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<br /> NOTES: 3/4"� SM(}OTH ROD � 24" NO�: NQ�S� NOTE: MAKO S"T�L IS NOT RESPONSIBI.E FQR M4ISTURE COMIN6 THROUGH OR FROM CONCREfE SIABS. �
<br /> 1. JOINT LOGATTONS SHCIWN ARE RECC3M�iENDATIONS 4NLY. CONfRACTQR lS RESPONSIBLE FOR �„ �� OC W/ "SPEED DOWEL" OR �. �OR 'LA SPLICf SEE DETAtL 8�Sa1 (MIN 2'-0" L.AP} 1. A MIN 3° OF CONC CO'VER BETWEEN STEEL AND EARTH. �
<br /> PROVIDING SUFFICIENT SLAB SHRINKAGE J0INTING TO PREVENT UNACCEPTABLE CRAGKING. REINF PER PLAIV 2. INTERLQCK ALL CORNERS RWD 2. IF CONSTRUGTION JOINT IS USED, PROVIDE �4 TiE BARS FROM 3" FROM THE BOITOM OF THE �
<br /> CLR CL� AN APPRQVER EQIIAI. i�i'ER�ECTIOMS: NO TOOTFIING AI.LOWED "�" "L" FQ�TING BENT 90' RND EXTEND 24" INTQ THE SLAB SPACED AT 24" (}C. - �,k°-�- B�IhfGjSHEAR WALL Afi =
<br /> ALL JOINTS SHOULD NOT FALL BELOW OR WITHIN 18° OF A POST UNE OR BEARIIVG WALL, � FF 3. CONSTRUCTION JOIM' �tUST B� CLEAN AND ROUGH. I, ;
<br /> - - 10'-Q� OC PER PIANS TYP �
<br /> c� ' �� 4. GC1hITRACTdR TQ PROVIpE STIRRUPS AS NEEE�EQ TO KEEP BARS IN PIACE. j �
<br /> 2. SAW CUT JUINTS AS SOQN A� THE SLAB WILL SUPPORT TNE WEIGHT OF THE 5AW AND w =.-- -- �- -��� F- i , �,.....-, ,
<br /> OPERATOR WiTl�IOUT �ISTURBING THE F1NRL FfNISH. THE DEPTH Of SAW CUT JQlNTS SHALL BE �. ��-- � �'"i-T��" a ADDITIONAL I » �
<br /> . .�...._- � _._.-.,�-=-
<br /> 1°, Uh1LESS OTHERWISE NOTED. �'w�` � -� ' j l � . �� , � 1 1/2" ' T; SLAB RE1NF A ; 'I I #4 BARS AT 1$ {}C
<br /> _ ,
<br /> � � PE#Z Rl.AN �5 BARS AT 1� � i I
<br /> TRAIVSVERSE
<br /> � ALTERNATE DIRECTIt3N � a � i
<br /> . � � 5'-D" L4NG �
<br /> 3. OPTIONAL• PREDETERMINE CJ LUCATIONS PR10R TO POUR AND CUT SLAB REINF�RCEMENT OF2 y. , TNICKEN SLABa �i J j� J , � FF , CENTERED UNDER , ! �
<br /> S T A R T A I V D S T O P S l.A 6 R E I N F 4 R C E M E N T T O C R E A T E W E A K E N E D S t A B P L R N E F Q R S L A B P E R P L A N i� M I N 1/8 x 1 1/2 i ��, � ALL BEARiNG WAILS �I �' �5 BARS AT i2A OC Z
<br /> G(3NTROLLEQ SHRINitAGE. SLAB REINFORGEMENT CUTS SHALL SEVER EVERY C3THER REBAR y TODLED JOINT REF: NOTES � _ I� -: I �,'� PER PIANS � ' ( LONGCfU�INAL =�a � o ,^
<br /> T H A T P A S S E S U N D E R C J. 1 8 M I N H O R(Z O M'A L R E I N F M A Y I I a.
