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Cascade Village Cascade Learning Center (4)
, revisions : no. date item . - - - __- - - ---- =--- - - - _ _ - - -- - -- - WIIVDOW SCHEDULE CONT. - --- - -- -- -- - - _ I ,�ore : ��a� 9�Hx� w:�� r��� a,�e o., co�c.r�� �-_ - ------ _=_- --_ -:. -_- - _ _ - ----- - -- - ------ - __ - , : i °�� �.�ER ��ow 9�r+ wa.t� r� 5�-;owr� . WINDOW FRAME DETA{ L NO. �- REMARKS I-- HARDWARE _ __ _ _, ,I '� ; ; , �; ---- - - - - - N0. T PY E WIDTH HEIGHT DEPTH MATERIAL FINISH HEAD JAMB JAMB SILL t _� I I , ��-- -�_ - -- _-�, - - --- -- -- _ --�-- - -- - - -- - ---- - _ 68 ' 51 � a . . l 1 : 'J� ' '2'� G./'J r�OC7 � �AIV: v'. ! Q , . � � � PE�.�OM HGqZO !�A� O�E�a_ � �� I� - 4f2 - =QP. ^"c i � . ' i !�E'�' �.NT � \ �. '� . FfZ��' C, N F_ _ _ _ �0�4 k 'Z. 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(3 TNUS) ON L�INE I 7 THUS Q \ �- I � � � � , � C O L . � F,S A S E � S/1 E ' F3ELOW SLAF3 LE✓EL , � ; l0 � � o ( ) - - i N . I � . I , . � I \� � '. _ ('2 5 G f � —�j I g���„ t- ; I I SEE PLAN FtlR � '� PROY/DE l EXP. JT. � . . O _ / , . M , . .., , � _ . r ✓ �3/�2 --►j-`I� •, 3" 7i�z � � 5 •� 4.�r � �--� r � ! ;�. 0 � , COL . /SOLQT/ON JO/NT �� ��_..-. - . . _ � ( � � __ I Fi�� ER SETrvEEN � � - - - L 3a O) , ✓ .90 O ) � ✓ (3/ =4�) �- ✓ �33 -/) � i � � � � I� h' �� /• O 5 8 2 E�3/-Z� - G �� ' '4� �T - �` i M(35 - /) i i j SLAF3 TOP EL . . I (, .� LAN FO - - - - _, , ��J � ' , � ' N � � � � � ` av. ' . p � CONCRETE WALLS, j � Q I _ . - - -- - ' � I � � � `-� _ ' ,' � ^I . . . --° - - - - - - - - ly J �..; „r � , ..� . . . ': ":. \ V I — _ — _ i ' . * I . . _ . � .. . 2�J lo _ ' .� ' , � . . . . : . .. _'.� '_' . � ' �� � � SEE P R �.` . � � ,, ` . ' `, } < � � _ , � -- � � ` FOOT'�NG TOPEL . ' � 6 � S ) I � .0, 8 /, ._ .. ` \N 1 /¢ � \ , , I i ' � � � � �f l� � . . ,, � � �-� M ! � . ,- - I J � I------i 1 � H ` G �3.3 ! � ' � I �� � ��� � ' � - ) -- " � . � � � (�� — " .' t _..._. 4 '�r. �ANCNOR r30LTS, _ END y � I I . .. �. � .. . � . , +� ._ {.63� _ .. . _. -- - --- . . . _ . .. . . . � -- -- - - - ._ _ _. . . . __ _... _ ' __— _.. . ------._ _.. .-- ----- � I . J _ _...... — _,�/ "a I . --- AS REQ � TO ORGiTA/N /�!o �-- ; �- - .. . _ - J . I � ,�'.�... . . . .. . EMF.tEDME/Jr /N CONCRETE. i _ ` _ -� , � . ._ ._: _ a � . ._ .:.;� : ... � I . _� _.. � I ' , I - - � � I � � z' ' � 4 / , � / ' _ . - e - e _3 �. Y_ > N � I I � �+._.. . . . I � ! � i � g� !K( / � �I /8 � 6 i 8 � !'0` / � '/ 7� p � ( i ) 2 / ' � j, i � � 22 � 0 ¢ _O _ / 6 // ! `� (T!'P. ALL CALS. UNLESS NOTED � _ . . . _ .._ _. _. . ... .. . .. . .. . ----- ,8 32- 0 - — -- ! F3- 33-8----- --- --�---- - � � aTHERW/SE . I � - � I �p -I I , ' '� '�� fi �3/- C 32 - O i SCNE',D�ED FOOT/NG 3"COYER , p -�-- =- - .---- -9+ ��! / � "� ' 1� N � ; f 4 x6 �ERT W/THc '�/EiQ � �� '� . /2"NO�P/Z. ` ' ,,� ' � �6"CONCR. WQCC , �'4G''/6 ��EACH�_ � �v � b -_ S/ZE RE/NF ,i ' `l9 M�N/E��aP/ERTO E'LC35•,% \ ��_ � l/ O � 9� O � _ , , ,_ . . ; •� , ., , . � _ . q�. --- - - _ _ .. . : 6, fOR�GOCAT/ON � HE/GNLN. ,IB ; �r �I\ I , --�.._. _.. _ S'�, � ut� r _RY AnE 4s � „ �36 C � F. (S T.4US, FT F, 5�, H2 ,2 G.2.2 a „- " " � I �� � � � N:.� ,�'G l � 5.�. ., /� ','i/ Q ' . i� o ' q ''b � I, �ET/� /L S j �TYI� C�L . FOCT/NG� ac.z4) _� J i /y(3/ •2� _ g ''FFLE �.CRA/h/�ti G�'.C✓GG , p - . . 1 ' � ; 20 x 2p �ONCRE'pE /°/Ef�, � / DEEP SA/NEIJ CONTROL ✓OiNT OR � Q � ' TH/S DETA/L /S TYP/CAL WNERE COLUMN � � , I �� �T • �Z, 9�GV2 9 vV.N : F. �� , - Jf�.y \ � � � ,C/ � " �, ,gEND✓ERT. W/Tf/ /2 h'oR/�Z. - \, FCkMED CONSTRJCT/UN ✓O/NT /� ^ ,, I N; ' • - -1 I . q. . SEE ARCN. FO,Q TO� EL . ` F _.. �. . _ _ �. I � 4 7 /NFOC7%�G �30TT�M - -� " � SLA� ON G�PADE qr c,��L . L /NES ! � ' �, ,�¢ - , � . -;_. ...� ��k + A , M/D •DtPrh' uF SLA/3 . N � -s � 6 y , a ^ � s , �- l3EqRS D/REC%'LY' ON FOOT�N.