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<br /> r
<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 SECOND POUR FIRST POUR �
<br /> � � 1/8" x 1 1/2" PREMOLDED CONTINUOUS ' '
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE HOOK A or G ' a o �,,�,
<br /> O p Q Q MASTIC JOINT STRIP OR PREMOLDED rn
<br /> -� � O Y O �� °� Y O �� �� SEE PLAN FOR GONSTRUCTION JOINT MAY BE SAWCUT AT SEE PLAN FOR " " �
<br /> #3 16" 21" 28" l4" 18" 24" � o ; o ; • � BURKE KEYED KOLD JOINT. .� .
<br /> --- _-_� � o �, o � SLAB THICKNESS SLAB THICKNESS �
<br /> ,,_ `, ,+,� _ `;;% 'T, AND REINFORCING OWNERS OPTION). SAWN JOINT SHALL BE STOP REINFORCING CLEAR OF �
<br /> #4 22" 28" 37" 19" 25" 32" � 'T " � + +� MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCWG JOINT EACH SIQE.
<br /> o N (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> Q � � � � �
<br /> #5 27" 36" 46" 24" 31" 40" 4db or � U �
<br /> f #6 33" 43" 56° 28" 37° 48" 2 1/2" Min. z db z db d . q � .. � . . .
<br /> �' db a.d. � '�44'. p d ° o- �
<br /> � � � 4 °< .e a .�� — 4 � �_ ' .r-1-9 ' a� ' �� 4 Q � C�
<br /> � . � � Q . a. ���y d',. ' 4, /.�• °_ .'^. ' . .. • . a , .a � a.4 �Q . _ ��- '° .:a; n' � � 4 , — v �� . .
<br /> W Q\/�'/ W O W O\�`'"/ � ' ' 4 � �Ty
<br /> � /\.\\ Q � /'\,\\ O � � O O ^O/' '"`O„� O O O ��. ..�� ��
<br /> '/� `;+ //��� //� \i ` �.�L �"l/
<br /> STANpARD 180 DEGREE HOQK STANDARD 90 DEGREE HOOK �+ ,������ r � - � �_� ���r` '��� � o �
<br /> , D = FINISHED INSIDE B�ND DIAMETER � 1��r -i�r-� -� '-���-' ���� -�a 1 r� Q
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTED UBGRADE AND COMPACTED SU�GRA E AND � � �
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANU�AR FILL � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR 8AR SIZE D STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGIN�ER'S RE: GEOTECHNICAL ENGINEER'S tv o
<br /> DIAMETER AND CENTER TO C�NTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACING 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 SHOWN ABOVE ARE CLASS B SPLICES. 3 6db 2 1 4" 5" 3" 3 2 1 4" 6" D - FINISHED INSIDE BEND DCAMETER RE: GEOTECHNICAL ENGINEER RE: GEOT�CHNICAL ENGINEER '�, �
<br /> " " � 4 6db 3" 6" 4" 4 3" 8" STIRRUP HOOKS TIES SEISMIC STIRRUP TIE (6 MIL. MIN.
<br /> 2. OTHER BARS ARE ALL VERTICAL BARS AND HORIZONTAL BARS WITH LESS THAN 12' OF CONCRETE � ` ) (6 MIL. MIN.) � �
<br /> CAST BELOW THE BAR. 5 6db 3 3 4" 7" 5" 5 3 3 4" t0"
<br /> W � �
<br /> 6 6db 4 1 2" 8° 6" 6 4 1 2" 1'--0" BAR SIZE D p 90 DEG. 135 DEG. 135 DEG. SEISMIC HOQK � �
<br /> 3. "TOP SARS" ARE HORIZONTAL BARS WITF! MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. A OR G A OR G APPROX. H A OR G APPROX. H -
<br /> � 3 4db 1 1 2» 4„ 4,> 2 1 2" 4 1 4» 3�, � � c�
<br /> 4. CQMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON THE DRAWINGS. �-+
<br /> PROVIDE CONTROL OR CONSTRUCTION JQINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO � � �
<br /> 4 4db 2" 4 1 2" 4 1 2" 3° 4 1 2' 3" � 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 /> 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 c, �
<br /> LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NQ ACUTE
<br /> 6 6db 4 1 2" 1'-0" 7 3 4" 4 1 2° 7 3 4" 4 1 2" U �'� °�
<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 P P R O V E D B Y T H E A R C H I T E C T. ANGLES. JOINT LOCATIQNS SHALL BE APPROVED BY THE ARCHITECT. � � �
<br /> � o c9
<br /> ' SCALE; NONE SCALE: NONE U) � �
<br /> i .: 6. �.: 2 ..., � Y.'�' 1.
