|
�.... _..^
<br /> --- __�_ _-- -- -
<br /> �__ I
<br /> _.
<br /> _ _.
<br /> T_..... _... a_ - - - _.�_�__�.__
<br /> -- -
<br /> f'c - 300Q psi #'c - 40Q0 psi �--- J�
<br /> -- _ �� ` 6db f�r �3, �4, �5
<br /> . ; BAR i QTNER BAftS TOP BARS QTHER BARS I TOP BARS � , # , # `� `� � �� � ,r ' SECOND POUR FIRST PO�R � ,
<br /> 12db fQr 6 7 8 � 8 x 1 � 2 PftEMOI.DED CONT1Nl#OUS
<br /> H�OK A or G ; o �' cr
<br /> SIZE Ld ' LAP SPLICE �AP SPEICE Ld LAP SPLICE ' LAP SPL1C� �''�f' MAS7iC JOINT STRIP Oft PREMO�DED �,
<br /> � � � � � O ,� O �: `� � d �:; '�.� SEE PLAN FOR CONSTRl1CTI0N JOINT {MAY BE SAWCUT AT SEE P�At� FOR BURKE "KEYED KQLD" JOINT. �-,
<br /> '
<br /> ; �3 16" 'i 21" 28" 14" 18" 24" " � - ----- T' _ � ;` � ;' SLAS THICKNESS OWNERS OPTION}. SAV�N J4lNT SNAL� 8E S�A� TNICKNESS STQP REINFORCIN� CLEAR OF � �
<br /> ` - `+ -_----= s f ` � ;: . � � , � � AND REINFORCING AND REIN�QRCIi�G JOfNT EACN SIDE. �
<br /> _ _. _ ___ .��.__ r � � �.; , ,+,� ' +,� � MADE AS SOON AS POSSEB�E WIl'HOUT � j � }
<br /> ' � , , , _ ,;
<br /> �4 22"�_ 28" 37" 19"' 25" ' 32» ; - � , � � {TYP.) DAMAG� TO �URFACE, � (TYP.} � S
<br /> � �` f
<br /> 5 27" ' 36" 46" 24" 31" ' 4a" ,i,ft, � � � � � � � � �
<br /> # ` � 3� L, I U �
<br /> ,._. �.. . . `tUU"Or � �� � � dU � �U a.a. . ' � • ', ' � : � .°� . , . "'9d" .. ' °a. �d� ' a ' �° .a� '� ' d " : . . � :C5
<br /> . . ...._____.._ �.—_____�._. _
<br /> � 2 1 2 Min. � � � � �,�, #< < - d_,.�,_ ....�._ ...�. ..__..° .�a . ;_�_-_ :,--�----� �< , _..,._...,.
<br /> #6 33" 43" 56° 28" 37" 48" � � -, -� � � a. .�-` �...- . . �. < ,/��`,, I : . . � � �
<br /> A
<br /> ,,` � •cC 'cC � ° •' `7'" ° . < : ,p� , ��''a .� � a a �° � r^,.
<br /> _....___ _.. ._�- i '. b'/ . M {
<br /> } (.� S ��qp µ� 9 '�p 4 � ��
<br /> f 1— i , t-- h- - , �
<br /> I � �� I `� � ` n Q G�l � `` r 1g.. �T � �-
<br /> 1 � � n� �
<br /> �
<br /> - ------t-- - - ,', }� `�, ,i� f,z. � -� ! I � cJ
<br /> STAN�ARD 180 DEGREE HO�K STANI�ARD 9{} DEGREE N�OK � __ �� � E � c�
<br /> i _ �
<br /> D - FINISHED INS�DE BENQ QIAMETER � �, ,,�
<br /> � ! � � � �
<br /> I f 6db far #3, , �5 �l�T 'ALT. WfRES COM�'ACTED �UBGRADE AND COMPACTE� SUBGRA E AND � � � "� �t
<br /> GRANULAR F(LL I
<br /> I STAN(?ARD 180 DEGREE N�{}K STANDARD 9Q DEGREE NOOK 90 OEGREE 135 DEGR�E 12db far �6, �7, �8 AT JOIN7 GRANULAR FI�L # tll �,n c,� �
