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f'c = 3000 psi f'c = 4000 psi -
<br /> 6db �or #3, #4, �5 � � , , SECOND POUR FfRST POUR �
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS HOOK A or G 12db for #6, #7, #8 1/8' x 1 1/2" PREMOLDED CONTINUOUS _
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLfCE LAP SPLICE Q 0 ¢ � Q �� MASTIC JOINT STRIP OR PREMOLDED � �
<br /> �� ;; � SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FQR BURKE "KEYED KOLQ" J�INT. �
<br /> #3 16" 21" 28" 14" 18" 24° � __ � � �� � � � STOP REINFORCING CLEAR OF o�
<br /> __--__� a � o � � OWNERS OPTION). SAWN JOINT SHALL BE
<br /> _._ � -, (+ � �, ;T -t-) _ , .: f, = z \� � I,+, A DB EHN ORCING AND RE(NFORCING � .
<br /> #4 22" 28" 37° 19" 25" 32" � ,- - -� MADE AS SOON AS POSSIBLE WITNOUT JOINT EACH SIDE.
<br /> �
<br /> o � ��� �� (TYP•) DAMAGE TO SURFAC�. (TYP.) �
<br /> N
<br /> �5 27" 36" 46" 24" 31" 40" ¢ � � � �
<br /> 4db or �, db . � . . . . �
<br /> U �
<br /> � �, db � db ° Z s
<br /> a-0 a . .< , :.9�.. 4 .< � a � �
<br /> _� ,Y,_,_�° ' . ,. '' . • a a a.;
<br /> 2 1 f2 Min. z z z .QV, a. _; � .. � ,a<. ,.. � �,-_ :
<br /> �6 33° 43" 56" 28" 37" 48" � � � , ,. .�---9 .° 4 d . q'�,V,4; 4� , O Q . Od�^a. a Q Q � '.a <. U� �,
<br /> �
<br /> o � o � Q a
<br /> �o 0 0 �o �/- 13-. o ��+r 1�.�
<br /> � � �
<br /> STANDARD 180 DEGREE HOOK �<+ ��\,+ �,-�' - _ _ _ - - - I I�I -1 -� _ = T I � � .
<br /> STANDARD 90 DEGREE HQOK ,7f=1 I�� ,� I�T�1� ,-� .�ir, �-f� � � o
<br /> D = FINISHED INSIDE BEND DIAMETER �
<br /> 6db for 3, , 5 � ~ COMPACTED UBGRADE AND � COMPACTED SUBGRA � ANp � �
<br /> # # CUT AI T. WIRES � � � .
<br /> 1. TENSION LAP SPL,ICE 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 GRANULAR FIL� GRANULAR FILL � � �
<br /> STIRRUP HOOKS/TIES STIRRUP HOOKS jTIES 135 DEG. SFISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECNNICAL ENGINEER'S � o
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER TNAN OR EQUAL TO TWO BAR DIAMETERS (SPACING BAR SIZE D D A OR G J BAR SlZE D A OR G - � T, c�
<br /> VAPOR BARRIER RECOMMENQATIONS VAPOR BARRIER RECOMMENDATIONS ,_
<br /> AND COVER CASE 1). TENSION LAP SPLICE SHOWN ABOVE ARE CLASS B SPLICES. > » » �� �
<br /> 3 6db 2 1 4' 5 3 3 2 1 4 6' D = FINISN E D I N S I D E B END QI A ME T E R R E; G E O T E C H N I C A L E N G I N E E R R E: G E Q T E C H N f C A L E N G I N E E R �, �,
<br /> 2. "OTHER BARS" ARE ALL VERTICAL BARS AND HORIZQNTAL BARS WITH LESS THAN 12" OF CONCRETE � 6db 3" 6° 4" 4 3" &" STIRRUP HQOKS/TIES SEISMIC STIRRUP/TfE (6 MIL. MIN.) (6 MIL. MIN.) �'
<br /> C A S T B E L O W T H E B A R. 5 6 d b 3 3 4" 7" 5" 5 3 3 4" 1 0" W � ^
<br /> 90 DEG. 135 DEG. 135 DEG. SEISMIC HOOK �
<br /> 6 6db 41 2" 8" 6" 6 41 2�` 1'-0" �
<br /> 3. "TOP BARS" ARE NORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BARS. BAR SIZE D D A OR G A OR G APPROX. H A OR G APPROX. N � o c�t
<br /> 4. COMPRESSION LAP SPLICES 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" PROVIDE CONTROI OR CONSTRUCTION JOINTS 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" BREAK UP SLAB INTO RECTANGULAR AREAS OF 40� SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -� � `�
<br /> 5. DEVELOPMENT LENGTH (Ld) IS "OTNER 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 APPRQX. SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE U '~ �
<br /> 6 6db 4 1 2" 1'-Q" 7 3 4" 4 1 2" 7 3 4" 4 1 2" � '� �? -
<br /> ANGLES. JOINT LOGATIONS SHALL BE APPRQVED BY THE ARCHITECT. ANGLES. JOINT LOCATIONS SHALI. BE APPROVED BY THE ARCHITECT.
