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f'c = 3000 psi f'c = 400Q psi
<br /> 6db for #3, #4, #5 � � „ , SECOND POUR FIRST POUR �
<br /> BAR OTH�R BARS TOP BARS OTNER BARS TOP BARS NOOK A or G 12db for �6, #7, #8 0 0 � 1/8 x 1 1/2" PREMOLDED CONTINUOUS �
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE �� MASTIC JOINT STRIP OR RREMOLDED o
<br /> � O � � O � O ;; °� Y p i; � SEE PLAN FQR CQNSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. � �
<br /> #3 16" 21" 28" 14" 18" 24" � ___ ___, � Q �� o �� � SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF o� '
<br /> � (+ �, ��+ +y , ' '�,� _ , ' ' ;� AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACN SIQE. �
<br /> #4 22" 28" 37" 19" 25" 32" � o � � ��� �� (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> Q N
<br /> #5 27" 36" 46" 24" 31" 40" o o Q U -�
<br /> 4db or .
<br /> ` db �, db c� db � �' a, < . � a ' < . Z �
<br /> ., » „ ,� » „ 21 2" Min. z z z `°:a_,< aa. •. '—Q� �d�. �6-_ ' 4�4 a < � . —� d=
<br /> #6 33 43 56 28 37 48 <. — • �—.°, : `< � '° . . r
<br /> „J J J �� 'q. 'a 4 a' d� � i-�
<br /> Q Q ¢ ° d�' n . e�.J- ° n� ' 4' - d' 4 FTy
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<br /> i��+ i��� i�� _ _ - - � �
<br /> �
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK '�� �����r �-�-�����i i��= �i�, `=���i��T�� � � o
<br /> D = FINISHED INSIDE B�ND DIAMETER � � a� �
<br /> 6db for #3, #5 CUT ALT. WIRES COMPACTEQ UBGRADE AND � � �
<br /> COMPAGTED SUBGRA E ANd
<br /> 1. TENSION LAP SPLICE SNOWN ABOV� ARE FOR CONCR�TE GOVER GREATER THAN OR EQUAL TO BAR BAR SIZE D STANDARD 180 DEGREE HQOK 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 (SPACING D A OR G J BAR SIZE D A OR G STIRRUP HOQKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S cll �
<br /> VAPOR BARRIER RECOMMENDATIONS VAPOR BARRIER RECOMMENDATIONS � -�
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLCCES. 3 6db 2 1 4" 5" 3" 3 2 1 4° 6" D = FINISNED INSIDE BEND DfAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER � � .
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12" OF CONCRETE �- 6db 3" 6" 4" 4 3" 8"r STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 MIL. M4N.) (6 MIL. MIN.} � � ^
<br /> CAST BELOW THE BAR. � 6db 3 3 4 7" 5" 5 3 3 4 10' W �-
<br /> _�6� 6db 4 1 2" 8" 6" 6 4 1 2" 1'-0" BAR SIZE D D 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK o �
<br /> . 3. "TOP BARS' ARE HORIZONTAL BARS WITH MORE THAN 12 OF CONCRETE CAST BELOW THE BARS. � A OR G A QR G APPROX. H A OR G APPROX. N � � �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAN(INGS. 3 4db 1 1 2" 4" 4" 2 1 2" 4 1 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 TQ PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO � a� Q,
<br /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -+-� � �
<br /> ,� „ ,� , �, » c.� �
<br /> 5. DEVELOPMENT LENGTH (Ld) IS "OTHER BARS", CLASS A. 5 4db 2 1 2 6 5 1 2 3 3 4' S 1 2 3 3 4 U •� �
<br /> 6 6db 4 1 2" 1'-0" 7 3 4" 4 1 2" 7 3 4" 4 1 2" LESS. AREAS SHALL BE APPROX, SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NQ ACUTE
<br /> ANGLES. JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. ANGI FS. JOINT LOCATIONS SHALL BE APPROVEQ BY THE ARCHITECT. � z �
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<br /> SCALE: NONE SCALE: NONE
<br /> 1 TYP CA� �.AP SP� CE SCHEDU�E 2 STAf�DARD HOO�C DETA �S 3 STIRRUP and TIE NOOK DETA I�S 4 TYP CA� SHR �1KAGE CO�1TR0� JO �1T S.J. 5 TYP CA� CO�ISTRUCTfO�I JO �1T �C. J� ) �� f— ; y �
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<br /> GRADE RIM JOIST 1 POST PER PLAN POST BASE I 1" AIRSPACE (TYP) � ' ' -
<br /> L �` -
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<br /> � � 4X4 ABU44
<br /> SHEATHING, NAILING �
<br /> ,
<br /> ii�i ii n i�a ii ri ii n AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE � _���
<br /> nii iui irrr ivi ivi SHEATHING, NAILING
<br /> i�� i�� i�i ir� i�i PER SHEARWALL iw �
<br /> i,�i ���i i��� i��i i��� AND ANCHOR BOLTS P.T. SILL PLATE
<br /> SCNEDULE , �,T `-
<br /> PER SHEARWALL � . . � .
