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f'c = 3Q00 psi f'c = 4000 psi
<br /> 6db for #3, �4, #5 � � „ „ , SECOND POUR FIRST POUR �
<br /> BAR OTHER BARS TQP BARS OTHER BARS TOP BARS 12db for # , #7> #8 1/8 x 1 1/2 PREMOLDED CONTWUOUS
<br /> HOOK A or G o 0 6 �
<br /> SIZE Ld LAP SPI ICE LAP SPLICE Ld LAP SPLICE LAP SPLICE Q ¢ �'� MASTIC JOINT STRIP OR PREMOLDED o
<br /> � O � � p � O ;; °� � O ;; �� SEE PLAN FOR CONSTRUCTION JOINT (MAY BE SAWCUT AT SEE PLAN FOR BURKE "KEYED KOLD" JOINT. �
<br /> #3 16" 21" 28° 14" 18" 24" �" � � �� Q �; ' SLAB THICKNESS SLAB THICKNESS STOP REINFORCING CLEAR OF �
<br /> ___ ___, o � o �; OWNERS OPTION). SAWN JOINT SHALL BE
<br /> � (+ � �,+, ±;� �,;;' ',+_,� _ �,;'r' ';�� AND REINFORCING MADE AS SOON AS POSSISLE WITNOUT AND REfNFORCING JOINT �ACH SIDE. �
<br /> #4 22" 28" 37" 19" 25" 32" o � (TYP.) DAMAGE TO SURFACE. (TYP.) �
<br /> N
<br /> ¢ � . . .
<br /> u > » i i � � � � ' v
<br /> #5 27 36' 46 24" 31' 40' o 0 0 O +,
<br /> 4db or
<br /> �, „ ,� » » ,� 2 1/2" Min. � db J db � db <a.a ° . Q�� .e_�, . , . � � -9d.� "aa` �� � .TQ �a �a . < .a .<� °�,a�a° � : 4= �.; - v ^
<br /> #6 33 43 56 28 37 48 � . , Z T!1
<br /> d. a 4. � O .. Q a� d.
<br /> ''— t— t--- C d �. 4 , d : " �d. � a• � _ q v� �J
<br /> o � 0 0 0 � o o �� -��. o � .�r -��,
<br /> i��-, i��-, iK�-. — — — — — r~ �
<br /> STANDARD 180 DEGREE HOOK STANDARD 90 DEGREE HOOK `�� �T �T I I , I - 1- � �i I , I�II,�-I_ `�I- I I�I�i c'� o
<br /> D = FINISHEQ INSIDE BEND DIAMETER �r �� -� ���1�. ' �, ,�,
<br /> 6db for #3, , #5 CUT ALT. WIRES COMPACTED UBGRAQE ANQ
<br /> COMPACTED SU�GRA E AND � � �
<br /> 1. TENSION LAP SPLICE SHOWN ABOVE ARE FOR CONCRETE COVER GREATER THAN OR EQUAL TO BAR STANDARQ 180 DEGREE HQOK STANDARD 90 DEGREE HOOK 90 DEGREE 135 DEGREE 12db for #6, #7, #8 AT JOINT GRANULAR FILL GRANULAR FILL � � �
<br /> BAR SIZE D STIRRUP HOOKS/TIES STIRRUP HOOKS/TIES 135 DEG. SEISMIC STIRRUPS/TIES RE: GEOTECHNICAL ENGINEER'S RE: GEOTECHNICAL ENGINEER'S � �
<br /> DIAMETEr2 AND CENTER TQ CENTER SPACING GREATEft 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 CQVER CASE 1). TENSION LAP SPLICE SNOWN 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 VERTICAL BARS AND HORIZONTAL BARS WITN LESS THAN 12" OF CONCRETE 4 6db 3" 6" 4" 4 3" 8" STIRRUP HOOKS/TIES SEISMIC STIRRUP/TIE (6 Mll.. MIN.) (6 MIL. MIN.) W � ^
<br /> CAST BELOW THE BAR. 5 �db 3 3 4 7" 5' 5 3 3 4' 10" ,.�
<br /> �� �� �> �� � �= 90 DEG. 135 QEG. 135 DEG. SEISMIC HOOK �
<br /> 6 6db 4 1 2 8 6 6 4 1 2 1 -0 BAR SfZE D D - �
<br /> 3. "TOP BARS" ARE HORIZONTAL BARS WITH MORE TNAN 12" OF CONCRETE CAST BELOW THE BARS. A OR G A OR G APPROX. H A OR G APPROX. H � ° c�
<br /> 4. C O M P R E S S I O N L A P S P L I C E S S H A L� B E 3 0 B A R D I A M E T E R S M I N. U.N.O. O N T H E D R A W I N G S. 3 4db 1 1 2" 4" 4" 2 1 2" 4 1 4" 3" PROVIDE CONTROL OR CONSTRUCTION JOINTS IN SLABS ON GRADE TO PROVIDE CONTROL OR CONSTRUCTIQN JOINTS IN SLABS ON GRADE TO � � �,
<br /> 4 4db 2" 4 1 2" 4 1 2" 3' 4 1 2" 3" .
