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I I E 3 (2) #9 WI HOOK AROU SEE OTHERWISE 3.1. ELEVATION LINES 8 118" = V-0" JLC t -n ht4N 1'C f.2h -r^AAi 1TZ%T, :7 :1 a STA1113 I U191 011 t RRIM 1/8"= V-0" 1 T1' 3 TV n ES * 'r.., fl "R goy+' LU 118" = 1'-0" H E L YATION -LNE SLEY�A N-�LNE 4 i114" = 1'0" G 1/8"= 1'-o" V-4"TO3'-4" 12" CMU WALL #3 TIES @ S" OC, ALT HOOKS. –k— VERT REINF TERMINATE TIES 32" ABOVE PER ULAN TOP OF UPPER OPENING 314" =1'-0" 12 54.1.1 L ELEVATION F 1/4" = T-0" P T&B SEAL WELD HER EDGES & ;IND SMOOTH 4`-0"TO1V-0" 12" CMUVERT REIMF WALL PER PLAN If — I 5; COMBS @ 16" OC W/ 180° HOOKS. TERMINATE COMBS @ TOP OF OPENING • 1 116 i s 1111 If 3.. 11" l '11 314" = V-0" CMU WALL ELEVATION NOTES: 1. All elevations are viewed from the interior. 2. CMU walls to be 12" nominal thickness. 3. Provide 180P hooks on all horiz bar terminating @ openings or expansion joints. 4. Vertical reinforcing noted EF replaces typ. vert reinforcing and shall be placed so that there is 518" clear between the bar and the inside edge of the face shell. 5. Horizontal reinforcing noted EF is in addition to typ horiz reinforcing and shall be placed to the inside of the vertical reinforcing. 6. See specific details for embedded items_ 7. SACS for CMU finishes. S. SAO and Electrical drawings for locations of conduits etc, in walls. Install conduits per 6131.3. 9. Denotes vertical control join in CMU well per N§1.3. Alnderin Sructu'"ftlSacramento650 University Ave.,elite 110 It25 1 d Phone916} CA 1 � 51 -909 G10^UP ASG Project No. 15015 Copyright 0 2415 Rainforth Gran architect. All rights reserved. Reproduction of these plans, either in whole or in pad, iluding any form of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited. IDSA I SE File No. 39-53 IDENTIFICATION STAMP DIV, OF THE STATE ARCHITECT 02 -114490 I AC FLS DATE t ra •,. NQ. � 5E-2910 EXP. 12/31/16 1�- �q�3`� UCY- DRAWN Revision Tis CHECKED TGK SCALE As indicated e 15-1207 6-26-15 S3.1.2 ILI ISM R #3 TIES @ S" OC, ALT HOOKS. –k— VERT REINF TERMINATE TIES 32" ABOVE PER ULAN TOP OF UPPER OPENING 314" =1'-0" 12 54.1.1 L ELEVATION F 1/4" = T-0" P T&B SEAL WELD HER EDGES & ;IND SMOOTH 4`-0"TO1V-0" 12" CMUVERT REIMF WALL PER PLAN If — I 5; COMBS @ 16" OC W/ 180° HOOKS. TERMINATE COMBS @ TOP OF OPENING • 1 116 i s 1111 If 3.. 11" l '11 314" = V-0" CMU WALL ELEVATION NOTES: 1. All elevations are viewed from the interior. 2. CMU walls to be 12" nominal thickness. 3. Provide 180P hooks on all horiz bar terminating @ openings or expansion joints. 4. Vertical reinforcing noted EF replaces typ. vert reinforcing and shall be placed so that there is 518" clear between the bar and the inside edge of the face shell. 5. Horizontal reinforcing noted EF is in addition to typ horiz reinforcing and shall be placed to the inside of the vertical reinforcing. 6. See specific details for embedded items_ 7. SACS for CMU finishes. S. SAO and Electrical drawings for locations of conduits etc, in walls. Install conduits per 6131.3. 9. Denotes vertical control join in CMU well per N§1.3. Alnderin Sructu'"ftlSacramento650 University Ave.,elite 110 It25 1 d Phone916} CA 1 � 51 -909 G10^UP ASG Project No. 15015 Copyright 0 2415 Rainforth Gran architect. All rights reserved. Reproduction of these plans, either in whole or in pad, iluding any form of copying and/or preparation of derivative works thereof, for any reason without prior written permission, is strictly prohibited. IDSA I SE File No. 39-53 IDENTIFICATION STAMP DIV, OF THE STATE ARCHITECT 02 -114490 I AC FLS DATE t ra •,. NQ. � 5E-2910 EXP. 12/31/16 1�- �q�3`� UCY- DRAWN Revision Tis CHECKED TGK SCALE As indicated e 15-1207 6-26-15 S3.1.2