<br /> z uu uu uu uu uu 6X6 ABU66 _ a ' a �-
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<br /> � i i �i P.T. SILL PLATE SCHEDULE (2) �5 CONT. MAT FOUNDATION a b= .--'. Q . ' . :. �' �1� o
<br /> _ � � 6X8 ABU66 p o . . . o a. _ . ..Q . � � r �
<br /> � � _ _ � _ _ _ � _ _ _ FINISH GRADE '
<br /> . �
<br /> i� i i 12" MAT FOUNDATION ( ' i "° e ° � ° Q. .. . °—�' ._° �. . � ..° . � � `�'?,�`�
<br /> � �a FINISH GRADE POST PER P�AN - LOCATE °o•— .—a— �'� — 4 . ° � . a � °° a � � � " a �
<br /> ��-���-���-_ a� . � �, -
<br /> ¢ =111-1 I I=111- = Z �� � PER ARCHITECTURAL � � � �"' `� o
<br /> ���-���-���-��� a O° � , — � :____. ' $� � � � �e .`�,. e � o
<br /> � S 1.5 H S � Z ��-n- a �s Q • o - . °. a • o POST BASE S ONG. ' f 1-�1- �={I�I I {,-: .a .a�- ° . 4 -�a — ; ' Q���y �, ��``' '
<br /> � � I I d � . - � '. ' 1 ,� I —I � `j �
<br /> a �� ° Q.a� s � � . � ���-� a . ° e.a. 6 - 12 SQUARE ( I- � I, , ,I I I- � ���
<br /> — — (2) #5 CONT. - - �°� . Z � � (_ ��a p a. �� CONC. PLINTH
<br /> :--
<br /> a ' � i-i �a� i r i i B: PAR Y WALL D: PARTY W LL W/STEP
<br /> \ � -� �a. .. � � � � (2) #5 CONT. °. .. � � � - °� �; O° �'�
<br /> � _ _ ¢ � � o��—� a ° =1 I 1�-1 I I � �o � _, ` � _ =1 I 1�-1 I I N i��ii_ _ii�fi �ii� „ �, � �-
<br /> � \ � �o$ o�— 4 • �
<br /> �, �5 @ 12 O.G P.T. SILL PLATE a- � z � w z �
<br /> 0 o e a�- 4 � i T&B (TYP) c~n � n � � \ u-- oQo
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<br /> N F O U N D A T I O N D R A I N -' I= � #5 C� 1 2" O.C. � C-� � #5 C� 12" O.C. �' � � , Q � � �
<br /> \ � = RE: CIVIL (MAY � I 1'-0" _`� E.W. T&B FOUNDATION 1'-0" " E.W. T&B � � b - --; � I :—.— —. ° a. � �
<br /> OMIT PER GEOTECH} � MIN r' QRAIN RE: CIVIL � MIN � � � o ° . ° 4 � 4 a ..° a q7 • o �j �
<br /> \ \ #5 C� 16" ALT. NOOK #5C�12" QC. �5 C� 16" ALT. HQOK #5@12" O.C. � � _ • i °a . :. 4 �. a �� � a. 4 . • � a � �-4 �a. � 4 � � .
<br /> 1�-5" NOTE: 2>_�» NOTE: 2�-0�� °Q• e a . a � a a a �
<br /> � 1'-0" 1'-p" (2) #4 BOTTOM (2} �4 BOTT. . �
<br /> #4 AT B.O. WALL - — — - �- - -�- - �- EA. WAY � „ CONT. �' � � � � �� � ° T � — � .
<br /> --� — \ OMIT WALL & CURB C� OMIT WALL & CURB C� PER PLAN � -� -, � �-��_ � -) ( (= a .a . � 4 a. � . �
<br /> (2) #4 AT FTG. GARAGE DOOR QPN'G. GARAGE DOOR OPN'G. _� � -1 I I- ' ° o
<br /> T A: POST AT SPRERD FOOTING B: PQST AT THICKENED FOOTING � I I `� �,_� ( I- � �.