<br /> BE CONT. dR AQD BARS �� � - _� � ,. . .•'; ! I � �o� ry �
<br /> 4. LENGTH-TO-WIpTH RAT{0 6F JOiNT SPACING SHALL NUT EXCEED 1.5:1. �{E SIZE AN�S� OWN INTERSE -' � � ( � . i � ; �Q� v �
<br /> O4NSTRUCfi14N JC�IM Vcrio� s��vc� u��R caRNE� �(��
<br /> .�, A�R • �'! � — _ — � ��o_ LJ �
<br /> �
<br /> 5. CQt�TROL JOINT (CJ) SHALL BE SUBSTlTUTED FOR ANY GONST JDINT �MiTTED BY COMRACTaR. 5AWCUT CONC. SLAB - � �`y' `� • • • � • . �> REBAR �,, ��� � o
<br /> PR�VIDE D(3WEI..ED COtdST JOlNT AT THE END OF CONC PLACEMENT FOR FACH PQUR. REINF PER PIAN , I W Z 3� � .,, ' . �a� � �
<br /> REF: NOTES =--- � ---- �g c� . � i� • .� � . � �
<br /> ti - - �---- ` �-_- �_... --# 4 Ct�NTINUOUS � � °�^" �. :. ��'� Q�
<br /> �. � —-- i--� � J F– - . . � : . • ' �� n�n Ri
<br /> �
<br /> ' " " SLAB PER PLAN �- - - I I =`'� � SEE SOIL z� 3 w - � � I11�J I � �
<br /> 6. PRt�VlDE 2-�4 x 4-Q ��}NG �r 4 OC AT MED-DEPTH OF SLRB AT CORNERS OF BL�CK-OUTS � � ; ,_..�..;�.,._... �� �� o� f e �_ ; i z�o � �;�,.
<br /> �� `� ..�� �. ' 4..-- -,--� � , I REP4RT FQR o W _-
<br /> ANi3 AT RE-ENTRANT CORNERS WHERE CJ'S Dt3 N4T OCCUR. i I FF -) _. _� �� -. . . _ . , �
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<br /> : ,,, - I � � I �� � RECUl�1�ENDATIONS � m� - - - - : .__; y�� ti
<br /> ,�� = � �' . 1 �I Cor�s-�Uc-nar� ` I � '�`�� �
<br /> 7. JUST PRIOR T!J PRQJECT COMPLETIQN, CLEAN OUT JQIN1�5 iN ALL TRAFFIC AREAS WITH pRY J�`�i' -"�"�"'��"` � � �� �i d'� � �
<br /> � `' � I JOINT VARIES PER o� � �
<br /> C O M P R E S S E D A 1 R, A N D F I L L J O i N T S W I T H A N A P R R O V E D J t�I N T F I L L E R (R E F T O A R C H S P E C S). ` ; �I II {,E .� (OPTIONRL} QIRECTI{?N REC4MMENDATIOhIS PER PLANS ��� � �^�
<br /> � i � A N D R E I N F O R C E D C 4 N C�E T E � � m �
<br /> SUB GRAQE ( � I F4UTING REINF AND CONCRETE SLAB NOTES' =o 0 0 `�
<br /> L^ �--�,,-�- FfJOT1NG WiDTN PER PLAN ��- � -�
<br /> `��� I N T E R S E C T I O N ��1� �+�R C O R N E R PE� � NSTE: 10 ON SIiEET Si.1 �o� � �� �
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<br /> T Y P I C A L �L A►B J�I N T T Y P F+C X�T[N� R E I N F C}R�I N� L A P C�3 N T F�T I N G V I�1 T H 1.5� R E G E�� M A T F D U N D ATION �LAB � ?�� � �
<br /> `� � 2 p�� �
<br /> 1 1f2"=1'-�0'° SCALE: 1/2p = 1'-0" SCALE: 1" = 1'-0" SCALE: 1" = t'-0" �a -
<br /> NOTES: � CMU WALLf FfG NOTES: � CMU WALL/FfG
<br /> i. SPECIAL (NSPECTI�N iS REQUIREI� , 1. SPECIAL INSPEGTION IS REQUIRED
<br /> FOR MASONRY PILASTER. � FOR MASdNRY WALLS. �,�
<br /> MINIMUM END HOOKS FOR ALL RElNFORCING p�ppMEM [.ENGm, GR 6o REBAR �AP LENGTH, GR 6o REBAR 2. SEE REINFQRCED CONCREt'E NOTES �'� �dN� pf� 2. SEE REINFORCED C4NCRETE NQTfS 4 _ MASONRY WALL BEYOND
<br /> BAR "D" ��DES CONCRETE AND CMU BAR BAR 4N SHEEf Sl.l. ' ' �'E� P�� ON SHEEf St.l. , PER PIANS
<br /> 180' H�OKS 9Q' HOOKS 135' SEISMiC HOOK 2000 PSI 300Q PSI 3500 PSI 400� PSI CFAU 200� PSI 30�0 PSI 35C?t3 PSI 4(30{? PSI CMU* , � � !