� . � � �, 3TES@ /2 �°�E TOPEL .35� 4 EG £�.U,yERE TO PREVENr GREATE'� � O I I � I ! �' SLOFE TO DRA /NS� '0, � ; . .. . _ _ � i (5 THUS� AT G/3, G/5, N�4, I SPAGNG THAN Z4 • O. (RUN W. W. F. ` , • � I I I � i � , . � - . .� � N/8 �' H2/) THRU CONSTR�/CT/oN ✓o/NTS.� , � I ` _ �� . � � ' � ' . . . . . , _ _ J ! _ , I P{38-0 ' � �,,c,• �i.�- -I- -�-- . _ - J ..I � _ s� � ' � / \ i � � ; A � � 6./ n �LO l9 �- - �-� , � l� � �-- .-- - � � COL . COi9ASCyi25 S�lE -'_,• . / COYE .� � � I I _ I � P �3/;2 � � p , av � � ,' 8 ' i -0t---- ' ' � °� �91 r -'S(29�.E ) � 'v � , I ' v� i . . __ I , ¢ ` . �� ; ., � , � I � i -... �. l9 ' �. M (38 O) , ' R G � .. , ; ; �+--�' . _ ; � � 1 � �� b : � , � , ; W d . �J ��' � . _ . _ -- � - - - _ . _ . .- - - - - ; . _ ---.. . _ . e _ ' _. :�.... .� - - - __ ,r '� __. - ' � � � � � ��-�� � _ � . _ �.� . � G y. � � . _ i . � ' 36 - 0 � i � f � ' � K ' j I � � � ' K I ', ' ' - � ' J � < ' ) � ' � P (38 ) .. _� , .9 � N� - � � /-O /O - / I H 3/- 2 H 3/- 2 � H 3/-Z . i H(3/ '2� � � , L � 4� Z N � .+ _ - - - -- _ - - - -- - ---- I �y ` 1 I I ,:.. . ; : :_ , ,�. � : :�:: �: . a � � � � C (32�O� '�.- `. ` „ , _ , � , F �. � I �- - -, � � 6' � S'9� �O e•6 �' � f '• 6 . 5� 9 � 6 ,� I //= // � 5 • 2 � � ,sl ' \ l2 x�12 CGriCRETE F/ER, ; O ,;, ;:: : ,� � P/ r 5[.,48 /, � ; � - - _ - a ---A�— `` - - - - . _ �----�j �- -..� j ' 4 - 6 VEf�T. W/TH /2' _ _ _ _ S/ , -- - � I . , y, . - - — T - - - — r" - - - -- - � —�. ,S/ �¢�rCONCR[ T£ SLAf3 ON _ - - ---- -- � I F10R/Z Bf�ID /N �TfhG� ; I 1 5EE PLRN FOrQ -. ; ; '� x 6 4 C�/O YERT. � � O � .•. , . . _ c . :— • �— Z-., , � — , „ , • � /SOLAT/ON JO/Nr AT BO 8 3 T/ ! . . _ , . � � c �/ELI� �iEN.O/NTO SLQB I f� � ;, . . j� ;I �= =�-- — � — ` — ,'� " � =r=l�.I � x `� L , 4 FREb' • Cr?A tiS'.1� C �RAY6'G, - . . , _\�/NTE�Q/OR COL S. (FORM P/ER OP EL : 46�0 z' p. P/E�Q S/ZE � TOP EL . 34 •O _ � I \g 'x�- � ' lNDlG4TES STR(IGT I I SGOF I i '° P/T SLAf3 I Sx 6° C4 - O lxWELS �- , , RE/NF. , ,r y I � � : ' ' , , ' � 6X6 - Wi.¢/�r, .� �y�,.F. AT ' • W/7'N 20"� SONOrU,BE� (7 TN ,$ ATG27.9 F27.9 � , � ;4.;: � ' �Y I , TOPEL . 3g •O � /Nf{LL EAST- WEST r. nc , �¢ G�' /OHOR/2. 6YOTHERS I I I I I _ � ; II' 8�� � 12" r3coCK wAGLS - '>/D - DE'P, ;! ..: SLAts . � � G. 130 G.33pD.73/ E.6 � i � SEE �LAN REINFORCE P/4ASrER .. � I i � ' I '�. f .'. (3s -o) r � � I I * / 3i � r wrrH ¢ �'� �ERr. � 8" i � � � I . li , �M � �, ' I , �CGPE , I � t� l I � � _�. � , BA.s � ) . ' � ; . . \ : FOi? EG . "',3x /2"x/Z" T/ES@ /2 '� 4y� " � 4'� 'I � � � ' i� N _ f 14_. S/ . / � _ / . f ;, �,��0� � (TYP. ATG.45� N5 ¢` N6.9� ";, .32 � 0 F --� -- �. _ I L.._ � ; �I ��r . - - -- . .. � 'a Nj) . . . .. . _ .. . _ - I;�, - . . . _ . . . _ .. . _ . . _.. . - - - --� -- � , . ,o � ' �.� �-... _ . .. _ �._I — . _ � � � � , '�� � ,, � � , ..f I � . . �. � . . .. . � s� N� � � ,r �� I O ' I I nb P/T SLAh �. j I � � � � . . /O . .� � + ...�_ 4x �• 2- O �'"° > � ' _"� � : ' � II + � Fr-6-- ,ti i . � op , � I I l� TOP EL . 33 - 0 ', . i --. . i . , , FT'G DO[N�LS �`-__._ . . � 3/- 2 Vl I -� I �. 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B � 4 � 7 q �O ' : . . . : . �. . . . . . . / N . . _ _ . . . . . . . . . . . - ' . -� . . . _ �� ; L HMIC��.2 Zt7 .STA/R tS72/�V�E.4 _ , , � s . � bCKT3 t ��� , - .:��;►-,�- ��; ,�� � = ` - _ _ _ _ s�crionr %p-�'o _ �.._ ---- � � �._ _ .- � - - � _ . _ . j �,- � , _ J � . � _ ' , � - - ` " ' ` � _ . - ;- . i ` - .15 � - � : ` - LAVT. ` L= J�Jx� ,�"� `. . , bOCT3 TCJ _8CA4/D -�N. Q Z-'6 a� � , � , �+\o� ��- �_� !�°� / � FT'�"�L \�' \ RA71� DfCK p � � � � ! � - � . 2-�5 Gt�i/L lN p •� I � GaaurEO aova. a� � F�ar s�uo r �2 s a r� � :: . I � 2� X2z ■. � WELDEO LSE4= 0 (e_ j� ,t-2" 4'¢ / /x4 ,594Cf� REDWQ7D 1�6"CK Gl(/ � FAB2lCATE /i{/ kfMOVA6LE PA,VELS � Ht Y "� t� 2.4 RE� JO/JTS � l2 ' � 0/(� . I I - � '�� `* _ e� ' o � ��3 � O I �M.fSG}VRY WALL Q 3-�� L - � x22, x � LL ✓ - i �c '` -�83 - 7 / • � � 8 K� / � � � ���+roN.t O�lo . aaa� �c�c � ' � I • Cp�. i.