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f'c = 3000 psi f'c = 4000 psi _ _ ----�---
<br /> 6db for #3, #4, #5
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS " �' SECOND POUR FIRST POl1R
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE HOOK A or G 12db for # , #7, #8 1/8" x 1 1/2" PREMOLDED CONTINUOUS ' �
<br /> � 0 ¢ � `��'6 MASTIC JOINT STRIP QR PREMOLDED �
<br /> a � -
<br /> #3 16�� 21" 28" l4" 18" 24" � � � a O ,� o p �� �� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINL �
<br /> ------' SLAB TNICKNESS
<br /> `� � � ' OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF CO
<br /> � �'T ' ' ,+,� AND REINFORCING AND REINFORCING °�
<br /> � �+ ±� '+� � MADE AS SOON AS POSSIBLE WITHOUT JOINT EACH SIQE.
<br /> #4 22 28' 37 19 25 32 �- �'�' �;;'
<br /> � � (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> #5 27" 36" 46" 24" 31" 4p" -� � � � �
<br /> 4db or o c� o
<br /> 2 1/2° Min. c� db �, db c, db , . . . o
<br /> �
<br /> #6 33" 43" 56" 28" 37" 48" z z Z �d Q . 6 a a. ' .. � �q d 4a . '° . � • a '. ° a- .
<br /> v �
<br /> � —� _I � .�. �a � �� _ �d _g ' ' �_a . . � ' a d� . . � � -+�
<br /> {— � Q ' ' O . d' a � Q 4.l.�• °' � ' : ' a : T—Q . ' a . � _ . d� ' _ C�
<br /> W � W Q I.j - . . � . e: ' � d.' . ., _ . . � ,:� n' ' n Q d — � i--�
<br /> � � � � o � K� o 0 0 �� � �� �r- -��. �� �
<br /> STANDARD 180 DEGREE HOOK �K\;�-, �K\;;, �K�`, _
<br /> � �
<br /> ARD 90 DEGREE HOOK �� �T '� ,I IF;11l��il= '�� _��� �` '����_ o ,_.,
<br /> � TI_f �1- ' c�
<br /> D = FINISHED INSIDE BEND DIAMETER �,,. i��, _i�� ,�i � o
<br /> =r
<br /> i-,,. -
<br /> 6db for #3, #5 CUT ALT. WIRES COMPACTEQ 11BGRADE AND COMPACTED SUBGRA E AND c� � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOWT GRANULAR FILL GRANULAR FILL �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN QR EQUAL TO TWO BAR DIAMETERS (SPACING �AR SIZE � p A OR G J BAR SIZE D A OR G STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIG STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � � o
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLfCES. VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS � �
<br /> 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D = FINISNED INSIDE BEND DfAMETER +,
<br /> 4 6db 3 6 4' 4 3' 8 RE: GEOTECHNICAL ENG(NEER RE: GEOTECHNICAL ENGINEER •� �
<br /> 3AST2. OTHER BARS" ARE ALL VERTICA� BARS AND HORIZONTAL BARS WITH LESS TNAN 12" OF CONCRETE STIRRUP HOOKS (6 MIL MIN.) �
<br /> BELOW THE BAR. 5 6db 3 3 4" 7° 5" 5 3 3 4" 10" /TIES SEISMIC STIRRUP/TIE (6 MIL. MIN.}
<br /> � � �
<br /> ^ �6 6db 4 1 2" 8" 6° 6 4 1 2" 1'-0'! BAR SIZE p � 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK �
<br /> . TOP BARS ARE NORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. A OR G A QR G APPROX. H A OR G APPROX. H _ �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON TNE DRAWINGS. 3 4db 1 1 2" 4" 4" 2 1 2" 4 1 4" 3" � ° c�
<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 CONSTRUCTION JOINTS fN SLABS ON GRADE TO `- � �a
<br /> 5. DEVELOPMENT LENGTH (Ld} I S "O T H E R B A R S", C L A S S A. �� �� �� » , » - B R E A K U P S L A B I N T O R E C T A N G U L A R A R E A S O F 4 0 0 S Q U A R E F E E T OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR � � �
<br /> 5 4d b 2 1 2 6 5 1 2 3 3 4 5 1 2' 3 3�_ .
<br /> 6 6db 4 1 2" 1'-0° 7 3 4" 4 1 2" 7 3 4" 4 1 2" LESS. AREAS SHALL BE APPROX. SQUARE AND NAVE NO ACUTF LESS. AREAS SHALL BE APPRQX. SQUARE AND HAVE NO ACUTE U
<br /> �
<br /> ANGLES. JOINT LOCATIONS SHA�L BE APPROVED BY THE A R C H I T E C T. A N G L E S. J O I N T L O C A T I O N S S H A L L B E A P P R O V E D B Y T H E A R C H I T E C T. � � �?