<br /> _ 1, TENSIQN LAP SPLlGE SNOWN ABOVE ARE FQR CflNGRETE COVER GREATER THAN OR EQt1AL TQ BAR � 8AR SIZE D � STIRRUP N0�}KS f TEES STIRRUP HG��CS f 11ES 135 DEG. SEfSMIC STIRRUPS f TIES ftE: GEOTE�HNICAL ENGi#�EER'S RE; GEOTECHNICA� ENGINEER S I U o ;
<br /> � DfAMETER AND CENT�R TO CENTER SPACING GREATER TNAN QR EQIIA� TO TWO BAR DIAMETERS (SPACING D , A QR G J BAR SIZE . 0 � A OR G i a VAPOR BARRIER RECC}�MENC}ATlONS � �= -�' `�
<br /> A N 4 C�V E R C A S E 1}. T E N S f O N I.A P S��.I C E S N C I W N A B fl V E A R E CLAS S B S P�.IC E S. � VAPflft BAE�RIER RECt}MMENDATIC}NS �
<br /> 3 6db 2 1 4' j 5" 3" 3 2 1 4" 6 [� = FINISHED INSIDE BEND D1At�ETER RE: GEQTECFINICAL ENGINEER , RE: GEflTECNNICAL ENGINEER '�7 �
<br /> 2. "OTHER BARS'� ARE ALL VERTICAL BARS AND kfORIZONTAL BARS WITN LESS THAN 12" OF CONCRETE . ��4 6d6 3" , g,a �» �^ _�4 ' ._.. 3,> }! .--rt-8> � STIRRUP HOOKS/TEES $EISMIG STlRRUPfTIE (6 MI�. MEN.} ' (6 MIL, MIN.) i �� �
<br /> CAST BELC}W TNE BAR. _�... _6db __ 3 3 4 7 - 5 5-- ; 3 3 4 - l�l �
<br /> 6db 4 1 2" y8'' 6" 6 ` 4 1 2>' 1,_0'� 8AR SIZE D D �� DEG. 135 DEG. 135 DEG. SEISMIC NOOK __ � '`--
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITN MORE THA� 12" OF CONCRETE CAST B�LOW TN� BARS. � _�-m— A �R G A (}R G : APPRQ�, N A �R G APPftQX, H } �3 ° �
<br /> � ____. � _ __
<br /> 4. C{�MP�ESSIt7N LAP SP�ICES SNA�L BE 3U BAR DIAMETERS MIN� tJ.N.O. ON TNE ORA�NI�lGS. �3 4c3b 3 1 2" 4» 4' � 2�2�� 4 1 4'� 3 ' I �- �" �
<br /> _ _ __. _ PROViDE CQNTRO� OR CONSTRUCTIQN JOINTS IN SLABS C}i� GRADE 70 Pft�I�D� CCJNTRQL OR COf�STRUCTiON JOINTS EN SLABS ON GRADE TO , � a�
<br /> _. _ �_
<br /> � _�4 _ 4db 2" 4 1 2" 4 1 2" 3" 4 1 2" _.... _3>, BR£AK UP S�AB INTQ REGTAhlGU�AR AREAS 4F 40�} SQUARE FEET (}R BREAK UP SLAB INTC} RECTANGUI.AR AREAS OF 40Q SQUARE FEET t7R � +� '� �
<br /> i
<br /> �
<br /> � _ _._
<br /> 5 4db 2l 2„ 6„ 51 2" , -`' ,> „ , j `�
<br /> 5. DEVE�OPMEI�T LENGTH (Ld} IS "OTFIER BA�S", CLASS A, �_ _. _�m ! -- ---� --� , 3 3 4 _ _ 5 1 2 3 3 4 LESS. AREAS SMAL� BE APPROX. SQUARE AND HAVE NQ ACIJTE LESS. AREAS SNALL BE APPROX. SQItAR� AND HAV� N� ACUTE U ;� � '
<br /> - _ 6 6db 4 1 2 1 -0" 7 3�4" 4 1 2" 7 3 4" 4 1 Z" ANGI.�S. JQINT �QCATIONS SNALL BE APPROVED BY THE ARCN(TECT. ANGLES. JOINT LOCATlONS SHALL BE APPRflV£D BY THE ARCFEITECT, �
<br /> _ ___�_m___� �. c.. __�___� _._ � � � �.
<br /> ��_._ .
