , w , „ � �- � s-r a- �- , � _ � � _ Z -- --- I i I GO I ,. '� � flS'_8" 11S'_8" � i tiS 8 i i TS 4X4X1/4 116 8 � � � � � :.: � l � � � � STL� GOLUMN i I N �� i ' --- -� ? � 3 '�' EOGE OF SLA6 i i i i TYPIGAL � � , � , ,,. X� � r !� a W12X14 F118'-9 1/2'� �� W12X14 �118'-'� 1/2'� � ' W12X14 F118'-3 /2'� �� W12X14 �118-� I/2"� i i W12X14 �fl8'-3 1/2'� 0 ' W12X14 �118'-'3 1/2'� � N ^. 108'-10 � � � � ' i WI2X14 F118'-3 V2'� � � � - - - I - 3 � ` : , - i - —� - - - , ° ,., - wlax'SS d- F wlax ; i � wtax4o i i wlax'�s ;. - - - - ; � � � � �� � � � �� , � 6ELOW FflS�_4��� �' F BELOW F115 il 9 4'¢ .4 j( � BELOW 11S -4 � � � � BELOW �115 -4 � � � , ,. , I � � �------- ----J �� � _� �. , � 3 . �K ' � � i - � � ; 6 � � ' ' , �� ° , L—._- - -- -- — ..I.T ----� L -- � � � +� �+�W12 22 S � � �2�/4 �B i i S8 a � S7 C , " p �- I TING DEGK 6ELOW ISSUED FOR: `0' '�' (J PLACES � i � i i 'I' C� I� ' I � � I X 'y 'I�� � i � Z � � � 'y �'i j, f No. DATE COMMENT I � � _ ; I � R i i {V � (J i i � A W�ZX�`} J JOINT IN HOLLOW CORE 03-OS-96 FOR PERMIT W12X14 12X1 ENT W12X14 �} W12X14 113'-10"{ ■ � ' �-�-- .— �_—,I 3 � ` _ � � ;:; �: � � i� � � � ' a,rn �c� oF Ews�r� oecK e� , � � _ � � �fl4'-10"f� � �114'-10� d. •t Efl3'-1'{ � 12Xt B NT � � , � � h rP �; u � \ 07-10-96 � I � - � � ', a 2 CONGRETB TOPPING WITH 10-09-86 FOR PRICING � � I I I �r�. (l f�'_1"� �, � � � � � � � I I � I * '�'* Yt� x � v� II �X H OLL O W G 0 2 E 9 L A 6 ON Jl O1 -24-97 ��� -� SLOPING 2E: ARGH '� 01 -28-97 � � ' � I W12X1 B T W1 X W12X14 jQ ,�Q ' � < < s � � ( � k N X �C � � y : I 02-07-97 BID SET � i _._ ....� � P2EGA T SLPPLIE2 � J � � � a , ,, ,� PROVID GONNEGTION �j � „ ' � � , , G 04-15-97 REVISION ONE �� �--- --' F02 S�EEL BEAM - � ' � X � `;' . ', . (TYPIGAL). � 4 . i i i i , i � .i -.. ._- , . ' I � i i 11 :r�� � . : , __ , ; -_._. . . . __, 3 1.__. _ 58 / 109 - �� � -- --_�' _ � FIELD VE21FY � I ( '."------ -- � -- - - � . ST ^`# ' W10 EX�STING �ECK ^ I�� EXISTNG , I � ' ----- -�. , I �� � - 7 �' '' � .. ;- "` - - o GOL. � n ,;i' � � v I �.. BULDNG j _ _ ._.� ,� -_�.. . � �.� � �, � � S8 � � - W12X2G - - �109'-1"� - _ +, f , U7) W12X1G �106'- 3 � � ' EN Z��_q�� � ���_3�� ���_,�� ������� ���_,��� ����3�� ���_p� W10X12 2 � � ' , 4" X NOTE: OUC) NDIGATES �.l�HER C17) W12X16 £10G'- ,� CI7) I.J12X1G �iOro'- ,T'� � � �. � � � � � � � 3 OF 3/4' � X 3' FEADED ANCHOR � T - STLIDS DIST20UTED EQUALLY �� ' / , `.� . i22,_O„ a.eour r� �s ���rH. �, to��-n �, IJ , , � � ' I � p�> w�zxi� ��o��-�r�3 9 � U�> w�zxi6 Fio� , �^;/ j ! �� 2 � \ 3 4 5 6 7 8 � ,, ! . � � � i ,, •. �; ' --- . . , , , , \ - ..._-- ---- _....... —. -- ( . � � —'A t�EGHANCAL 'HOUSEKEEPNG'� / - --- - - _�� � � -- -.. .. . . - 4" DEGK ON 2" - 22 GAGE r ' � � o RE: NEGHAI.�GAL GOMPOSITE METAL DEGK � ,,,,, �ARCHITEGT �, � LJITH leXro W2.1 X W2.1 W.W.F. U WI2Xiro �IOG'-4r`!"� ,; ' U�> wi2xi� F�o6,-�"� � � % 9 METAL DEGK SHALL BE NJSTALLED � � ! � TO SPAN A MINIMUM OF ('.�)-BAYS � � � X � / EFFEGTNE MIhNMUM DEGK PROPE2TIES �� ! � � � �� j/ SHALL 6E: j�iry / o � // � �P � �.��Z �II = O.j29 ��7� W�ZX��o 2�D���T�1 �� W�ZX��O C���O�'� / S / / � � � Sp = 0274 Sn = 0227 / j _ f.. j, � / ��_ LEVEL TWO FRAMING PLAN `l � }�.� T W O � � A I II � I � � � A � I PROJECT No. DATE ��8,� m ��,�� 2295 03 — OS - 96 � � DRAWN BY CNECKED BY � MSH SMW N W � SHEET No. p � � Nn O mN I �i$ i oF — � Wo. f ' � i � I � dJ I ^ � I i V � � � ; _ J =� �_� - 'L N a�0 I 1 � j� �'' - - - � � O � O�f I � - --- - _= - '��\\ 1`IOTES= " W � o 0 -� � � ° �� ��\ 1. TOp OF STRUCTU2AL CONG2ETE TOPPING ELEVATION = 1ZS'-9" UNLESS NOTED v ' ~ � o^i v^i � - - �-J I � \ ��.. \ /� OTHER WISE 6Y � W Z � •�• v � i � \� '"� o� I `2� � , �� 2- F � INDIGATES TOP OF STEEL ELEVATION. � �i I � � 9. ALL STEEL GOLUMNS SHALL BE TS 4X4X3/8 U.O.N. Q x � � a 'i % 4 ROOF DECK IS TO BE I 1/2" - 22 GAGE 1NTE2MEDIATE RIB TYpE. U � � � ' _ ��` S ° { ' INDIGATES DEGK. ALL 9TEEL FRP.MEO OECKS SHALL BB 4 1/2" O, A � i i I , , ! �\ i;. , , ; OEEf' WITH 2° 20 GAGE �EGK. V I O Z Z � o � �;� G. ALL PREGAST GORE WALL PANELS SHALL BE 2EIt.�ORGED WITH (2)-#6 y I _ _ � � f_ � - , ���\ AT EAGH END (G02NE�2), #B AT 1'-O" VE2TIGAL. � � AT 1'-4" HORlZONTAL. Q a Z Z , �_-- .- -._ --.. ----_. . .� I � o •�`�, 7. P2EGAST WALL PANELS (OTHER THP.N CORES) SHALL BE 2EII.FORGED � � � � � ! _ � WITH (2)-eM6 VE2TIGAL EAGH END IN ADDITION TO NORMAL WALL REIhFORGEMENT. Q Z O W W i � ..._� il.:. Z ^ J Z Z �, 8. STEEL SUPPLIER SHALL REVIEW P2EGAST SHOP DRAWINGS AND EXISTINCa Z Z v V W U t,�,,� � ; ' \. CONDITIONS P2102 TO P2EI'ARATION OF STEEL SHOP 02AWINGS. 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ISSUED FOR: _.-....__ I -�, u rr--,-� `, . i � i ,� ' � I � I ' ' I� � ' ' ' � No. DATE COMMENT � , �' � � I '' � 3,-3, 3 3 , �'-4" , 9'-7 1/2° , 9'-G 1/2" g'_4" , 4'-I 1/2" , 03-OS-96 FOR PERMIT - 07- f0-96 10-09-96 FOR PRICING 'II 01 -24-97 - � � � � � � � 01 -28 97 , I � , . � II� i ; i 02-07-97 BID SET I i , i F 02-07-97 BID SET II ; G 04- 15-97 REVISION ONE � 5���° I � ��-3 i i i i i i i I � `,,. � � ROOF I� ' � � -_. .� � � � � � � � _. - t�8 -- - �--- - ---- W8X16 W8XI6 " W8X1S ;� p ._-..._. ..-.._ __ � Z��_q�� ���_3�� ���_3�� ���_��� 16�_��� ���_3�� 17�_��� W8X1S � WBXiS � � � � � � � � ! � 122'_O" I W8X1S ' '^ p i � ' ' —� - waxi 2 3 4 5 6 7 8 ; . `� waxis �^ II �, - - �� � � ! 