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f'c = 3�00 psi f'c = 4000 psi
<br /> 6db for #3, �4, #5 � � , „ , SECOND POUR FIRST POUR �
<br /> 1/8' x 1 1/2 PREMOLDED CONTINUOUS �
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS HOOK A or G 12db for #6, #7, #8 0 0 �, 6 MASTIC JOINT STRIP OR PREMOLDED
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLIC� Q Q a
<br /> ¢ �� °� ¢ �� �� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT.
<br /> > > ,> a � � � � Il Y � II � co
<br /> #3 16" 21" 28" 14' 18' 24 _ _____, o ,� o ,� SLAB TNICKNESS OWNERS OPTION}. SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF o�
<br /> =-
<br /> - � (+ �, �;+, +,`� _ ,,�' �,+,� = ti% ',+_,� AND REINFORCING MADE A5 SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE. �
<br /> . #4 22" 28" 37" 19" 25" 32" o �- � `� (TYP.) QAMAGE TO SURFACE. (TYP.) �
<br /> N
<br /> ¢ � . . .
<br /> #5 27" 36" 46" 24" 31° 40" 4db or � � � '~
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<br /> 2 1/2" Min. .a_, � a � .- ..� � � a— . a: _ � �
<br /> #6 33 43 56 28 37 48 � � � <. �-a .a Q< . <, �a.a— a ;�Q � .`a .
<br /> ¢ ¢ ¢ _ < •q. , a. . _ . . _ . Q
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<br /> �K�+ �K\t'+ �K�+ � , ` � cfl
<br /> �
<br /> STANDARD 180 DEGREE HOOK STANDARD 9Q DEGREE HOOK -���1�- � �.. �11 I„�II(-�L _� = I ' Q o
<br /> D = FINISHED INSIDE BEND DIAMETER � �
<br /> � � �
<br /> 6db for #3, �5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SUBGRA E AND � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR BAR SIZE D STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR F1LL GRANULAR FILL � � �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER TNAN OR EQUAL TO TWO BAR DIAMETERS (SPACING D A QR G J BAR SIZE D A OR G STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPSfTIES RE: GEOTECNNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � � o
<br /> VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS ,_
<br /> AND COVER CASE 1). TENSIQN LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4' S° 3" 3 2 1 4 6" D = FINISNED 1NSIDE BEND DIAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER � �
<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" STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 MIL MIN.) (6 MIL. MIN.) W � �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4° 10" 9Q DEG. 135 DEG. 135 DEG. SEISMIG HOOK
<br /> 6db 4 1 2" 8" 6" 6 4 1 2" 1'-0" BAR SIZE D Q � �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELQW THE BARS. A OR G A OR G APPROX. H A OR G APPROX. H � � c�
<br /> 4. COMPRESSION LAP SPLICES SHAL� BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. 3 4db 1 1 2" 4" 4" 2 1 2" 4 l 4" 3" �- � �
<br /> 4 4db 2" 4 1 2" 4 1 2° 3" 4 1 2" 3" PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO � � �.,
<br /> 5. QEVELOPMENT 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" BREAK UP SLAB INTO REGTANGULAR AREAS OF 40Q SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR U � �
<br /> LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL 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" � z �?
<br /> - ANGLES. JOWT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SNALL BE APPROVED BY THE ARCHITECT. � o �
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<br /> SCALE: NONE SCALE: NONE � � �
<br /> 1�� TYPICAI� I�AP SP�ICE SCHED��E 2 STA�IDARD NOOI� DETAI�S 3 STIRRUP and TIE HOOK DETAC�S 4 TYPIQA� SHRI�JKAGE CONTRO� JOINT S.Jr $ � y '
<br /> ❑ � 0 ( ) 0 5 TYP �A� CO�ISTRUCT 0�1 JOI�JT (C. J. ) :�f y �--
<br /> _ , { .;
<br /> GRADE RIM JOIST POST PER PLAN POST BASE 1" AIRSPACE (TYP) Y: U
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<br /> 4X4 ABU44 y
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<br /> „. SHEATHING, NAI�ING
<br /> �' `
<br /> ii�i ii,i ii ii i�n i�ii AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE
<br /> ivi ivi ivi iiii n�i SHEATHiNG, NAILING P.T. SI�L PLATE �
<br /> �ki i�i i�i ic� i�i PER SHEARWALL
<br /> i�ii ii�i ii�i ii�� i��i AND ANCHOR BOLTS
<br /> z 19 °11 °�� °11 °'� PER SHEARWALL SCHEDULE
<br /> �
<br /> � i i i i P.T. SIL� PLATE (2) #5 CQNT. MAT FOUNDATION 6X6 ABU66 Q � _ ._ �• o. ,a .�. � � ,���j� o
<br /> � — — — — — — � — — — SCHEDULE FINISH GRADE � i �, � • � . .
