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SECTION REFERENCE BUBBLE <br />DETAIL REFERENCE BUBBLE WITH <br />ARROW <br />DETAIL REFERENCE BUBBLE <br />FULL HEIGHT SECTION <br />INDICATOR <br />BUILDING SECTION INDICATOR <br />ELEVATION OF WALL OR FRAME <br />NORTH ARROW <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />X <br />SX.X <br />N <br />? <br />A <br />1 <br />REVISION CLOUD AND SYMBOL <br />GRID SYSTEM <br />SCOPE OF WORK/SITE PLAN <br />AMERICAM RED <br />CROSS BLOOD <br />DONATION <br />CENTER <br />18400 Von Karman Ave., Suite 600 <br />Irvine, CA 92612 <br />O: 949.252.1022 <br />www.kpff.com <br />Sheet Number <br />Sheet Name <br />Project Status <br />Scale <br />Drawn By: <br />Agency Approval <br />Stamp <br />Consultant <br />Job Number: <br />REVISIONS <br />Project Title: <br />Key Plan <br />Approved By: Checked By: <br />Issue Date: <br />Project Address: <br />12" = 1'-0" <br />4/ <br />3 <br />/ <br />2 <br />0 <br />2 <br />6 <br /> <br />4 <br />: <br />1 <br />3 <br />: <br />0 <br />5 <br /> <br />P <br />M <br /> <br />A <br />u <br />t <br />o <br />d <br />e <br />s <br />k <br /> <br />D <br />o <br />c <br />s <br />: <br />/ <br />/ <br />1 <br />0 <br />2 <br />6 <br />2 <br />5 <br />0 <br />0 <br />2 <br />2 <br />2 <br /> <br />- <br /> <br />A <br />m <br />er <br />i <br />c <br />a <br />n <br /> <br />R <br />e <br />d <br /> <br />C <br />r <br />o <br />s <br />s <br />- <br /> <br />- <br /> <br />S <br />a <br />n <br />t <br />a <br /> <br />A <br />n <br />a <br />/ <br />2 <br />5 <br />0 <br />0 <br />2 <br />2 <br />2 <br /> <br />A <br />m <br />e <br />r <br />i <br />c <br />a <br />n <br /> <br />R <br />e <br />d <br /> <br />Cr <br />o <br />s <br />s <br /> <br />S <br />A <br />_ <br />S <br />2 <br />4 <br />. <br />r <br />v <br />t <br />S-0.1 <br />COVER SHEET <br />Project Status <br />SA 10262500222 <br />AMERICAN RED <br />CROSS - SANTA ANA <br />600 N Parkcenter Dr., Santa Ana, CA 92705 <br />WT JW <br />11/18/2025 <br />SYMBOLS <br />& AND <br />@ AT <br />AB ANCHOR BOLT <br />ABV ABV <br />ADDL ADDITIONAL <br />ADJ ADJACENT <br />AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL <br />AFF ABOVE FINISHED FLOOR <br />AGGR AGGREGATE <br />ALT ALTERNATE <br />ALUM ALUMINUM <br />ANCH ANCHOR <br />APPVD APPROVED <br />APROX APPROXIMATELY <br />ARCH ARCHITECTURAL; ARCHITECT <br />(B) OR BOT BOTTOM <br />BD BOARD <br />BLDG BUILDING <br />BLK BLOCK <br />BLKG BLOCKING <br />BLW BELOW <br />BM BEAM <br />BN BOUNDARY NAIL <br />BNDRY BOUNDRY <br />BOF BOTTOM OF FOOTING <br />BOT OR B/ BOTTOM OF <br />BRC BRACE <br />BRCG BRACING <br />BRG BEARING <br />BS BOUNDARY SCREW <br />BT BENT <br />BTW BETWEEN <br />BTWN BETWEEN <br />C OR CAM CAMBER <br />CALCS CALCULATIONS <br />CANT CANTILEVER <br />CBC CALIFORNIA BUILDING CODE <br />CC CENTER TO CENTER <br />CF OR CU FT CUBIC FOOT <br />CG CENTER OF GRAVITY <br />CIP CAST IN PLACE <br />CJ CONSTRUCTION JOINT; CONTROL JOINT <br />CJP COMPLETE JOINT PENETRATION <br />CL CENTER LINE <br />CLR CLEARANCE; CLEAR <br />CMU CONCRETE MASONRY UNIT <br />CO COMPANY <br />COL COLUMN <br />COMP COMPRESSION <br />CONC CONCRETE <br />CONN CONNECT; CONNECTION <br />CONST CONSTRUCTION <br />CONSTR CONSTRUCTION <br />CONT CONTINUE; CONTINUOUS <br />CONTR CONTRACTOR <br />CTR CENTER <br />CTSK COUNTERSINK; COUNTERSUNK <br />d PENNY (NAILS) <br />db BAR DIAMETER <br />DBL DOUBLE <br />DCW DEMAND CRITICAL WELD <br />DEPT DEPARTMENT <br />DET DETAIL <br />DF DOUGLAS FIR/LARCH <br />DIA OR Ø DIAMETER <br />DIAG DIAGONAL <br />DIAPH DIAPHRAGM <br />DIM DIMENSION <br />DIR DIRECTION <br />DIST DISTANCE <br />DL DEAD LOAD <br />DN DOWN <br />DO DITTO <br />DWG DRAWING <br />DWL DOWEL <br />(E) OR EXIST EXISTING <br />e.g. FOR EXAMPLE <br />EA EACH <br />EF EACH FACE <br />EJ END JACK; EXPANSION JOINT <br />EL ELEVATION <br />ELEC ELECTRICAL <br />ELEV ELEVATION; ELEVATOR <br />EMB EMBED <br />EMBED EMBEDMENT <br />EN END NAIL <br />ENGR ENGINEER <br />EOR ENGINEER OF RECORD <br />EOS EDGE OF SLAB <br />EQ EQUAL <br />EQUIP EQUIPMENT <br />EQUIV EQUIVALENT <br />ES EACH SIDE; EDGE SCREW <br />ETC ET CETERA <br />EW EACH WAY <br />EXT EXTERIOR <br />f'c CONCRETE COMPRESSION STRENGTH <br />f'm MASONRY COMPRESSION STRENGTH <br />F/ FACE OF <br />Fb ALLOWABLE BENDING STRESS <br />FD FLOOR DRAIN <br />FDN FOUNDATION <br />FF FINISH FLOOR OR FAR FACE <br />FIN FINISH <br />FJ FLOOR JOIST <br />FL FLOOR LINE <br />FLG FLANGE <br />FLR FLOOR <br />FN FIELD NAIL <br />FOC FACE OF CONCRETE <br />FOM FACE OF MASONRY <br />FOS FACE OF STUD <br />FOW FACE OF WALL <br />FP FIRE PROOF; FULL PENETRATION <br />FRMG FRAMING <br />FS FULL SIZE; FAR SIDE; FIELD SCREW <br />FT FOOT; FEET <br />FTG FOOTING <br />Fy YIELD STRENGTH <br />GA GAUGE <br />GALV GALVANIZED <br />GB GRADE BEAM <br />GC GENERAL CONTRACTOR <br />GEN GENERAL <br />GLB GLUE LAMINATED BEAM <br />GR GRADE <br />GRND GROUND <br />(H) HORIZONTAL <br />H OR HORIZ HORIZONTAL <br />HCAI DEPARTMENT OF HEALTHCARE ACCESS AND INFORMATION <br />HD HOLDOWN <br />HDR HEADER <br />HGR HANGER <br />HI HIGH <br />HOSP HOSPITAL <br />HP HIGH POINT OR HEAVY PILING <br />HR HARD ROCK <br />HS HIGH STRENGTH <br />HSH HORIZONTALLY SLOTTED HOLE <br />HT HEIGHT <br />I MOMENT OF INERTIA <br />I-JST I JOIST <br />i.e. THAT IS <br />IBC INTERNATIONAL BUILDING CODE <br />ID INSIDE DIAMETER <br />IF INSIDE FACE <br />IN INCH <br />INCL INCLUDE; INCLUDING <br />INFO INFORMATION <br />INSP INSPECTION; INSPECTOR <br />INT INTERIOR <br />INTERM INTERMEDIATE <br />INV INVERT <br />JST JOIST <br />JT JOINT <br />k OR