3 w v �wax� ^ � wax�s� � o � n W �r wax� s�o �� ; `'` � waxis _ _. 5��; W waxis w wax� w� wax�s w wax�s � . � LEVEL THREE FRAMING PLAN 1..._ � V � 1_.. T �--I i� � � � � A M I 1`I C � � A � I PROJECT No. DATE ��8�� s i���� 2295 03 - 05 - 96 � DRAWN BY CHECKED BY � MSH SMW N W NN / NEET No. N S3 p �� a a'=Q oF �W�` _ U ^a ^a Z � � � � 1�IOTESs � � o', „�, °� , A � 1. TOf' OF ST2LIGTURAL TOppING ELEVATION = i'�5'-7" L'NLESS NOTEO v + ~ � o 0 OTHERWISE BY � W ? o v v 2. I � INOIGATES TOP OF STEEL ELEVATION. � � �. GOLUMNS THIS PLP.N LP Oh�Y UNLESS NOTED OTHERWISE. Q Q 4. ALL INTE2102 STEEL GOLUMNS SHALL BE TS 4X4X'�/8 UNLESS NOTED OTHERWISE. O �'' • n S. ALL PREGAST G02E WALL PA�LS SHAL_l_ BE REI�02CED WITH (2)-#� N N CU U AT EACH ENp (GORNER), #9 AT P-d' VERTICAL, 4 �S AT 1'-4" H021ZONTAL. ' A o Z Z G. PI2EGAST WALL PANELS (OTHE2 THAN GORES) SHALL BE 2EIf�012GE0 v + � WITH (2)-#� VERTIGAL EAGH END IN AD�ITION TO N012MAL WALL REIhFORGEMENT. a � A Z Z � z 7. FOR THE LOW 200F AI2EAS THIS PLAN SHALL BE 10° 14 GP.. WITH THE FOLLOWING Z n Z Z SEGTION PROPERTIES. MINIMUM FLANGE WIDTH = 2" 0 � J � J A = 0.997 �h � Z `� UZ aZ S X = 1.898 in '� a g Z W U W i X = 12.14 in `} a Q � � � O V W W Z N Wo � o �p � T� W >- � � 1 . 4 . 5 3 4 5 6 7 8 9 W • -$ ^ n2�-G° � � o rn o � � 21�_q�� � g'_�Q" � IG�_3�� � i��_��� � 16'-3" � 1G._3�� � 17�_��� � 12'-2 I/2" � A/ V m �..r_ w � > � � � 4 `--' � Lj i i i i i i i i V ^ Z i �.1� O1 I � W ~ x W � U °D � , � � , � � , � N o z I - =1 \ _ � a � � � � , . o . ' 6�_O vZ�� ' S�_O „Z° ' ' ' � ' 2 �,2" 7 ° _ ' ' Z 2'-S I/2" - � N nl �1 a Z I4�_��� 4�_��� ��_q�� ,��_q�� 4�_7�� S�_ 8'-7' I � Q t —7�L � W � � � � & � , � , , , , , ' , " , , , , � � 4 1/2" DEEP WITH - 22 GA. METAL � � � D CK ANO roXro .1 W2.1 W.W.F. I V N � ---T- - - - r - - - Q - - - - � � � > 'i,:. � `----. _ ., .. 9 2 1/2" DE ITH 1" - 22 GA. METAL + SEAL � , � 23 � _._- .. .__....._ i DEGK AN �o � !o W2.1 X W2.1 W.W.F. � i i y � q SIM. N � � �DOWN L1� ,.,t �� � I '� —,. � vl" \ '� ,' u��n����� r_ � �� loX20 WITN ONLY � i i , r-�, _... _ . � _ ____ . DOWN _.--, -_. � X�/ , i � :r ' 4X4X3/8 KIGKE2 _ I -' O `� � • • IS � 'f'O`���,.�4: EDGE OF I N •� F • S�� � I I �1 �' v .� 4 Y . ��;� YVd��� y � � �� � � DOWN - - - WK1 i i ti{ i �'i t rcn p� : 7a" � k . t . ' u u �,Frns N � W���} ' ' ' N B •� —��— . - Ll _ � i � — � � � ONl_ � - Y a . � � , . B 1 � N 12X4 N p 7' P2EGAST WR.LL • � •: . , � � ED�E OF OI � ' I i \ £ 5' r � � ll' `. , ., - - - - 4 � ` ; ; • < ;' � - ; `' "� � SL I B � � I � � N � DOWN � ��Wirnt28g' , O '•:,;T� °i. : • ', ' . . i � � TYP. I - - - iv ' .,, r ����=�;r � �'� I F I i N 8 � , � �� i � ��nni �n�� , ' ,P � A O S F- ` Wax¢ Wio,ctz t., N il N � I % !� � ,� I 22 I W �; • ,� i ; � � ttie'-� �/a4 g t �A � � II h � � � / � u ' � � ( i�1 � S8 � i � I , � I � �j 2 1/2" C NG2ETE ` . I _ r �OSILIGHT GAG � MEGHANIGAL LXJITS THIS LEVEL SHAL�.. BE SLPPORTED � S8 � /, � ^ � T B � _ _ _ _ _ _ _ B � I I Jp,GEN�{ �j E � . WITH (2)-G", 18 GAGE JOISTS AT 1'-d . JOISTS SHALL c~ I I _ EDGE OF � X� ,' 3 ^ TOppING D 3w � r- I O - _ J O _ f — ' . � '� H, JOISTS AT ' 9 -�° - N SPAN LESS THAN 10'-O", AND BEA2ING SNALL ALIGN WITH �- � � � r � � � � \ ` � MAX. 2E: NOTE 7 � VERTICAL �", 18 GAGE VERTICAL STUOS OF STUD WALL BELOW. SLAB �9 �1 I � 9ATI2 E: ARG u I ` ^ ', l '' .-� � � N ' � `,_.... . � _ _ _ � 2Ec MEGHADN G AL ANOT ARGN EGTLJ2 L P AN Z F02�LOCATIO�SSTS. � - � _::_ . .--- �--::_' .—i � � � .. � i��.. �' }I �_'�'�3 � I , i � d:_.-- � �'---- ' -'� 3 �� • � _:� � ,� '�. � W X � 6 N MINIMUM JOIST FLP.NGE WIDTH 2". `--- ' : .: � .. . I . i ��=z, � i --c•� . li "' ' � � ' .;.. . .� � ' . . , . #. . �_- -.:.� S8 . � S7 . _..... i i � � �. ,., . . , �-� � � I �I�=—, -- , I � � N l''> �\ _ � Smin = 0.77in3 4 � I.J10 2 - - ,- � " � 18 \ I #6 G2ADE GO I I I ^ N - Imin - 2.G0 �n ,�'�� ,'' yr�� �� , WELDE� 1'—d' TO �' . i i �� \ N � i '' , y �, S7 _ � I EAGH �EAM TYP.; " OPEN --� � - O \ 1 I i r ` l� 8 N i OPEN � � � / �p o �— 2'-S /2" N DOI�NV /� , �(1 _ X4XI/4 i - �; � 8'-7" � i S� � _ - � � O Y u (2)-fl CES � , � '. � - � ! .. � � E ���I , � I � � 5 � , � � N L , N � � �_� � �� _.. � ; J� - � . _ . „ ., , . i w,�X --- ------- . ._J . . . . . . . -- --- . _ .-.. . . . . . . . , . . X � _ _ - -r - - � - - - , � C2)-ANGLES � � � 2)-ANGLES � � � 2)-ANGLES � �' `v _ C 22 � � �p ` � S7 r �" 8XloXl 8X(Xj�GLESX I 10 8XG�1 �1'�4'-S" � �'� -T 8X�X1 �� .. . _...—_ �l� • � ,�j J� � � AN 57 BEARrIG', ELEV .� N - - - � �"� � � �%� 'l�/ ^µ OI'ENIN�'i.2AT I ---- �1 I , � � L� I '� � - � � � � � - - - - - D Q Q __ r _ , �2'-O" X '-O" � r -....— � _ i - _ p I I � � -�Q ' Q '' % /� 1�G �O' il i1i ' i i 3 � `--!' �, �\ �8 � i � i � Z � � $ � �� ;� � � � _��• � �� I � DOWN � � � 2EC q�' WOW G02ESj�6 � S7 W X87 '_ " � S7 W x - � �I � �E�PL�P.TE WITH �- I I LP ANq W O � , " � � �'ti � ~— S10 �� � I ,� GOLUMN ` � O O � � z'_�" ', 1z o� � ly ' J � L X y ' , � i' .,—, -- -- �-- — -, ` � y: . ��'��-'��"� -- ' �'- 1'j Cl2X20.7 BENT V V 22 i. X �` 'k:J12X9Gir;' I S7 i � -, , _ � � I v STLB � \ � � ;' �owN j £��s'-s�4 � - - � Z,_�,� � - - - — � + ^ J ; ONLY i ; � �� �-- - - ,, , , � � , �� � i '� � � 0 a , - , � I GOLUMN / CIOX1 II , l� s�^ � i i 81 � � I I � I Q I F � t/+h� � N � / � ' X � ii � ii B , � � 1� ,O j� � �� V � I �� / � 3 1/2 i � � � FLOOR G ' / � � � i i + � �i \ I ! I �r1 �r1 R1 i � � `� C� \ 'I' �/ '! ! , 3 '� F � ,. ' � � � , `� i m I _ j , � ,. . � , ; � Q � I I LZ . i J` Q 1 I� p . A' a' I � 13 O'� Z _ �� � � � � ' � N I � „ / iv 5�_���� Z�_��� � � G � ! / ,,� I ., a �L \ �� , � � � F ^ � � cv �2x2 _ w� �s E� �_,��,� ,�� �c�E � �� .I 7 T > , ;- . i7 �.._ n n T'. ._. . .,. . _ n C r u � ' ' ' ' ' ' _ .