<br /> � Q co
<br /> SCALE: NONE SCALE: NONE
<br /> (n � �
<br /> 01 TYPICAL �AP SP�ICE SCH�DUC�E [2 � STA�JDARD NOOK DETAI�S 3 ST RRUP and TfE NOOK DETAI�S 4 TYPICAI� SHR �1{�AGE C��ITRQ� J� �1T (S� J. } � TYP CA� C0�ISTRUCT10�1 JO I�T �C.J� ) :. E--- f
<br /> 0
<br /> _ U y 1 k �
<br /> GRADE RIM JOIST � POST PER PLAN POST BASE 1" AIRSPACE (TYP) s -
<br /> t y
<br /> 4X4 ABU44 , 7
<br /> � SHEATHING, NAII.ING k " " ` ''
<br /> n a ii ii ii�i n ri ii a
<br /> ��ri ���i i�ii fui ivi � SNEATHING, NAILING AND ANCHOR BOLTS 4X6 ABU46 P.T. SILL PLATE ,
<br /> ' t�� �'� "� !" "' P.T. SILL PLATE PER SHEARWALL �
<br /> Z iiii u�u iriii I i��,� j�;i AND ANCHOR BOLTS SCHEDULE �
<br /> P.T. SILL PLATE PER SHEARNJALL 6X6 ABU66 : a. . . . � �y N
<br /> � i� ii (2) #5 CONT. " — —. � � � �
<br /> � II' � — � — SCHEDULE FINISN GRADE � MAT FOUNDATION 6X8 ABU66 0 �� ° : �� � , � .° •, a •—� Q 1`�jf �'
<br /> iIiI — — — — — — i i 12" MAT FOUNDATION � ( 4a Q � .. ..d d , . d.�' . Q Q" O _ . . a ,�, ti � W
<br /> �Y JY FINISH GRADE � • .-�-- .—• . --.� ,_a. — . —�- .. �— e— . x � � a .
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<br /> — . (2) #5 CONT. I— ' .-
<br /> . �° . � ,
<br /> � � �I I I a Q � � � ; (2} #5 CONT. � . Q � � ,� � � !
<br /> N B: PAR Y WALL D: PARTY W LL W STEP
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<br /> � o � - �5 C� 12" O.C. P.T. SILL PLATE n- � z a_ r.a z �
<br /> a i �—� » �� N T&B (TYP� v~i � n � � \ '�- o�o
<br /> �, FOUNDATION DRAIN _I ( I- � #5 C� 12 O.C. � `—� � #5 C� 12 O.C. z N � Ca � � N
<br /> � � = RE; CIVIL MAY � � " E.W. T&B FOUNDATION � �' E.W. T&B ¢ � _ . � . � "' "� ,
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<br /> � OMIT PER GEOTECH) '� MIN MIN � �, � . ° � a ,- � .°. � . � � .
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<br /> � #5 C� 16° AI.T. HOOK #5C�12" O.C. #5 � 16" ALT. NOOK #5@12" O.C. � � � • Q .��_ ° �Q.� ��a. , — . °.a -�-•—o zr�4. � . e � i� �
<br /> �,_5>, NOTE: 2'-0�� NOTE: 2�-��� a . . a' d . . . • a " Q
<br /> � 1'-0" �'_p" (2) #4 BOTTOM (2) #4 BOTT. ' . _ .. . . . � . . o
<br /> #4 AT 8.0. WALL — — '- . . .
<br /> —�� —" T \ OMIT WAI_L & CURB @ �— OMIT WALL & CURB @ � EA. WAY , �� CONT. � � �' � � �� �,� . ° .. T •a co
<br /> PER PLAN 1 -Q _� � �—�� � Tl I 1- a .d :� 4 d. . a � �
<br /> (2) #4 AT FTG. GARAGE DOOR OPN'G. GARAGE DQOR OPN'G. -� i I— ' �
<br /> T A: P O S T A T S P R E A D F O O T I N G B: P O S T A T T H I C K E N E D F O O T f N G I I I� ( � 1=1 I I— � �
<br /> SCALE: 3/4" = 1'�0" SCALE: 3f4" = 1'-0" 2 �
<br /> A: SINGLE WALL C: SINGLE WALL W�STEP o �
<br /> 06 TYPICA� STEPPED FOOT �!G 7 TYP. EXTER OR FOOT �1G 8 TYP. GARAGE FOOTI�lG 9 TYP CA� POST BASE 10 TYP� TH CKENED S�AB > �
<br /> ❑ 0 0 0
<br /> _ �
<br /> W
<br /> J C� '
<br /> Q I—
<br /> ~ Q .
