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�.... _..^ <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 > � �. . 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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 �'. 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