<br /> - _ �
<br /> _ _�_
<br /> fi � �
<br /> � � _ � � � � �
<br /> } __ SCALE: NONE � SCALE: NQNE �
<br /> i �--�-.-� � �
<br /> ! � ,_� �r 1?�r����£ �`,:
<br /> I � TYPICA�. �AP SP4�I�E S�NE���.E 2 � STA��ARD ��Q� �ETAI�S � �TI�R�P and TIE ���(� �ET�I S �- i TYPICA� SNRI�l�A�E CQ�TR�� JOI�T S. J. ' S TYPI�A� C��ST��CTI�(� ��I�T CFJ. ���E�{� � {������ �$ ;
<br /> _ �_� C� , C�� �_3 � � � � � � l : ����� : �s�
<br /> �.._----�---�...W_T _�.._.�_ _ _,�.._._ __�._____�� ��._ // ^� � �^'~r���4
<br /> t ; , ..�_ �.�_ t i a
<br /> �� . . . .. .. . .. ... . . . _.._ __. . . . .. ._ . ___.__._ . –____�....._._. _-.. . . .. . . . .. . .. . . . . . . . . . . ._ . _ . . . . . . . . . . . . .. ._.��.�_....�._._.__._. ...._ . .. . . .. . . . . � ' ..� ;
<br /> GRADE RIM JOIST - _ POST P�R PLAN POST BASE 1" AI�SPAC� {TYP) ' ���$F �� �e,;� ���`�������#� ;
<br /> � . . . ..... . . . � � - �'` . � # ��.'��`%S��,.�,r ak`s��.."£��.�.„ a��%�xzf'''"/r��'S.;.3. 'z
<br /> ' �.
<br /> -...----._.� _ .m.._...�_.m.
<br /> + 4X4 ABlJ44 � � X ��h��£�� ,� �' f
<br /> � � - F r ` 1 � SN�ATNENG, NAIi�1NG , ' ���,, � ����.,�.�����'� � �:.>�z;�����
<br /> € - --,-�z_��-�z� _ =�-���z�_�- f�
<br /> � � �t r� �1� �rk it i �t t 1 � AN[} ANCHOR BQLTS " 4}{6 A�3�J46 P.T. SfLL P�ATE � ; �
<br /> I it�i ��r� nri �iri itr� , d � SHEATNlNG, �Al�ING ( P�R SNEARW��� � _ _ _ �
<br /> ��� ��r !�� ��� i�� ` AN� ANCNC7R BOLTS � SCN�DU�.E I 6X6 ABtl66 ' � �
<br /> if4� ru �ni irEi i�u ' i P.T, SIE�L PLATE
<br /> � ,
<br /> � s u� ��t u�� u u ��� P.T. SIL� �PLATE � P�R SHEARWALL � ( ) # � MAT FOEINDA110N � � �.� _;�� - ;_.,. � �� ' �� �_- � ' �1"� ,��,��� �: .
<br /> t � _ 3 � , i i y � SCHEDU�E 2 5 CQ�T, . � �
<br /> `� ?L_ — _._. — — � �!L_ � � �` ������ �a�1��� ,.�� �X$ �1�U�� �t� '° e d. •i {_d. .d .? • � �'• ' . . �� � ,,Y� 1r�''�'
<br /> . � �,! f f u > � �. . I ° < n . . q Q . ,y �?
<br /> � �' 12 MAT FO�JNDATION ( '
<br /> �; J FINISH GRA�E _.. _ _ �'- _ . ----•" --•�-- :Q•-----� , �_ `'.� .�'` `r-4 ` � � � �
<br /> � �
<br /> , POST PER PLAN - L�CATE �. . a � � � ' � -�
<br /> Z i 3--e�c—�E t_. � � �. ��z ' a . : c" . . /J 1+ . a
<br /> f � �� -1�1=1 I I=1 I 1= ' f-- ! , _ � ;i ` � PER ARGHiTEGTURA� �+t�Rtf+ ` ��p q-�,, � . _ `� �'' �^ • {4 " �
<br /> Q- � � , � �i;r _� `..�i. �_ fl: ,d''�.� � j� � — 4� . } t�ltiVt�. � 'cP'` `�T � � R� --�^^ d�� � '_...�..� __..._ . !:` i�y O� V1'�r
<br /> E!1-1 I 1---f i I—L I I ; � — ..L5—" 4
<br /> � .
