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<br /> f'c = 30Q0 psi f'c = 4000 psi
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 6db Tor #3, #4, #5
<br /> 12db for #6. #�� #8 `� `� 1/8" x 1 1/2" PREMOLDED CONTINUOUS � SECOND POUR FIRST POUR �
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE
<br /> HOOK A or G o � �-,�' MASTIC JOINT STRIP OR PREMOLDED °'
<br /> -Q O -n � O Y O i; °� � O ii ''� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE P�AN FOR BURKE "KEYED KOLD" JOINT. �
<br /> n n >i n >o n "O -p �i . i� 0�
<br /> #3 16 21 28 14 1$ 24 _ ____� g ,� o ,� SLAB THICKNESS OWNERS OPTION}. SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFQRCING CLEAR OF a�
<br /> � (+ T^ �, �;+ ,T� s . ' �T� _ _ %� ' ;;� AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE. •
<br /> �,%� - �,;`
<br /> �
<br /> #4 22" 28" 37" 19° 25" 32" - (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> L �
<br /> ' � ��
<br /> � #� 27'� 36�� 46" 24" 31" 40" 4db or ¢ � o 0 0 � U �
<br /> #6 33" 43" 56" 28" 37» 48�, 2 1/2" Min. c� db ca db � db a � � . —. . ; : : � � . <. ._ . T
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<br /> STANDARD 180 DEGREE HOOK STANDARQ 90 DEGREE NOOK ':+ C+ C+ 111-11I,-�1�11�= _�(I�` ��. TI,��� �i�l� .,�i , � o
<br /> D = FIiJISHED WSIDE BEND DIAMETER � -��
<br /> � �
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SUBGRA E AND � � �
<br /> �
<br /> .
<br /> 90 DEGREE 135 DEGREE 12db for 6, 7, 8 GRANULAR FILL GRANUCAR FILL �
<br /> ]. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER TMAN OR EQUAL TO BAR BAR SIZE D STANDARD 180 DEGREE NOOK STANDARD 90 DEGREE HOOK # # # AT JOINT � U�
<br /> ST4RRUP NOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEfSMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S tll o
<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 RECOMMENDATIDNS VAPOR BARRIER RECOMMENDATIONS � -� �
<br /> AND COVER CASE 1�. TENSION LAP SPLICE SHOWN ABQVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6° D - FINISHED IN�IDE BEND QIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTE�HNICAL ENGlNEER �� � '
<br /> 2. "OTHER BARS" ARE ALL VERTIGAL BARS AND HORIZQNTAL BARS WITH LESS THAN 12" OF CONCRETE 4 6db 3" 6" 4" 4 3" 8" STIRRUP HQOKS/TIES SEISMIC STIRRUP/TIE (6 MIL. MIN.) (6 MIL.. MIN.) � �
<br /> � CAST BELOW THE BAR. 5 6db 3 3 �" 7" 5" 5 3 3 4" 10" W � �
<br /> " " " �� � �� 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK � .�
<br /> 6 6db 4 1 2 8 6 6 4 1 2 1 -0
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELQW THE BARS. BAR SfZE D � A OR G A OR G APPROX. H A OR G APPROX. H - o
<br /> 3 4db 1 1 2" 4» ¢�, 21 2" 41 4» 3» � � �
<br /> 4. COMPRESSION LAP SPL[CES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWII�GS. PROVIDE CONTRQL OR CONSTRUCTION JOINTS IN S�ABS ON GRADE TO PROVlDE CONTROL OR CQNSTRUCTIQN JOINTS IN SLABS ON GRADE TO � � Q'�,,
<br /> 4 4db 2" 4 1 2" 4 1 2'' 3° 4 1 2" 3�� BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SIAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -� � •
<br /> >1 � )) � I) � ]> . . 1� . . . . �� . .
<br /> 5. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. 5 4db 2 1 2 6 5 1 2 3 3 4 5 1 2 3 3 4 U .� '��
<br /> » , �� n „ � « LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALI, 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 2 � � c�
<br /> ANG�ES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOGATIONS SHALL BE APPROVED BY THE ARCHITECT.
<br /> .
<br /> �- o c�
<br /> SCALE: NONE SCALE: NONE � � �
<br /> � TYPICA� �AP SP� CE SCHEDU�E 02 STANDARD HOQ{� DETA �S 3 STIRRUP and T E NOO�C DETAI�S 4 TYPICA� SHRI�IKAGE CONTRO� JOINT S.J. 5 TYP CA� CO�ISTRUCT10�1 J01�11 C.J.
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<br /> POST PER PLAN POST BASE 1" AIRSPACE (TYP) I �, kR `_ ,;
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<br /> 4X4 ABU44 y` , t �'
<br /> SHEATHlNG, NAILING ` x `
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<br /> AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> ���� ���� ��r� i��i i�ii SHEATNING, NAILING P.T. SILL PLATE �
<br /> �N� ��� �"� �t� ��� AND ANCHOR BOLTS PER SHEARWALL -
<br /> ini ini ini ii�i iru SCHEDULE 6X6 ABU66 4 � �� �
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<br /> � i i i i (2) #5 CONT. . .— =. � �
<br /> SCHEDULE MAT FOUNDATION a e .—: a ° � .—. --3-
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<br /> z o - ( , � � � (2) #5 CONT. �-� � . a � �, J �� �� B: PAR Y WALL D: PARTY W LL W/STEP
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<br /> \ � = RE: CIVIL (MAY , � �'-Q" �' E.W. T&B FOUNDATIQN � z _ _ . , . . .