� OF � /� �� .STD. P/PES @ 6 � � . - -- - -- - - -- _ -- - � - - - � -- - } -- -- -- - , - - -- - � - , � s � �SFACE FRAL1 L/.NE F� 6 -9 � 9 4 /4 -O -- /8-0 _ /4 -0 --/6-0 - - -- - /4 -O - -- /8 -O - -- --- - /4 -O - - - - _ A9 -O ' 3-� -- - - - - - -- - _ _ -- - -- - -- -- � _ � FQ¢ STU�S , SEE SEGT. � 4' S 4 '/! � �" � � 4� 0 SAC�.--- . , � #-------- — ---'(. —�r 9"� ,,� '.2 � � _57A/R STQ/A/ ERS • � SECT/ON 5 i ", � 'o i �, _ � - - . . F 3/hf/ aa �D 55 No � �, _ \SbJ . 1- - - - - - - � O Wrox/2 - -- - _ W/�x/4 _ — - W/Zz� " /Zx/4 � wlZx/ 2 � �COLUMN L;,VE ��v, (75'- 7�) i � � � _�' - � � ------ - - - - � + --- -- - - 'T' �- " - -- - G� G%� -- -- -- - w�G +a- ». �-° - -s- ,� � ' � - --- - - - B - - ; . �- -_ - -- -- -- -` - - -- - ---- - � -- - --- - - - i . � � � - - - -_ \N , � EXTENJE� TC)° CNOQD �L r m - � W/O x/ S - 7 � � I I � -L_82- 7� ' � � ' , '9-('� z�' � �i '-+ - `V � 1 I ^^ SEE SECT. b � i � L HA EQ TS4x•¢x3j6 K-BfiAC/A�G ABOVE a -� - , - 53 ,ql i 4� 6� � 1� , ` � '.:k 7�4x4x3/6 K>B /eG ip . - _ � � ; � � A60�/E , ' �' 3EE PLAN � � � i - , - N FOR ELEV. �' � I � � J _ Iy ~ , '� i � P/PE R75T o i a ~ - -�1��-� � � � ' 2�� �. � i 53 � i ;;� !y n TEE 5T/FFENfR , /� ST/FFENEQ ; K � - ! -- -- - W/Ox/z p �) ` O O � I I � i � T g "� O b � � 3 ' � �l � " � cr � ' �' � . � � � x � o � � K � _ ������� � � � N ` r � C12x217(d2'G) 3 � , � � I � � � S h � �� = 3 a II N I o, i �► ' x � „ hl b � �� _►ti b � =N b � SECTION 5 � - �'o ,� ECr� 2 �= ��o � � � ° � : : - _ � 5 'T 6 P 5`-a T54x4 ,c3/6 D/AGOW!/1L � � �_ _- - 3 � ' �a-- � � � W.47x%' 8?�6) �t ; TS 2�X2�K % �82�6) 3 WiOx/.Z ry I -- -�' -- W� ; TS4x4x3j6 K-BRAG/ BRA�C/NG /180VE � � . - �✓l --�-- . - - - � O , TS4x4x �6 -gR�G/NG ABOVE (62 -6) �n .2X,tq � gz(6 A�80 � , ' W/fx,Z2(82-6 : �l -- -- VE L3x3x4x0-6 WELQED � � p ' � I 3 /NOMi4TES C 3 � rx - _ � _ � � � �o ; i � A�ISQNRY WALL • ,� 'o . . _ �O T�,�/�Y � TO CAL. FQ4 TUBE � � :� � ' C'" 2�6 --r� � //� � 1 I Y4t8x/ A80VE� `r - - "' '3 - -- � C --� Iz'z��y �"'� SUP/�tT. ELEV.=82 -3,2 1t/6 _ � � , , -� : �.. . _ . �. . . . � . � . . �. ' a°,¢ 2 eacrs � �,,.// � �v � —.' — — .— . ' .. . �..— .� . . — •� - •f - 3��: ' ' — " wixxzz — '— ' . ' _ — . w/z%i4 ` w/Zk.0 `—` E , ` I ` wrzxi4 : =r — wizx,zz � wizxi4 . . ..^wrzxz2 i�c 4 , ! I � ' O ' kl _ _ _ - - - - _ ; 1 . _ � - 54 -TS2 ,2xZZx . /4> �82;6) - - - + , - O • , �F ' � ' ' C 3=4 i � � �- - ' ' f - - - - 8 / , � ,` � j (0/�9 f N _ '' � 55 � I - - -- - .S3 -. - _ _, . .�3 - - - - - - _ � 49S_P. F>2 -8?/3b- 8 .. _ - - -:�'_ _�. — _ ; � � wu,czz . ' — - - `� wie�3 � �_wroXzz — . — — w�z6 — . I . — . — . . _w�XSO = _ wi� — .� — � W�J�9.4.�.. . . � NfiXt G ` H , �� � ,SEE .SECT. �3T. , _ l�~ , 4 / I �d2=6) i � I -�MASONRY 4�ALL - - I - - - � - - �`,�',� /4�0 -- �� - �5'� \ 6' - - g� � - 14�0 4=0 � � � I —� W8s DfYaUO � � BE[Aw I i � � �Ox 2 - �` f�'� .,� � I � � : ; � ' � , O � 8�F/TTED ST/FfEA/ERS � I I ! I j i L8 �1 _ = O I ` . � 59�5 � L'�ELOIV 2¢ JTD. H'!� at5l I �9 I ; -- - --� -- -/7-/SHS _ -- � --- o� - - � -- - -- /O- W/4x.Z1 (82.�-6) ` �� 6- W/4x22(82'-6) — — 3 I �- -- - I _ - � � 2 '� > 2 6LYT3 � ' - `� I � 4` ( � �3 � --- --t- �6 SP C� z.6�=�f/. 6� -�- -- - -- 2�/O ,Z 3=�0 4 SP. a� 3�0 =29�O =4� 3 � � � 6 3P. � 3=0=/8�0 " �g 3(77=7� � - -- - -- ----- I , � 3I mx gI I3 � _ � /.6 '�' ,� L HANGE C�'G � i I N' o � i � � wnoXiz, ;� ,� � : ,^0 3' , � '� � I I x � I �, , � : N �v � � I 0 � `� �' ry I � i � i I � 3��CAhC . SL4B ON 18 GA . � � � � - N f ,5 ECT/�l�l � 2 = /�O ti � � ; �ory- � : � `� STEEL FORM 6'r6" N//.9x W/,4 ' x % X .� I A J/NltA,f, p ' � I � � I 3 ; . , '� � � I ! o W. W. F. TOP Q� SdA6 =��9 � l. � r ro SD No .