<br /> � � 1.5 H �`�" «� � ��` a � � � 4 - c� P{?ST BASE S.O.G. -� I �-=I I I-. � =1 I �� I I; � .a. � '4 � a �'�`��L{� r•�
<br /> ea.. � I,�4_� � . ' � �kt v , �..:� ' � �
<br /> I � t'� ° �,� a .�--� � �I � I=� 'b . ° a.a � � " - � p� 12" SQUARE �� I �- � ��� � ���
<br /> --�.- . � a---� ; i - I;, ,�-! I 1_._"
<br /> � t2) #� coc��-. � �--� -= � .� � ' � I� �--� : �, ca�c. ����-�� ,,
<br /> --. — � 1 � _ Q j^�, j'�.� � +} [+/^y 7� ' i---� ��� ��� [^�.� ,�t !! B: PAR Y WALL D: PARTY W L� W STEP
<br /> � —I � 4 "�? �t'Y5 "�`CA .. �G� �� AiL7�f� �� 'd ' ��-n+ �{p � q q� . . .
<br /> � _ 0 1---i �A , . � �v a q°' I � � �...�� �
<br /> � , �
<br /> `$ �y CP.�
<br /> � � � ' � � � �,� . � �- =�Y� ��� � �� � �;� �� --� � ��' �� ' � �I .-, � � _t� ?
<br /> , ____ �-- _ � �5 � 12u (7.C. P.T. SILL PL�ATE � � � � � � .C° � � ,
<br /> , , a . �"= _ a * `� �� T&B �TYP) c�n a- a � � � � � a7 I
<br /> � � ! � _
<br /> \ , �., FOUNDATION ORRIN =� } �� � �5 C� 12" Q.C. � �—� � �5 C� 12" O.C. �" � �.
<br /> cv �
<br /> � , , c.' E.W. T&8 FOU�f�AT(ON ,� �-' �,W, T&B � � � _ �. L_'..,... � � '� `y � �
<br /> � RE: CIVEL {MAY � � 1 -{}` - i 1'-0 - � -� ;� I : ..-._,_ ._..._� _ F; �� �_.. ...� � , <,-
<br /> � -�- � DRAIN RE: CIViL -�- � � cz � " �-.. '
<br /> OMIT PER GEOTECN) M!N � MIN � '
<br /> r u \ � } . � rr � W � �. � �� . dQQ .' d 4, �,d. ..*..� '�.. d 9� .. � � 4—'_^"-� � ,, .'_'�.y_��_ .'.e'�"',� ��.""" «�. V . .. . � "��' � ,
<br /> � � �� � �s" ��r. �ooK #�c��z a.c. � #� c� �s" ALT. HC�OK ���2 o.c. �--- �,� 4 � � . � �. � , �: ,� �
<br /> � �� �voT�: 2-a Na�E: 2'-o I ea'.�o�a . . ..� , . . ° � , �� Q ' �
<br /> (z) �� eoj�oM ��} �� Bo��. � . .
<br /> . #� AT E3.0. WALL — \ r- �'-�� � ��_��' — EA. WAY CONT. � � t �' � � `� �_ -e ..� ° ' _.- �r ' � to
<br /> — -�._ .�..._. _.._. � OMiT WALl� 8c C1JRB C� r (7MIT WALL & C�RB C� P€R PLAN 1�-a�� I � `� ( � — :� �
<br /> 1 t����' � �� � f-�» ,d .a . ' a, d { �`�,
<br /> � (2) �4 AT FTG. GAftAGE DOOR OPN'G. � GARAGE DO{}R OPI�;G ` � -��_� , � -1 I I-.� ' � � �o
<br /> A: POST AT SPREAD FQOTING B: PQST AT THICKENED FOOTING � � �
<br /> iSCA�E; 3/4" -� 1�_��, � 1=1 l I� o
<br /> ; SCALE: 3f4„ = t°_0>' A: 51NGLE WAL� C: SINGLE WALL WfSTEP '_ � � .
<br /> � - -� -- ---� � �
<br /> . � �6� TYPiCA�. STEPPED EO�T1�� ; ; 7 TYP� EXTERIQ� EO�TI�� � 8 T�`P. �ARA�E �O�TI�� �� ��YP�CAI� POST BASE � � � TYP� TN Cl�Ef�ED ��AB a � °= I
<br /> �� �
<br /> __ ___ ____ __ - _ _ -_ 1 � `
<br /> . _ _ —__ _ _ _ — _ �' I
<br /> , , ; � � °
<br /> � � � �
<br /> I ; 1 � � �
<br /> �, �
<br /> � � ; SHEATNING, NAILING AND ; � ;
<br /> SHEATNING, NAILING � � P.T. SlLL P�ATE ,- _ j A�#CHOR �QLTS P�R i "�-�- �
<br /> �--
<br /> 4 SNEATHENG, NAILING S�iEATH[NG, NAILING � SHEARWAL� SCNEQULE 4 w h-
<br /> A�lD ANCNt�R BO�TS t I �5C�18" O,C. � �.