• _ , ' ' _ - ... " � " ':.' �. ' . .� .: '+: _ �i � _ i _.— 7 '� '�'-z /z s ` ,� J , ^ 9'-z ,/2" � E � ` ! i I ^ , ; �' '' � _ ,. , - r �� ��„I L_:. : -.� i � :, � .. ..:: � � ,n ' / . •,r _ ib �—� .`- ----- -.- - — —-�AI j N - " --- -. .._—. .._� ���. �� :;' _ ��6t_ik� ��--' - � —,I , --=. ...— . . �� -- ��. _. ...---... —..... . ' - — � ::' . L � _..'_-f'7Y)GiRt._ I� � ONLY � ' �S7 '; ' ' � W6X20 WITH ' ONLY ' W6X?lJ �c3/-a--x.icv �e - - - - F I - - - - � Si0 �DECK AND �X� 6 �2.1 X W2.1�W.W F.AL OEGK AND XG W2.1 X W2.�1 � W W F���— - - � - I i I I � , � � g � Y� i i i S1 S7 Q , ISSUED iOR: I �� No. DATE COMMENT , , , � � � � 03-OS-96 FOR PERMIT � I 07-10-96 10-09-96 FOR PRICING 01 -24-97 , , , , , , , 01 -28-97 � 02-07-97 BID SET F 02- 17-97 BID SET G 04-15-97 REVISION ONE � � � � � � � � I , � � � i i � � Z'J�_q�� ���_3 � ���_,��� ���_3�� ���_3,� ���_3�� ���_��� . . i � � � � � i � 122'-O" 1 2 3 4 5 6 7 8 LEVEL FOUR FRAMING PLAN 1� � V � 1� � O U i� � � A M I 1`I � � � A I I PROJECT No. DATE ��8�� = i�� 2295 03 - 05 - 96 � DRAWN BY CHECKED BY N MSH SMW H W / N N HE o. n qw mh 3j� OF - I WO< � � � U � � Z � o � � � O � v � � � a+ oe � �.' a� y � �, o 0 W Z ^ � v Q �� U � O ' � N o Z Z H � a °' � � Z Z � � � ROOF PRAMIi`I6 1`IOTES= � Z o W W Z ` Q � J � t. 200F DEGK SHALL 6E 1 1/2" - 2Z GA. INTE2MEDIATE 2� TYPE. � � Z W U w 2. 200F SL4'P02T COLUMNS SHALL 6E TS 4X4XS/1�o d = W V W �. FXXX'-X"; INDIGATES YOP OF STEEL ELEVATION. VE21FY � N w O �','' O ALL TOP OF BEAM ELEVATIONS WITH A2GH. co � r W �' .- 4. ROOF JOIST AND OUT21GGE2 SPACiNG raHALL WOT EXGEED '�'-G". � op � . 4 . 5 3 4 5 6 7 $ 9 S. ALL 200F JOISTS SHOWN ON THIS PLAN SHALL BE (2)-12", 12 GAGE � � � n 112�-��� BAGK TO OACK FASTEhED WITH (2)-SG2EWS AT 1'-O". � � , Z��_q^ , g'_�D" � iG'-3" � 1G'_�° � ��'_�" � ��'_j^ � ��'-p" � 12'-2 1/2" �• EACH MEMBE2 OF THE 6AGK TO BACK JOISTS SHALL HAVE 12" WE6 0 � , HEIGHTS AND A MINIMUM FLANGE WI�TH OF 2 . � V � 7. EAGH MEMEBE2 OF YNE 6AGK TO 6AGK JOISTS SHALL HAVE A MINIMUM W c O EPFECTIVE PROF'ERTIES Smin = k.'�9 Irtdn = 29.11 = Q v 8. ALL 200F OL1T21GGE2S SHALL BE (2)-�", 12 GAGE G-SEGTIONS � � � , , , BAGK TO 6ACK FAraTENE� WITH (2)-SGREWS AT 1'-O". V n Z � 9. EP.GH MEMBE2 OF THE BACK TO BAGK OLrfRIGGERS SHAI�L HAVE W � H l I I MINIMLIM EFFEGTIVE PROPE2TIES Smin = Imin W � '- w 10. NO LOA09 MAY BE PLAGED ON SLOTTED METAL DEGK UNTIL = a W ALL OUTRIGGE2 AND METAL DEGK GONNECTIONS HAVE B�EN MADE. (� m � , , , � , , � � NQa Z C6X2S BEN � W � � I G.i i i i i i i Z I � I = a � i i " ;;.. , t2 , � , , J = Z � � � �'�'., W6X2S G�lE T gg ,��. S8 U v~i � '^ 6 S ' _ � � W6 WroX2S 12X1 � }147'� 5/8'� W�fH TS 4X4X1/4 KICKER A � NT C YP��,AL 4 PLAGES) N SEAL � nne i i � ��� � s� ���4 ��, �� 1 T! ��'��Y`��i � . . . . � � � �� I , Wt 1 W{2X14 X� j� � : N 0 ;� � � 12X1 � }{4 W12Xt4 _ �� - '; . � � �. � � xi � wi�u ,d - x � '�, 3 � � 3 � �* : : �— - - - - � - - - � - ^ . BENT ,,n ; � - - - '". w�x2 w�2xi4 ' . 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( U° �YOLUMN �1132 J�I 11 S9 w � y 1'-2" X I'-2" CO G2ETE PILASTER `n � F- Q'� W F- ^ � WITH � (4�-#5 VE TIGAL - #3 TIES � U3m: S9 = x Z � AT t -O ANO O-+*'� A�DITIONAL V p� � AT TOP � 1'-G" X I'-d' GONTINUOLIS FOOTING � � � Q O� Z r ` - - - - ` , WITH C2)-#S LONG. CTl'i'IGAL). 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',. � _ �. - � , ,.; r� . .^ :, � � � TYPIGAL � � ` I � I WaX18 �;, ;;A, ;� � --- � I - - �" - �f-- � i � I A' �� /�' . 9 , a , I , I r� ' , S9 � I � - - � � , ; ' � `J' W10X17 I ' ' F1 I ' I F1 � i ; ' �' ',f � t9 6 � � � � � WALL STEP '''4, � ' i(1 S9 S9x i `� I ' I ,,�-, I '� � ' I N � � I � , � � U� ; W10XI2 ' � � i � �, � '�y +2(0 I � _ � � _ � � � � � � � ' ' � � ^ • � � �� �� .. � � I I � � X � . � X Sq � � I `� I I _ I _ ' � p � �' ` w�ox�2 X 3 � + 4" SLAO-ON-GRADE ' I I - - - - X H s � /� � WITH 6XG WI.4 X WI.4 WJ.JP. � r � �ju � � . � '. , c I N � 4 �` I ON 6' GRAVEL BASE I I ; ' ,� � �(1 j( 3 S9 � � � - � � _ �O ; � - � sW� S � I ' I � �, i F3 ; f l r . . N WIOX12 X 3 j S9 I � i � ` � ; �' ,s , � N Q �P � � � �' � ��� � � � �� � :� � � � 3 � �� � � Q - - � � ' I I8� „�� �'� _� I wax�a ' � � 3 w�ox�o _ . � � � ' , �� ' fk N j '.� . � � Q I I ^ � 1/�v : r ;< ' j( �128N0"� 21DGE � i � � � . r, � , � , � � � � I I � n ,��(� \ � ;, ' SLOPE — � � � W O I � � �; � .�i + I )�' F 3 X W 3 W J � � , � i � i " ,,`� � ` w�ox�z 3 N � '` ^ O O � � _ � i � - � � � g � `� � V 1 1 . 3 N I � � � X ._ (� Q � r � � � j � , � � - � - - - - - � . , , �3 , w�ox�2 3 X � J I �' X " a 4 li i i � , � i �� � 3 O � > I I , I � L I I _ J F3 , � +`'g (� � , � 112� -1" � , � �; I O `.