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<br /> °� 5@12° O.C. 5�12' O.C. o- � °
<br /> 1'-5' , •
<br /> NOTE: 2'-0" NOTE: 2'-0" Q •=-- .. ..T, .� a. — a -�- ..—o ��-4— .a . � p
<br /> , #4 AT B.O. WALL _ _— — \ ,._ 1'-0" 1'-0"�- ._ (2) �4 80TTOM (2) #4 BOTT. � � �.. : a . � �. ° . . . , . _ .4 , a , a .
<br /> — —� — - \ OMIT WALI. & CURB @ OMIT WALL & CURB Q
<br /> EA. WAY > » CONT. e� � � � � �: _-�-_. ° . � � — �
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<br /> (2) #4 AT FTG. GARAGE DOOR OPN G. GARAGE DOOR OPN'G.
<br /> � T A. POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING I �-�� � `� �,�� � I- � �
<br /> SCALE: 3 f 4" = 1'-0"
<br /> SCALE: 3/4" = 1 -0 A: SINGLE WALL C: SINGLE WALL W/STEP a o
<br /> � �YPicA� sT�PPE� FooT �G �7 TYP. EXTERIOR FOOT f�G 0 TYP. �ARA�E FooTI�G 9 TYP CA� POST BASE 1 o TYP. TH CKE�IED S�AB > �
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<br /> ' ANCNOR BOLTS PER '- w
<br /> IAND ANCHOR BOLTS SNEATHING, NAI�ING SHEATHING, NAILING SHEARWALL SGHEDULE W �
<br /> � P.T. SILL PLATE PER SHEARWALL #5C�18° O.C. � �
<br /> AND ANCHOR BOLTS AND ANGHOR BOLTS
<br /> (2) #5 CONT. SCHEDULE P.T. SILL PLATE SCHEDULERWALL 2-� � SCHEDULE�WALL P.T. SI�L PLATE #5 @ 12" O.C. O � 2
<br /> � (2) #5 CONT. #5C�18" Q.C. (2) #5 CONT. z w
<br /> #4C�18" O.C. (2) #5 CONT.
<br /> p�- ''� 2'-0"
<br /> 1'-0"
<br /> � ¢ � , . i W Q � UNIT SLAB ( 2 I 2� �„ 1'-0" 1 UNIT SLAB � z �
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<br /> 2'-0" � �
<br /> > » EW T&B �5C�12" �,C. �?'-0" � �_�) I I;
<br /> 2-0 2-Q � I I I- r-�
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<br /> SCALE: 3/4" = 1'-0" 1:1 � �
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<br /> 11 f�AT E�1DI� PARTY WA�� � GARAGE 12 �10T �SED 13 TYP� GARAGE TO ��1 T N1AT � Df� TRA�1SIT0 14 TYPICA� PORCH � AB TO U �lIT 15 TYP CA BUC�D �JG STEP 4� � �
<br /> � �� �—�
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<br /> � POST PER PLAN - LOCATE PER ARCH �
<br /> PER ARCHITECTURAL �
<br /> I SHEATHING, NAILING � �
<br /> z CURB BEYOND AND ANCHOR 80LTS
<br /> � � „ PRQVIDE ABU POST BASE OR „ >, PER SHEARWA�L � �
<br /> � ° " - - � EQUIV. AT STRUCTURAL POST & 12 SQ PLINTH W/ (4)#5 4,,, . �
<br /> � HOOK TOP BAR P.T. SILL PLATE
<br /> @ GARAGE VERT & (2) #4 EW TCP � �
<br /> (2) ,�5 CONT. � �
<br /> SEE ARCHITECTURAL FOR PAVING. SLOPF #5�18° O.C. �
<br /> COLUMN WRAP INFORMATION
<br /> A: LAN AWAY PER CIVIL � 2�_p°° 2'-0" - �
<br /> GARAGE SLAB
<br /> . ,-. �
<br /> . PORCH SLAB . . . n . . . � � .
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<br /> FINISH - - - EW T&B � � � � �s �s �s � �e � �e � � �a � � � � -' � N
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<br /> GRADE - - 10=' i��-�� -���-��
<br /> 1'-2" 1'1 I.�,�, - _,�, - �rO� �
<br /> MIN » GRD BM �""� W W .
<br /> #5@12 O.C. (2)#5 TOP
<br /> FTG PER PLAN
<br /> 2'-Q" (2)#5 C� GRADE BEAM (2)#5 BOT /
<br />_� 1'-0" TOP AND BOT _/
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3/4" = 1'-C�" SCALE: 3/4" = 1'-0�� S E C TI 0�l A T B A��0�1 Y P 0 S T
<br /> 16 NOT USED 17 POST AT PORCH STE�1 WA�� 18 SECTION AT GARAGE 19 �IOT USED 20 FTG �C GRADE BEAM TIE-1N '
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