<br /> P.T. SlLL PLATE PER SHEARWAGL AND A[�CHOR BOLTS �, ANa ANCH{}R B(7€�T5 I P.T. S1LL Pl.A� �
<br /> SCNEDl1LE C P.T. SEL� PLATE PER SHEARWALL 2'-0" 2�-4� PER SNEARWALL �
<br /> (2) �5 CONT. � SCHEDULE ' SCHEDULE
<br /> � �5 t� 12" O.C. � O c�
<br /> ,
<br /> , (Z} �5 C�lNT. � � � w
<br /> ,
<br /> E j {2} �5 CONT. " ,
<br /> � ����a o.c. #���s" �.c. (z) �� co��. �
<br /> �
<br /> . _
<br /> ' � , i , ,>
<br /> p� �� , , " '
<br /> ; � � �„ � � � UNIT S�AB E 2 1�T� �W� �� �n UNiT S�AB � � � � � �� � �----
<br /> , ! w '� � !, ' ,� w ¢ � c. . � � w ¢
<br /> � � � � �; '(� �" °_..,'- _ . n-T- �. � E i� S,{�.G� � _...�_' d.' . � , �- � ?�i � �
<br /> A � . � � �
<br /> Q._ _ �. . li�_ '��� .�._..• . t i ' . . �. a . . � 4. d'1 � �..� �. '3_": , s""'{�_ . �'_Q
<br /> , � ( .. . � � Q. ' G � iG. '� , . • ;' . _
<br /> � d ' a � � a -� (S�OPE PER ARGN) ��� ' p ``' a �
<br /> � " . �' 91I � � ..._��_....�. � ��''���:i t� � - ' � a '� ---� " , ' 4� . iil '�i
<br /> y �I � , � � 1{i �'. E�4 q " .� ° � ( a . n -� ! {yi�E11��� 5��1� � � d �! - o ��' ° a a . �{ � '"�' • '° ° n .a :1 _ �
<br /> � ` �. �tIA� tl' ♦ 4� � � 4' � Q 4 . . y a . _ . . . . d . i . .tr�f {,4 � �
<br /> a '-- — —. . �i I I--{-I 4 . v ,
<br /> � n d��� � 4 C � . . . S�.OPE PER ARCH �, � I�� � I � Q e� � � �� �. �.
<br /> ( ,__�,� �'" � r � �� �
<br /> .�� � . Q. - I
<br /> � � �, � d��� �. � �°.� - � � ' E—� ' :��� 4 a� � �s "_`. `��a �t . °� �
<br /> ` _� � ���i 3 � -I I (= ' „ ry� � ---�� .� °�� A��. � -° -� -�' �u°4 . � -' i I--1 ! G� ° d d. ��� � a � '
<br /> -� ��� , � =�i��� ��c�,� o.c. � : .�: q —,—� �a. #���� o.c. -� i I_ ,: — ,� . _ —; ,—f
<br /> a • � � I
<br /> �W T&B �.�'), EW T&B � . �E a � �� ,
<br /> � � �� - � <7�. � � 'A ¢#��� ♦4 � . 'd. . � { � I
<br /> �}l
<br /> 1.1 t 3} � f u 1.1 � t. '
<br /> � � –s � –a #�c��2" n.c.– 4 ,;'� � � � .�
<br /> " � � Ml�i �5{�12" O.C. ' MIN 2�-�'� �� � �� � ��
<br /> i ����� �.c. �w ��e I #�c��z' o,c. ��'—o" -'� `�=E��� I r� �
<br /> � , 2–� F �–o � , � � �_ ; , � �
<br /> � �`�,�'–°� �'–o� i ` � ��
<br /> � �;� �
<br /> I sc��E; �/�" = �'-a" I � �
<br /> �1 MAT E�D�1 PARTY I�A�� � �ARA�E � 2 �OT �JSE� � 3 T�P. �ARA�E TC� l��l� �AT F�C�� TRA�SIT���I � 1 �- � TYPICA� P��CN S��B TO �.1�I1 ` � 1� �YPI�A�. ��I�.DI�� STEP 4.� �'
<br /> I �__� �� , � ; �� ���
<br /> � ____ _ __ �___�_ _ ___�_ � ._ .___ - ___ _ ____ �_ �---
<br /> _______ _ _ ___ _____ ______ _ . ___ _ _ _ _ _ _ � ;
<br /> � � ____��� �-_____POST PER PLAN - LQCATE � PEft ARCN � � �� �
<br /> � PER ARCNlTECTURA� +� SMEATHING, NAI�(NG �4 � C,._,"�' �
<br /> AND ANCNOR BOLTS I '
<br /> � CURB BEYQND , ~� � I
<br /> 0. ,� �, P€�OVIDE ABU P05T BASE Oft , PER SHEARWALL � ;
<br /> � �� '� -- .--.- .-.�� �' EQUIV. AT STRI�CTURAL PQST � NtIQK TOP 8RR � 12" SQ PLINTN W/ (4��5 P.T, SIL� PLATE i ' � �� I
<br /> � C� GARAGE � VERT & (2) �4 E1� TQP � �""4 � {
<br /> � {2) �5 C�NT. # � � j
<br /> i —SEE ARCHITE�Tl1ftA� FOR ' , �5C�18 O.C.
