Laserfiche WebLink
�J�J� <br /> ��i" PD <br /> C O N C R E T E WA L L S C H E D U L E American Property Development,Inc. <br /> 110110th Avenue NE suite 550 <br /> MARK THICKNESS REINFORCING STRENGTH TYPE NOTES NOTES: aeiie�ue,wa,seooa <br /> "t" VERTICAL HORIZONTAL F'c (psi) - 1. All wall reinforcing callout on foundation plan is <br /> �� 1-#6 AT 12" OC. FOR TYPICAL WALL REINFORCING AT continuous to top of wall uno. ccoNsu�TaNT'SLOGOANDADDRESS) <br /> �� 6 CENTERED 1-#5 AT 16" OC. 1 5000 A WALL ENDS AND OPENING SEE 1 /S4.03 2. EF - Denotes each face. ������ <br /> � 3. For typical notes and details, see sheets <br /> S5.01 thru S5.03 �� " � �� � � �' ; l �� <br /> �� $„ 1-#5 AT 12" OC. 1-#5 AT 12" OC. 5000 A FOR TYPICAL WALL REINFORCING AT 4. Coordinate all water proofing measures with 20�OISE IDAH0837t04100 <br /> CENTERED IN WALL WALL ENDS AND OPENING SEE 1 /S4.03 aCCf11t2Ct. Phone(208) 342-7168 <br /> LE JOB#154191.00 <br /> �� 1-#5 AT 6" OC. „ FOR TYPICAL WALL REINFORCING AT PLANARECOPYRIGHTI�C)UO�LOCHSA <br /> CWBA $ CENTERED IN WALL 1-#5 AT 16 OC. 5000 A WALL ENDS AND OPENING SEE 1 /S4.03 EN��NEER�N�oF�oAHo��HERE-USEOF <br /> ANY DETAILS AND CONCEPTS IS NOT <br /> ACCEPTABLE WITHOUT WRI7TEN CONSENT <br /> OF LOCNSA ENGINEERING OF IDAHO. <br /> � 1-#5 AT 12" OC. 1-#5 AT 12" OC. 5000 A FOR TYPICAL WALL REINFORCING AT <br /> �� <br /> ��B $ EACH FACE OF WALL EACH FACE OF WALL WALL ENDS AND OPENING SEE 1 /S4.03 P M� HE� <br /> � o F w ti� <br /> Q' ,�� N� <br /> �P O <br /> 5 <br /> �� FOR TYPICAL WALL REINFORCING AT �;. �' <br /> 10" #5 AT 16 OC. #5 AT 16'" OC. 5000 A �' <br /> CW10 CENTERED IN WALL WALL ENDS AND OPENING SEE 1 /S4.03 <br /> ,. <br /> CONCRETE COLUMN SCHEDULE 1-#5AT6�� o�. F CT�RAL ENG�� � <br /> FOR TYPICAL WALL REINFORCING AT �SS �� <br /> REINFORCING TIES «�� „ INSIDE FACE „ 5000 � �ONAL EN <br /> MARK "t" "w" STRENGTH TYPE REMARKS 12 1-#5 AT 12 OC. E.F. WALL ENDS AND OPENING SEE 1 /S4.03 05-29-1 <br /> VERTICAL HORIZONTAL F m/F c (psi) �/ #5 AT 9" OC. <br /> OUTSIDE FACE EXP.01/07/202 <br /> Ci� ��—$�� ��—$�� 12-#9 #5 AT 6�� �Ci. r'J��� A ' COPYRIGHT C�2005, ALL RIGHTS RESERVED <br /> 1-#8 AT 6" OC. <br /> /� INSIDE FACE FOR TYPICAL WALL REINFORCING AT SUBMITTAL/REVISIONS <br /> <cw�zg 12" #6 AT 6" OC. 1-#5 AT 12" OC. E.F. 5000 B �/ALL ENDS AND OPENING SEE 1 /S4.03 <br /> # DATE DESCRIPTION <br /> ��W�� 2" CLR. <br /> OUTSIDE FACE 1 03/28/18 ADDENDA#1 <br /> TYP. a 04/20/18 ADDENDA#4 <br /> VERTICAL WALL 5 05/29/18 ADDENDA#5 <br /> . - :o ._ `� ." ° . ° OUTSIDE OUTSIDE REINFORCWG <br /> "° a.. .a tr-a � FACE FACE SEE SCHEDULE <br /> °� � U � HORIZONTAL WALL <br /> - Q�� .. : � REINFORCING SEE ; j M U <br /> �-- : -aa `` . <br /> - .. :.