<br /> SIZE fNCH A or G J A or G A or G H S1z STR HOOK STR HnOK STR HOQK STR H�OK STR H4dK Si� ST[3 TOP STD fi�P STD TOP �Tp TOP WSD US� � I� �( ;' ' �
<br /> #3 21 �27 13 17 12 1f 12 15 18 24 ti" GRQUT U�1DER PIER � � � 1 1f2"x18" SLAB RECESS ( � 1 1/2"x18" SLAB RECESS
<br /> #3 2-1/4" 5� 3" 6" 5p � 3 2# �3 2Q" 10" 17" 9" 16" 8" fi5" 7" 1$" 12� " " " " " � " " " " ` � . $�j /� ��'{'
<br /> b b tl H M tl N » A M p N R M .H fI q f1 �f M t! s1 I� � N 1 ��� !I� LOIY I i �
<br /> �4 3 6 4 $ 7 4 1 �" #� 27 1�4 22 11 21 1(? 9 9 1� 24 17 #4 28 36 18 23 16 21 16 20 24 33 � � ( � SLAE3 REiNF PER RLAN ' SLA9 REINF PER PUW
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<br /> �5 3-3/4 7 5 i 4 8 5 1/2 #5 34 17 2� 14 26 13 24 12 30 21 �5 35 45 22 29 20 26 19 �5 34 41 SEE ARCNITECTURAI. � SEE ARCH�fECTURAL
<br /> �6 4-1 f2� 8pM 6» 1'-0" 11" 6 1Q 2n �6 41" 20" 33" 17p 31� 16M 29� 15p 36„ �5M #6 42� 54" 27" 34" 25" 32" 23" 30" 36" 49" AND CML DRAWINGS !l��.l'` � I AND CML DRA111fINGS � � � �
<br /> H ) M M b N it X M M . 4 . .....`:.� , .
<br /> �� 5-1 j4 10 7 1'--2 1 i 8 #7 50 24 48 19 45 18 42 17 �2 29 #� 59 76" 48 63 45 58" 42 54 42 57 � FG ,—---� �c ' -�
<br /> p M M f i� > A f� M M M !! M A „ � M M� O 9 i1 M R 71 A ��:.. � .. ' � I '�' ... . �.� - � . .. e
<br /> �8 6 11 8 1 -4 1 -3 9 �$ 58 27" 55 22 51 21" 48 1 J �{3 33 �8 67 87 55 72 51 66 48 62" 48 65 i ` �' ,
<br /> #9 9" 1' 3" i' 4" 1�-7" N A N A #9 65A 3i�" fi2h 25y 57" 23" 54» 22p NA NA �9 76# 98� 62„ 80n 57� 7�4n 54� 7Qn NA NA �o . . i , �W _ ,
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<br /> #10 1�" 1'-5" 1'-2" 1'-1Q" �10 72 34 69 28 64 26 60 24 NA NA #1� 84 1Q9 63 89 64 $3 60 77 NA NA � �� 4TI - � �� ; -
<br /> � � , n � .. a�p� _ I (1) �4 CONT ��o�
<br /> �1 i 11 1'-7 1 -�3 2 -0 � LAP LEt�GTHS �OR GMU ARE SHpWN FOR WORKII3G STRESS QESIGN (WSD) � � �
<br /> �14 i 7 1/2 2'--3" 1'-1 Q" 2�--7" A N D U L T I h�I A T E S T R E N G T N a E S I G N (U S D� M E f H 0 I 3 S. U S E T H E (W S D) M E M Q D �,.�,,�� � ` � I . � „�o� , I . ({�P T I O N A L�
<br /> � p , „ � „ Y SEE SC EQ FOR 7HIS PROJECT. ��;� *'> _ �- ��-- ���� . � � ; CONSTRUCTION
