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I I W�� WnFIAL NOTES:
1. THE CONTRACTOR S4-JALL VERIFY A.11 Dl1910NS 4 WNPITIOINIS AT T�E
0014-5172VOTION AND THE ARCH111WT
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'IFIED OF ANY DISOREPANCIES OR IWONSISISNO
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w T.24" MIK 2� ALL 710ee5 CIF NORK 5HALL CONFORM TO THE MINIUM STAWARDS
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THE FIN' STRUe,-TURE. UNLE56 CrHERAISE NOTW, T�EY 00 NOT 1�0110A E
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VEASURE5 NECE5SAAY To ?Pjtr,-=CT TfE STRIWWRE, AORKf-AEN, AND OVER
"'W EliPERSONS MRINC, t-�,ONSTRiZT10N. Wr.,H MEASURES SHALL INCLUDE, BUT
I-ANDSCAPE ARCHITECTURE & SITE PLANNII
NOT
5,- LD LIMITED TO, BRA41N(9, ALL 5HOR1,46, FM -15, A�VAFFO NIS.
-WALL ELEVATION -
WARD RQL
SEE APZH'L. DYW5.
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0� CONCIRZTE FORMED A&AINST EARITH OR EXF05F_P TO Y4tATtitK, I
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05 VERT, a Woe, oLEAR, (2" oLEAR FOR 06 -mAP-6 AW LAR&EW.
03 As swm IN11MIZIOR BEAMS AND COLUMNS, 1 1/2" CLEAR TO FACE OF STIRRUP.
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52"or- I . 11
) I I M FORMED WNWMTE NOT IN,_',LV0W ABOVE, 5/4" ate' t,
SOLID 6?,= ALL CE -ILS I
OPENIN&S, POOKETS, ETO. SHALL NOT SEE PLACEW IN 51-A55, ==AM5,
310 N. JOY STREET
IPIPE WLWNS, AALLS, E1110., UNI -ESS SfM-0-IFICALLY VETAILM ON -rrE 5TRir,-1uPAL
CORONA, CA 92879
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IN
DR-AX&S SHALL 0= T I -E PHONE: (9542) 737-1124 FAX: (951) 737-651
5ALL A5TM 5PBVIFICATION5 N01- BE
LATEST REVISION.
10
I AROHMEECT ARO/OR ENSINEER AND rrirz SUILDIWS VEPARTMB'41" S"ALL BE
2 2 FZE0JIfZEr:> FOP, THE FOLLOAINS TYPES OF AORK
X FOJNDATION' CONCRETE IWOLVIN& CONIV;LETE 5Tft-N6T+4 GREATER
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$5 VoAELs 11110
PATCH sRMNF
6. Y41RE MESH SHALL CONFORM -105, Am 5HP L.L. ot 1-^T-r-ra" 1-112-
5fFACES OR 12" MINIMJM.
IMP 4" ALJ_ REINFO' INS BAR BENDS SHALL BE MADE 60LX%
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(4) *5 EA, NAY a BOTTOM
$5 VoAELs 11110
PATCH sRMNF
6. Y41RE MESH SHALL CONFORM -105, Am 5HP L.L. ot 1-^T-r-ra" 1-112-
5fFACES OR 12" MINIMJM.
IMP 4" ALJ_ REINFO' INS BAR BENDS SHALL BE MADE 60LX%
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