= a-< �_�;a�; <_ � I I � I !-, I I I , I l I ! I SCHEDULE _ -. � ' ;� _,_ � . <br /> _ - - _ , a <br /> �, ,da, - � �� d A a - - � . �� a _ - - <br /> a d ' a. <br /> � • � '�Q�� ', j _ : , -. _ - . <br /> _ . _ , -d"a , o . <br /> Y� <br /> . , ' _ ' ' " - " °' - - - . ' a a' � . . <br /> _ - � _ . " .. - �a` - , , _ <br /> a-. • <br /> TYP E A � VERTICAL WALL HORIZONTAL WALL U <br /> REINFORCING, SEE REINFORCING - <br /> STRUCTURAL SEE SCHEDULE � <br /> INSIDE FACE INSIDE FACE OF WALL `� <br /> TYPE � OF WALL TYPE g <br /> . <br /> � <br /> � <br /> CONCRETE COLUMN SCHEDULE AND SECTIONS � CON�RETE WALL SCHEDULE 2 � <br /> N <br /> NO SCALE NO SCALE (� � <br /> W � <br /> . Q� <br /> � � Z <br /> � -� O <br /> `� C� � <br /> FOOTING SCHEDULE � � _ <br /> � Q � <br /> SIZE REINFORCING � Q <br /> � � <br /> MARK WIDTH LENGTH THICKNESS TOP BOTTOM REMARKS � � <br /> W LO w <br /> J <br /> CF1 1' - 0" CONT. 1' - 0" - 2-#5 CONT. 1 � � <br /> CF1.5 1' - 6" CONT. 1' - 0" - 3-#5 CONT. SEE NOTE 3 W W � <br /> CF2 2' - 0" CONT. 1' - 2" - 3-#5 CONT. SEE NOTE 3 o W <br /> � <br /> CF3 3' - 0" CONT. 1' - 6" - 3-#5 CONT. a <br /> CF4 4' - 0" CONT. 1' - 0" #5 BARS AT 12" OC. #5 BARS AT 12" OC. <br /> TRANSVERSE AND 5-#5 BARS TRANSVERSE AND 5-#5 BARS <br /> LONGITUDINAL LONGITUDINAL <br /> F8 8' - 0" 8' - 0" 2' - 3" - �2-#6 EACH WAY <br /> F8A 8' - 0" 20' - 6" 3' - 0" 21-#5 BARS TRANSVERSE AND 24-#8 BARS TRANSVERSE AND <br /> 14-#8 BARS LONGITUDINAL 14-#8 BARS LONGITUDINAL <br /> 5 F 10 10' - 0" 10' - 0" 4' - 0" 11-#8 EACH WAY 11-#8 EACH WAY � <br /> � <br /> �" W <br /> , „ , , „ z <br /> w � <br /> 17-#8 BARS LONGITUDINAL 17-#8 BARS LONGITUDINAL j � <br /> F23A 23' 6" 35' - 6" 2' - 6" 36-#8 BARS TRANSVERSE AND 36-#8 BARS TRANSVERSE AND UD Q <br /> 1B 24-#8 BARS LONGITUDINAL 24-#8 BARS LONGITUDINAL p W <br /> F36A 36' - 7" 35' - 0" 4' - 0" 40- #7 EACH WAY TOP, 4- #8 AT 40- #7 EACH WAY BOTTOM, 4- #8 SEE 6/S6.02 � _ <br /> EACH EMBED, 8- TOTAL UPPER AT EACH EMBED, 8- TOTAL U <br /> MIDDEL LOWER MIDDEL U <br /> � � <br /> m � <br /> � <br /> E, � NOTES: o <br /> � 1. All rebar to be evenly distributed in footing with minimum required clearances from edges. U <br /> � 2. Footing intersections and corners, see 2/S5.03 � � <br /> � 3. Thicken footings to 1'-6" for a length of 4'-0" at wall ends and corners � o W <br /> � � T V=i <br /> N <br /> > <br /> W <br /> O <br /> � DRAWN BY <br /> � FOOTING SCHEDULE 3 AcN MBER <br /> �, SHEE U <br /> a � NO SCALE <br /> o a <br /> �,� <br /> _ � 4 . 02 <br /> � <br /> o � <br /> � � <br /> N � <br /> y O <br /> N N <br /> j N <br /> U�n <br /> FULL SIZE=24z36 <br /> HALF SIZE=12x18 <br />