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_ _.______..__ _ <br /> _ <br /> _..._____ � 1 <br /> __�_._�� _ _ _ � { <br /> - _� —._._-- �__-___7�__ , <br /> f'c = 3Q00 psi f'c = 4f�00 psi � 3 � <br /> ! BAR OTHER �ARS TOP BARS 0`CHER BARS' TOP BARS � HOOK A or G 12db ft�r��, #7, �8 c� ca 1 f 8" x 1 1 f 2" PREMO�DED CONTINIJO�JS � SECQNQ POUR F1RST P(}UR E # <br /> � SIZE �d ; �AP SPLICE LAP SPLlCE Ld LAP SPI.€CE � LAP SFLICE ; " ' ��,�' MA�TI� JOIN7 STR�P OR PREM4LDED E � <br /> ' -� � � � p X p ,ri °� � 4 i, �� SEE P�AN FOR �UNSTRIlCTIflN JQINT (#�AY BE SAWCUT AT SEE PLA� FOR BURKE �KEYED KOLD" JOINT. �-+ <br /> � E ri r u r�.. . n T} 'O i� i i t`� <br /> � �3 16 j 21 28' 14 18 24 _w_=_=== cQ.7 ,' � �, � S�AB THICICNESS OWNERS OPT1(7N�. SAWN J�[NT SHA�L BE SLAB TN1CKI�ESS STOP REINF(}RCING CLEAR 0� c� <br /> ; __ __ � �_� ........__. _ .�, ;+ r���� _ + +} , � ,. . �, AND REINFORCING AND REINFORCING JOINT �ACH S1DE. <br /> ;�. ___�� MADE AS 500� A5 POSSIBLE WITNflIIT � <br /> � <br /> � #4 22" 28� 37" 19" 25" 32" � � LL � �k ` ,� ` (TYP.) DAMAGE TQ SUR�ACE. �TYP.} ,> <br /> � i � # <br /> � � I � , 4> <br /> � �5 27" 36" � 46" 24" 31" 40" J � , o c� � �, .-� <br /> 4db ar ( ; C� -� <br />� C.ry �� (� �� � �� . ae ` .� .. .. , .. . ,e'� �...�Q.. � ..a. .�. • . . " a.. a. . ' . .Y . . .a- . . . . . . , � -i�-{7 <br /> � .__ ._.. __. � --rL �L L� . ..GI p d.' _^'4 . " .� d . � ��, ' Q • . E' ..A . . . . � � 4V <br /> ,d . . �— �a d � <br /> r� �}a� �;( <br /> » >� �`� tt � t! n G �JL tYt��E. _„_ . , , a <br /> �� �� >t Y/a <br /> � �v G.� ( �� �� -,—� _f � .. Q. .���p .6 � . .d .. {', A. „w— Q , q� _Q {V . Q �{'_ �.4�..4 O 'd Q� � N .��`+� <br /> �� � '. /. . ..a......�. . <br /> Y ., <br /> .._�� __��._ ..._ r 'c.[ 1 ',� ' . . ,t. • ' s . e : ' �4� ���^C.'• . _ . . o a V - � #�-3 <br /> ^�� � Q � � � � � , , � I �...E{ <br /> t �i y� � c� ,y � � y �� ,�r ��- .�r �. i <br /> � � �T \;,� �T��i fT ' E� j C3 <br /> � . , K � <br /> _.._ � , , , � � <br /> ��__�.. <br /> i STAt�aARD 180 DEGREE NOOK STAN�ARD 90 DEGREE FCOOK ' �.—`� � -.�..__� , 1 I , .l . , .. ; � � c} <br />� D = FINISMED 1NSEDE B�ND DIAMETER � _ i � , o <br /> j �db f�r �3> , �5 CtJT ALT. WIRES —GQMPACTED ��18GRADE AND COMPACTED SUBGRApE AND i � � � � . <br /> 90 DEGREE 135 DEGREE 12db for 6 7 8 GRANl1�AR FILL GRANULAR FI�1� <br /> � 1. TENSI�N I�AP SPLICE SF[f}WN ABOVE ARE FOR CONGftET� COVER GREATER THAN OR EQUAL TO BAR BAR SI�E D STANDARD 180 DEGREE HQ�K STANQARE} 90 