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<br /> f'c = 3000 psi f'c = 400Q psi
<br /> 6db for #3, #4, #5 � � „ , SECQND POUR FIRST POUR �
<br /> BAR OTHER BARS TOP BARS OTHER BARS TOP BARS 12db for #6, #7, �8 1/8 x 1 1/2" PREMOLDED CONTINUOUS
<br /> SIZE Ld LAP SPLICE LAP SPLICE Ld LAP SPLICE LAP SPLICE HOOK A or G o � �-.�' MASTIC JOINT STRIP QR PREMOLDED �'
<br /> � O � O � Y 0 ,� o' � � r� �;� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. �
<br /> #3 16" 21" 28" 14" 18" 24" � _______, � o ;� o ;� � SLAB THICKNESS OWNERS OPTION). SAWN JOINT SHALL BE SLAB THICKNESS STOP REINFORCING CLEAR OF �
<br /> � (+ �, {+ ,+'� � ' �,+,� _ , ' ',+,, AND REINFORCING MADE AS SOON AS POSSIBLE WITHOUT AND REINFORCING JOINT EACH SIDE. �
<br /> . #4 22" 28" 37" 19" 25" 32" �- `� `�
<br /> o � (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> N �� . . Q � . . . . .
<br /> #5 27" 36" 46" 24" 31" 40" � db � db q I �
<br /> 4db or
<br /> c� c� c.� db . . nQ a, , e, Z �
<br /> #6 33" 43" 56° 28» 37» 48,� 2 1/2" Min. Z z z <.d a<. �° — , "<` �� _4d ° , � .:�a d �4 �°� � a Q d a d a d • — � .-.
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<br /> ��k�� ��\,`+ ��k�+ — — � co
<br /> STANDARD 180 DEGREE HOOK STANDARQ 90 DEGREE NOOK I � I lil _ -1 , � o
<br /> D = FINISHED INSIDE BENQ DIAMETER , � �, �
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTEQ UBGRADE AND . COMPACTED SUBGRA E AND � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE GOVER GREATER THAN OR EQUAL TO BAR BAR SIZE D STANDARD 180 QEGREE HOOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JQINT - GRANU�AR FILL GRANULAR FILL � �
<br /> DIAMETER AND CENTER TO CENTER SPACING GREATER THAN OR EQUAL TO TWO BAR DIAMETERS (SPACWG 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 � a
<br /> 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 DfAMETER RE: GEOTECHNICAL ENGINEER RE: GEOTECHNICAL ENGINEER �� �
<br /> 2. "OTHER BARS" ARE ALL VERTICA� BARS AND HORIZONTAL BARS WITH LESS THAN 12" QF CONCRETE 4 6db 3" 6�� 4'� 4 3" ,> 8 STIRRUP HOOKS f TIES SEISMIC STIRRUP/TIE (6 MIL MIN.) (6 MIL. MIN.) � � ^
<br /> CAST BELOW THE BAR. 5 6db 3 3 4 7 5' 5 3 3 4 10' W
<br /> �� ° �� �� � � 90 DEG. 135 DEG. 135 DEG. SEISMIC HOQK �
<br /> 6 6db 4 1 2 8 6 6 4 1 2 1 -0' BAR SIZE D D �
<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 QR G APPROX. H _ � � c�
<br /> 3 4db 1 1 2" 4" 4' 2 1 2" 4 1 4° 3" �- � �
<br /> 4. COMPRESSION LAP SPLICES SHALL BE 30 BAR DIAMETERS MIN. U.N.O. ON TNE DRAWINGS. 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 /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 S4UARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -�-� • .
<br /> „ �� �� �, >, �, c� �
<br /> 5. DEVE�OPMENT LENGTH (Ld) IS "QTHER BARS", CLASS A. 5 4db 2 1 2 6 5 1 2 3 3 4 5 1 2 3 3 4 LESS. AREAS SHAI�L BE APPROX, SQUARE AND HAVE NO ACUTE LESS. AREAS SHALL sE APPROX. SQUARE AND HAVE NO ACUTE U z �
<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
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<br /> ��1 TYP CA� �AP SP� CE SCHEDU�E [�2 STA�IDARD NOOK DETAI�S ��3 STIRRUP and T E NOOK DETAILS 0 ` TYP CA� SNRI�J{�AGE COf�TRO� JOI�1T (S. J� ) [�5 TYPICA� CO�ISTRUCT 0�1 JO �1T (C. J. ) 4f; � � T 3� ' ' �
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<br /> GRApE RIM JQIST :' �
<br /> POST PER PLAN POST BASE 1" AIRSPACE (TYP) �.f,< t ; '
<br /> SHEATHING, NAILING 4X4 ABU44 ;
<br /> i y �7
<br /> ii ri ii ii n ii ii ii ii iE AND ANCHOR BOLTS 4X6 ABU46 P.T. SIL� PLATE __
<br /> ivi uii nn nii iu� SHEATHING, NAILING
<br /> ii� i�i iri i�� ixi PER SHEARWALL
<br /> ------..----..
<br /> P.T. SILL PLATE - �
<br /> ini uri iiu ini ini AND ANCHOR BOLTS 6X6 ABU66 _ .
<br /> \
<br /> PER SHEARWALL _ , a.