<br /> �18 22-1 J2 3 --0 2 -5 3 -5 a c� � aa Q - - -I-- ,� aQ o ---;-- JUINT
<br /> �Q ¢ � (QPTIOIVAL} � �
<br /> � , � - CONSTRUCTION � ' '_
<br /> DETAILING }���K �ETAILING ,� � �, � 4db
<br /> JOtNT z
<br /> � DIMENSfON a � DIMENSION J � ��Q't3 MIN. 3'� �
<br /> � � a w f FOOTING Dt3WELS FO(�T{NG WIDTH F�OTING REINF FOOTING WIDTli FOOIING RE9NF U3
<br /> � � 'I� PER PLANS PER PtAN
<br /> � � d A o� G � � � PER PUW PER PLAN PER PIAN �
<br /> 4db or � �b �
<br /> 2 'I 2 N Q W
<br /> MlN. LTC� RE�pR T1E�, HC�K�, BENL3�, LAP� g MA�t�NRY PIER F��7TING � TYP ��UTING W'�H �LUPED REC��� � �,
<br /> MAX TRAN$ITION 1$0' END HOOK ,�Q' ENa HOOK ��' ,���,� ��K � _
<br /> NTS SCALE: 3/4" = 1'-0" SCALE: 1" - t'-Q" �
<br /> '�
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<br /> �O�S: NOTES: NOl`ES: � '��'
<br /> t. SPECIAL INSPECTION IS REQUiREd � CMU WRLL/FTG 1, SPECIAL INSPECTION IS REQUIRED � CMU WALL/�"(G �
<br /> 1. VERIfY CIEAR HOISTYVAY AND RIT WIDTH AIVD DEPTHS WITH E�EVATOR MANUFACTURER. ; E- U
<br /> �5 VERTICAL REBARS 2. LOCATE SUMP PtT PER ELfVATOR MANUFA�TURER AS REQUIRED. FOR MASQNRY PILASTERS. FOR MASONRY WALLS. ;. _
<br /> 2. SEE REINFORCED CONCREtE NOTES ' } � 2, SEE REINFORCED CONCREfE NOTES j�� ;' �
<br /> (ONE PER CELL, �
<br /> � I t�4ASONRY WA�..L MASQNRY WALL W
<br /> 12 fiOTAL) TYP ON SHEET S1.1. ,� PER PUW ON SHEET S1.1. , PER PtAN =
<br /> RER PLANS
<br /> (VERIFI' W� ELEVATtJR MANUFACiURER} � � �'�� a f I ;� t� Cl�
<br /> R�1EL iNSERTS AT PfT I ��� I ; I��
<br /> ELEVATI4N TO BE , » W� ! = 1" GROUT IJNDER WALL
<br /> � 1��1 :�! � ; �:(' � �� � EQ iNSTAl1�D 8Y OTHERS (2) �4 CdNT � I�� 1 6RC?UT UNDER tiYALL c�cx.
<br /> ( '- ( `. � �� � � � ( � � I�.� �- .�� � � ��� li� � SLAB REINF PER PLIW z°- I (�� ;��� F4UNDATION �ER PLAN �
<br /> �L�-—-�- —r= —f---�� �� � 1� ; � �� �_ �__
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<br /> � � SEE ARCHITECTURAL � Ff �
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<br /> �....i_'�1 l l.o.�V ....� � �# F� � . � _�, , ��� ,
<br /> I� I I� _ � /I \ RQt}S AT 12 t3C , ` Q
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<br /> � _.-.�..-�.�.--.��....�_,;.��_�� � _, �. _ _ _ . �
<br /> _ __.