` F � WtOXt2 � � I ,� � N , , , W � ' � J � W W � � i WALL STEP � � ' l SLOPE � � I � � � I. � � . f, r W I ; � , _ � � ' r - - � ,; � I ;; W10X17 I � � - �-- - - - - W8X18 ' ' ' a F , I � � - - - I ( I �125'-4 1/� � i' i I i � L _ _ _ _ J I i _ _'� � � I � F1 F � ii , 'f ' ' WiDX22 I � . —_ I Sq ' : J ' � ± '� MC10X26 � � BOTTOM OF ,'� ' , . F- j X � � I C3)-s5 X '�'-O" EACH WP.Y �, WALL STEP � � , , ; . � W 3 � � BOTTOM ADDITIONA � �q �`" ` �' r : . J( � FOOTING 2EIrFORGE�E T � ^`f • � r °�� GENTE2ED UNDER P�A TEI2 � �''«+'. "� � F127'-G°� ' � W10X17 N I 3,_0�� F�OS��� X '% , 3 t � 3 X � ISSUED FOR: 7W ✓ v> . `� � s 108 -8 � ^'� � 'T MC10X2S� No. DATE COMMENT � j CS)-#5 X 5'-O° EAGH WAY I � { s I - - - - - � � . �� `. , � BOTTOM ADDI IONAL , � � � 06-18-98 PRICING FOOTING 2EI ORCEMENT ' '"� � ; � ' ' ; W���2 � .;, i l 06-09-96 BID SET I _ _ GENTE2ED UN ER PILASTE2 (q7'�") ;� I = ? �' � r - - - - - - - - - - - - - - - - - - - - - � - � - - - - - - - - � ; , ; WIOX17 ^ 10-09-86 FORPRICING �s, ., ' i i _ � _ � _ _ � _ 7 ' '- � 1 4 0 9-1 1 -9 6 A S I 1 4 , j �, ' ! � 20 09-19-98 ASI 20 I I I S9 i— " - ,' � ; I I I Cns�_e"] � ,, ;: ' `� x�� 2� o9-ta-ae �si zt - - - +----- - ' , , - -^--,.-•- . � - - - - - - - L �! 01 -28-97 , ,, ' I I I � ' --- 2E: SHEET S1 FOR I � I I ' � � -- - ' 02-07-97 BID SEf � �� � + ; ', � lNTE2NATIONAL ; F 02-17-97 BID SET I -2 X t -2 GONG2ETE PILA5TE2 � BOTT OF WITH (4 -#5 VER'fIGAL - �'.� TIES � F20ST ALL ,�.� WING FOLINDAT�ON � � �i G 04-15-97 REVISION ONE AT 1'-O�' AND (4)-�'.+ TIES ADDITIONAL � � � = 108'-8 p. � � I TS SX6XS/1G AT TOP (TYPICP,L '� PLAGES) I I "i v1 N (BOTTOM OF PLP,STER = 47'-O") � _ _ _ _ _ _ _ � GOLUMN WITH 1' ' , �'i - . , - --r---- � 'Q i � �BASE PLP.E . WITH I � C11S'-8"] I 80LTS � ANGHOR � _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ r _ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ — _ _ _. _ _ _ _ _ _ _ _ 10 � � S9 � _ � S9 � � � � i . I ISOLATION � I � JOINT FULL ( I WALL HEIGHT I � , � � i � 8'-9 1/2�� �4�_3�� S'-I 1/Z'� 2�-Z�� � i -- —.. __.J --- ---- --- 2 .--_ i� 00 � � � AMII`I � i� � Al`I � O U1`I D A T 101`I � �. A 1`I ------- � ROO� FRAMIi`I6 1`IOTES 1. ROOF DEGK SHALL BE 1 1/8" 48 OC PLYWOOD SHEATHING. �'OUT`IDATI01`I �IOT�S� 2. ROOF 6EAMS SHALL NOT EXCEED 3'-�" �AG�N�. ARLBERG GOi`IGRETE FOOTII`I6 SGI--IEDULE '�. ALL LIGHT GAGE STUO OUT2IGGERS SHALL HAVE 6" WE.6 HEIGHTS RESTAURANT I. DATUM ELEVATION 100'-O EQUALS AGTUAL ELEVATION 81ro4.'�' AND A MINIMIJM FLANGE WIDTH OF 2". � MARK FOOTING SIZE RElNFORCEMENT 2. [XXX'-X] INDlCATES TOP OF FOUNDA'TION WALL ELEVATION. 4. 16 GAGE OUT21GGE2S SHALL HAVE EFFECTIVE P20PERTIES MIN GENERAL SrtYn = I.00�n '� Imn � 3.�1 tn 4 , 's. (XXX'-X) INDIGATES TOP OF FOOTWG ELEVATION. NOTES F � 2'-G" X 2'-�0" X 1'-d' DEEP (9)-#S EAGH WAY S. ROOF SIPPORT GOLUMNS SHALL BE TS 4X4XS/16 UNLESS NOTED OTHERWISE. SOILS REP02T. G. E � �NpIGATES TOP OF STEEL ELEVATION. VE2FY ALL TOP 4. GONT2AGT02 SHALL FOLLO ALL REQ EMENTS LIS ED F2 's'-O" X 'S'-d' X 1'-O" DEEP (�)-#$ EAGH WAY OF 6EAM ELEVATIONS WITH ARGH. 5� �WALL A�T2 HIGH SIDE OFG AL�L W�ALL�STEAPS HIGHER THANHT 7. ' �' �-•F r- INDIGATES DEGK. ALL STEEL FRAMED OEGKS SHALL BE 4 1/2" 4'-O IN ADDITION TO WALL REIt�02GEMENT SHOWN OTHERWISE. DEEI' WITH 2". 2A GAGE OEGK Irt�n. = O.'�41 In`}/FT, eMIN = 028� IN �/FT. PROJECT No. DATE F3 4'-d' X 4'-O" X 1'-d' DEEP (4)-#S EAGH WAY 2295 06 - � 8 - 96 <c. FLOOR ELEVATIONS SHOWN A2E AT TOP OF SLAB 02 TOP OF PLYWOOD FLOOR 9HEATHING. DRAWN BY CNECKED 8Y F4 4'-G" X 4'-<0" X 1'-O" DEEP (S)-+«S EAGH WAY n �� pUE TO� SOILVGON�OITIONS VE21FY GHANGES WITH 9TRUGTU2ALTEN�Ir.EiEER WEReO AVN SMW p � �n SHEET No. p S6 �� s� oF — � � _o° • o� o� ii ' ; U N o � I � TUBE STEEL � � AT 2'-O" X � � i b ' � Z � o � � RE�h�02GEMENT � � COLUMN 2E: PLAN L6X2X12 GAGE X 10" RE: pLAN N / • y • • � O � � '� 2 E: P L A N W E L O T O W E 6 O F 2E; PLAN P G 2 A S TI�S BY /.��' . �� ,A w W � O O I I STEEL BEAM AN� 3/'}'� '�/4° MANUFAGTU2E2 � � P2EGAST GOWMN V I F" I I 1/2" BASE PIrATE JOIST p2ECAST HOLLOW � � EMBE� PLATE BY GONG2ET� TOPPING �' � ' ' 2E. SGHE�ULE � p^ � � G02E SLAB WITH I I � p�N HR�G�AkST FABRICAT02 ' % ' W Z TOPPWG RE: PLAN � � • , ' C , , , = i" SHIM AND f�/' // • ~ � i � �r���������� r. . — � % / % � X I I ' I WELDEO WI2E FAB21G I #S AT 4 -O' AT o • GROUT � � Q I I I 2E:EPLAN AM RE: PLAN JOINT TYPIGAI� � pOa o: ° O' 0.0.; , l• I I 4 #7 AT 4'-d' X 9'-O" GRADE • /� ' � o o •Oo$ •• = II (2)-eeS GONTINUOUS 2E: PLAN / �' ,I JOIN7 O `( 60 WELDABLE - ISOLATION �������� � �i�__,.�_T_� � /. �I _ • , ,;, , CONG2ETE TOPPINCa ' / I I � )'/ O Z Z . . . . ..... .: ...�.. ::.: ��� ����r�W ��� �r��� � . . � .... ...� . . . , � • � ' � ���� , , . .. :. . :::: • RE: PLA1J ,. ' w „ .. ,.: .....�;, ... , . �� ' 2AVEL BA9E , ,; :: ., . _ � Z�� � � .. 'I � � • , V I � ' ' Z n . . � :' PREGAST WALL � `O �' _ �� � , ' i Q f9 � � i I i a � � . N . RE• P LA � • ' i R PLAN • E: Z W W �� �r � , ' �� � i ����� � I /� . I I x �I O W W ,�;iM1 ':.i;?i't,,'1'� ,�` � ' , T -6 � . ..:. ,:,;� r,: .,,,;., .. .. ......... . �. . . . . . . ; . ..:;::vr:.. :..::.::.:. �.:.�::.,n... , . . ...,.;..,� : �.^..�. �. :... � � :.. .......:. ... . .... . ,,. � ::.x:,:' ' .,.....� ... ... � � , , • . . ' I I HOOK TE �+S AT 1 -G • • _ v _ _ - , AL.TERNA � � � �� , .' Do po° P • o . ' . o . op.0oo ..