<br /> � �� �
<br /> Z ( ���� ���� �r�� ���� ���� P.T. SILL PLATE SCHEDULE
<br /> � �� �� SCHEDULE (2) #5 CONT. MAT FOUNDATION a „— .—: .— . .. —. -�-a- ��
<br /> `fl � — — — — — — � — — FINISH GRADE Q 6X8 ABU66 o d . a. a d d a �:' � l�� �
<br /> i i i� 12" MAT FOUNDATIQN > � -� a � � ° a� ° � � °`� �° �'-a.� � r.� r� �
<br /> � � FINISH GRADE • ' --' .
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<br /> a y ��a Q a p_ � � - ° . e.a 6 Q a 12' SQUARE I, , ,( I �- �I�
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<br /> \ � = RE CIVIL (MAY , ( 1'-0" � E.W. T&B FOUNDATION �__�» " E.W. T&B � � � _. _,
<br /> OMIT PER GEOTECH � �`' DRAIN RE: CfVIL � � � a, b � Q � �
<br /> ) MIN MIN W � � o a a. a Q . 4 Q � . �- � W =�
<br /> � 5 C�1 2" O.C. � #5 C�1 2" O.C. � � � aa a a a � . 4. . a a a . a ,� �
<br /> \ #5 C� 16" ALT. HOOK # #5 C� 16' ALT. HQOK �- •_ —.._ �. . . a. . —. -d-.. , a--o � O
<br /> 1'-5" NOTE: 2�-d�� NOTE: 2._p�, aa . � — � •
<br /> #4 AT B.O. WALL — — � 1'-0" - ��_p�� (2) #4 BOTTOM ° . .
<br /> _ � ^ �2) #4 BOTT. �. d ° a ` �� Q
<br /> - — — — � — - \ ~ OMIT WALL & CURB � OMIT WALL & CURB @ EA, WAY CONT. e� � � � � �_ � ° • � •o _ co
<br /> PER PLAN 1'-0" � � � -� ( �- a .a . 4 a. . 6 � �
<br /> (2) #4 AT FTG. GARAGE DOOR OPN'G. GARAGE DOQR OPN'G. - 1 1=1 I �- -1 I IT �o
<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 I N G I ( I ( � 1,=) I 1- � o
<br /> SCALE: 3/4" = 1'-0° �
<br /> SCALE: 3/4" = 1'-0" A: SINGLE WALL C: SINGLE WALL W/STEP O O
<br /> C�6 TYP CA� STEPPED FOOT �IG [�7 TYP� EXTER OR FOOTI�IG [�8 TYP. GARAGE FOOT (�G � TYPICA� POST BASE 1 � TYP. TH CKE�IED SI�AB > ° �.
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<br /> P.T. SILL PLATE ANCHOR BOLTS PER �= w
<br /> SHEATHING, NAILING � �
<br /> SHEATHING, NAILING SHEATHING, NAILING SHEARWALL SCHEDULE � �-
<br /> . AND ANCHOR BO�TS #5�18" O.C. �
<br /> AND ANCHOR BOLTS AND ANCHOR BOLTS
<br /> P.T. SILL PLATE PER SHEARWALL » P.T. SILL PLATE �
<br /> SCHEDULE P.T. SILL PLATE PER SHEARWALL 2'-0"� PER SHEARWALL
<br /> (2) #5 CONT. SCHEDULE �
<br /> SCHEDULE (2) #5 CONT. #5 (� 12" O.C. O i W
<br /> (2} #5 CONT. #5�18" O.C. �4C�18" O.C. (2) #5 CONT.
<br /> 2'-0" � ,� 2'-p' 1'-�H .
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<br /> EW T&B #5�12° O.C. - -�'-0" � �' -1 I 1= � �
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<br /> SCALE: 3/4" = 1'-0" � �
<br /> ��
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<br /> 11 N1AT F�IDN PARTY WA�� @ GARAGE 12 �IOT �JSED 13 TYP. GARAGE TO �J�IT �1AT FNQN TRA�ISIT 0�1 14 TYP CAL PORCH S�AB TO �1�lIT 15 TYPICA� BU �D �1G STEP 4� �
<br /> ' �
<br /> POST PER PLAN - LOCATE � �
<br /> PER ARCHITECTURAL PER ARCH O
<br /> Z ( AND ANICHOR BIOIN S � �
<br /> Q CURB BEYOND ,
<br /> PROVIDE ABU POST BASE QR PER SHEARWALL �
<br /> � ° ° - - EQUIV. AT STRUCTURAL POST $ HOOK TOP BAR 12" SQ PLINTH W/ (4)#5 P.T. SILL PLATE �
<br /> � 4 GARAGE VERT & (2) #4 EW TOP � �
<br /> SEE ARCHITECTURAL FQR #5C�18" O.C. (2) #5 CONT. V �
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE � O
<br /> • A: LAN AWAY PER CIVIL. � 2�_p° 2'-0° �
<br /> PORCH SLAB GARAGE S�AB O
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<br /> FINISH - - - EW T&B �e � � � � � ��� �e � � � �p���� � ^ �.�., ,
<br /> GRADE �,_2„ 1:1 10" -�;��!, �I;;i�I i:� � �
<br /> GRQ BM 2 � (,7�
<br /> #5�12 O.C. 5 TOP
<br /> M�N 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" �� >,
<br /> SCALE: 3/4 = 1�-o SECTI0�1 AT BA�C0�1Y POST .
<br /> 16 NOT USED 17 POST AT PORCH STEM WA�� 18 SECTIO(� AT GARA�E 19 �IOT USED 20 FTG �C GRADE BEANI T E—IN '
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