�aST � I `fl � -� I xi8 �w/0 � � � ' 3 i %, � 3 � � I 3 I � ; ♦ 3 � � � £ � �z o � - - - � � � ' � I ' M � K ^i,� i T-^ I " ; � � � � � � (�waxiz_� N ��� � � ��� ' O , 3 i � \ � _ ./Z Z 3 � � � /4'O Q i ' I G^ � Q - T51 x2 x /6 ��2- �)� 'h i _ - -- -- - - - - - - _ _ . � � �Y W/2z/4 W/Zx/� W/2x/4 � W/6x26 � � � : _ d � 3 _ d � � I l� 3 : i/ = 5 /=4 • � �°� � � - - - - - --- - - . pf-+{°- - - -- _ -- - - - -- - -- -c-e r! � � I -- - - - - - - ' °0�;1 ' c r I ; �, ------ --- -- - - � �-- �- I .-� � , .,�� � LI / , _ �,� _ __ � - i � • i lND/CATES EDGF S[AB ; � � --. _ � r. 3' ,� � i � � ' �2GrJF QEYOND -r - - - - - - �1 /ND/CA7'ES EfX'�E RC�Q� DECK ; /NOK:AT TUBE � / � � .SEE .3ECT, A I J I i BRAC/htGj dE[.aW I. � �N I � I � ., '� � � i ' � „ , 56 �/ I 3� /OC � � � � . ' N� i lz7�ELROGX' DEC/c� � ro I . , , -- � `� � � sia /G rQ.G� 94t • /2-3�_ 4 �` � I O�,- ' / ' , -- - - - - - _ _ ow � � � � +v-- Zal� 2 /3OLT5 ;� � � I I � � . . � , J�l� � I � I � � j , / / � I I , '�- - - ': i , � - � � i i �-�,± /4 -Wl2x/4 �S � 3 � � � � 95 -6 l a - - �' ' � I I ' �jI� � _ � 3 � ' i � I � � - - - - - - . - - �- - - - - � � � 3 - - /S SP @ 4-0 =60=0 - � - - - - -- - � 3- 3-//.�.i i ! � l2 / / I i 94 �// � � � � - - /0, � �/,� � ' • ; � ExAGj �/, ��1 '� - - j � � _ C � � IY8Kp�77�9 � --- I I I Waiz/30(83 -3 I . ' / . G= , /�� - I . . � / � - / ��, ' i : \� ' n 1� 4-N�/O h / . I �— '� f/ZaMEO CoNN. � i ' �I /ND/CATES EXTENT O��K�/� `� ��W°p�/2 I '77�9 ( ' 8) I � _ 3 i • � I � N ) 77- 9 h � , _� .SEAT L 3 x 3 x � ; X A DECK� SEE A�H/TECTS ORAW/ � _ -_ E,(� i ' � I i . t- S I j' / / / �, � ° � � ' � � 3 , - - o-wiOx/2 ( 5 4-KN�/ � ! 0 m , MC /2* /O. 6 STQ/A/rjERS �- � � � � I. ' I 3 ��1 _ _ � � ( � � j i i /5 SP. C� 4�o=60�0 - , _ �_ L HAN � ` � GKATih�G TREA03, � � , I p �, i I G� . � � � SEE AQCH. 4?WC S. �' I I ;� I• I I • � ' I � — ; ,� � •c—� � ; . • ..� • i � ' ; I N . N W30x94(63 -3) i� � � ; � ,2 ��� � i - w8 5 � I � Qf -" � • - - -- ,4_,�H3 Q �j •� 1� ` • � � � d ro EXACT G�� i � � i i � I' �" -- - /SSP. � 4=0= 60-0 -- 3� � � • � 1 / M . _ __ _ _ _ . . _ . ._ � �� � � � , � l5'3 c _� : � 3" I r 24T2. G� 4 ` - 3�0 ' ! � W/4z12(63�3) . 3 � �-- � -- � - ----t--�, -- - -- _ - --- - - - - - �V,.. - . _ _ _ � I �j- EE ,S�F - - - - 1 + � w S ' � P � I � j �� . G 7 ; : I � I , � I I . - - `� � _ . - . -. �/ ( ' I � I I I — —+ — — ! �� 6. � ! , � j ' ' %/Q43 _ -- o -- - � . : ; , ' ! � i � .. WlOx/2 �/-'6p) �, � � C_ � � i ; ; � j � /=6 - - �- -- -- - /2SP _4-0 =48-0 -- --- —_ — �v�y � UnTE:AUiG[lST3,R8/ . ' / I — � � MC/2, /O.G ST�/NCpERS i � � ' j �'� � �' 71s -�X2�2Rk , �2 bCYTS �� I ? ; ; 2,aT' � I / i - f � ROOF DECk 3 � H%ELDED TO i � „ � NG T�`ZEADS , , , „ ( L �- - - - - - - -W/Or/�(83_ _ _ ' �' 8 , , ! 6 !� i � ,.� A,QGH. QQ{v�3. l i -- - � , _ � �+= L'�LOW ,3TA/Q PRS; 2 ,3o�rs � � ; ' FOURTH LEVEL PLAN ELEV 82-9 8= / -O � I , � , , . - _ �"';� 85- 4 T N `' 85'3 , � :. i :� � r85 �2 TQF' OF STEEL BEAMS =BL�-3,2 (.4YLESS NOTED THUS : (8z�b) i 5 - - -� - - - - _ . - - � i h r -- - r i \ ` \ - - - i - -- � ; I � � • � � � t � . � � � � ��� � ' �i I . ! � - , . � . � � - � . fRAMEO CtWFL MED CON � SEAT °� ' I I i Fk4 N. , � Z "rQ 2 DOLTS FLQ�R .5LA3 � L - 5���8 \ � , �i�n i 5 6 I 8�6 � 4'-6 i �d" F TTED ST/FFENE.QS � „ g"F/T7E0 ST/FFENERS � P..£YAVD -d2=� � - - - - 82-// � i - --r �2 , 2 �8G1LTS (.STAf�C'jf2E0) z � , 2 bCYT3(S7•9C�('jERE/�� � - 6�0 4-0 /3 -O /3=0 /3 �0 _ /3�-O - - i/4=0 -/S-O ---- - - /5�0_--' -- - /5 -O /5� 0 �f �=J/� - -- -- -- -- - - - -- - - -- - , i ---� /36=o � -__ _- - -- - --- - ---�- -- - - - -- - -- ---- -- - -- ------ , --- - ---- �_. - -- - -- -- ; . i i . � . 4 5 7 Q / /3 / /5 ' � : '•--4 "f� ,� ,bACT3 � ' . A�EG7.SL 7QE�3, UN/J/NC'i3 , � - �2 "� ON 2z �� 5T0. /-X�ST, . TUBE :�'R/d/�,4'R3 BY�.4/�R .5U/�2'/6R 4 BOLTS TO CNAN,VEL FLANGE " f -�-� x �z ,:� _ _ : AND WClLL�O L - 3x3X d . - - ' ;HA�f7C�R ., .S.�CTL�M 5, � `' /�� fRX,tl,FD Cc�UN. , - . � � ' - _ - - _ /8 , o . O 1�V�1�1S � , . . � - .-- -- - ° — - - - - - -- __ - � _ _d • ,r�. dnta lt�n . . . . 