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f'c = 3000 psi f'c = 4000 psi 6db for #3, #4, #5 � � „ , , SECONQ POUR FIRST POUR �
<br /> BAR OTMER BARS TOP BARS OTHER BARS TOP BARS 12db for #6, #7, #8 1/8 x 1 1/2' PREMOLDED GONTINUOUS
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE NOOK A or G o 0 6' o�
<br /> ��� MASTIC JOINT STRIP OR PREMOLDED o
<br /> � � � � O � O i, a Y O i, �'� SEE PL.AN FQR CONSTRUCTION JQINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYEQ KOLD" JOINT. �
<br /> ' " " " ' � � " " SLAB THICKNESS SLAB THICKNESS STOP REINFORCING CLEAR OF o�
<br /> �3 16" 21' 28 14 18 24' _ _ _____, o �; o �' OWNERS OPTION). SAWN JOINT SHAL� BE
<br /> � (+ ��+ +;� ' 'T� _ � "',+,� AND REINFORCING MADE AS SQON AS POS5IB�E WITHOUT AND REfNFORCING JOINT EACH SIDE. �
<br /> #4 22" 28" 37" 19" 25" 32" o ` � � �� (TYP.) DAMAGE TO SURFACE (TYP.� � �
<br /> ¢ N ^
<br /> n n u » u � � � � � �
<br /> #5 27 36 46 24 31 40" 4db or � db ��,, db Q db � .. - , . • : U +,.'-t
<br /> a.d. � . �9d � . '4 ��-q " � . 'C� . •. ad. ' o � tV
<br /> n n u » , i 2 1/2" Min. z z z ..Q �� a� . �� ���. . .. ��� .a��. � ,�'� �.a.° _ . �,� 4 __..d � . �4— . 4. _ � ^ .
<br /> #6 33 43 56 28 37' 48' Q Q Q <.4 4 .� 4 � °. �<� ° ;� � .�<� ,a Q. � . _ <� < 4 a. � �z �,
<br /> Q O Q o Q � . . .�
<br /> o � - a a� .ar' -��. �v o o �o � o .a`' -�g.. .
<br /> (� �
<br /> STANDAKD 180 DEGREE HOQK STANDARD 90 DEGREE HOOK �+ C+ ;+ ,I I II�III{TI!II� -�T l i�l=1 I i 1�,Tf�, I T,__,��; ���i�.-��f T ' � o �
<br /> D = FINISHED INSIDE BEND DIAMETER � -" a� �
<br /> 6db for #3, , �5 CUT ALT. WlRES COMPACTEQ UBGRAQE AND COMPACTED SU�GRA E AND � � �
<br /> STANDARD 180 DEGREE NOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FILL � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR BAR SIZE D STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGW�ER'S RE: GEOTECHNICAL ENGINEER'S � � �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING D A OR G J BAR SIZE D A OR G VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS � �'
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D = FINISNEQ INSIDE BEND DCAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER � �
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12° OF CONCRETE 4 6db 3" 6" 4" _ 4 3'� 8" STIRRUP HOQKS/TIES SEISMIC STIRRUP/TIE (6 MIL MIN.) (6 MIL. MIN.) � -�
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4" 10" U � ^
<br /> » » �� �� � �� 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK �
<br /> „ 6 6db 4 1 2 8 6 6 4 1 2 1 -0 BAR SIZE D D - o
<br /> 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12' OF CONCRETE CAST BELOW THE BARS. A O R G A Q R G A P P R O X. H A O R G A P P R O X. H � �, � ..
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MlN. U.N.O. QN THE QRAWINGS. 3 4db 1 1 2" 4" 4" 2 1 2" 4 1 4" 3" � �" �
<br /> 4 4db 2" 4 1 2° 4 1 2" 3" 4 1 2" 3" PROVIDE CONTROL OR CQNSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTIQN JOINTS IN SLABS ON GRADE TO • � � Q,
<br /> BREAK 11P SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -+-� '� �
<br /> 5 4db 2 1 2" 6" 5 1 2'� 3 3 4" 5 1 2" 3 3 4" U �� �
<br /> 5. DEVELOPMENT LENGTH (Ld} IS "OTHER BARS", CLASS A. - �ESS. AREAS SHALL BE APPROX. SQUARE AND NAVE NO ACUTE LESS. AREAS SHALL BE APPRQX. SQUARE AND HAVE NO ACUTE � �, �
<br /> 6 6db 4 1 2" 1'-0'� 7 3 4" 4 1 2" 7 3 4" 4 1 2" ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT.