<br /> � � 6X8 ABU66 0 0 . o. a a a r �
<br /> 12 MAT FOUNDATION ¢ a� a . ° � ° �� a °-�; ° ''' ~ � ��
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<br /> PER PLAN 1 -0 � � �� � � � �' — C°
<br /> _ � • . •
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<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING � ( �- � � �_� � �- `� �
<br /> SCALE; 3/4" = 1'-0" SCALE: 3 4" = 1'-0" �
<br /> � A: SINGLE WALL C: SINGLE WALL W/STEP o 0
<br /> � TYP CA� STEPPED FOOT NG 07 TYP� EXTERIOR �OOT f�G 80 TYP. GARAGE FOOT �1G 0 TYPICA� P�ST BASE 10 TYP. TN CKE�IED SLAB W �
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<br /> SHEATHING, NAILING P.T. SILL PLATE ANCHOR BQLTS PER � w
<br /> I AND ANCHOR BOLTS SHEATHING, NAILING ,� SHEATHING, NAILING SHEARWALL SCHEDULE � �
<br /> AND ANCHOR BOLTS #5@18 O.C. AND ANCHOR BOLTS °-
<br /> P.T. SILL PLATE PER SHEARWALL � 2'-0" PER SHEARWALL P.T. SILL PLATE �
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2-0"�
<br /> (2) #5 CONT. SCHEDULE
<br /> SCHEDULE (2) #5 CONT. #5 � 12" O.C. Q i W
<br /> (2) #5 CONT. #5(�18" O.C. #4@18" O.C. (2) #5 CONT.
<br /> 2'-0" ��_0»
<br /> 2�2 �� � � UNI.T SLAB --
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<br /> # � MIN #5C�12" O.C. MIN » 2�_�" i i �, • � �
<br /> �C�12' O.G. EW T&B #5�12 O.C. - � 2'-0" J� � �1 I 1-
<br /> 2'-0" 2'-0" -1 I �_� r� �
<br /> - -�2,_�"_ � 1>_�„ - � �
<br /> SCALE: 3 f 4" = 1'-0" 1�1 � �
<br /> 11 MAT Ff�D�1 PARTY WA�� @ GARAGE 12 f�QT USED 13 TYP. GARAGE TO �Jf�IT �IAT FND�1 TRA�1S TIO�J 14 TYPICAL P�RCH S�AB TO �N T 15 TYPICAI� BUC�DI�IG STEP � �
<br /> � ❑ � 0 0
<br /> _ _ _ Q �
<br /> POST PER PLAN LOCATE �
<br /> ' PER ARCHITECTURAL PER ARCH O
<br /> Z I CURB BEYOND SHEATHING, NAILING � �
<br /> ¢ AND ANCHOR BOLTS
<br /> J PROVIDE ABU POST BASE OR , PER SHEARWALL +, -r--�
<br /> °- " ° 8" 12' SQ PLINTH W/ (4)#5 � • r--�
<br /> � " ° - - = EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) #4 EW TOP P.T. SlLL PLATE c I �
<br /> (� GARAGE ^
<br /> SfE ARCHITECTURAL FOR #5�18" O.C. (2) #5 CONT. � �
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE
<br /> A: LAN AWAY PER CIVIL. � 2'_p" 2'-0" �
<br /> PORCH SLAB GARAGE SLAB O
<br /> a - • r� O
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<br /> � e�'e�e�'e� �' �'e�'�� � � �-,
<br /> GRADE 10" -� � �-�� � � �-� � �
<br /> 1= 11,,, 1 = ��T� �
<br /> 1,_2,� 1:1 GRD BM (2)#5 TOP � M�*i-�1 w
<br /> MIN #5@12" O,C.
<br /> 2'-0" FTG PER PLAN �2�#5 C� GRADE BEAM (2�#5 BOT /
<br /> 1'-� TOP AND BOT _�
<br /> B: ELEUATION C: SECTION
<br /> . S�A�E: ��4" _ �'-°" SCA�E: 3 f 4�� _ ,�-o�� S E C T I 0 N A T B A�C 0 f�Y P 0 S T
<br /> 16 �1�T USED 17 POST AT PORCH STEI� WA�� 18 SECTI0�1 AT �ARAGE 19 NOT USED 20 FTG c� GRADE BEAI� TIE—If� '
<br />
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