3 ', /' AT SLAoE� .XI/S7� PROV/DE ` � 6�- 98 '- O = � � 4 �� dE4R/A/G ASSEM/9L/ES � ! �- 98 = 0 � � � �,�, ,SNOP- WELAEO TO 4EAM ) . � l / O � DEEP LEy TRACK � .SQLiCE I � � , AT /�A,�?A/�ET CQ2NER5 ONLY - I ry� � � FOR STEfL STUDS, I SE€ �ECT. � : � ,s8 � . 94�/� ��' � 94�// -�, �w � : • � � , ` \ ry - �� EXTE,tIDED 7(7P CHCQOS • , � � _ 12 � « 2Q83 * , ' ` � � � � r / � \ C7 /O M �� , 3 ! � 1,8/ 101 �l� /� /�i ' � � �_Sl �1 �� O!O ,� ECT/ON ��, 2 ° i- o � � ' JECT/O�V � 2 ° i- o ; I i i i4a = / � ' � �l �F ���' � - ia- -- --- -- -- - ------- -- - -- - --- - - -�- --- - -- - - _ _ _ _ . 1 _ . . . . . . .. - - - - - . . . . . .: . . . - - -- -- . . : . _ , . . . __ . � ` . _ . . - . � i i i i i � i . i • . i . � 6-9 9�_4 � /4=0 � G- 9 _ �„a / / - 3 ! /4=0 _ � _ G- 9_ � // -3 � /.� -O yft _ /0- 9 � /!- 3 . /4 -O � (0- 9 � / / - 3 � S=4 � -- - i�a �}e - ; D+4 - _ I i CGC. 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CEE ✓`%J[�5 G� 2¢ ° i I G� • � . . ti � j� g 'w 4 ir p!g ,. ,.. _ _ , -- W/2s - i � ., �. . ; � 8x 4 �, 4 - 4 ¢ �c� �: � � . 4 - 34 "� �C30LT3 �° ' 4 bcX. TS _ � -- -- _ � AT ::/NE 24 , ,-� TO C� : ! 4 � i I 30�T3 �o . ; � I (o� � (0 4' 3 "F/TTED ,ST/FFfNEQ EA . - - --- W/4i P . 4 ", i4 C�A . CfF .i.",'�S C /2 ' . �.'. ,lT o„ ' � q. • . ' � ^ cV -°1 t 8 > _ - -- /3LOCK 80T. FLAAKf ,'EE Sr/FfENtQ NEAQ �DE, '�" _ _ _L_ ' _ � ,�`�; -� -, _� 1-0 � I - ,5/DE AT W8 YEQT/CALS FRAMfD CQVN. , � COLTS FOR (o"■ g' C�QNG, !� ; 38" /� FAQ 5/Df � ELSEW7�c,PE , AQIACEti',' ,TO 'hEA,�1 : � �h � � I W/6 bOT. CH020 4 ; /B GA . CEE 57U/�S C /6 ° I .� ECTiON � z „= l ,o E � ., � ,o F � a , � N , N I � I SECTION �? SECT/ON � � - l- o SECT/O�tl �\ � 2=i o v I v , � ,SECT/ON .� z ""= i=o ,SECT/ON .� i = /'o . . -- c�su�t, r�a�s : • • caoux : CESS(iV I,IVE I�DS : a. GtruC b�R�Ch p111i�n bus asd brta br�aB P�Lr1o� -i�tail •b� s�in .� . °il�pi". - a. Ibtifs . . . . . . . . . . . . 75 PSF � "Fiw-Sta�" eir a�qu�l.. - . - � :f... _ . . b. C7o�idominitms. . . . . _. . . . . 40 PSF + 10 PSF Partitions 4Da�d I�oad) SiEEL RDO! AECK: - _ �. Classrorn�s. . . . � . . . . . . 40 PSF d. Exit Facilities - 8• S1w�r�f d�aac �Lsl], be � � ' �. a+� snd �s�d �q. �s. ify�Yl�iF. . . (ivbby, corricbrs a statirs) b. n�c �hail be � ana +�d � w s��i[�i+�ii°=.eat °6'4it '� sl'�rl�latl�l Praatiss of the StiMl -Ddk fuslitu�. • xestaurant s Eaz: . . loo PSE� e, Nau#og pacc�as .r ip�.r�. p�a�. �a i.t�i�iiti �.•b� �alrt:a la •�w �'�,, e. Audit�oriwn. . . . . . . . 5D PSF i� ���• f. St�ge . . . . . 125 PSF` / d. Drlc � L� attar.Lad te auFP��E �� !il► ■ �1�1 +Md�a��� �i„ g. Fly (�id�over Stsge . � . . . 60 PSP� . _ , . . _� __ . _. . . d� h.. Wirxi. , � ,Wind Pressure Map Zcme 30 PSF STF.N:[� 3DI3i5: ,» "'�.-' • , , �, , _Q�• ,« � t ,t_ � ��� .� _ i. Lat,eral Farth Hquival� Fluid Pi+assure . . . 40 P .C.F! a. S�e joist.s shall -be iesig[�ed, fatg.YcaUed. and e�eoLed dode of Starid�trd Practioe of ttle Stee]: �tif.st Iristi�tvte. � +� �� � ;� � FDfA�IDATICJN �I(�1: b. Prw4de sF�ial end bee�ri.ngs anc! tpp �ib1tl exten�icti� �d e�cbii�d �c#s aec `i�e�ad ch . the c�r � -: a�'S1 ea�gn��ooti.rgs is based an a ma�ciman alloweble bearing pressure of 4000 psf � the c. Prov�e oent3nuous bri for a3:1 0 . nat�sal imdistuzbed soil , or qoaipne4�d stri�ctuta.l fili , belaa froat depth. d9�3 7 i�fis in �oap�'�e w�5lsh 3`7i �Sk��ta• . , b. IaefPX to #oi18 repDYt nDr 39r562 by Chen S A3se)aitit7es� I7�. arldyDTB 9ha13 b2 SuppllCd by l21e jer33t s�ip�fi::i62' eTtd 3�ts�.�ld by i�e A$m61 �' '8�' • e. Soils enyineer shall verf.fy so=1 aondiCions and types dta�ing exEavatioti. d. PioVfde het�n eho� acbens.i.ons whsre tO t . �� � � �` ��l• REINL�O%�D COI�Z'E: ' ' ' a.�D�ign is based on "BuiLdfr�g Oode IEaq�ure�ttB for Reinforoed O�c�+ete" (ACI 318-77) . �J� M��� �5 ��e maeonry st�o-1� be i�ghta�eiqht u�c+� ur��q t� � e9o-7o, Ga�c�ete wo�k shn):3 accaifol�n tie "Spet3i�ivntions for Stxvettni'Gi Caai�ete far Bui3.dings" a. Iia Aw }�ear ' ta e (.