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<br /> f'c = 3000 psi f'c = 4000 psi
<br /> 6db for #3, #4, #5
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 12db for #6, �7, �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 HOOK A or G o � �-��' MASTIG JOINT STRIP OR PREMOLDED o
<br /> � � 4 � �" ¢ " �� SEE PLAN FOR C4NSTRUCTION JQINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYEd KOLD" JOINT. �
<br /> .p � O Y O ii Y O ii
<br /> �> �> » » � �� � � o '� � " ' SLAB THICKNESS SLAB THICKNESS STQP REINFORCING CLEAR OF o�
<br /> #3 16 21 28 14 18' 24 ___ o �, o �' OWNERS OPTION). SAWN JOINT SHALL BE
<br /> -� �-+ -----� � `+ +, , + _ +
<br /> AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT ANO REfNFORCING JOINT �ACH SIDE. �
<br /> #4 22" 28" 37" 19" 25" 32" o `" � `� ��� (TYP.) DAMAGE TO SURFACE. (TYP.) '
<br /> Q N ,
<br /> N
<br /> #5 27" 36" 46" 24" 31" 40" 4db or o � 4 . ,. . . U �
<br /> �, db c, db c, db a.a. : �' . ., . "pd'r . ' 'wa a. a •a' ' ' a a. : Z �
<br /> » a a. . .. ' �Q . �_ � _ ��_ — � 4'd
<br /> #6 33" 43° 56„ 28" 37» 48„ 2 1/2 Min. c c Q aQ �a .e�d '., "^:r'e_ °. ° . . < _:a . �Q a' ' d�---�— , _ � ° Q ° . � �
<br /> W� Q/�jf/� W� Q/�jf�/ W� Q/�I�/ -S��' d '10.d .R!- � 1�, " .
<br /> /� \i+ /� \;� /� \t;T _ � � . '.
<br /> � �
<br /> STANQARa 180 DEGREE HOQK STANDARD 90 DEGREE HOOK � ��� � _ � � �-� � ' � � o
<br /> D = FINISNED INSIDE BEND DIAMETER ` °' �
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTEQ UBGRADE AND COMPACTED SUBGRA E AND � � �
<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 JOINT GRANU�AR FIL.L GRANULAR FILL � c� �
<br /> STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIG STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING sAR SIZE D 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 SNOWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D - FINISHED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAI. ENGINEER � � �
<br /> 2. "OTHER SARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS TNAN 12° OF CONCRETE 4 6db 3" 6" 4" 4 3" 8" STIRRUP HOOKSjTIES SEISMIC STIRRUPjTIE (6 MIL MIN.) (6 MIL. MW.) � -�
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 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 BELOW THE BARS. BAft SIZE D D A OR G A QR G APPROX. H A OR G APPROX. H � ° �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MfN. U.N.O. ON THE DRAWINGS. 3 4 d b 1 1 2" 4" 4" 2 1 2" 4 1 4 3 PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL O R CONSTRUCTION JOINT S I N S L A B S O N G R A D E T O � v �'
<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 SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -�-' '� �
<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 � z �
<br /> 6 6db 4 1 2° 1'-0" 7 3 4" 4 1 2" 7 3 4" 4 1 2° LESS. AREAS $HALL BE APPROX, SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE
<br /> 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 PPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALL BE APPRQVED BY THE ARCHITECT. �
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<br /> _ SCALE: NONE SCALE: NONE
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<br /> ii ri i�ri i�n i�n ii ri AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE
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<br /> P.T. SILL PLATE PER SHEARWALL \ -
<br />, iii i�i in i�i iz� _
<br />� i��i ���i i��i ���i ���E AND ANCHOR BOITS � �
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<br /> \ = RE: CIVIL MAY , » " E.W. T&B FOUNDATION �' E.W. T&B J � — � —:_ —. ° — � � � `-
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<br /> #4 AT B.O. WALL - —_ - � '_ 1 -0�- 1 -0�_ EA. WAY � �� CONT. � � a� � �s •. � ° • _T . W _ • co ,
<br /> --�-- — \ OMIT WAL� & CURB (� OMIT WALL & CURB � PER PLAN � -� -, � �_��_ � -I I (; �a .a� . 4 a, . e �
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<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOQTING ( ( � � �,_� E I- `� �
<br /> 0
<br /> SCALE; 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" A: SINGLE WALL C: SINGLE WALL WfSTEP O O
<br /> 6 TYPICA� STEPPED �OOTIf�G 7 TYP. EXTER OR FOOTIf�G 8 TYP. GARAGE FOOT(NG 9 TYP CA� POST BASE 10 TYP. THICKE�JED S_AB ~ �
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<br /> SHEATHING, NAILfNG P.L SILL PLATE SHEARWALP SCHEDULE � � �
<br /> ANQ ANCHOR BOLTS SHEATHING, NAlLING # SHEATHING, NAILING w
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOLTS 5@18° O.C. �
<br /> AND ANCHOR BOLTS P.T. SILL PLATE �
<br /> P.T. SlLL PLATE PER SHEARWALL 2�_p" 2'-0" PER SNEARWALL „ �
<br /> 2 5 CONT. SGHEDULE SCHEDULE 2 5 CONT. z w
<br /> � � # SCHEDULE � � # #5 @ 12 O.C. O i 2
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<br /> � ,> 2'-0" � -�
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<br /> #5�12" O.C. MIN 2-�' i i � � � �'"� .
<br /> MIN 5�12" O.C. �' � �� F-I
<br /> #5@12" O.C. EW T&B # -��-�� �� � -I I 1= `
<br /> 2'-0" 2'-0" _I I (-. ' � � �
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<br /> SCALE: 3/4" = 1'-0" -�
<br /> �lS TIQf� 14 TYP CA� PORCH SI�AB TO U�IIT 15 TYPICA� BUI�DI�G STEP 4� �
<br /> 11 N1AT F�1D�1 PARTY WAI�� @ GARAGE 12 (�OT �SED 13 TYP. GARAGE TO U�IIT N1AT F�1D�1 TRA 0 0
<br /> 0 0 0 �
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<br /> POST PER PLAN - LOCATE PER ARCH �
<br /> PER ARCHiTECTURAL Q
<br /> I SHEATHING, NAILING � �
<br /> Q CURB BEYOND
<br /> � ,, „ PROVIDE ABU POST BASE ORA N D A N C H O R B O L T S
<br /> g�� 12" SQ PLINTH W/ (4)#5 PER SHEARWALL `� �
<br /> � ° - - EQUIV. AT STRUCTURAL POST HOOK TOP BAR P.T. SfLL PI.ATE V��
<br /> VERT & (2} #4 EW TOP �,.� �i
<br /> a. Q GARAGE
<br /> (2} #5 CONT. U �
<br /> SEE ARCHITECTURAL FOR #5@18 O.C.
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE � �
<br /> A: LAN AWAY PER CIVIL, 2'-0" 2�-��� �
<br /> GARAGE SLAB
<br /> PORCH S�AB .. � . � � $�,
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<br /> GRD BM (2)#5 TOP
<br /> MIN #5C�12" O.C. FTG PER PLAN
<br /> 2'-0" (2)#5 @ GRADE BEAM (2}#5 BQT /
<br /> 1'-0" TOP AND BOT _�
<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 I�C 0 N Y P 0 S T
<br /> . 16 NOT �SED 17 POST AT PORCH STENI WA�� 18 SECT ON AT GARAGE 19 NOT USED 20 FTG � GRADE BEAM TIE— f�l ' �.
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