°' Z Z � V � V Z GONTftAGTOR TO 1/8" TYPIGAL � ' � • ' �::'::�< ,., RE��PINJRLIN I I ' W = . W _� , , a � 6LOGK VOID AND O ( �' � /� , 1/4" BENT PLATE � • � ' . � . I I � 2W '- W POUR CONCRETE �?Kii: �' GONTINUOUS REz PLAN � . • . ' . .. , � ' � N � O W � SOLID A20UND OEAM / ��/ � . ' P 2 E C A ST H O L L OW = . , � � O V � W � S T E E L 6 E P.M � /, . ; • . e � . G02E SLAB WITH G R O U T S O L I O � . � Z � i /, ,. ��, , T O P P I N G R E: P L A N U � � 2E: PLAN / /: ' ; ' • ' . `� . ' . ' . �• . ' ' • � • ' • 2E: PLAN � � � / •i . � ' � � IIII �-� . 111= • o ... . . . . • • r . . _ • ' . . n • � / � . . i ' W c . � O � .i: , , �' � REEPLAN AM OOUBL_E ANGLE • o[ _ _ � I � � G T � O N 2 � 4 % j ; % /j, � • . . ..� =II{ IIII RE: FOOTING SGHEOULE =III II�I � � - � 2E: PLAN _I ' • �/a�° = r-o j� :j� i�� : :.:. ::. :::.:.. , " : :. ,: , IIII III �— _ (�)-#s cor�riNUOUS � W � v � . � � �.`,.�,.•, �, . , .�.:. ;, r::•�„`: �' J � �/ I I0 � � O °III IIII =111 IIII S � GTIOI� 1 � a ^ �� ,/ /�� � , . :, . , . �,:. ,, . , . . • � ' �; .�� , ✓ � �.����.r �� � '�/4" = 1'^� _ / / i 't , ,, T' , d' 2E: PLAN / i i , � P2�GAST HOLLOW � � � �. . � ✓ ' 3/k = i -O ~ ^ Z � � TOPPWU REI�.FORGM�NT � � � � / GORE SLAB WITH RE: PLAN i - , � /. / TOPPING 2E: PLAN � G" � SLAB-ON-G2ADE (� � � GONGRETE TOE'PING ✓ ' � . . � �, , � QE: PLAN W � � . • i` • / %' i' GONTRACT02 BLOGK C.� N � y RE: PLAN � AND FILL WITH GONCQETE ✓ � G T I O I I � I I � � _ � Z . � tl s JOINT . , I I .� ' • • d m EI`�ED PLATE BY � O N �/4 � -� ISOLATION JOINT 150LATION � � U � C.� � ^ �"�-T- N 4 � Z P2EGAST MANL1�AGYU2E2 �./ � T I I � 14 �� , • ° I I � o, o° po 0 0 0 • W L 8X6X1/2 X �j�,y� s p_p #S REIPFORGING BA2-GROUT �3 GONTIh0.JOUS INTO EAGH JOINT AT �.AGH �R�UT ' • , o i i °, • o�o°a� 'o ;oo. � W EXISTING WALL INTERI02 P EA21NG WALL. SLAB-ON-GRADE �XISTING , I I C,� . C� N P2EGAST HOLLOW � WALL I � III IIII RE: PLAN Z ✓ � G T I O � I 1 � GORE SLAB WITH QE: PLAN GONGRETE TOPPING I � Q Z ISOLATION JOINT TOPPING 2E: PLAN D2AIN 2�: � a 3/4" s P-O A2GHITEGT I I W I �r�.r�A���� � .� . � . . J � Z � �� � . . � ��������� yY��r��T� � � r • o C ��)�#S TOP AI� . > • EXISTNG l�.IALL o o :O . o o '• Oo 0 o°P • 60TTOM CONT. • ' � ' U H � a ���� ��������.��� ��..������r. , 'r ANO FOO7NG . O . O oao .°�e ° O'po$;°�: �y � 8 ' ' , • . . , � ' .• : . „_III R� �° �A 4;� �tt � ,a -°�� . , � O STEEL BFA , .� /� ��, • ! , ; i ti ' • � • • . N SEAL RE: PLAN 10° . ' EMB�O PLATE BY , � • ' . . � , ' � �� �n �bir����� PRECAST FA621GAT02 • ' • ' GOMIEGTIO H ° �k i ' ' ' ��. , • ' • HORIZONTAL � � ' ' , � . , . i . p` ' � $���t`r": BY PREGASTER P2EGAST BEAM ' 1)-� WELDABLE X #S AT 1'-O" , - : '•i '•y ��+j '�. 6EYON0 AT SIMILAR y� BEARING PAD BY �ETWEEN ALL HOLLOW • . , : , - � RE: PLAN r7 AT 4'-O" X 9'-O" GRADE �• G02E SLABS ANO W�LDED TO ' • . � � P2EGAST SLPPLIER � , VER c�aL� � . IIII ' ' PRECAST GOLLIrN AT� WELDABLE ' � STEEL BEAM, TYPIGA4 AT ALL P2ECAST HOLLOW . ' ; : SM�LAR RE: PLAN � / TO HOLOLOWCORE SPAN U�� GORE raLAB WITH ' -� = ,I, ` F �.h``, GONGRETE TOPPING • TOPPING RE: PLAN • • ' � r: ,`, ; �./ � V T IO I f � � _ /, STEEL BEAM � •� :O � , � �. . ' . �! ,,�'%r a l':U1.�.'i��••,. 12E: PLAN j REs PLP,N ���"�����"`��� '�/4' = 1'-0 2E: PLAN : � P2EGAST WALL ' 1 ' • o • ��_d� ` / 2E: PLAN ^ � �� S � GTI01`{ 15 S � GTIOI`I 11 . . `3'� �°�"�"�'� S � GTIO1`I 2 YOP AN� BOTTOM � � . . j 3/4" = 1'-O 3/4" = 1'-O LJhIDERPINti11NG �I '�/`} = 1�^0 #S X � MP.TCH BY SH021NCv 2E: PLAN ;�L� „ GONTRAGT02 2 -� (2)-+FS � VE2TIGAL REIP.FORGEMENT . � , S � GTIOI`I � � .iii! i , � � ' . � , ' � � / � ' � 'S/4" = 1'—O �� �� Z�—a� �j �� 'i� % /, �� � ;- " � P2EGAST WAI�L � �`� i w � � i / , � . � � � � % / j �: ./: , . 2E: PLP.N � #4 AT 4'-O X N G2AOE 40 � � ' � ,' � ; /: j j i' ' SPLICE SLEEVE INTE2MI'fANT � :�/r' � AS 2EQUI2ED yTUD WALL ' � � / �'�:'�� / '' • � L '�X'SX3/8 TOP ANO I / 2E: A2GHITEGT � �' �E pO,RNEMENT �� ' /� % /�� �• 60TTOM WITH 9/8" 2 ��Z�� � P2EGAST WALL , > � +eS AT 1'-G" V�RTICAL � ' ' j" /� � � . � STIFFENE2 AT DEGK , . RE: PLAN �� �� RE: PLAN INTE210R FAGE I • � /. /' � � BEAM WEB �/1G � ' � r� � � � � �/ ' +F4 X 4 -U' AT � GONG2ETE HOLLOW GORE � � �9 �' : ' ,:- , j S 1/Z' % ; � � / i ; SNOWMELT AT JOINT (TYPIGAL) '��'p�� (90' F20M SHOWN) � M8 AT ro VERTIGAL �� / , � �/ . RE: A2GH. I AT SIM. *6 �� � � P�N � Q � � EXTE210R FACE � �%j/� � - �E, P�N METAL DEG 2EIhFORGEMENT RE: PLAN , i WALLEAT SIMILA2 SEGTION � � J O � /� y RE: PLAN RE: PLAN GONG2ETE ' n- Q Q � HORIZONTAL ' / /�� :�!r/. / � RE: PLAN , ;I�, ''. Z / � REIhFpORGMENT � ' , � �• � � � EAGH FAGE �: ' , � � i . ..:. :.. . ...... , . % � "� / . % � j ,•, , � �.. .:..,::... . :'r.:o.::;..;.::z: . RE. PLAN _ . . � � �" y' i' ;' � ;� `,:c;,.; :,. ,s•,;.; :. .,;, :. .