�CI 301-72 , revfsed 1975) - (�ai3e N. �3m�n uilsiaa�$s ssive a ��� ' �� y b. Structural oone.�ebe sha�i have minimm 28-da °� � �pdtCl�nd� � y c�reasive strength of 3000 �i. b. Martdr �hail be R'yp� $ o�tliiaCing af a nt�e o!� �tbed � �nd c. Detailing , fabrit#�£on, at�d plaaement of z'e3;'►fnrcitig stQel shall be ia wtaooxd�e with a99x'+e9�7e and ooniv�s�tning tio ASTM e270-73, � o�t Yi1�bR useQN,; . �cq� • the rt�nual of s for shau nat 3�e aaaea r�or any reaerx, urtiecs apptvv� by rt,e � �ae s� _ Ye Stit�le {�L"I 315-74) - i800 psi. d. I�infarcing bars� �ts�AST��P�9; 1 � ties, field- - �: � . c. t far 1int:el.� . tx�rd bee►n timi.ts shilt2� �be bent �ars , or bars tei wieided which shall be GYade 40. �P pkt�duoeti f� sff��d a�y v�ed t��s e. At splices , lap ba 3 etaetecs. At norners and int+�rseetions, malce hozizontal bars wIi� p�'e-CUt 1mo[d�-ou� deqes waiis + �t� f!� aosrtinuous or mni�tling c.c�rner bars. Aroud opmiings in walls and siabs , pnovide d. �t�tvut ueed im m�srns'Y wa�ls �►'d lalc�8k �1.1s 1 be ep�Y�lID � 9�� i!f ��d b}f ,A$TM C�l�-91 2-#s, exrxnaing z �-o beyona edge of oper,3,ic, Plaoea .hy vibratitig or puddlins. If �3£te el�d 4 fee�. �lr tf�qt�iy. .�ean--eu[� t�es � - f. SUCept as noted �► the d�awirygs, aa�ete pmtecEirn for rein£+6�aa�nt shall be in � P�'��ec� Mil'�i�nm wbe. strength � 2000 �� , aaoordance with ACr 338=77 . _ e. PcvV�de full sC�ed a�t,etr. ,tti .all t� an€1 bet�;�ts.. , AC f. Misiinan oanpi�es�i+we att+engttt �,f �1 wa1� a�8 8h�i3� �e` L" � 2Q00 r 4. Pmvide shear keyra at a21 eFaistruchibn joints and �lsewhere as skxn.m on the drawings. ��]' A E►si. h. Welded wire fabrie sha�5. oon�rm to AS�N A-185-73. . based cm net bedcied area. . f. Anehor bolts for be�n and aolum bear5ng plat.es shall be placaed witl� setting taeplates. g. U'e aont,inuo� horiaontal jc�3�G T�33if�tg 3n a�l. me�rrtfl.y ta�s� � �g �he1i t� j . Pernan�t eomigatsd abeel i`�ns far aa�erebe floor slabs shatl be of the type india+ated ' welSied _�ype �th 9 gage side�es and 9 gage trwsaed car lacl�e �Ml�t , Meut�b�m on the drawirxJs ard �ee�ed a000niing to t2�e manufactua+er' s reoe�mendations. �_:��4 of joint reinl�¢!]9g sh��l bi! 16�; _ d�! sAI.GC.l5T3, /98/ � h. Reinfi�oing bnrs shall qar►f+�1 6c> AS�! 146�.5-76�. G1t''nde 60, e�ifp� �, ; t�fYid-b�tt bsrs. �t �' S"1�C.'lS7R8,L STEEI.: or bars �D be welded whi@i shall be f�3e 4U, , a. Sttuetiaai steel shail be delaf3.ed, fabricated, and ereetsd in aaoordanoe with AISC i. At sp}.ices, lap bais 30 diae�etets. At �s atld ir� , �o�n�$• � r oontirnnus cr pibvide matdiing a�r� �n#�s. �iroF�d , • Specificaticins . 1978, and Oode of Standard PraCtice. 1976. �� �iAe t�°�4 b. Stnsctural stieei mtled shapes. i�rluding plates and m�gles shail c�nfonn to PS'II�I A36. tO � a minimun of 2 ' -0 be}�ond edqe .ta£' opelt�feg. • . ` 11�be shapes shail ac�tt to ASI4f A500 (irade B, 46 ksi yield. Pipe shapes shall c3onfozm to AS1M AS3 (�aile B. � ��it7s� �: � � - , c. Maehine bolts shall apr►fc�m 6o ASZM A325. Bolt eia� shali 6e 3�4" , unless noted � a. S 6 gage and h�eNier shall c�BmdF� tx� AS144 �L570. 5fl k$7: ott�wise. Installat3.�� shali be in a«�prdarn:e w1`Eh AISC "SFtec3fiaetic�ai for Structisal b. Studs 18 gage and l�ghte� shali aot►fofqt �o Ab"II�I 1S57U. 33 k�i. : s Joints Using AS7M A325 ta A490 HE►�Es,',' , 3978. Anc�Cit bolte. shall aonfarm to AS7M A307 . c. Stu3 suba9�►trncbor a'�:1 � h�ick�tg and tii.aek3�g_AS i� i�}taa3d' d. F]tcoept as noted. franed ba�m eo���s shall be de.rAZi� to develop . 6 x WCJL where stiffness of trhe fi.ani �w�7.i as�se�bly �eeV�r �A�.tY3 � isf� et�eq�l� • . W values are tabu1�bad in -tlte �r�l. p4. 2-27ff. �'+�;M!• : e. W�lding shall be done by a oertifled we�d� 3n aaoD� with AISC and AWS speeific�tions d. Stud suppl�er shall de8ign reqiif3Yed �s.� cQe�1gS Nh�e 0� �� fle��d; ; and reornmendat�A�ns. `. � fa bcpensiOn bolts stlal;i be "WF.7 1�" � "1�D I�AD" • G�' $PF�'m�� �4e �YP�-'� 5hstalled itt � ` , . . ac�pmrcSer�oe with �e mea�ufaat�aer' s a. �' �1� a�iLS� .