<br /> i PAVING. SLOPE
<br /> COLUMN WRAP INF�RMATIaN AWRY PER CIVC�.. � � � �,_p" .�'-��_ � �
<br /> A: LAN
<br /> __PORCN SI.AB GARAGE SLAB , .• . _ ' "�
<br /> ' , r � . � ��. a ���Q � � � �f* o _' c �"� ^ � !�"� �
<br /> ��-_��� � ( �V
<br /> { ' � � a . �� ( i �`"� "�
<br /> � 1 i � � � �
<br /> T � � � � i�- -�I 1 � � Q 4 �� �E I A: ..a A a
<br /> � { . d� � � � � � �
<br /> , } }. � I . / iI ! �""'�
<br />. � 4 i ` ii ii �\ 7 V �� . d...._._.._ ./ " --.--j ! — �� 4� . � �� a. � Q ?y'S"" :./�� � 7 � R •!'��#
<br /> ' � r a; ' k" i � — � a. �. . � q.a , � =�i�� � ; . � �f�=���=� i �=�������=�f��i � ���i� � �� . � �' :—�� � �
<br /> ;; , ; , # � � � j—]l I I—{ I �; � � . �
<br /> 4 �, � � -� —- = = � .�I � I- �a �
<br /> � Ij ! �a — --
<br /> • � � � � + ��t�� ' I d-Q � b d. � � . ' ( /�
<br /> � � ,_ �{ .� ��'. . .A . .d^.....' ,_�_.G mm —�`S `Q.( T-Q —� .�3F��I—� � ""' ` ��
<br /> /GI yi' `
<br /> � � � i � 'IQ .. ;j•� f � { �� �. 'C 1 . � � . .4 Q .d � Q 4 � a� ��.� ' � 'Q��� � 1^� � �— � �
<br /> � � '�4—! n � • `? . — � n
<br /> � � I : ,a-1 I I,---I I 1-� I I ���–`_' �
<br />� �
<br /> l , � � Q ���W T&8 � `� � � � ���� �s a� �s � �s �s ��� t � � N
<br /> � ; �i�v�s� _ - ,
<br /> ; j cRADE --� � � � _ ��� -� E �---i � �� _t��----i� ' N'"''�►� Q�.?
<br /> � � � ,,_2>, j:� I I,,,I I 1= �.1,--.I I 1= �
<br /> ; { � c�� �� t2)�� �o� ! �'�'.� � W �
<br /> � �I� #5C�12" O.C. �TG P�R PLAN L.___.__�.____� ___ _.�
<br /> �
<br /> � ��_�n ��}#� c� c�n�� ��a� ��}�� eoT ,�
<br /> ` t �'–a� _." �ro� A�so �o� ____-� i � _ __;
<br /> �, I 3 �
<br /> B: E�EVATION `� C: SEGTION � �
<br /> 4
<br /> � ��A�E: ����t = T�-��� �����» = ,,_�fl _ SE�TIO� AT �A�CQ��` PQST � i
<br />� � � � � ��T �SED ,:_�17� POST AT PO��N STE� �A��. ; � � � �EGT��� AT �A�A�E % ��T USED � � �0 El� 8� ��A�E BEA� TIE-1� i #
<br /> _ _ _ _ �
<br /> _ _ �
<br /> _ _________ ___..______ _�____�__
<br /> �_ �� _ � __ r� �
<br />
|