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<br /> SCALE: NONE SCALE: NONE
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<br /> 1 TYPICA� �AP SP� CE SGHED��E 2 STANDARD N001� DETAI�S 3 STIRRUP and TIE NOOK DETAILS 4 TYP CA� SNRI�1{�AGE CO�1TR0� JOI�1T �S.J. ) �5 TYPICA� COf�STRUCT Of� JOI�IT (C.J. ) � ; ; �— , S , 7
<br /> � � 0 ❑ � �
<br /> , y U ��� x�
<br /> �k
<br /> GRADE RfM JOIST POST PER PLAN POST BASE I 1" AIRSPACE (TYP} I �`; k ' �
<br /> .
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<br /> ,.:.; .
<br /> . , <s
<br /> SHFATHING, NAILING 4X4 ABU44 f `
<br /> �: '
<br /> ii ii i�t i�n i�ii i�ii AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE �_
<br /> nn iui iin nn nn SHEATHING, NAILING
<br /> �N� i�� �r� i�� i r� P.T. SILL PLATE PER SHEARWALL �
<br /> i��i i��i ���i i��� i�,i AND ANCHOR BOLTS SCHEDULE
<br /> z ���� i��� ��'� � !"� i"i PER SHEARWALL 6X6 ABU66 �
<br /> �.
<br /> _: . :.— _. ' 2. _ ..,� `�y�� �
<br /> � i� � i� P.T. SlLL PLATE SCHEDULE (2) #5 CONT. MAT FOUNDATION 4 b— . . . . �� o
<br /> � �i�� — — _ — !� — — — FINISH GRADE � 6X8 ABU66 0 . . _ .d . e� a a ° . � � � fI�
<br /> � � FINISH GRADE 12" MAT FOUNDATION ' _ � _a�_ d � � �—� . ° �, ° ~ � � �
<br /> . z . .. i��iii—i�i— �� . . . � . . . �QA�' , �.. : a' � ' Q .��1- —a• `j �.Q .�- '"� d—a .GIa Q � � � ,' , .�q � �+'
<br /> . . POST PER PLAN - LOCATE
<br /> � S ���I I I���I I I�=,�I I 1�=,� S � ; a ._ a °° � �' — ;� T 4,— PER ARCHITECTURAL CONC. � �' � �- - � �`= -8 ° -�- � p — _ � (� `�
<br /> � ' z �I�a . � • • . ' - l� � . . _ POST BASE -" I 1=1 I �-� I f I,- a .a � °• 4 � a. a� • �'��y r��
<br /> � 1.5 N °� � �� ° � a . o ° a . o S.O.G. I � -1 I I— �-- -� — I
<br /> q �: , a a .� . � -) � �=) a . ° . �.a � ;6 � � 12" SQUARE � � `� � �� � t- � �I�
<br /> •_ � '_ . a a a.. � , I q p o'. .
<br /> - - �2) #5 CONT. a >� z i_i . � �, CONC. PLINTH �
<br /> . I . I (� �, : � �� � � � i i i i B: PAR Y WALL D: PARTY WWLL W STEP
<br /> � � -I ` °. .. � � �a � � (2) #5 CONT. °. .. � � � � ;; � 1� -
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<br /> � �o$ � ; • ��o e�_-� o • `� � N #5 @ 12 O.G P.T. SILL PLATE w � Q � H � z o
<br /> \ � � _ � T&B (TYP) � o- � �. Q \ � �
<br /> o �
<br /> � �;, FOUNDATION DRAIN =I I I- � #5 C� 12" O.C. � f-� � #5 � 12" O.C. �" �
<br /> \ � = RE: CIVIL (MAY i I 1'-0" _" E.W. T&B FOUNDATION � � E.W. T&B � � a �_ � � � � a a o � �
<br /> -�- M DRAIN RE: CIVIL �- 1 -0" I :—:=� —
<br /> � OMIT PER GEOTECH) MIN MIN � a ° 4� ° d a '°.. 4, • . � ' u� �
<br /> �5C�12" O.C. 5 Q 16" ALT. HOOK #5�12" 0,�� �� � � • • i ~ .Q .—°Q_.. a _ ° .� � a. .. 4 .� ° Q °�,-.=, �=.° o . � O
<br /> 1'-5" \ ' #5 C� 16" ALT. HOOK # •
<br /> NOTE: 2J-d� NOTE: 2 O n � a. . d . ' a °. � Q ' w `-,
<br /> � 1'-a„ - �>_�,� (2) #4 BOTTOM (2) #4 BOTT. �. °� � . .
<br /> #4 AT B.Q. WALL ` —__� — - � �- EA. WAY CONT. s� � � � � ��� ° '
<br /> OMIT WALL & CURB t� OMIT WALL & CURB � PER PLAN ��-��� , � � -) I 1= a .a� 4 -�a.� �.