<br /> 1 TYPICA� �AP SP�ICE SCHED��E C� STA�IDARD HQ01� DETAI�S � STIRR�P and TIE NOO�C QETAI�S 4 TYPICA� SNRI�IKAGE CQ�1TR0� JOI�1T S.J. 5 TYPICA� CO�ISTRUC 0 � .
<br /> C� Q TI �1 JO{ T C� J. � �
<br /> � � � ( ) � �--
<br /> GRADE RIM JOIST � � � '
<br /> � POST PER PLAN POST BASE 1" AIRSPAGE (TYP) � �
<br /> I
<br /> SHEATHING, NAILING 4X4 ABU44 r ; ;
<br /> r ��r� ��i� ��n ��n ii n AND ANCHOR BOLTS
<br /> :: ...«..:. . .::... ..�..... ' �.....;_�
<br /> ' ���� ���� ��r� i��� i��� SHEATHING, NAILING 4X6 ABU46 P.T. SILL PLATE
<br /> "� �'� �'� ��� i x� PER SHEARWALL -- �-� ��
<br /> z ( ii�u ii ii ii a � ii ii i'��i AND ANCHOR BOLTS P.T. SILL PLATE SCHEDULE ,�i �
<br /> i i i i P.T. SILL PLATE PER SHEARWALL
<br /> � � � --� � 6X6 ABU66 � �
<br /> � � - � SGHEDULE (2) #5 CONT. MAT FOUNDATION b �— . �—: .—' �—. ° R� --�- -,� � I�'l� �
<br /> -i�i — — — — — — �- — — FINISH GRADE ¢ 6X8 ABU66 ° ° � ` ° � �`
<br /> � 12" MAT FOUNDATIQN � p . . � .' d 4 ..4 .Q � • .. 1`J� � .
<br /> �� FINISH GRADE a ° 4 ° '� �` `�
<br /> n- �� PER ARCHITECTURAL � � � �ti 2
<br /> ¢ - POST PER PLAN - LOCATE - a � �� � ��� a � c7 �
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<br /> z - ` � � �i-i �0 7��� � i i CONC. PLINTH �i � �
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<br /> B: PAR Y WALL D: PARTY W LL W/STEP
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<br /> \ �,, FOUNQATION DRAIN = _ � #5 (� 12" O.C. � �-� � #5 Q 12" O.C. �, _ T&B (TYP) ��--„ � � � ¢ N � �
<br /> � � �
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<br /> � i I � 1 -0 E.W. T&B Q i
<br /> � OMIT PER GEOTECH} MIN � � MIN a �� —: .— —. — � � ,
<br /> DRAIN RE: CIVIL � o_ I :—
<br /> � d . 4 � a
<br /> 5@ 16" ALT. HOOK #5�12" O.C. 5C�t2" O.C. � L -' • � Aa . a. 4 . .. a . 4 �:. . Q. � �
<br /> 1'-5" \ # #5 C� 16" ALT. NQOK # �, a ° _Q. — ° -°�,- . ° � w
<br /> NOTE: 2'-�'_.._ NOTE: 2'-0 Q '— .—'.— —•� • Q . • C Jf-p . s w O .
<br /> #4 AT B.O. WALL — � ^. � 1,_0» � .
<br /> - _-� — - � ~ OMIT WAL� & CURB � 1'-�" EA. WA BOTTOM ' C N#4 BOTT. °�' .� o- ' ° . �. � , a . �� . a . c. d° a .