�+d�l!' Unt'� py e�i�s tlstl�l �bc� �r'�1g• i� �n �t � c`__ �t��. �7lltl�t . g. Headed anchor stNds (fi.ArS. ) ad�ail be attaet�ed �'jt s�al st�l vrith equiFment . �'s1Y artdidCec� �eas adequat}e Hrs��Ia��• ' - ap�p�ovad by the Stud �t7�aet� aomv�?d�g tsp 4�' sEitti'uianuf�' s rea�na�daitions. . a SHOP �� � � � °� �P � r S .. � • . . � ��� ��� � � :u . > . _ �.. �� __ � 1 � . � re�isions : a s � i9 c � � �T tem O . •- � =� � ---- --- - - S _ Ev -s 3 � - -�-Ta+r is- �-¢ e ?!3 -- rtv- - 2'3 3=0 I ___ _ i . I 3"'�� � ,i ;, � ; I . i ; I j � ON TF 75 � I I - - - - - - -- - J�-3"' .` ' . �F � I - - -- � - -- - ----- -. 'I_ ' --� _ . � I -�_ � 74'9 - - <N� � 74 - 9 . � -- . _ -- — . r.�i.' � 1 � / � � I L, �i ,� F I �:� 38„ F/TTED ST/FF. ' � � - . _ I � I I � �� --- --- - - ,� . - . a, ! 3g� F/N fP I - - _�� - � � ' � i N. Y i I j z �2 , 2 BCYTS I N I � I� �S�E SECT p'�, "� � fC1C/R SLA9 ARGY/ND � � 1• /'�� 2 QOLTS i ��j � ' ;,r ' � STAGGERED OM TF 75 � = I I � •S3 \� I JOIST BEAR/N('i 3�GOMC. SLAFS I ; � / , � • # /�p * � � , ".-- � — �'��71�0 � - - ^ i - - - -s �-- t� � ONTF75� I : I Z !P 2BOLTS � V03 - - - _ ; . � Z �- �;`I�: . . . . . � _ < .; . -. .L.... . . . .....: . -\ l� ,¢ . i �. H = >— - _ --- -- - — --�- . - �� 7i "- s -�, -. -... ._-- - Sr.oc,cERED _ • . � FFV�MED CANN. � �� 4�� • r� / ' , _ - - ��_ .__ , . . . ,�-,f, � - � , � � N,r �" , - - - ��F V� - , I �� - _ _ - - -- --- - . ;. � ;,, Of Cu� � � FF�M�IED C.G11/N. -d I I 8 �F/TTED ST/FFS- 3 „ • I� li SEE SECT. �q � � � 3� 8' F�N R� � � 3 „ I � OVER COL_ FLANGES g F/N � � � . �I - �9 i 8 F/N l� CONN. CT D SEE PCMICFO.R � ' I� i S/ZE II I " � �� ' __5 � z"= i'-o SEC loN S9 z�=i� SECTION �z�=i_o SECT/ON .(� �� z� SECrIO/V S9 2 = i -o SECT/oN � � � ro �va R�acrioN ADJUST LOGqT/ON � SLAB EDGE --- -- ' TO PRpV/DE / " GAP BETWEEN � \� ' � " /O K/P REACT/OlV /� �� �� . ,� R W/TH ---- - � ADJA�CENT BU/LDING SLAB -- -- � 3 � , ` z" 4 � �TS 2- L6x3� x5/6x0 �4 W/TH ONE � � L 3x3,ZX //x0-(o WlfH � �, 3�7 � SEE PL4N �- -9� ' � B�LT THRU ONE ih 3 / �e-- - �4�� � BOL7 THRU ONE WAV - - I WAY SL07TE0 HOC£ L4x4x g l�,Z � EXP. ,� • , �, \ FOR ELEV. BOLTS @ 2 O � � � "M/N � S�OTTEU HOLE (04=3 � � � -- - - -- -- — - �I ' i CURYED ' �r j� __ STRl.�CTURE BY OTH£RS � - - i � ; �SURFACE � = --- � � 7 `r =-J a0 ^2�/oLEDGERW/j d - - 19 - -� �' i � � -- N�I NQI"E ' ,V� ' ,S �� �XP BOLTS@ 2'O � "�-� Q�NC `� _��--_ ' - SEE SNEET S¢ FOR � '` • • ?9 ; � . 4 � r . � . �� � ' � z- .� r e � �__ i � N • � , I O REACTI I _ � SLAB OYV TF7S p , I � N RIZONTAI OlY � � r w _ I • _ ! i I O bnl � ✓ER @// "" 111 �-•' � 1 �,y . C�j� � �3� 1 � 6CCCK oUT WALL 1bP /�OR W8 ONL/NE M. !�, ' � to - 6 6 � 6 ti �Y ¢�� �� �� % Z 6u �/L : F3LOC• - OUT W/ T/� CONCRETE \ ir � . I'@M1/ . � +�-�-- - � -_ _ r_ - _p,A _ - -- - > �_ =�- v= ---- --- - - AFTER WB /5 ERECTEO_ l �O� G ' 2- 4 Z - 4 �4��/ O-� < ' --� _ - � _ .. _ __ i �� 24 Q IS�Ot1S ' -a --�-----��� — �-- -- .. _ � , � , i ; _ _ sEE -- --�_ . � -- �__ , �EE no. s item � E i /� T � ; � � i ��/o �4x 3 � O C'' /6 " .�ry� i ` \ i � � ' , � � � -r 2- S Tot� ' so �o -� ' ^' ; ` So ' o ��- 4�4 � j � a- - -- *- ; - - -- - - - - - - �4 -- -- - ---- ` - f - - -p-- - � - d � � , i d-, i ' ' u , ,� �rs�.�r - dG � -� �+ � � � � � .�,. � � i � z ' : 4C/'J�� ¢ x 4 -6 .''.'. /O _ i _ . , -, ' . , �, ; . - � , _ � i p ' l9 l9 W :� \� � - I i � � ' '� � i " _ - . `� . I SEE 9 FC� `c ,V ' SEEPLAN I � � I y�- - - - - , - i � , - �CON,tiECT/ON Z-n¢ M/D - DEPTH - ` N t, �. ��. C �� " �$° o : � { FOR STA/Q CCWSTQ(KT/ON, t - - - -�—_-�- - - . . , � • � � ,• , 9� 4 /�0 8 57'S -� — - SE T. � ��t li. 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' �- 52'/!