<br /> GARAGE DOOR OPN'G. GARAGE DOOR OPN'G. f� I ���- -1 I (-' � ° o
<br /> (2) �4 AT FTG. T A: PQST AT SPREAD FOOTING B; POST AT THICKENED FOOTING -� i � � � � `� �
<br /> SCALE; 3/4" = 1'-0" SCALE: 3/4" = 1'-0" I-I � I o
<br /> A: SINGLE WALL C: SINGLE WALL W�STEP O O
<br /> 6 TYPICA� STEPPED �OOT �1� 7 TYP� EXTER OR FOOTI�IG 8 TYP. GARA�E FOOTING (- 9 J TYP CA� POST BASE 10 TYP. TH CI�E�JED SLAB > �
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<br /> P.T. SILL PLATE ANCHOR BOLTS PER � w
<br /> SHEATHING, NAILING SNEATHING, NAILING » SHEATHING, NAILING SHEARWALL SCNEDULE � �
<br /> AND ANCHOR BO�TS #5@18 O.C. �
<br /> P.T. S(LL PLATE PER SHEARWALL AND ANCHQR BOLTS AND ANCHOR BOLTS
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-0"��� PER SHEARWALL P.T. SILL PLATE 5 Q 12" O.C. O i 2
<br /> (2) #5 CONT. SCHEDULE SCHEDULE � „
<br /> (2) #5 CONT. #5�18° O.C. ° (2) #5 CONT. (2) #5 CONT. 2 ,.�
<br /> #4�18' O.C. �
<br /> 2�2'-p„ 2'_0��
<br /> 1'_���
<br /> � z U, � � z � UNIT SLAB ���_Q» UNIT SLAB � Q �
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<br /> ' ' �ii _. . � � c� a- .Q. � � a ii�: ¢ (SLOPE PER ARCH) ��° " . . ° � o . a i,
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<br /> � . .. a I� .� ^a. � °� a , .° . . SLOPE PER ARCH =I I I-I a �, ° �a— —. ' ° � `fl �
<br /> a° .TQ �T °�� .� 0� .� � .. . � � ---� . -_-. � . . . `D � III—III � _ �. _ . ; �•—� .Q . � _
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<br /> � (_ #5�12 O.C. . -' :a � - - a # EW T&B � � . �� � �
<br /> -) � " a ---4� ° 5�12" O.C. � f_ _
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<br /> 5C�12" O.C. z,��„ ii -
<br /> #5C�12" O.C. MIN # EW T&B MIN #5C�12" O.C. ��'-0" -�I �_�-) I I; � � �
<br /> 2'-0" 2_p � I � �-
<br /> -� 2'-0" 1�-��� � � �
<br /> 1:1 � �
<br /> SCALE: 3/4° = 1'-0" � o
<br /> a11 �1AT F�1D�1 PARTY WA�� @ GARAGE 12 NOT USED 13 TYP. GARAGE TO UI� T �IAT F�1DN TRA�ISIT 0�1 14 TYP CA� PORCH SI�AB TO �J�11T 15 TYP CA BU (_._DI�1G STEP 4.� �
<br /> �
<br /> _ - � �
<br /> _�� POST PER P�AN - LOCATE
<br /> PER ARCHITECTURAL PER ARCH � �
<br /> I SHEATHING, NAILING �
<br /> z CURB BEYOND AND ANCHOR BOLTS ��
<br /> Q PER SHEARWALL -}--�
<br /> � „ ; ; PROVIDE ABU POST BASE OR $» 12" SQ PLINTH W/ (4)#5 v • r--i
<br /> � �� �� - - EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) �4 EW TOP P.T. SILL PLATE � �
<br /> � C� GARAGE
<br /> (2) #5 CONT. U �
<br /> SEE ARCNITECTURAL FOR �5t�18" O.C.
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE � � �
<br /> A: LAN AWAY PER CIVIL 2'-0"� �
<br /> PORCH SLAB GARAGE SLAB o � �-1
<br /> � � : __ —r_ — +'�
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<br /> co I � I I.��I�)I I m n.Q� .a � ° .��a" 4 ° . _° � �4 .�,�� � — —� - I _) � V 1
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<br /> + �
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<br /> �-, ° a #5�12° O.C. . d a a . � � � �. : ° . ,-� � �-� � -� � � +�
<br /> FINISH - - - EW T&B � �s � �s �s � �s �a �a � �e � � � � � � � ' � � 4�
<br /> _ T 1� e�' e� e� � z� e�'e��e�� � � \ �
<br /> GRADE 1'-2" 1:1 �(;�,( � �- ��, � ( �= v �
<br /> GRD BM (2}#5 TOP � � �
<br /> MIN �5C�12" O.C. FTG PER PLAN
<br /> 2'-0" (2)#5 C� GRADE BEAM (2)#5 SOT /
<br /> 1'-0" TOP AND BOT _f
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" S E C TI 0�1 A T B A�C 0 f�Y P Q S T
<br /> 16 NOT USED 17 POST AT POR�H STEM WA�� 18 SECTI0�1 AT GARAGE 19 �iOT USED 20 FTG �c GRADE BEAM TIE-1f� '
<br /> � � 0
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