<br /> � ¢
<br /> m U
<br /> SHEATHING, NAILING AND �
<br /> SHEATNING, NAILING P.T. SILL PLATE ANCHOR BOLTS PER � w
<br /> SHEATHWG, NAILING � SHEATHING, NAILING SHEARWALL SCHEDULE W �
<br /> AND ANCNOR BOLTS AND ANCHOR BOLTS #5C�18' O.C. AND ANCHOR BOLTS P.T. SIL.L PLATE �
<br /> P.T. SILL PLATE PER SH�ARWALL PER SHEARWALL 2'-0" 2'-0" PER SHEARWALL �
<br /> P.T. SILL PLATE (2) #5 CONT. #5 (� 12" O.C. z i W
<br /> (2) #5 CONT. SCHEDULE SCHEQULE SCNEDULE
<br /> (2) #5 CONT. #5Q18" Q.C. #4@18" O.C. (2) #5 CONT.
<br /> 2'-0"
<br /> 2'_0" 2'_p» - 1�-���
<br /> � z �, � z UNIT SLAB � ���_�» UNIT SLAB �
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<br /> � �� �o
<br /> ' u i _ Q a � a. z a a.—� d i i
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<br /> III 91f n � �
<br /> � � r . i 14 I�I Q _v. ° i" v � " ° a � ? ' II�
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<br /> -��I�f � #5Q12" O.C. �a . a 4. ° _ �a #5�12" O.C. � � (-1 ' . _�,_ � �� _a �
<br /> EW T&B � . — — - EW T&B � a ` i�� ° � �
<br /> � � - — a ii a .
<br /> a� � �p �� � •o a i� . 4 a 4 �
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<br /> 5Q12" O.C. 2'-0" i i �
<br /> #5C�12° O.C. MIN # EW T&B MIN #5�12" O.C. � 2'-0° � � ,�I I I; � ,
<br /> 2-0 2-0 � -I I I— !—�
<br /> v � 2'_0'° 1�_�'° — ' � � .
<br /> — 1:1 � �
<br /> SCALE: 3/4"� - l'-p" �"�'� �
<br /> 11 MAT F�1DN PARTY WALL @ GARAGE 12 NOT USED 13 TYP. GARAGE TQ ��1IT �IAT F�1D�J TRAf�S T 0�1 1 �- TYP CA�. PORCN S�AB TO U�1 T 15 TYP CA� BUI�DI�1G STEP 4�
<br /> �
<br /> � �POST PER PLAN - LOCATE PER ARCH �
<br /> PER ARCHITECTURAL
<br /> Z I CURB BEYOND SHEATHING, NAILING � �
<br /> AND ANCHOR BOLTS
<br /> ¢ PROVIDE ABU POST BASE OR „ PER SNEARWALL � -�-.�
<br /> � " ° g" 12 SQ PLINTH Wf (4)#5 � • �--�
<br /> � " " --- _-- = EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) #4 EW TOP P.T. SILL PLATE �
<br /> @ GARAGE (2) #5 CONT. � � '
<br /> SEE ARCHITECTURAL FOR #5�18" O.C.
<br /> GOLUMN WRAP INF4RMATION PAVING. SLOPE ( �
<br /> A: LAN A4VAY PER CIVIL � 2'-0" 2�-Q�� �
<br /> PORCH SLAB � GARAGE SLAB �
<br /> � ' v .n . '� e..— . . Z � ;• a ."— .'T. a �� +�'�
<br /> A.� C � P ° � a � � l l� :. � o � �
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<br /> � �� . . �� . .. . .
<br /> —� a �—� 4 � � � i,� �� i i i=i i=i i i=i i i=i i i=i i i=i i i= �� : Qa � �, _—� c� W �
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<br /> _ � p ,�� ($ �I� • a ( a � Q � d a 'd I� .� � a�—I ( —I � (— • � ^ � .
<br /> � —�—a �.a � — . � ° _,;,� � �,�E � ��� I � � �
<br /> - �5C�12" O.C. , a � a . � �
<br /> FINISH = _ = EW T&B � � � � � � � � � � � � � ���� � �j.� � � .
<br /> GRADE � 10» I �i E—�� �i i i( ( I� r �� �
<br /> 1'-2„ 1:1 `I, ' , _ ' � h-+�i w
<br /> GRD BM 2
<br /> #5@12 O.C. 5 TOP
<br /> MIN FTG PER PLAN ( )#
<br /> 2'_0» (2)#5 @ GRADE BEAM (2)#5 80T /
<br /> 1'-0" TOP AND BOT _�
<br /> B: ELEVATION C: SEGTION
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" S E C TI 0 N A T B A�C 0�1 Y P 0 S T
<br /> 16 �IOT USED 17 POST AT PORCH STE�1 WA�� 18 SE�T 0�! AT GARAGE 19 I�OT �SED 20 FTG � GRADE BEA�I TIE— �1 '
<br />
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