KIP 1,000 (e.g. POUNDS) <br />KO KNOCK OUT <br />KP KING POST <br />KSF KIPS PER SQUARE FOOT <br />KSI KIPS PER SQUARE INCH <br /># OR LBS POUNDS <br />(L) LONGITUDINAL <br />LAB LABORATORY <br />Ld DEVELOPMENT LENGTH <br />LDGR LEDGER <br />Ldh STANDARD HOOK DEVELOPMENT LENGTH <br />LF LINEAL FOOT <br />LG LONG <br />LIN LINEAL; LINEAR <br />LL LIVE LOAD <br />LLBB LONG LEGS BACK-TO-BACK <br />LLH LONG LEG HORIZONTAL <br />LLV LONG LEG VERTICAL <br />LONGIT LONGITUDINAL <br />LP LOW POINT <br />LSL LONG SLOTTED HOLE <br />Lst TENSION LAP SPLICE LENGTH <br />LTWT LIGHT WEIGHT <br />LVL LEVEL <br />MAS MASONRY <br />MAT MATERIAL <br />MAX MAXIMUM <br />MB MACHINE BOLT <br />MDF MEDIUM DENSITY FIBERBOARD <br />MECH MECHANICAL <br />MEZZ MEZZANINE <br />MFR MANUFACTURER <br />MID MIDDLE <br />MIN MINIMUM <br />MISC MISCELLANEOUS <br />MTL METAL <br /># OR NO NUMBER <br />(N) NEW <br />N NORTH <br />NF NEAR FACE <br />NIC NOT IN CONTRACT <br />NORM NORMAL <br />NS NEAR SIDE <br />NTS NOT TO SCALE <br />OC ON CENTER <br />OD OUTSIDE DIAMETER <br />OF OUTSIDE FACE <br />OH OPPOSITE HAND <br />OPNG OPENING <br />OPP OPPOSITE <br />ORIG ORIGINAL <br />OSB ORIENTED STRAND BOARD <br />// OR PARA PARALLEL <br />PC PRECAST <br />PCF POUNDS PER CUBIC FOOT <br />PCI POUNDS PER CUBIC INCH <br />PDF POWDER DRIVEN FASTENERS <br />PE POLYETHYLENE; PROFESSIONAL ENGINEER <br />PI PLYWOOD INDEX <br />PJP PARTIAL JOINT PENETRATION <br />PL PLATE; PROPERTY LINE <br />PLCS PLACES <br />PLF POUNDS PER LINEAR FOOT <br />PLY PLYWOOD <br />PREFAB PREFABRICATED <br />PRKG PARKING <br />PROJ PROJECT <br />PROP PROPERTY <br />PSF POUNDS PER SQUARE FOOT <br />PSI POUNDS PER SQUARE INCH <br />PT POST TENSION <br />PTFE POLYTETRAFLOURETHYLENE (TEFLON) <br />PVC POLYVINYL CHLORIDE <br />PVMT PAVEMENT <br />PW PLATE WASHER <br />┴ OR PERP PERPENDICULAR <br />R OR RAD RADIUS <br />RD ROOF DRAIN <br />REF REFERNECE <br />REG REGULAR <br />REINF REINFORCE; REINFORCING <br />REQ OR REQD REQUIRED <br />RET RETAINING <br />REV REVISION <br />RF ROOF <br />RM ROOM <br />RO ROUGH OPENING <br />S ELASTIC SECTION MODULUS <br />SCHED SCHEDULE <br />SECT SECTION <br />SEL SELECT <br />SEP SEPERATION <br />SFRS SEISMIC FORCE RESISTING SYSTEM <br />SHT SHEET <br />SHTG SHEATHING <br />SIM SIMILAR <br />SJ SEISMIC JOINT, SIDE JACK <br />SLBB SHORT LEG BACK-TO-BACK <br />SMF SPECIAL MOMENT FRAME <br />SMS SHEET METAL SCREW <br />SOG SLAB ON GRADE <br />SPCG SPACING <br />SPCL SPECIAL <br />SPECS SPECIFICATIONS <br />SQ SQUARE <br />SS SELECT STRUCTURAL; STAINLESS STEEL <br />SSH SHORT SLOTTED HOLE <br />SSH SHORT SLOTTED HOLE <br />STAGG STAGGER <br />STD STANDARD <br />STIFF STIFFENER <br />STIRR STIRRUP <br />STL STEEL <br />STRUCT STRUCTURAL <br />STRUCT I STRUCTURAL I SHEATHING <br />SW SHEAR WALL <br />SYM SYMMETRICAL <br />Σ SUM <br />(T) TOP <br />(T) TRANSVERSE <br />T TOP <br />T&B TOP & BOTTOM <br />T&G TONGUE AND GROOVE <br />T/ TOP OF <br />TB TIE BEAM <br />TEMP TEMPORARY; TEMPERATURE <br />THK THICK <br />THR THREADED <br />THRU THROUGH <br />TL TOTAL LOAD <br />TN TOE NAIL <br />TOC TOP OF CONCRETE, TOP OF CURB <br />TOF TOP OF FOOTING <br />TOGB TOP OF GRADE BEAM <br />TOL TOP OF LEDGER <br />TOS TOP OF STEEL <br />TOSL TOP OF SLAB <br />TOW TOP OF WALL <br />TRANSV TRANSVERSE <br />TSG TAPERED STEEL GIRDER <br />TSP TAPERED STEEL GIRDER <br />TYP TYPICAL <br />UL UNDERWRITERS LABORATORY, INC <br />UNO UNLESS NOTED OTHERWISE <br />UT ULTRASONIC TESTING <br />(V) VERTICAL <br />V OR VERT VERTICAL <br />VIF VERIFY IN FIELD <br />VSH VERTICAL SLOTTED HOLES <br />W/ WITH <br />W/C WATER-CEMENT RATIO <br />W/O WITHOUT <br />WD WOOD <br />WF WIDE FLANGE <br />WHT OR WT WEIGHT <br />WP WORK POINT <br />WWF WELDED WIRE FABRIC <br />STRUCTURAL STEEL SHAPES <br />C STANDARD CHANNEL <br />HP HP SHAPE <br />HSS HOLLOW STRUCTURAL STEEL <br />L ANGLES <br />M M SHAPES <br />MC MISC CHANLES <br />PIPE#-STD STANDARD PIPE <br />PIPE#-XSTRONG EXTRA STRONG PIPE <br />PIPE#-XXSTRONG DOUBLE EXTRA STRONG PIPE <br />S S SHAPE <br />TS TUBE STEEL <br />W W SHAPE <br />WT, ST, MT STRUCT TEES CUT FROM W, S, M SHAPES <br />INSTITUTIONS <br />ACI AMERICAN CONCRETE INSTITUTE <br />AISC AMERICAL INSTITUTE OF STEEL CONSTRUCTION <br />AISI AMERICAN IRON AND STEEL INSTITUTE <br />AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION <br />ANSI AMERICAN NATIONAL STANDARDS INSTITUTE <br />APA AMERICAN PLYWOOD ASSOCIATIONS <br />ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS <br />AWPA AMERICAN WOOD PRESERVERS ASSOCIATION <br />AWPB AMERICAN WOOD PERSERVERS BUREAU <br />AWS AMERICAN WELDING SOCIETY <br />CRSI CONCRETE REINFORCING STEEL INSTITUTE <br />ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS <br />ICC INTERNATIONAL CODE COUNCIL <br />ICC-ER ICC-ES LEGACY REPORT <br />ICC-ES ICC EVALUATION SERVICES <br />ICC-ESR ICC-ES REPORT <br />PCI PRECAST CONCRETE INSTITUTE <br />PTI POST-TENSION CONCRETE INSTITUTE <br />RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS <br />SJI STEEL JOIST INSTITUTE <br />TPI TRUSS PLATE INSTITUTE <br />SHEET INDEX <br />S-0.1 COVER SHEET <br />S-0.2 GENERAL STRUCTURAL NOTES, TESTING, INSPECTION, AND OBSERVATION <br />S-1.1 SITE PLAN <br />S-1.2 FOUNDATION PLAN <br />S-3.1 STRUCTURAL DETAILS <br />VICINITY MAP <br />SCOPE OF WORK <br />NO DATE DESCRIPTION <br />N <br />PROJECT SCOPE OF WORK: <br />THE PROPOSED PROJECT IS A BUILDING MAINTENANCE <br />OF THE EXTERIOR WOOD POST. <br />THE SCOPE OF WORK INCLUDES REVIEW AND <br />ASSESSMENT OF EXISTING WOOD POST; REMOVE AND <br />REPLACE DAMAGED POST TO MATCH EXISTING; REPAIR <br />OF CHIPPED CONCRETE PIERS.