<br /> � o �
<br /> _ SCALE; NONE SCALE: NONE � � �
<br /> C�1 TYP CA� AP SP�ICE SCHEDU�E 2 STAI�DARD H00 � � : {. :
<br /> � I� DETAI�S 3 STIRRUP and TIE HOOK l ,
<br /> �� QETAf�S 4 TYP CA� SHRI�IKAGE CONTR�� JOI�1T S. ( 3 :
<br /> 0 J. 5 T Y P I C A C O f�S T R U C T 1 0�1 J O I�1 T C. J. : _ :. ...:., �...:
<br /> GR D C / � < . �-- ::.E. >::
<br /> A E RIM JOIST \ �
<br /> �� , :
<br /> � : �,
<br /> POST PER PLAN POST BASE 1" AIRSPACE (TYP) � :: � t ,
<br /> 6 ;: , ;
<br /> SHEATHING, NAILING 4X4 AB1�44 � . � .� � ���z
<br /> � ' J � I��� AND ANCNOR BOLTS
<br /> ���� ���� ���� �'�� �"� SHEATNING, NAILING 4X6 ABU46 P.T. SILL PLATE
<br /> li� I�� �r� �r� �c� PER SHEARWALL
<br /> � ._ ,
<br /> z iiii ii�ii ii�u � i+t��i i���i AND ANCHOR BOLTS P.T. SILL PLATE SCHEOULE �
<br /> ii PER SNEARWALL 6X6 ABU66
<br /> � i i P.T. SILL PLATE
<br /> �, i,, � _ SCHEDULE (2) �5 CO�fT. MAT FOUNDATION � . . . 15 I� �
<br /> i� — — — — — — i� — — FINISH GRADE � ° b .d : '. Q . .— —. a � , � ��f N.
<br /> �� �� 12" MAT FOUNDATION `` 6X8 ABU66 �
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<br /> � S „�III���EII���fll��� _ z - POST PER PLAN - �OCATE - a•— — o ° . a ! � . ° Q •: � a � � �a
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<br /> � 1.5 H S -�-r;- _._. ;� � °.—: °° � ��� _ � _ o� I PER ARCHITECTURAL � � °� - _ �. . Q . .. . , a . `� : a • � ` � �,� �o
<br /> 0O � �Q � - . _ CONC. �� `� `� � �- -� ° -- p � °
<br /> a ��° a � Q Q � _ _ �.o °. a :�_ o POST BASE S.O.G. ' -� I �I I != ` a • � �l r
<br /> l a � � I 1--I I �- � a .o . °� 4 a � �' � �``
<br /> — — — (2� #5 CQNT. .- — a, a a. I I I-I �d . _d:a :Q 12" SQUARE "� � I-� � �y�- �. ?c� � � �
<br /> z - . ° � �� � � � (,-i-i �o .. ��� i i CONC. PLINTH �� �, , ,I f I- ���
<br /> \ � o i I I i �a o ,. � � � � (2) #5 CONT. a Q � � � � ;; 1 I, B: PAR Y WALL
<br /> � • .. „ _ �
<br /> D: PARTY W �L W�STEP
<br /> �
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<br /> � \ � �� 4 • ���_-' � '
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<br /> � �•, FOUNDATION DRAIN � #5 (� 12" O.C. i I-) � # � T&B (TYP) � � � � H � z o
<br /> - � �- � � 5 Q 12" O.C. N - o- '- ¢ �-- co
<br /> \ � = RE CIVIL (MAY �� -f�������_�� ��_p�° _ E.W. T&B FOUNDATION � » �' E.W. T&B Q `� � � � �`' �
<br /> OMIT PER GEOTECH} 'I M�N "' DRAIN RE: CIVIL � 1 -0 � � i a. Q � �„� �
<br /> � MIN `- a b— `. a 1.:—.— —. e� =- -.� o � �-
<br /> . .
<br /> 1'-5" � #5 � 16" ALT. HOOK #5C�12" O.C. � 5C�12" O.C. � L • � � � 4 � � .-
<br /> >, #5 C� 16' ALT. HOOK � i � aa
<br /> a .. a . . � � � Q. i � �
<br /> � NOTE: > >, 2-d NOTE: 2'-0" — —• a � q _Q. °—� .° °�-. .—, �-�, ° ,� aa
<br /> , a � �.��" �. , � a. • ;L, r,
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<br /> O
<br /> #4 AT B.O. WALL — � 1 -0
<br /> OMIT WALL & CURB C� OMIT WALL & GURB � PER PLAN EA. WAY �,_�„ CONT. � � � � �a °� �� a T _� ._ �
<br /> (2) �4 AT FTG. T GARAGE DQOR OPN'G. GARAGE DOOR OPN'G. �'1 f=1 I �- =������� Q .a 4 � 4 � a � �
<br /> SCALE; 3/4 = 1 -0" A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING �� I I-� � � � \
<br /> 1-1 I I- �
<br /> SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP � �:.;
<br /> ��6 TYPI�A� STEPPED FOOT N� 7 TYP� EX E � Q
<br /> 0 T RIOR FOOT1�1� 8 TYP. GARAGE FOOTING � �
<br /> Q 9 TYP CA� POST BASE �
<br /> ❑ 10 TYP� TH CI�EN � �
<br /> � ED SI�AB
<br /> _ __ � . �
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<br /> Q �
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<br /> Q
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<br /> �
<br /> P.T. SILL PLATE SNEATHING, NAILING AND
<br /> � THING, NAILING ANCHOR BOLTS PER � w
<br /> AND ANCHOR BOLTS SHEATHING, NAILING 5@18" O.G. SHEATHING, NAILING SHEARWALL SCHEDULE � �
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOLTS � AND ANCHOR BOLTS � ~
<br /> (2) #5 CONT. SCHEDULE P.T. SlLL PLATE PER SHEARWALL 2'-p" 2'-0" P�R SHEARWALL P.T. SILL PLATE � c�
<br /> SCHEDULE S C H E D U L E 5 C� 12" O.C. O � �
<br /> I f (2) #5 CONT.
