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<br /> f'c = 3000 psi f'c = 400Q psi 6db for #3, #4, #5 � � „ „ , SECQND POUR FIRST POUR �
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 12db for # , #7, #8 1/8 x 1 1 f2 PREMOLDED CONTINUOUS
<br /> HOOK A or G o 0 6 � .
<br /> SIZE Ld LAP SPLICE �AP SPLICE Ld LAP SPLICE LAP SPLICE �'� MASTIG JOINT STRIP OR PREMOLDEQ o
<br /> � O � O � Y � ,� a Y 0 ;; �� SEE PLAN FOR CONSTRUCTION JQINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. �
<br /> .' . . ..> » u . n.. . . . ..n � � 0 �i 0 i� . � . �
<br /> #3 16' 21' 28 14 18 24 _ ____� o , o , SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB TNICKNESS STOP REINFORCING CLEAR OF a�
<br /> � (+ �, �+ +;� ' ',+,� _ , ' ',+,� AND REINFORCING MADE AS SQON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE. �
<br /> #4 22" 28" 37" 19" 25" 32" o �� � �/ �� (TYP.) dAMAGE TO SURFACE. (TYP.) �
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<br /> #5 27 36 46' 24" 31 40' o o n - O �,
<br /> 4db or . . ,
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<br /> #6 33" 43" 56„ 28„ 37» 48,� 2 1/2' M in. J � � e.a. a �� a J�4 d� Q —
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<br /> �K\,+ �K\,.+ �K\;+ _ o �
<br /> STANDARD 180 DEGREE HQOK STANDARD 90 DEGREE NOOK I I �� _i .��L„ �l.i� � , c� a
<br /> D = FINISHED INSIDE BEND DIAMETER � �
<br /> 6db for #3, #5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SU�GRA E AND � ,
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HQOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FI�L � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR BAR SIZE D � � �
<br /> diAMETER AND CENTER TO CENTER SPACWG GREATER THAN OR EQUAL TO TWO BAR DIAMETERS SPACING 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 SHdWN ABOVE ARE CLASS B SPLCCES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D - FINISHED INSIDE BEND DIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGWEER �� �
<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" 6 MIL. MIN.) (6 MIL. MIN.) � -�
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4" 10" STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE � W � �
<br /> 6 6db 4 1 2" 8" 6" 6 4 1 2" 1'-0" BAR SIZE D D g0 DEG. 135 DEG. 135 DEG. SEISMIC HOOK _ � ---
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CQNCRETE CAST BELOW THE BARS. A OR G A OR G APPROX. H A OR G APPROX. H _ � ° c�
<br /> 4. COMPRESSION LAP SP�ICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. 3 4db 1 1 2" 4' 4" 2 1 2" 4 1 4'� 3" � �' �
<br /> PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS lN SLABS ON GRADE TO � �
<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' LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE U � �
<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 (I7 .-�, c�
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<br /> ini u�i iiu ini ini AND ANCHOR BOLTS P.T. SILL PLATE SCHEDULE �
<br /> PER SHEARWALL 6X6 ABU66 . _ Q. , .
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<br /> SCALE: 3/4" = 1'-0" �—) I I o
<br /> SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP O O
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<br /> AND ANCHOR BOLTS #5@18" O.C.
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOLTS � AND ANCHOR BOLTS P.T. SILL PLATE �
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-0" 2�-��� PER SHEARWALL �
<br /> (2) #5 CONT. SCHEDULE SCHEDULE
<br /> (2) #5 CONT. (2) #5 CONT. #5 C� 12" O.C. O i W
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<br /> 11 N1AT F�1Df� PARTY �VA�� @ GARAGE 12 f�OT USED 13 TYP. GARAGE TO �f�IT MAT �NDN TRA�ISIT Of� 14 TYP CA� PQRCH S�AB TO U�1kT 15 TYPICA� BUI�D f�G STEP 4� �
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<br /> �- C� GARAGE VERT & (2) #4 EW TOP P.T. SILL PLATE t , �
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<br /> (2� #5 CONT. U �
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<br /> COLUMN WRAP INFORMATION PAVING. SLOPE �
<br /> A: LAN AWAY PER CIVIL. � 2'_p" 2'-0" �
<br /> PORCH SLAB GARAGE SLAB Q
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<br /> FINISH - — - EWT&B � � � � e� � ��� � � � � ����� �� �..�.,, .
<br /> GRADE 1,_2„ 1:1 �� _�;I� � � (,i'�'_� � �
<br /> MIN GRD BM (2)#5 TOP � ^ w
<br /> #5C�12" O.G. FTG PER PLAN
<br /> 2'-0" (2)#5 � GRADE BEAM (2)#5 BOT /
<br /> 1'-� TOP AND BOT _�
<br /> B: ELEVATION C: SECTION
<br /> SCA�E:, 3/4" = 1'-0" SCALE: 3/4" = 1'-0�� S E C T 0�l A T B A�C 0 N Y P 0 S T
<br /> 16 NOT USED 17 POST AT PORCH STE�1 WA�� 18 SECTION AT GARAGE 19 f�OT USED 20 FTG 8c GRADE BEANi TIE— �1 '
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