�: ln �zs�—o �/ ----�---+ --' ----'---^--- � /� ; , ' :. .;` O . ,� � � W � i� f � /'' � � � ' /� �������,r . � tjj SPLVGE SLEEVE RE: PLAN O F i '� %� o[ A� REQUIf2ED CAST-IN-I'LAGE WALL • . ' ! ^ � ,�� � � �� U �' � � , V / . :�;. `; Q i i. % _ � �• / `;;z ::;:�;';'.,',,;;,;,;,,;;;,;;, � � ,• /' � � � / ' �' / 0 i ::�' '�. . . i : ,:...., Q Q � .. • _ /� ,: . �. � �/' � � . O i � r. ��`•' o ' � -� P2EGAST HOLLOW J • p � � •: o � � �� • • "i � : . • Q TOPPEING RE PLIAN O � Q � . PRECAST HOLLOW � GORE gLP.O WITH ' � � � � EMBED PLATE BY I 1212 RE� PLAN EGK SRO�LIO AT ENO y � / 70PPING 2E: F'LAN � PREGAST MANLFAGYURER OF WALLS . L 8XloXi/2 X F I L L F�ST G O R,E 5 � G T I O 1`I � � GONTINUOUS STEEL BEAM � 3�4� a ,�_o W W E RE: PLAN G O N T R A G T 0 2 B L O G K P R E G A S T H O L L O W � 5 � G T I O 1`I 2 O AND POUR SOLIO P2EGAST WALL BEA2ING P AD � ' • ' CO2E SLA6 WITH 2'_p� �'-�" ,��8 WI7H GONCRETE �E; p�N / � TOPPNG RE: PLAN � � FULL MOMENT (TYPICAL) � 9/4" = 1'-D GONNECTION �,L,J 4 j t H41��2�8 X IT 0 P L A T� 8X1S � � ' s 4 A T 4'-O" X 2'-d' �II REE p L A A S N WALL Z STEEL 6EAM WITN 3/8' WIYH (2)-1 � EXPANSION � � G20LJ7 SOLID RE: PLAN Z 2X4 KEYWAY VERTIGAL STFFENE2S FULL ANGH029 AT 9" ON GENTER � ' I"� � � �� X F�1'TO" E H021Z0 INTAL ST�E�RS E�EDMENT ���M l �' %� r MASTIG02D BEA21NG SLA B O N G R A D E �� b #S AY 1 -O AT TOP ANO BO7TOM FLANGE % • PREGAST WALL PAD ON BEARING � � ' � I I 2E: PLAN � OF pEGK BEAM � 2E: PLAN r' / 5 � � � � O � � � ANGLE BY PRECA9T p �ASE PLATE � � TI�E STE�L � MANUFACTU2E2 �• % ' ' . ' � � � GOLUMN 2E: PLAN . ' /' ' � , I I CTYPICAL) �r�.����.t���� / r ��r����.�a.� •. . . . � � �/4" � �'_p , O o�p ; . o �. . o�o ,O,o ;Q Qoo�o ;•°� o RE: PLAN � � P�,2-rOGOLUMN S SOLID 2E: PLAN MET�'D�,�'+K °o '• . o • _ • •0 f �/ ^ - • � • - � ' S � GTION 12 - -� � � . A8 AT �o" #6 AT P-O" � � REIhFORGEMENT GONTINUOUS T�. : '�/4" = I'-O , � � RE: PLAN Z (TYPICAL) I I Q , , ,. / ION 6Y � No.ED FD TE COMMENT Z„ �° �° ��� z" RE: PLAN i ,. PCR GAST S � G T 10 N 25 . . � J ������������" 'TS 4X4X1/4 �S'FLJB ' � , MANLJFAGTU2E2 03-OS-96 I I ' � CpLtiJMA! WIT�1 FOR PERMIT I I : ,: , I/2XSX5' ' BfiSE PLATE • ' % 2EINF02CEMENT 's/8' = 1'-O l � ; • � • . W N � � fdE: PLAN 07-10-96 ':�, I I ;;;';;• � % � METAL DEGK #ro 2EIhF02GING BAR ' �/� $%." I I i:i'i . . ' ' O - • • • • OB-02-96 ;�:: ' : S � GT { Dl`I 8 : i o � r,;. .. • o �, . REs PLAN CaRA �DE GO WELDED . I I ; :; ; I I TO 1 EM6ED PLATE • • ~ � 7 �'� % ST�EL BEAM I I �9 U2 BA2S PER PLATE) 3/4" = 1'-O ' • • ` . ' ' , � . , ' ' � 10-09-96 FOR PRICING 1-!a • � : " !' . ' ' . .. 01 -24-97 ,.: : . • � . RE: PLAN � � - • • • L 4X4X�/8 KIGKE2 ' � I I �������� � � . . . . • . . . , . Z Ot -28-97 �r � . . . Q • • . • � . . , � 02-07-97 BIO SET 6EAM POGKET SIZE PLP,TE SI2� FL$.L MOMENT GONNEGTION • AT BEAM ANO AT GOLUMN � �y , � ' ' � . • . ° F 02-17-97 BIO SET W12X tro" X td' X T' �" X T' X 1" _ , • . • • . . ' • W18X 24" X 1'_2" X 7" 1'-o X T' X I i/2" � � • '' , ' . ' BEYOND � � ' � G 04-15-97 REVISION ONE pREGAST G'-O" X 2'_4" X 7" 2'-4" X 7" X 1 1/2" " '' ' j � 2Es 20/S7 PREGA9T HOLLOW I I 1/2 STIFFENE2 N ' G 0 2 E S L A� W I T H I I PLATE EAGH SIDE IIII . ' . III° TOF'PWCm 2E: PLAN � � � � AN A GONNECTION 7" pREGAST - _ I I TEEL BF�P.M FA0212CATOR � .�^ LOAD6EAI21NG WA4L STEEL eea, � � RE= P�a,N °III IIII =III IIII 2E: PLAN TU6E STE�L GOhNEGTION x'/ At 4'-d X 9'-0' GRADE � � ;' EMBED PLATE BY PI2ECAST �E: PLAN � � GOLUMN 2E: PLAN , BY PREGAST #GO I,JEIrDABL� � / , FABRIGAT02 H=16k TOF' P4ATE I I N j , � MANUFACTURER ' ; i P2EGAST �p" HOLLOW / i � � � � � T I O I I 1 � % ' - 1" EM6ED PLA7E � � � / 6 YOND GORE SLAB �' ;% • 4" GONG2ETE S � G T I O 1`I 4 , �/4x s / , r FIrUSH WITH TOP % ',,' ' % OI'ENING TOPPING , 1 -O � 'y OF WALL RE: � / � � � ' n i� Z S � G T I O 1`I 21 /14" , PL.AN A i f0'i' � AT 2'-O" ' 3/4 = 1 O � -�� PREGAgTER NOTE: „ � ' ' , ' � ' X '��-�" � • 41NTEL ANGL�S AC20SS CORRIDORS f , j. • I 'S/4" = 1'-O MUST BE EXTENOEI7 FOR ENTI2E EXPANSION �/ ~ EM6ED PLATE -' .' / / • • ' GONTRAGT02 TO P20VID� �LOGKOUT LENGTH + 6 OF .; . JOINT REBA2 2E: ;' ' � � ;,, � � . �� ADEQUATE SLPP02T OF AODITIONAL BEARINCa. �' � % • ' EXISTING ST2UGTU2E LBJTIL REs PLAN � ' P2EGAST �' p�`N A �•/ ! , � / � ��' � . � ' t � • ' � ' �EAM IS INS'YALLED ' � � WALL . , ' � � � 4 �/ E TOPPING � , / / , . ' ' � . ./� � ' /. / � SA6 WITH�E ���� . . ���� ����� � � � i� � WITH W.W.F. �2�_� /. % � , , 2" GONGRET � �� iy TO!'PING � po oo•o a o" ✓ � j/ / � . % ' ! I" %%/ j ' • . . � . . .� . � r TOVM�AYGN L po O4fi .'n•CO � �q • L ,' �/ .. ' / � � ,, . � �' � // � � •` RE: PLAN O o v o' n �9 G20UT i � 7 '� /� i . � � i • • ' • EXISTING HOLLOW CORE �E.GK . - ' • .• , STRUGTLIRE RE: I'LAN � � �• . . � . : . .�' . • � � / • ' •� 2EBER PTATE � C2)-�tS III . IIIII SOLID • . / � /i' J� O / ST UG°u2EXISTWG . . . � � ,� • • . � . A A j / / � ,. /�4,� �; , I i , " � . ' . ' ., y . G02NERS � - o � �. / / / � .. . . . .. .. .:. ... ...... .�;.:,.,. REs PLAN - - - - - - - - - - -` - � - - - - - IIII , ,:..:....... .. .... .... . . � / ;. • � � � �� � � � •: ..,•• • ' ' / / � I" EXPANSION JOINT ' . � � AT 1'-ro° MS AT P_��� • ' � ' � i 4�0 � . ' /� � �.:`:�:t'. .:�, ., ; ,, ,, , c . ,� , • . . . � • � , : . .. " � / � . . . • ' , . H021ZONTAL � H021ZONTAL � , `t ��"`i"�•��� � 2Ez SGHEOULE ABOVE , , ' : ' EAGH FACE �_� EAGH FACE � j � �j / �%�/ ;� '��;� y� ' ; F02 BEAM POGKET � �r 1 a' 'm r ry ^ ' — � — � � �. � - - � • � . . .. � ' � � / / l �� % , v � AND BEARING PLP,TE • s= � ,�C ' r � � � • SIZES �JA� �e'�� �� ' �`S ��� ir,.�» �s� + r , . . . . ' RB: PLAN , . . . n�`uer�R�x ��x'���'�`�`'�����'y�i4�;���j�,�,a �f`X�: � � � � . . .. .... , . . . � .. % . .• • •• • • • Q : < itS AT 1'-O" � � , / ,/ . �j � • ' � •'�:'.tc j' j p�EARIh1G PLATE WITH "',' w�: ' � �?:„�"„ �� w "�, ; ?". �^ " � � VE2TIAL /� � , � ' ' ' EAGH FACE : • 1" B�A21NG PAO (2)-I 1/2' m X G" H.A.S. C3)�#9 AT '� X � � : iw NON-SHRINK � � � , i , BY PREGAST FABKICATOR / � ' / . . ' / � AT EAGH 2X4 KEYWAY • , . .