� �X xo = 9 ,__�_ - - � � / ` � �4r � � /6„ ;� q; � � � �_ g 6 ¢ H.A. s_ � 2-/��?4__ � � � (TYP WrIERE SLqf.i � , ; �'V � ' - /,� # ' �• `s�� 2 �_ / � O �`' " - - -°- " ON i�Y ,Q TY� i � l � 1 5@4 -O INGRQ(1rED �I M SECT�ON =_ _ :3F1;/'s� s1LL O I 3 ��on.'C�. COl'_`-,�s �'�6 � 3 � ' - Y CELLS, L /NE I F/RST � � GRADE .CiE'q/y� � 4C /O EACN WAY FO.�F CCL _ -3A�E 4z M/N. PqV/NG SAN�OIIJ LEl/EL 8 ALL MA5C�1/RY _ F ' �- MEM,B/+ANE. S�'E ARCH/TECTS B�EMEM LE1/EL ONLY � �I I I' t I , , , . ,`R � — - �. C_k7ER OFWFILL � , � . ��6 ' - R; .4"�1KiH :N��T �.4�L.` G,4� Y": C�,1 " ! -« = Z'� x ' ¢ x0 -4NAS. E2�0 ORAW/A/GS FOR DETA/LS, i p `� ¢ 4 ' 8 \ � ` PoCKET WliLL FOR ELE�AT/O/yS B SLQ°E) - � ,. � � , tt4x ��� @ /6�� 'I / , L� 4 x 3 x 56 WiTN NoR/Z- i l3EAMS. GRGYIT SOLID � ` ,2 �� �4 .BOLTS i I� • , �ALT. D/RECT/CN� � L fC, 4 BpC.TS SLOTS FO�Q 3 f.3oLTS �� � /� �� /(Ey , ,q\ . \ � .� ! 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TYP/CA� � �'' #4 � /6 „ t >�' � �4@ �6 „ Fq�TING A7 F17.9 ' --- -- - i- ` � ! �J.� �^v7"Lti'G PRO✓£CI;O/V, I 't4 � 9 ' TYP/CAL � /, ' TYF AT ALL GYALt�. J � ' ' � % �, �� •• ' c.� _:, sNCw;v orhr.�w;s_ - UNES .24 � ZS I . ; s' � 8 �_ B B" _ : . , - � B' ' � 4 ` SEE SECT. % G_ FoR f ,' i ; - � , � -'� TYP/CAL �d� /z�� WALL , � 1 ,— � � I � sECrioN � �z � -_o � S � ` - RE!NF, _ I I �� ,� _ �E S� ' — ' - ` f`- '�" �� , ' � ' - �� -t — ' �6 �� � - - - , �5 ; . : - �: :- :. , _ �- �� - 9 � �, `� : - J � --. . - � . _,: , , ��G • Sp -p � ' ` � i � 4 • � �' r,- S � i _ � �_ , i � . . - . �r , ' ���'F " S --- T`i"/— � FGl7T/MGATG27.9 � EE SEG - '> — _ _ — —1 �5 ° � _ :�s �': O SEE SECT.�G� o ! ' O ' : I � ,. ... ` > . - -_ - '� � � `� � � I ' ' T ' � � � � SE i "y _ _ , -. . , , ; :: , � i i , � / E SECT� �• p : FOO,';ti`G Ar F24 I � - �— � v -�_ ' � – - . —� I :' � ' , i i `' � � ' , .i ' FOOT/ AT I23 � \ � � \� ��,� � l �C4x5.4C4- O� EMf3E0 3 . � • _ _ " _ _� G �1 �. ,�' � � � � roor;N a? �a ! N; �,-�� � � �,�}�i MIN. /N BOND. BEAM �: _ _- -- --- � � a I .Z- °5 CO✓YT. lN TYP. @ ALL 6�SEME/VT SECTION �j • 2�=/ � O � � ,80ND BEAM - - � � WHLLS UNDER STEEL = ; i I i i BE.VMS � -�� - - -'-- - - - J E „ � 1 , � — � y, ; ? .SFCT��N � z = / �- O I #s @ 4 ' v iN _- , #5 c� 4'o �N SECT/O/V s i2 " , , o � . �� :�° GROUTEp CE�LS � . GROUTED CELLS �0 � : '� � � � . , � � �5 x4 -0 �OWELS I I S x4 �O LY�WELS � - . r � � �, �' � i � � ' �0 FQOT/A�G AT M/,2 � I @4�0 � 4�O� TOMATCH . -- �7 _ � � �4�� (� ,Z � Q r v.; i � MASONRY RE/Nf --- - - -- �B � `� p� 36-0 I `t ` � �F ' 36'_p � � : � < , , . _ --- � � !� , � ,,,r � �. � : � � � - ------ - - - - ' , r . � ` , ; : , , _ � . _ . — -- � -- -- -_ ( I ' L4 x 9 x3p _/r ' - -'` {- ! ' I ' SEE SECT C ., — �� c 9 V ��.✓ t ; � ��-� • i -C. � j t S� . � r , ,� - ,� „ - ` v 3 .. _ v- , i r� � .,_ � ! 8 >�a - - - �6 - ��-� � � � 4C�/2 VERT. # , „ EMgEDDED fL 8 x4 ��x0-6; , t, , , .SECT/�lV � 2 - / = 0 � � ; CENTERED 4x5 -�o @ /2 VERT. , < ,2 . 3 ^x4""HA.S. � 1, 0 -J - - j S - ` i ,� � x � � , _ _ _ __- -- � i � '_ � CENTERED. F/ELD ` 6„ : 4" ; � 2-0 ; 1 ' r_ _ 8 T � , - - 4 /6 � , �� 52-// ^- /- 4 (4 S/DE,� BEND /N70 SW B � , , = � i *4 x �� @ /6 ,� :, g ' g -0 (3 S/DES) / �- O • ' - 4„ . � ; Z- p d, • 1,� t : � /t�V �C�, � ° � � r C-/2 �� ` � � - tt4 C� /6� VERT. #4� l2 HORIZ. - --- j VAk/ES -�, U► - - , � fr � SEE �5� ' �•'4 S/DES) /2 �� KEY � CENTEF�ED. TYP/CAL � B�� Wi4LL.S � I 2- 5 CANT , , � �4 S _ : �:.:s- _r 4 , , . ., ` ' ` � � - 4 ^ UNLE55 SHOWN OTHERW/SE , '�p : TOP 8 �BOT. �4 S/DES� i 4 SiDES . . i � /DES � D' - z O � � SEE PLAN � , -� .` , � • C'� BN �� - - - , .- _ �: .: ; - -; _,:. z' : ., - ° ; . , - �.- . - -� , . _ . ._ : •:.•. . ; v . ;._ . Q . : � _ �-- - - ;.W � S -��. . .: . . F � � ; : � , • A FO�T/MG ATI15 i • , ' 3 � � ; . . � L /NES /5 yt 9N . � . • ; . ,_ _ � � PGAN � ., . . , / , - .. . , . � - . . \�_ n - . � c � � , - � � ° - ---- - - . . ' . - - -- - --- " �- �. �� !•c.rn �' � _ : .. ._ �(. . �� ��- � � � a . EE � '�f@/2 .BCT ,6 '`` . 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