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EXISTING BUILDING (E) 6x6 POST & (E) FTG TYP, UNO (E) 6x6 POST (ABOVE) & (E) 6x12 BEAM (ABOVE) TYP @ (8) LOCATIONS P1: O P2: S P3: S P4: S P5: O P6: B P7: B P8: B P9: B P10: B P11: F P12: F P13: X P14: O P15: O P16: X, B P17: O P18: X, B P19: O P20: O P21: O P22: X, F P23: O P24: O P25: O P26: O P27: O P28: O P30: O P32: O P33: X P34: O P35: B P36: X P37: B P38: S P39: S P40: S P42: B P43: S P44: O P45: O P46: S ' P29: O P31: S P41: X , B P47: X , B P48: O P49: B P50: O P51: X , B P52: X , B P53: X , B P54: O P55: O C1: R C2: O C3: O C4: O C5: O C6: O C7: R C8: R 1234567891011121314151617 A B C D E F G H I J K L M N O P Q R I.5 I.8 J.5 K.9 L.9 M.9 N.9 15.8 9.9 9.5 7.37.8 5.35.7 3.7 3.3 (VIF) 6' - 0" (VIF) 19' - 0" (VIF) 6' - 0" (VIF) 13' - 0" (VIF) 6' - 2" (VIF) 6' - 0" (VIF) 6' - 0" (VIF) 11' - 10" (VIF) 6' - 0" (VIF) 11' - 10" (VIF) 6' - 0" (VIF) 11' - 10" (VIF) 6' - 0" (VIF) 11' - 10" (VIF) 6' - 0" (VIF) 6' - 0" (V I F ) 6' - 0 " (V I F ) 6' - 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 1 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 0 " (V I F ) 14 ' - 2 " (V I F ) 6' - 0 " (V I F ) 6' - 2 " (VIF) 6' - 0" (VIF) 13' - 0"(VIF) 10" (VIF) 6' - 0" (VIF) 5' - 0" (VIF) 6' - 0" (VIF) 2' - 0" (VIF) 6' - 0" (VIF) 3' - 10" (VIF) 6' - 0" (VIF) 3' - 2" (VIF) 6' - 0" (VIF) 2' - 8" (VIF) 6' - 0" (VIF) 4' - 4" (VIF) 5' - 0" (VIF) 2' - 6" (VIF) 6' - 0" (V I F ) 1' - 0 " (V I F ) 5' - 0 " (V I F ) 1' - 0 " (V I F ) 13 ' - 2 " (V I F ) 2' - 0 " (V I F ) 4' - 0 " (V I F ) 2' - 0 " (V I F ) 12 ' - 2 " (V I F ) 3' - 0 " (V I F ) 3' - 1 0 " (V I F ) 2' - 2 " (V I F ) 6' - 0 " LEGEND FOR EXISTING POST O = ACCEPTABLE CONDITION S = POST IS CRACKING, SCREW AND FILL PER X = UNACCEPTABLE POST CONDITION, REMOVE POST AND REPLACE PER B = BASE NEEDS COSMETIC FIX. CHIP/REMOVE LOOSE MATERIAL UNTIL SOLID ADHESION CAN BE OBTAIN. FORM TO MATCH (E) PLINTHS AND FILL WITH NON-SHRINK GROUT. DO NOT OVER-CHIP (E) PLINTHS BELOW GRADE. DO NOT FORM ABOVE (E) PLINTHS. F = UNACCEPTABLE FOOTING CONDITION, REMOVE FOOTING AND REPLACE PER ' = PROVIDE ADDITIONAL L-BRACKET EA SIDE OF POST AT ROOF BEAM LEGEND FOR EXISTING CANTILEVER BEAMS O = ACCEPTABLE CONDITION R = PROVIDE ADDITIONAL SUPPORT PER * = PROVIDE ADDITIONAL SIMPSON LTP4 EA SIDE OF (E) CANTILEVER TO (E) POST CONNECTION 10 S-3.110/ 1 S-3.11/ 9 S-3.19/ 8 S-3.18/ 18400 Von Karman Ave., Suite 600 Irvine, CA 92612 O: 949.252.1022 www.kpff.com Sheet Number Sheet Name Project Status Scale Drawn By: Agency Approval Stamp Consultant Job Number: REVISIONS Project Title: Key Plan Approved By: Checked By: Issue Date: Project Address: As indicated 4/ 3 / 2 0 2 6 4 : 1 3 : 1 4 P M A u t o d e s k D o c s : / / 1 0 2 6 2 5 0 0 2 2 2 - A m er i c a n R e d C r o s s - - S a n t a A n a / 2 5 0 0 2 2 2 A m e r i c a n R e d Cr o s s S A _ S 2 4 . r v t S-1.2 FOUNDATION PLAN Project Status SA 10262500222 AMERICAN RED CROSS - SANTA ANA 600 N Parkcenter Dr., Santa Ana, CA 92705 WT JW 11/18/2025SCALE : 1/8" = 1'-0"1 FOUNDATION PLAN NO DATE DESCRIPTION N EXISTING POST ASSUMED TO BE 6x6 DF #1 POST (VIF) 2 2026.04.092 PLAN CHECK RESPONSE 2