|
� f'c = 3000 psi f'c = 4000 psi
<br /> 6db for #3, #4, #5 , SECOND POUR � FIRST POUR �
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 12db for #6, #7, #8 " " 1 8 x 1 1 2 PREMOLDED CONTINUOUS
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE HOOK A or G o o �,,� � � - - �
<br /> , � � � q O ��' p „ �� O �' SEE PLAN FOR MASTIC JOINT STRIP OR PREMOLDED a
<br /> �- �� °� �- �; � CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. �
<br /> #3 16" 21' 28" 14" 18" 24" � _ _ _______ ,�__, � '� a '� ' SLAB THICKNESS SLAB THICKNESS STOP REINF RC N CLEAR OF �
<br /> ,� ------� �-��- o� � o� � OWNERS OPTION). SAWN JOINT SHALL BE 0 I G
<br /> „ �" �� -� t+ � (T T� � �,,i` ,;� _ � `;;% ,+,� � AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE. �
<br /> #4 22 28" 37" 19" 25" 32" '- - -
<br /> o � (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> _ ¢ N
<br /> #5 27" 36" 46" 24" 31" 40" � � � •
<br /> 4db or `, � � (> v
<br /> — - i r db - - .
<br /> o.e. , e .. . ... . .Qa., e - . < -e ,
<br /> 0 � .--+
<br /> #6 33" 43" 56" 28" 37" 48» 2 1/2" Min. � � J db � db 4 �� _ l � . ' Q' y _' d4� _1 4 v-�-4 a. 4 �..4 '�_ a a _ � Z �
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<br /> � �
<br /> ` STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK ':+ iT ';+ - 1 I-� II�JI-II � "'II�II"II�� �T-I�I � c� �
<br /> D = FINISHED INSIDE BEND DIAMETER �� �� �` � "�a� -� �'� ' �`�r '�' , o
<br /> � � �
<br /> . 6d'b for #3, #5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SUBGRApE AND � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR BAR SIZE p STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FILL � � �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SFACING D A OR G J BAR SIZE D A OR G STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � �
<br /> 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 = FWISHED INSIDE BEND DIAMETER RE: GEOTECHNICAI_ ENGINEER RE: GEOTECHNICAL ENGINEER �, �
<br /> -�--
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS T�HAN 12" OF CONCRETE 4 6db 3" 6� 4 4 3" 8" � STIRRUP HOOKS/TIES SEISMIC STIRRUP TIE (6 MIL. MIN.) - (6 MIL. MIN.) - �"
<br /> . � �_,�-j U� �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7 5" 5 3 3�4 � 10 �`� T g0 DEG. 135 DEG. 135 DEG. SEISMIC HOOK � �
<br /> 6 6db 4 1 2" 8 I 6 6 4 1/2 � 1 -0" BAR SIZE D I D � o �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. A OR G A OR G APPROX. H A OR G APPROX. H � � �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. �3 _ 4db 1 1 /�" 4" 4" 2�2" 4 �4" 3" PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO a� �
<br /> 4 4db �" 4 1 2" 4 1 2" 3'" 4 1 2" 3" � x �'
<br /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -+--�
<br /> 5. DEVELOPMENT LENGTH (Ld) IS "OTfIER BARS", CLASS A. I 5 4db 2 1 2" 6" 5 1�2" 3 3 4' ' 5 1 2" 3 3 4" LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SNALL BE APPROX. SQUARE AND HAVE NO ACUTE � '� �
<br /> � _ __ 6 6db 4 1 2" 1'-0" 7 3 4" 4 1 2" 7 3 4" 4 1�, � � �
<br /> � - ---- ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. � o �
<br /> - - -� � o
<br /> � SCALE: NONE SCALE: NONE � `-` �
<br /> ° < V
<br /> 1 TYPICA� �_AP SP�ICE SCHEDULE �2 STANDARD HOOK DETAI�S 03 STIRRUP and TIE HOOK DETA �.S n TYP CA� SHR NKAGE CONTROL JOINT S� J� 5 TYP CA� CONSTRUCTION JOINT C. J. , �-- {� ���~ ' �
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<br /> �GRADE � RIM JOIST POST PER PLAN POST BASE 1" AIRSPACE (TYP) f' ' '
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<br /> / 4X4 ABU44 � f f y _ ' �
<br /> SHEATNING, �IAILING F
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<br /> i��i i��i i��i i��i ���i AND ANCHOR BOLTS
<br /> !r� i�� �NE i�i ni PER SHEARWALL
<br /> SHEATHING, NAILING 4X6 ABU46 P.T. SILL PLATE---��
<br /> ini ini ini ini ii�i AND ANCHOR BOLTS P.T. SILL PLATE
<br /> z u u u u u iE u u u u SCHEDULE � `�
<br /> . � P.T. SILL PLATE PER SHEARWALL 6X6 ABU66 �c ' ' 3 � ''�
<br /> ii ii (2) #5 CONT. � 4 � _��� a ._. _� a � Q _ � ��j �
<br /> SCHEDULE MAT FOUNDATION
<br /> � i i — — — — — — '!�- — — — FINISH GRADE Q 6X8 ABU66 0 �.� - .° . . .. 4 . f�a. a ' . , F �J� o
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<br /> � II4.4 � I � . o . � � S.O.G. _` !� , I I- a � � ? �
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<br /> \ � = RE: CIVIL (MAY � 1'-0" " E.W. T&B FOUNDATION „ . . . . .