DEGREE MQOK i �tf # _ # AT JOINT , � �i� � I <br /> DiAME1�R AN� CENTER TO C�NTER SPACING GR�ATER TNAN OR EQUA� �0 TWO BAR DIAM�TERS (SPACiN� D ( A OR G J BAR SIZ E D ' A t}R G � STIRRllP HUE}ItSfTIES STIRRUP HOOKSfTlES 135 DEG. SEISMIC STIftRUP5fTIES R�: GEOTEGNNICAL ENGENEER'S { RE: GE07ECHNICA� ENGkNEER'S � � _ <br /> VAPOR BARRIER � � .:-} `" ` . <br /> IV A P d R B A R R I E R RECOMMENDATlONS � REC(}MMENDATitJNS •- , <br /> A�ID COVER CA�E 1}. TENSIOiV LAP S�I.ICE SH�WN ABOVE ARE CLASS B SP�ICES. � — ; RE: GEOTECNf�ICAL ENGINEER i RE: GEOTECNNIGAL ENGINEER �'� v <br /> . i _ 3 6db __ 2 1 4 5" _ 3" 3 2 1 4 6 i D = FINISH ED 1NS ID� BE�D DI AM ETER <br /> [ 2. "OTHER BARS" ARE ALL VERTl�AL �ARS AND HQRIZONTAL BARS WITN LESS 11�AN 12" OF CONCRETE 4 6db 3" ; 6" 4" � , 3„ 8 � STIRRUP NOOKS fTEES SEISMIC STIRRUP TlE �6 MIL. MlN.) � (6 M1L. M1N.� � � � <br /> ( C A S T B�L Q V d T H E B A R. � 5 6 d b 3 3 4 __ 7» _ 5' �5 3 3 4 1 0 � <br /> � 90 DEG. 135 DEG. 135 DEG. SEISMIC HO()K ' � <br /> ' �_____ . 6db 4 1 2� 8» 6° 6 4 ��2 _ ' 1j-0" E B A R S I Z E D D � <br /> I 3. "TOP BARS" ARE HORIZONTAI. BARS V�ITH MORE IHAN 12" OF CC}NCi2ETE CAST BELOW THE BAftS. E �R. — � : A QR G A OR G APPR07t. N A {}R G APPR{}Xt N , � � c�z <br /> _ _ <br /> , � <br /> --�_.... ----r— t, ,: �r , �t . , <br /> # � � � 3 4db 1 1 2 4 4 2 1 2 4 1 4 _ 3 PROV�DE CO�TRO� QR CONSTRl3CTf0�( JOINTS IN SLABS 4N GRAdE TO PROVIDE CONTROL C}R CONS7RUCTlON �OINTS IN SLABS 01� GRADE TO � � a�.� '� <br /> 4. COMPRESSION L.AP SPLICES SHAL� 8E �30 gAR DIAMETERS MI�Y, U.N.O. t}N TNE DRAWINGS. � — _ _ _ � � <br /> I � �4 4db � �'_ 4 1 2" 4 1 2" ' �'� 4 1 2" i 3>' <br /> � � 5. DEVE�OPMENT LENGTN Ld IS "OTHER BARS" CLASS A. __ _ _ _..__ ! _� �__`�db _ 2 1 2�" �__ ��� ___ 5 1 2>, '�3 3 4" _-5 1 2" 3 3 4" i BREAK UP SLAB INTO RECTANGt1�AR ARERS OF 40(} SC�I�ARE FEET OR BREAK lJP SLAB INT(} RECTANGUI.AR AREAS OF 400 SQURRE FEET 4R � -� � � <br /> � � � � � , ;-» �-�--� , „ �, - �ESS. AR�AS SNA�I� 8E APPROX. 5Qt1ARE AND NAVE NO ACE�TE LE�S. AR�AS SHAL�. 8E APPRQX. SQUARE AND NAVE NO ACUTE � <br /> . _. <br /> ; 6 6db 4 1 2' 1 -0 7 3�4 4 �2' 7 3 4 4 1 2 IONS SNALL BE APPR�VED BY THE F�RCHITECT. ANGLES. JOIN� L�CATIdNS SHAL� BE APPROVED BY THE ARCHITECT. � � � <br /> —�— — _ - ANGLES. 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SH�A�N(NG, NAI�ING ( �� v �� <br /> ��.1� .�r, :�r; r,�� i`v�i SNEATH�NG, NAILIE�� AND A�iCHOR BO�TS �."�„����� .�x��.