<br /> OMIT WALL & CURB @ �� � T .� _ �
<br /> 2 4 AT FTG. GARAGE DOOR OPN'G. PER PLAN 1 -0' �' �s
<br /> O # GARAGE DQOR OPN'G. -� I ITI I i- _I��I I I; 4 _a . � 4 , , a � �
<br /> T A: POST AT SPREAD FOOTING B: POST AT THICKENED FOOTING -� I I-) � �S �g o
<br /> SCALE: 3/4" = 1'-0° �
<br /> I,=1 1 I-
<br /> ! SCALE: 3/4" = 1'-0° A: SINGLE WALL C: SWGLE WALL W/STEP � �;
<br /> �� T Y P I C A� S T E P P E D F�O T �1 G 7 T Y P� E X T E R I O R F O O T I f�G 8 T Y P. G A R A G E F O O T I N G 9 T Y P I C A� P O S T B A S E � °
<br /> � 10 TYP� >
<br /> Q C� TH CKE�IED S�AB
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<br /> P.T. SILL PLATE ANCHOR BOLTS PER '= w
<br /> SHEATHfNG, NAILING SHEATHING, NAILING SHEARWALL SCHEDULE � �
<br /> AND ANCHOR BOLTS SHEATNING, NAILING �5�18" O.C. w
<br /> P.T. SILL PLATE PER SHEARWALL AND ANCHOR BOLTS AND ANCHOR BOLTS �
<br /> (2) #5 CONT.
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-0"��� PER SHEARWALL P,T. SILL PLATE �
<br /> � SCHEDULE SCHEDULE
<br /> � (2) #5 CONT. #5�18" O.C. (2) #5 CONT. #5 � 12" O.C. O � W
<br /> #4�18" O.C. (2) �5 CONT.
<br /> � » 2�_a» �,_�„
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<br /> # Q #5�12" O.C. -� I �_ �i �
<br /> i EW TB�B � - -. ° \ "— 4 • I�r� Q = �
<br /> EW T&B �
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<br /> MIN #5@12" O.C. 2'_p„ ii ° �
<br /> #5Q12" O.C. EW T&B MIN #5C�12" O.C. -�'-0" � � I 1- � �
<br /> ' 2'-0" � -
<br /> 2'-0" -I I I_ '
<br /> � 2'-0" �,�p» � � �
<br /> 1:1 � �j ,
<br /> SCALE: 3/4" = 1'-0" � o
<br /> 11 N1AT F�1D�1 PARTY WA�� @ GARAGE 12 NQT USED 13 TYP. GARAGE TO Uf�IT N1AT F(�DN TRA�ISITI0�1 14 TYP CA� PORC
<br /> ❑ H S�AB TO ��11T 15 TYPICA UI 4,
<br /> ❑ 0 B LDI�1G STEP ,�
<br /> ❑
<br /> _ _ _ - � �
<br /> POST PER PLAN - LOCATE PER ARCH �
<br /> �
<br /> ( PER ARCHITECTURAL SNEATHING, NAILING o
<br /> AND ANCHOR BOLTS � �
<br /> J $ CURB BEYOND PER SNEARWAI.I. .�
<br /> � �, , �, PROVIDE ABU POST BASE OR „ �
<br /> w " " - - EQUIV. AT STRUCTURAL POST HOOK TOP BAR 12" SQ PLINTH W/ (4)#5 � . r.,�
<br /> , � Q GARAGE VERT & (2) #4 EW TOP P.T. SI�L PLATE � �
<br /> SEE ARCHITECTURAL FOR (2) #5 CONT. V �
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE � #5@18" O.G. � � �
<br /> A: LAN AWAY PER CIVIL. - .
<br /> GARAGE SLAB 2'-�" 2'-0" �
<br /> PORCH SLAB . �
<br /> �A� 1 C . � n � . ' • • — � � �;
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<br /> FINISH � - - a. EW T&B � , a � a . ' _� � , �
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<br /> �
<br /> 1:1 10" -� � �-� � -� � �-� � �
<br /> GRADE - � 2�'e�'e��'� ��e��� � �
<br /> ''-2�' �,,, I 1= I = I = � �
<br /> GRD BM (2}#5 TOP � W W
<br /> MIN #5C�12" O.C.
<br /> 2,_�„ FTG PER PLAN
<br /> B: E�EVATION C: SECTION � -� (2)#5 Q GRADE BEAM (2)#5 BOT /
<br /> - � TOP AND 80T _�
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-Q" S L l,�Tl Q I V /1 ( I�I�
<br /> LC0�1Y POST
<br /> 16 NOT USED 17 POST AT PORCH STEM WA�� 18 SECTI0�1 AT GARA�E 19 f�OT USED •
<br /> 0 0 20
<br /> 0 FTG �C GRADE gEAN1 TIE— �1
<br />
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