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<br /> #4 AT B.O. WALL -- — — \ ,- 1'l0� T 1,_pf - `-(2) #4 BOTTOM (2) #4 BOTT. �c i °� ° • , . . , a .
<br /> � — — -�" — -" � OMIT WALL & CURB � � EA. WAY > . CONT. � � � �$ � °�; .. °
<br /> OMIT WALL & CURB � PER PLAN 1 -0' � � � d' -� ��' — `9
<br /> (2) �4 AT FTG. \ `� GARAGE DOOR OPN'G. GARAGE DOOR OPN'G. �' .'- -' I I-I I GI _I I�I I I,-. a ,a . � 4 , � a� � �
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING � � �_ � �
<br /> SCALE: 3/4" = 1'-0" 1-1I1- o
<br /> SCALE: 3/4" = 1'-0" A: SINGLE 'WALL C: SINGLE 'WALL W/STEP. 2 �'
<br /> O O
<br /> � TYPICA� STEPPED FOOTING 07 TYP� EXTERIOR FOOTING 8 TYP, GARAGE FOOTING 9 TYPICA POST BASE 10 TYP. THIC�ENED S AB > �
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<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-p" 2�--�" PER SHEARWALL P.T. SILL PLATE �
<br /> (2) #5 CONT. SCHEDULE
<br /> SCHEDULE #5 � 12" O.C. O i �
<br /> � (2) #5 CONT. � #5�18" O.C. � (2) #5 CONT. (2) #5 CONT. � �
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<br /> 11 MAT FNDN PARTY WA�� @ GARAGE 12. NOT USED 1 � TYP. GARAGE TO U�11T MAT FNDN TRA�ISITION 14 TYPICA� PORCH S�AB TO UNIT 15 TYPICA� BUI�D �1G STEP � �
<br /> 0 0 �
<br /> 0
<br /> �
<br /> POST PER PLAN - LOCATE �
<br /> PER ARCH �
<br /> I PER ARCHITECTURAL �� �r--SHEATHING, NAILING �
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<br /> � „ �_ _ PROVIDE ABU POST BASE OR $„ �� � PER S EARWqBOLTS ��
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<br /> ,�, � - HOOK TOP BAR 12" SQ PLINTH W 4 5 P.T. SILL PLATE
<br /> � �, � GARAGE VERT & (2) �4 EW TOP � �
<br /> � � (2) #5 CONT. � �
<br /> SEE ARCHITECTURAL FOR PAVING. SLOPE #
<br /> COLUMN WRAP INFORMATION 5�18" O,C. �
<br /> A: �LAN. AWAY PER CIVIL 2_�
<br /> �
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<br /> � 2,_0„ � FTG PER PLAN � �2�#5 � GRADE BEAM (2)#5 BQT /
<br /> � 1'-0'� TOP AND BOT _�
<br /> B: ELEVATION. C: SECTION
<br /> SCALF: 3/4�� _ ,�-o". SCALE: 3/4�� � ,�-o�� S E C TI 0 N A T B A�C 0 N Y P 0 S T
<br /> 16 NOT USED 17 POST AT PORCH STEM WA�� 18 SECT ON AT GARAGE 19 NOT USED 20 FTG 8c GRAD B - '
<br /> ❑ (�� � E EAM TIE IN
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