��,w���� :.U.r <br /> 4X6 ABfJ46 P.T. SlLL PLATE <br /> ��� i�i r� i x i i x i � PER SN�ARINAL� � <br /> in� ini ii`�; ini i;ii AND ANCHOR BO�TS P.T. SILL PLATE � � � �- �-' <br /> � � u u i�u ii�i it q �u � ` SCHEDl1�E <br /> � _.__ � __._n � , � __--z-�______ ' P.T. SILL, PLATE SCHEDU�ERWALL � 2 5 CONT. 6X6 ABt166 `' �. �� . �q,, <br /> , � � � f--MAT FOlJN0ATI0N ! : . ! <br /> d �� � ��"E' �. <br /> } �4 y .'°""'• ♦ , """ s i. . 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('�I �: � � � �� <br /> j � — : � ,. _ = B; PAR Y WA�L D: PARTY WALL WfSTEP <br /> � � �p � _ {2) #5 CON7. 4 � � � � � t , �, r ' r <br /> \ _ o i��� °. .. Qa- � o ,; 4 :�, I <br /> � ....�. .— � � �� ; �� � ��� � �; � � � �� _� � �=� � � i ' ; . � �I <br /> � }� � Q 8 <br /> O <br /> , ; � _ � _ a � �_ _ 4 � `- � .I- I � � �#5 C�7 12" O,C. P.T. SILL PI�ATE W c� � � � `�' z � <br /> � �' E T&B {TYP) x "- i --' �-- .� �' �- � <br /> �,, �v F0�3NDAT1(}N DRAiN �I � �� `-� �5 C� 12°' O.C. ' i I=I � �5 C� 12� {�.C. # Z � � � ------s,,. ' v� t� �. � � � cv <br /> � l � - . . . <br /> \ c� � - <br /> f \. � RE: CIViL MAY � " E.1�. T&B � FOUNDATION , �' E.W. T&8 � ¢ � �"' `� <br /> � i � 1` 0" i'-�0' -i : I _; — _..� a c, �" `_" <br /> ; �MIT PER GEOTECH} MIN "' DRAIN RE: CIVI� � MiN �' 1 � ° � - a 4 � ! � ;� �� .� . � <br /> \ ' i � �, ° � ° ,, � t � ; �= <br /> 5@12" C?.C. � 5C�12" �.C, ` � +� � • � � � <br /> � �� �tr ` �5 (� 16" ALT. 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SI�L PLATE PER SHEARWAL� � 2"_0„� PER SHEARWA�L � P.T. SILL P�ATE � <br /> � (2} #5 CONT. � � # SCHEDULE ; SCHEDU�E ; (2} #5 CONT. i �5 Q 12" �,C. � � w <br /> , � (2) �5 CON1�. � <br /> , � �5t�18" O.C. � #4C�38" O.C. (2} �5 COIVT. _. _ <br /> , , , ! <br /> � � 2'-p � � 1 -0„ <br /> ' � � 2'-Q" 2'_p" <br /> ` � � vs , � z � � UNIT SLAB I ��'_Q" UNET SI�A� � <br /> � W +fi Q � <br /> ! � � <br /> C1- � GL' liI � I; p�„ � i t � , v. . �. � � i ('�/'� . � . - ��" � ' ' G�1. Q �i) <br /> ......3_ � <br /> d, � �.1/.V. _ . �y.�-m.m. <br /> , � , � � � �' ' ~ I I' .�- .�i a 4 � I I i <br /> k' � , /�('� [� (� hp(��j . � <br /> a. � j q ' .. . f I ..:�, •--`-- • 4� Q ' Ll . � 4 , . q ' E�, ' � ���VF-� C��I1 t1tltrt I� G� �Q '� � ' .. .� � � � Q ,�� `�^- � ♦�� ,y !.;3 . i a <br /> . � ,��,. . . ' ......,.�4 ..� E� ,.4 J-. � ��"-•,�^---� Q � -• � I . . . ' � ,�,,,,,�-,,,� V�.--�- . . ,�� � � .. � ..��� _ � . ' '� '� - {�I T^t <br /> � � p . <br /> .�7 j�� <br /> ,� � qE� � e � a �. 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