� / / J ' ' • � � VE2TIGAL ,/ GROUT . / j DOLJBLE ANGL� . . / � ,' y . � . � �2�_� � � PREGA�iT WALL ' • / • , WITH 8 MIN. ' , i i � � • � �— �re8 AT ro" � / .// • BEA2ING � . . � ' . . . � ' . �Y ;� �� / 10" HOI.LOW G02E j' / � � � VERTIGAL NOTGH AND BLOCK 1/4" VERTICAL STFFENER • . , � RE: PLAN = , � , ' ' � %,r • '.� i� '/' SLAB . . , . EXISTING BEAM TO AT HOLLOWG02E JOINTS � . • ,r ' ' � ' j � .' �'/ � � ' , • , , „ „ � � � / �� / / FIT NEW STRUGTUI2E Y / / . � IOX7X1/2 BEA21NG � • ' �. , . � , t�e X �2 i� , � / � ' ' / STEEL BEAM (RE: PL.AN) • �, / • � /` �y ' �• �' � ' • +/ � PLATE CTYP�GAL� ' •• , , • � . � P2EGAST � �. I ! � J . i i � �� 1/4° VERTIGAL � WITF{ L 4X4X'�/8' CANTNJOU`� / % � � /. �'• / i . ,i' •� • '/ �; . � WITH (2)-1/2' �XG � ' COLLJMN /% .. .✓( , ' � /� PROJECT No. DATE #5 AT 1 -6 STIFFENE2 AT 2'-O gp,CH � . / /� / ;/ ,i . .� . / H.A S. AND 2)- / • ' � �� �� . � � , EACH�FACE � � 1/2'��XG° STUDS . • . / / � . . , / � AT I -O % / / #6 AT 6 VE2TIGAL � Z�_10�� 10� �/� � ; • /�/� HORIZONTAL / / ;''/ 229 �J 03 - 28 - 96 TH2OLJGH SL07TED � • HOLE IN DOUBLE RE: PLAN y � / ' DRAWN BY CHECKED BY AT #EAGH VERTICAL ANGLE aeS AT 1'-ro" ''� DEN SMW � . . VE2TIGAL ;' „ a " S � GTIO1`I 22 S � GTi01`I 18 T N �j n #6 AT 1'-O" EAGH Nn °S/4" = 1'-�O 3�4" = 1'-O � � � I I O f ' � `� BOTTO�M� AND C � / � I O � Q� S � G T I O l�l 5 SHEET No. � S � G ION 26 ��4 � ° J `J � S 7 '�/k" a �'_p j/4 a 1 -O i �, 9 �,� OF �i� RE: PLAN ` '• L '�X'�X'�/8 TOP ANO � v N � � 60TTOM 2 ��2�� 1'-O" 2ETAINING WALL � � O � � _ � ^ � � �������������� 8 8 x � + TS 4X4Xt/4 S 1/2 ����° 1° EXPANSION JOINT w � � .�-. i. SNOWMELT I AT SIM. NOTE: OUT2IGGERS A2E N07E: 'A W � O o 1/2' PLATE F'LUU I..�LD RE: ARGH. NO LOAOS MAY BE V / H TO GOLL11�1N r � - - - - - - - - - - - - r � I r6 GRADE �O RE: PLAN W6 SEGTIOIJS AT SIMILA2 PLAGEO ON SLOTTED Z ^ °: �: J _ _ _ _ _ _ _ — _ _ L J METAL pEG �' p�-P`N METAL DEGK UNTILL ALL W � o 12E: PLAN RP.ISELD FLOOR OUTRIGGE2 AND M I I I I 2E A2CN. (2)-G". 12 GAGE DEGK CONh�GTION � � STEEL BEAM � I I I 2E: PLAN �UTRIGGE2S BAGK HAYE BEEN MAOE. � � 2E: A2GH. � X 2E: PLP,N � � �XGXI/4 , „ � C2�+��12ASCREWS AT�1'� F02 • �• • U � I I I I STIFFENER �ZS `� �� EAGH G-SEGTIONs �irtiln � 0.9G Ira = O • HOLLOWG02E SLP,D � NOT SHOI..N FOR CLAR�) I I I I p�TE 1 � ' ' ', • � � '' 4 ' O Z Z Imn = 3.50 In4 2E: PLAN RE NPLANPING - - - -^ - - - - - - - - - - - - - - - - - - - - - - - � ' VI -A • '•:r �,, ' , INTERMED��RIB ••1 : • ` , , � Q � � Z Z I I I TS 4X4X1/4 � I ' TYPICAL WITH � ' "` ' • � GOLUMN WITH � � � I y:; O � •."r ;;i}. TYPE METAL �EGK ' . y , • f - I (23-I/2' � HOLES kJ /2" STEEL , ,. , Z �������������� (2) OPPOgITE SnES TO � � � � ASE PLATE '":,: o o I " � � ' SLOTTED TIGHT ' � � � � • ' � AT OUTRIGGER ' •' • • • •� E.�ACH WAY 0 Z n Z Z BE PLUG WEwED. � I I . . rn -.� - . HOLLOW C � I 1 TYI'. • o o. . • • � U Z a Z . . � TYP. oo, oo ' .° : , � � SI�iB-ON-G2ADE Z � a � J � SLAB WITH � � "; I 12 P2EGASY EGK '�e12 '�12 : o �ll IIII 'llll Ihc o0 o e ,. ' , , . RE: PLAN Q a S W V W TOppING I 2E: PLAN TO OUTRIGGER) I�• •,• '0. . 2E: PLAN a � � REz Pl.p, A � � A I � 12 COIJ"fRIGG�R TO BEAM) CMETAL DEGK S T E E L B�A M I � S T E E L 6 E A M FILL FN2ST CO2E � • � �g y. • ' • , • • . ' . N w O �'J'' O 2E: PLAN a • • r � • � RE: PLAN • •� ' _o � •• o 0 0 . . . �p � � t+� �- I . � F12S'-2"� CONT2AGT02 BLOGK � ' o • o 'o. � � AND F'OU2 SOLID S T E E L B E A M 0 2 ' �`y D ob eo , � '' ' 00 FULL MOMENT '�/8 WITH CONG2ETE LIGHT GAGE JOIST ' CONNEGTION RE: PLAN •� � O • ' .� ' �j� � � � �� • oo• , oo ' oa � o0 00 00 ^ oo, o L 4X4X'�/8 AT EAGH WBXiS ° ' � � '� ^ S T E E L B E A M W I T H 3/8" W I T H 1�2" X 8" X 1'-d' P L A T� O �• 0 4 0 � I STEEL BEAM VERTIGAL STFFENE2S FULL � WITH (Z)-1 Q EXPANSION (2)-#S ob o;o o: ob o:ob o�p�o b�. o}�'.ojLo�yob � � PREGAS7 GOLID FLAT DEPTH EAGH SIDE AND S/1G ANGHORS AT 9" ON GENTER o SLAB WITH TOPPWG X 1'-d` HORIZONTAL STIFFENERS AND 4 1/2" MININWM 1'-O" IIII=IIII°{II�=II{I=II41= /�/ V v+ 2E: PLAN TYPIGAL GHIMNEY FRAME AT TOP AND BOTTOM FLANGE EMBEDMENT _ IIII-�III=IIII=IIII-IIII I.i� W � P X 9" X 1'-0' GAP PLA I GONTRAGTOR BLOGK OF DECK 6EAM C o ' �° �°R�E S �' GTIO1`I 14 S � GTIO1`I 10 S � GTIO1`I 5 S � GTIO1`I 1 = � a � 3/4" = 1'-O 1 1/2° = 1'-O 1 1/2" = 1'-O 1 I/2" = 1'-0 O ^ Z 2E: PLAN � � G T I O I I � I � ~ � � X W 9/4' = I'-0 GENTERLINE OF V � � BEA2ING � � Z 2sEsEPLANEAM �� ����^����� 6EAM ROOF 6LOGKING �\a��V� T�WG RE ARGH. � Q � � . E � '° � `� 3 � � OUT2IGGER VA21ES RE: A2GH. Z . ��Z� 12" LIGHT GAGE IZE: SEGTION S �O METAL JOIST �j �P�'P`N J 0Z � 6 1/2' AT SIMILAR � ( 2E: PLAN CGX8.2 GHANNEL ha ' � � a I � I I (GONTINUOUS) ; ' � � W � . . V O I I BEARING • • • . � . > � O PAD BY `' ' '' " ' ' 5 � G T I O N 2 4 PREGAST V N � , . , . . . . . , : : . ,: . . . . . . TS 4X4X1/4 � � BEAM POGKET SU'PLIE2 3/4" = 1'-O � STEEL BEAM STLB GOLUMN � � ' SEAL RE: I'LAN W�H SX6X1/2 BASE . � pLATE AND GAP PLATE • ' . , r. . :;. , .. � . , ; , . . , LIGHT GAGE JOIST 02 �� � � � ����nur • . . ,. , , . . :. . . . EN12�EO PLATE 6Y PI2ECAST G02E STEEL BEAM 2E: PLAN ��` YAl.b�M'��� ' P2EGAST SU'PLIER y �" �• �41" w 15 ERf'� �'�'y i ENBED PLATE N . � , STEEL BEAM WITH 1/4 , ,, . i ••� o'. I�, , BY PREGAST . r; : � • ' • MAN�AGTURER • • e. 7� BENT PLATE 2E: PLAN 10" HOLLOWCO2E �• F': ^ ,.y • ; H 2��5 . � � . BENT�PLATE WITH , W�T TRUCTU2AL � METAL DECK �12 L 6X2X12 GAGE X K)' TOPPTI •* . .,. ; . . • ,. � . • • ' 1/4" ST�FENER AY 2'-O" WELD t0 WE9 O� x • �' L !o X � 1/2 X 3/8 ' • •. � 2E: SEGTION S 9TEEL BEAM AT EACH y2V,• `.