<br /> SCALE: 3/4" = 1'-0" SCALE: 3 4" = 1'-0" Z �
<br /> I A: SINGLE WALL C: SINGLE WALL W�STEP � �
<br /> 6 TYPICAI_ STEPPED EOOTING 7 TYP� EXTERIQR �OOTI�IG 8 TYP. GARAGE FOOTING 9 TYPICA� POST BASE 10 TYP. TH CKE�IED S�AB ~ �
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<br /> SNEATHING, NA��ING AND �'
<br /> SHEATHING, NAILING P.T. SIL� P�ATE ANCHOR BOLTS PER � w
<br /> I SNEATHING, NAILING » SH�ATNING, NAILING SHEARWALL SCHEDULE w �
<br /> AND ANCHOR BOL.TS #5C�18 O.C. �
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOI.TS AND ANCHOR BOLTS
<br /> SCHEDULE P.T. S{LL PLATE PER SHEARWA�L 2'-0"��� PER SNEARWALL P.T. SILL PLATE 5@ 12" O.C. O � 2
<br /> (2) #5 CONT. - SCNEDULE SCHEDULE (2) #5 CONT. # 2 w
<br /> I � (2} #5 CONT. #5�18" O.C. ' (2) #5 CONT. �
<br /> , #4@18' O.C.
<br /> 2-0 2'--Q° � >>_�„
<br /> � z �, �, � z � UNIT SLAB �2-a ��'-0" UNIT S�AB � ¢
<br /> � ¢ � II •II � ¢ a — ° .— :. �— ` aW. � II .
<br /> °- Q �I� � 6 �- � �. �a z S.O.G. y� 4.--
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<br /> d ill 91( 4 . �— . � __�a._---- 4 . o—/'— o z a � . .a ' ' •� Q . Jli � �, .
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<br /> � Q�'—4..—a '°� ' •�r- ___.°' 4 � ° . . ° • ° ` SLOPE PER ARCH � �=I I I=I a �, � ° ;'-?� � � — 'a. . .a ' � Q�
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<br /> EW T&B - - = EW T&B � a 4 . � . i� a � �
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<br /> ""'$+ � �.f'O _ _ Q�, . .a��. " �d d .
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<br /> 1:1 1:1 � �
<br /> 1'-6" 1'-0" #5�12' O.C. Q .— ii 4 ._ �
<br /> „ MIN #5�12" O.C. MIN 2�-��� ii ��, � � �
<br /> #5C�12 O.C. EW T&B #5C�12" O.C. - -�'-0" �� � , -I I I;
<br /> �-0 2 q -I I I- � �
<br /> � 2'-0" 1 --��- �
<br /> � � �� 1:1 � .
<br /> SCAI.E: 3/4' = 1 -0
<br /> 11 MAT FNDN PARTY WA�.� � GARAGE 12 �IOT USED 13 TYP. GARA�E TO U�IIT �IAT FND�1 TRA�JSIT Of� 14 TYPICA� PORCH S�AB TO ��1 T 15 TYPICA BU �Q �1G STEP
<br /> � � .
<br /> 0 �
<br /> __ _ _ _ _ Q �
<br /> POST PER P�AN - LOCATE
<br /> PER ARCHITECTURAL PER ARCH � �
<br /> I CURB BEYOND SHEATHING, NAILING �
<br /> Z AND ANCHOR BOLTS �_„�
<br /> ¢ PROVIDE ABU PQST BASE OR PER SHEARWALL �--�
<br /> � �� �� ' � 12" SQ PLINTH W/ (4)#5 � • *--�
<br /> � ;� ° -- — EQUIV. AT STRUCTURAL POST 8 HOOK TOP BAR VERT & (2} #4 EW TOP P.T. SILL PLATE � �
<br /> a @ GARAGE
<br /> �2) �5 CONT. U �
<br /> SEE ARCHITECTURAL FOR �5C�18" O.C.
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE � � � � �
<br /> A: LAN AWAY PER CIVIL. 2'-0° 2�-��� �
<br /> PORCH SLAB GARAGE SLAB � �
<br /> • ��• � .
<br /> A i i C I° �Q. ^a •Ta ° o � � l� ° Q T� ` o � Q
<br /> 4 �
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<br /> I (—� � � ' I `� n . -� a d.. . a , � a � — j/� s` lJ ��q)
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<br /> �°� � 5C�12° O.C. -��- ° . � �: (:° � - - -� � F-i -�--�
<br /> � a # � a a � . _, , .III, . .III. . .N
<br /> FINISH - - _ EW T&B �e � � �e � � �s �a � � � �a �s � � �a � � � 4�
<br /> � � � � � � 2��� � � � �
<br /> GRADE - 1'-2» 1:1 10, ��;i�� � ��.� �;ii� � �� �[�] ✓ ,
<br /> �'N GRD BM (2)#5 TOP ^ w
<br /> #5C�12" O.C. FTG PER PLAN
<br /> 2'-0" (2)#5 � GRADE BEAM (2}�5 SOT /
<br /> 1'-p" �" TOP AND BOT �
<br /> B: ELEVATION C: SECTION
<br /> SCALE: ,3/4" = 1'-0" SCALE: 3/4" = 1'-�" S E C TI��1 A T B A�C 0�l Y P 0 S T
<br /> � 6 NOT USED 17 POST AT PORCH STE�1 WA�� 18 SECTION AT GARAGE 19 �IOT USED 20 FTG �C GRADE BEA�I T E-1�1 '
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