<br /> � � � � � w� � � � _ : �
<br /> � I ; �5 REINFORCING
<br /> .1
<br /> - - - - - -
<br /> +
<br /> RODS AT PISTON FOQTING DOWELS FOOTING WIQTH FOOTING REINF FUOTING RIENF F{�OTIN� W1DTH FQOTING DOWELS �
<br /> PER P1AN PER PLAN PER Pt1�N PER PLAN p� p�p,�1 PER PLAN �
<br /> Y WALL �TI�1G � �"'
<br /> C4NC PILASTER REINFCC�RCEMENT � � ELE1/ATC}F� P�T' SLAB � �. NOT USED _ MAS4NRY WALL FCJC)T1NG � 2 INTERIaR MASt�NR � � �
<br /> �„ .� .p M t ft O �
<br /> sca�: �/2" = 1'-0" N.T.S SCALE: 3/4 = 1 -0 SCALE: 3/4 = 1 -U � �
<br /> � �
<br /> N��� � COLUMN/FOOTING NOTES: �
<br /> ; ° ,, � 1) A MIN 3" (7F CflNC COVER 1. A MINtMtlM OF 3" CONC COVER BEfWEEN STEEL AND EARTH TYP. FILL POST RECESS W
<br /> S�LID GRQUTED �5 HOOK REBARS ; � � �� d�W�°''A� i + 3'-0" 3" CLR = BEZWEEN STEEL AND EARTH. 2. CONS7RUCTION JOINT MUST BE CLE��! AND ROUGH. Wj CONCR� A�TE#2
<br /> SPEGIAL INSPEC�ION REQ �T �� � W W
<br /> FOR EYE{2Y �5 0 � 2) FOOTING AND SLAB TO BE - , � p +�� �
<br /> „ ` ` a PO51' INSTALL.LAAflON
<br /> 45 , FF ►- ►il � j � COL & FTG �
<br /> V E R T R E�A R -- �- � � A M O N O U T H E C P O U R. COLUMN AND RNCHORS
<br /> --,._.� i _ a �_.-__-.._' FTG REINF PER ca� � i i PER PLANS (1} #4 T I E B A R S A T 1 2" Q C I HEX HEAD ANCHOR BdLT
<br /> � p ,�-- -- . �ARIES VERIFY vs � �� PREPARATIONS REPORT FQR SOIL � �
<br /> '��-_____- 1� ' � W ELEVATOR MANUF w o PLAN OR SCHEQ � AT PERI�IETER OF FTG TYP 1" -- - W f DBL NUT VARIES W
<br /> �; � �4� W� p� I SEE FOUNDATiON �-0 �AS R Q � PER ANCHQR BOLT PLAN �
<br /> �——1-— � �� ! { I.� � � �� � ; � ' � , „ , � �
<br /> 14 °- (` �4 BARS AT 1 Z" OG � , � j � PER PLAN ; �, � N4N-SHRINK GRC}UT �
<br /> �--=- E EACN WRY � � � � � � ; I RLAN FOR S9_AB � � �
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<br /> ;��• � � �5 BARS RT 12" �C ��� �� ,i'` � � � .�' � ; �� � � i � TOf � ������: �' �, � � , ' a�--
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<br /> , . �_ _ � • . MATCH FTG REINF , i �
<br /> ` � � 5TAM P
<br /> , „ TO MATCH '' p�� L � .
<br /> �-$ 2,_O„ FOOTING D SIZE AND REINFpRCING VARIES PER PIAN PAD F04TING WID�N f iFNGTM AND REINF PER PLAN �� � ` ���
<br /> (4) �4 C�NT BARS AT B{ITfQM
<br /> � �
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<br /> CUNC �IL_ASTER F�TING 2� E�EV�TC�R PIT � � TYP STEPPED FOOTlNG DETAIL � 8 PAD F�40TING DETAIL � � PAD FO�11NG WITH SLAB BLOCK C)UT � 6 ��� � 4fl,� � �w
<br /> � � _ �
<br /> SGAL�: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" SGAI�: 1° = 1'-4" SCALE: 3/4" = 1'-0" SCAL�: 1" = 1'-Q'° ��s�ar�AL���'��
<br /> EXPIRES: OS-i 8-15
<br /> DATE 04-30-13
<br /> DRAWN PJPH
<br /> CHECKED �tRD
<br /> JOB NQ. 1211
<br /> SCALE As sHowN
<br /> DRAWING No.
<br /> R�,. 01
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