�:� ' RE: A-1/S10 ` J015T5 AN7 A7"fAGH TO STEEL 6EAM ?IGHT �, lc ��• r�� {��� WELD TO EM6ED PLATE JOISTS WTH (6}-�12 SCREWS TO lk�1DERSIDE OF 4 ti �N � .• � , 6LOCKING NOTE: NO LDADS MAY 6E PLP.CEO ON 6EYONO �EGK �,,�IfI „ �`� „����.� SLOTTED METAL �EGK UNTILL ALL ���� � ���` CAST W PLACE . � EMBED PLATE ��TQIGGER AND METAL DEGK CONG2ETE WALL ' • AT 4'-O" G0�6JEGTIONS HAVE BEEN MAOE RE: SEGTION S/S9 � ' S � G T I D N 15 F02 REIhFORCEMENT , ' �j �r G T I O N � AT SIMIL.A2 �� ��� � � � N P�/4" � p_p 3/4" = 1'-O � � � T ( O I � � S � G 101`I 20 �'4" ° ''-° � NOTE: OUT21GGE2S A2E 1 I/2", 22 GAGE 3,4 = ,�� � T I 11 WG SEGTION AT SIMILP.2 INTERMEDIATE 216 r ^ ,��4„ s �,_� Q�- p�N TYPE METAL OEGK � � BAGK TO BACK FASTEN�D SLOTTED TIGHT LIGHTWEIGHT `� (2)-6 12 GAGE OUT21faGE2S AT OUTRIGGER TOPI'ING 2E: ARGH. WITH (2)-SG2EWS AT 1'-O Z �OR E�q6i�SECTION 2E: A2�. � 1/4" BENT PLATE /� Imin aa3.SOin4 . •. .. �. . GOhITINJOUS ✓ 1 > 2� 1 ' N HOLLOLJ G02E � l! WORK POINT � �' �� WITH TOpP9JG \O � Y G�X8.2 2E: ARGH RE: PLAN /^ GHANh�L • 'Z���O '/ v � �� � GONT. SHIM AND BEARI '�; - � � / ' \ � PAD BY PREGAST . . .,., . ., , , •, � O • � V , l Sl�'PLIE2 . _ Q , a ° , . �/� " �� . � ::, : , : � :. : � Q .: ��;:::. . ;.. ; :: �:::. � 4 ' J ` rw � .'. � Z p LIGHT CAGE � O (MTL DEGK TO JOIST OR O O f"ETAL pEGK � OUT121GGER) STEEL 6EAM RE: PLAN r ^ RE= PLAN GONT2AGTOR BLOGK � EXISTiNG OEG1C `� � (� � AND PDUR SOI.I� TO Q STEEL 8EA 6.F.6 OF BEAM RE: PLAN �OUTRIGGE2)� TO LINDERSIOE OF J 4'-O" MINIMUM STEEL 6EAM TIGHT /r Q OEYOND DEGK O `` , 0 NOTE: NO LOA�S MAY BE PLACED ON SLOTTEO � Z � METAL DEGK UNTIL ALL OUT21GGE2 ANO METAL DECK GONNEGTIONS HAVE BEEN MAOE. � S � GTIOI`I � S � GT101`I � � S � GTION 21 S � GTION 16 � W W ^ � ��2� a P-O � ��Z" = P-O j/4' = 1'-0 'S/4� = I'-O � \ = I �� � Z (4)-'�/4"4' X 2 1/2" RE: PI ALNMN �� RETPLADEGK 1/4" GONTINUOUS � WITH O�LESNUTS � � � BENT PLATE WELD TO EMBED , � REII�FOREMENTANO PLA.TE { ! 12E: PLAN I I RE P AN-U�DE � i 1" SHIM AND �SEE�p,�EAM TS GOLUMN � � ORY PAGK G20UT 0Y STEEL E2ECTOR ENBEO PLATE BY REs PLAN I I 2E: PLAN ( i I..�LD AFTER EREGTI I I P2EGAST MAN�AGTlX2E2 I I ISSUED FOR: ! ; (H = 18.6K) (Fi= 5K AT 5�10..A2? r � I I . � a WITH (2)-9/4' d A'�2S 9TWS I I � � No. DATE COMMENT AT SNORT SLOTTEO HOLE � � � � . � 03-OS-96 FOR PERMIT . 1d' HOLLOW GORE IN BEAM I I r��� �� . � � I I . . , , oo . 07-10-96 ROOF JOISTS � � 0 �o.4°a°o °a,°a �9 OB-02-96 RE: PLAN • � � �+ •°�^� 10-09-96 FOR PRICING 2" I I I� • I ���� 01 -24-97 LPSET pLATE BY ' � . � � � •, ���� 01 -T8-97 PREGAST SLPPLIE2 L loX10X12g e � � , GONC2ETE WALL 02-07-97 BID SET 3/8X14X('-2 WiTH ' • WEI�D ('� 51DES1 STEEL 6EAM RE: PLP,N � � , 2E: SECTION G/S7 F 02-f7-97 BID SET (4)-'.�/8"N X 1 1/4" H.A.S. TO JOIST AND 6EAM RE: PLAN FOR 2EIhF02GEMENT CENTE2ED ON ALL 5 � G T I O i`I 12 : I I ' G 04-15-97 REVISION ONE STEEL GOLUMNS I I • FOOTING I I ' RE: PLAN 3/4" = I'-O • I I ✓ � G T I O � � � �r�.+�����..�� I I .� 2E: PLAN � � � • S � GT I DN 1 � S � GTIOI`I � � �o �. o o�a � � �:o � � � � ��� ��� 3/4' = I'-0 - 1 1/2' = 1'-O 3/4° = 1'-O , . .. - , , , . .. .. � 3 ' . � : . . • , > ,S S ,S , � . � , Z eek X 8'_O" AT I'_O" ; ° P2EGASTE2 NOTE: G10X1S.'� EMBE� PLATE DY . 'S' "S ' ' ' . ' J 4" X 4" X 8" OLOCKOUTS AT 4'-O" GONTINUOUS , � P2EGAST Sll'�'LIER ' '• ' •` � ' ' i ' � 'S • � AT EYEBI20WS. P20ViDE QAMS \ . . ' . ' . �' . . � ' • , " . • ' ' • , , O[ 2'-O" MAXIMUM AT ENDS OF BLOGKOUTS TO G��� �oXleX1/4 STEEL PLAT ARGH, PROVIDE . "� . • � � �1 PREVENT CONCRETE FI20M ENTERING � WEl�D TO TS FRAME GORES F02 ENTI2E LENGTH. 2E: PLAN E�EOEpIATELD TO '' '• '' '• '' ' � ' ` . � ' 10" HOLLOWCORE 1/2' X G' X G° CAP PLAYE 0 � METAL JOIS?S _ = ' , \ /^� � -��� ���� ....... ���L����r � ^� ������r � � 2X4X1/4X i HOLLOW CORE SLAB � (� } i y � 125�_9" . . ' � WITH GONGRETE TOPPNJG \ � cor�rir�uous � • � � . . . O � RE I'LAN \� 6ENT PLATE / � / / � (L.L.V.) � � G T I O 1`I 4 , • � , � 1/ i � i , � , . . , . G, � � •� •• - - - � � 124'-4 3�/8" � i � / 1 1/2" = 1'-0 I I r� �� ' � ' \ O � � � � � 4 � � e4 x � 1 . � � � . . ^y � � AT 4'-O" � � � I I - - - - - - - - - - - - - - ' - I I GAST-IN-P4.AGE EM6ED PLATE � � GONC2ETE �X'�X'S/8 GLP ANGLE � � EYE620W AND GONTRACTOQ BLOGK (2)-ANGLE AT 91MLAR WELD ALL A20UND 7' PREGAST WALL I I TE2RAGE A� POL1R SOLID 2E: PLAN WITH CONGRETE � � GONT2AGT02 NOTE: STEEL CHANNEL WITH I I TENP012A2YrY SH02E EYEOROWS 1/4 1/4 X GONTINUOUS TS 4X4X1/4 FRAME I I LNTILL GAST-IN-PLACE GONC2ETE STNIFFENE2T ATI JOIST AT 12'-U" MAXIMA I I IS COMPLETELY GUkED, OR SUBMIT METNOO TO BE 2EVIEWEO BY WELO TO TOP OF I . I STRUGTLJ2AL ENGINEER. GHANNEL PROJECT No. DATE ' /�1 S � G 101� 2 � , S � GTION 1 � S � GT { Ol`I 1 � S � GT101`I � D� N e95 O CK D BY 96 3/4 � 1 -0 � �J�4 a � -� � � 3/4" � 1'-O '�/4" = 1'-O DEN SMW N �i SHEET No. �/ � � Np N^ a mnz OF - � • .�� �