<br /> #5�18" O.C. #4C�18" O.C. (2) #5 CONT. (2) #5 CONT. # z i �
<br /> a � � ' , > » > >,
<br /> � ¢ W ' ' � a UNIT SLAB 2�2-0 2�� 1'-0"
<br /> � ¢ i i�i � � a: . ��'-0" _ UNIT SLAB -
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<br /> • 'I ' --°. . GARAGE SLAB � T . �' � �° �
<br /> -y� a ' ' 4 q ' a . a a z �4_ v . Q 11I
<br /> �°•. a� °. I �• .�.. . � � a� 4 .° ' � SLQPE PER ARCH ° - = a-° i � �.�a , a . . i,
<br /> v'-�� c� .. ... � �� . � , . � �� ' . . . � � ^ � � I I I—I I . Q '' ��p _G . �� �_, . . ' � p I Cfl � .
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<br /> EW T&B . . � � :a � �. " � � � a. #5�12" O.G. � � �- - . � : a �
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<br /> 1 -6 5� " ��_0" 1:1 #5@12" O.C. � .— i i Q — ' �
<br /> 12 O.C. Q �
<br /> #5C�12" Q.C. MIN � MW 2'-0" ii �, ^
<br /> 2'-p�, EW T&B #5C�12" O.C. - -� 2'-0" �� � � � E--�
<br /> -I i 1=� ��
<br /> - -�2>_�" 1 0 2-0 =1 I I_ ' � r
<br /> - _�- � �
<br /> SCALE: 3/4" = 1'-0" �.� �
<br /> 11 N1AT F�1D�1 PARTY WA�� @ GARAGE 12 �IOT USED +-� o
<br /> � 13 TYP. GARAGE TO U�IT MAT F�1D�1 TR
<br /> ❑ A�1S TIO�! 14 TYPICA PORCH S�AB TO UNIT
<br /> � 15 TYPICA� BUI�DI�1G STEP �
<br /> _ _ 0 �
<br /> POST PER PLAN - L,OCATE � �
<br /> PER ARCHITECTURAL PER ARCH �
<br /> ( � SHEATHING NAILI o
<br /> ¢ CURB BEYOND NG � �
<br /> � �, �� PROVIDE ABU POST BASE OR AND ANCHOR BOLTS �,
<br /> � �� " - - EQUIV. AT STRUCTURAL POST $ » PER SHEARWALI. ^ 1
<br /> � HOOK TQP BAR 12 SQ PLINTH W/ (4)#5 ,'�"�
<br /> Q GARAGE VERT & (2) #4 EW TQP P.T. SILL PLATE `t�'�' �
<br /> !�
<br /> SEE ARCHITECTURAL FOR (2) #5 CONT. U � '
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE r-- #5@18" O.C.
<br /> A: LAN AWAY PER CIVIL. ( � O
<br /> PORCH SLRB � � GARAGE SLAB 2'-p" 2'-0"
<br /> • � • � �
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<br /> FINISH '�' _ � a. #5Q12" O.C. , _-���-� � �- � �
<br /> �_ a , :a
<br /> � � �_„-,� � �-� � �-� � � 1 ^
<br /> - EW T&B � ° ° � a � � I.� : � � M�1 � ,
<br /> GRADE - - � � � � �� � �� � � �e �e �-2s�- '�� �� M�1 v
<br /> 1'-2" 1:1 j�» -���� � ��, -i��-i � � � �
<br /> _� . , - I 1,-,1 I 1= �
<br /> M1N #5�12" O.C. FTGGPE�RSPLAN (2}#5 TOP
<br /> � W w
<br /> ��� ,�-2-� (2)#5 Q GRADE BEAM (2)#5 BOT /
<br /> 1'-� T —�
<br /> B: ELEVATION C: SECTION TOP AND BOT
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 �IOT USED 17 POST AT PORCH STEM WA�� 18 SECT01� AT GARAGE
<br /> SECTI0�1 AT BA�C�f�Y POST
<br /> 0 19 �IOT USED •
<br /> ❑ 20 �
<br /> �I FTG � �RAQE BEANi TIE I�!
<br />
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