<br /> BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR BREAK UP SLAB INTO RECTANGULAR AREAS OF 400 SQUARE FEET OR -+J r'
<br /> ,� �� �� ,� „ � c� �n
<br /> 5. DEVELOPMENT 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' LESS. AREAS SHALL BE APPROX. SQUARE AND HAUE NO ACUTE LESS. AREAS SHALL BE APPROX. SQUARE AND HAVE NO ACUTE U ;� �
<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 APPftOVED BY TNE ARCHITECT. � �
<br /> � o co
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<br /> SCALE: NONE SCALE: NONE
<br /> 1 TYP CA� �AP SP�ICE SCNED��E 2 STA�IDARD H00{� DETA �S 3 STIRRUP and T E HOOK DETA �S 4 TYP CA� SHRI�IKAGE CO�1TR0� JO �1T S.J. 5 TYP CAL C0�ISTRUCT10f� JO �1T C� J. ) ;rr �— ;y f � �
<br /> �� ❑ ❑ ❑ � � ❑ � , ::,,�:
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<br /> - SHEATHING, NAILWG � � � ��
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<br /> iri ui i�i ui iti �
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<br /> ,
<br /> P.T. SILL PLATE (2) #5 CONT. MAT FOUNDATION 6X6 ABU66 _ �.. .— _• a. : � � � ���j �
<br /> � i i i i SCHEDULE 4 � ,
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<br /> , , � #5 C� 16" ALT. HOOK # #5 @ 16' ALT. HOOK , „
<br /> 1 -5' NOTE: 2J-��� NQTE: 2-0 ad• .= .— '
<br /> > � > 2 4 BOTTOM 2 4 BOTT. ' °' ° ° . a °
<br /> � 1'-0�- 1 -0�_.' - � ) � � ) � �, ' � .
<br /> 4 AT B.O. WALL — F--
<br /> # EA. WAY CONT. $� � � � `� ° •
<br /> - — — -�-- — - \ OMIT WAL� & CURB 0 OMIT WALL & CURB C� PER PLAN 1'-0" � `� �� �. �T �� � `�
<br /> -I � � (�. �� ' -) � I)��� . d .a' � 4 � q' • a • O
<br /> (2) #4 AT FTG. -- GARAGE DOOR OPN'G. GARAGE DO�R OPN'G. �
<br /> T A: POST AT SPREAD FOOTING B: PQST AT THICKENED FOOTING I (- � �'_� � I- � �
<br /> SCALE; 3/4" = 1'-0" SCALE: 3/4" = 1'-0" z �
<br /> _ A; SINGLE WAI� C: SINGLE WALL W/STEP O O
<br /> �
<br /> ��6 TYPI�A� STEPPED FOOTI�IG 07 TYP� EXTERIOR FQOTIf�G (�� TYP. GARA�E �OOTIf�G _�9_] TYP CA� POST BASE 10 TYP. TN C{�E�IED SLAB � a
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<br /> P.T. SILL PLATE ANCHOR BOLTS PER � w
<br /> SHEATHfNG, NAILING �
<br /> SNEATHING, NAILING SHEATHING, NAILING SHEARWALL SCHEDULE W �-.
<br /> AND ANCHOR BOLTS #5C�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 �c�7
<br /> (2) #5 CONT. SCHEDULE SCHEDULE
<br /> (2) #5 CONT. �5 Q 12" O.C. O i W
<br /> (2) #5 CONT. #5C�18" O.C. (2) #5 CONT.
<br /> #4C�18" O.C.
<br /> � ' 2'-0" 2'-0" �,_0„
<br /> W Q � � . w ¢ � UNIT �SLAB �2-0" ���-0" UNIT SLAB w
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<br /> 2'-0" 2'-0" _f I I- ' r�
<br /> �2,-�, �-Q_�- • � Q.�
<br /> > > �� 1:1 � �
<br /> SCALE: 3/4' = 1 -0 �,
<br /> 11 N1AT F�lD�J PARTY WA�� @ GARAGE 12 I�QT USED 13 TYP. GARAGE TO ��1 T �1AT FI�Di� TRA�IS T 0�1 14 TYP CA� PORCH SI�AB TO ��11T 15 TYPlCA� BUI�D �1G STEP 4� �
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<br /> PER ARCHITECTURAL PER ARCH � �
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<br /> AND ANCHOR BOLTS
<br /> PER SHEARWALL �� �
<br /> ¢ R n PRQVIDE ABU PQST BASE OR 8� � 12" SQ PLWTH W� (4)#5 � •�
<br /> w i� ' �� - - EQUIV. AT STRUCTURAL POST HOOK TOP BAR VERT & (2) �4 EW TOP P.T. SILL PLATE �
<br /> Q. @ GARAGE �
<br /> SEE ARCHITECTURAL FOR #5�18" O.C. (2) #5 CONT. � �
<br /> COLUMN WRAP INFORMATION PAVING. SLOPE � I � �
<br /> A: LAN AWAY PER CIVI�. 2'-p"r'-0" �
<br /> PORCH SLAB GARAGE SLAB � �
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<br /> _ T �p>, -i i i-i � -i i i-i � �� 43
<br /> GRADE 1,_2» 1:1 I�;, - ��,�,( � = �
<br /> GRD BM (2)#5 TOP � � �
<br /> MIN �5012" O.C.
<br /> 2'-0" FTG PER PLAN �2�#5 @ GRADE BEAM (2)�5 �OT /
<br /> 1'-0" TOP AND BOT ��
<br /> B: ELEVATION C: SECTION
<br /> SCALE: 3�4'� = 1'-0" SCALE: 3/4" = 1'-0" S E C TI 0�l A T B A�C 0�1 Y P 0 S T
<br /> 1 � NOT USED 17 POST AT PORCH STE�1 WA�� 18 SECT O(� AT GARAGE 19 �IOT USED 20 FTG �C GRADE BEA�i TIE-1N '
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