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N <br />O <br />rI <br />Q <br />i <br />N <br />m <br />U) <br />U <br />a� <br />0 <br />0 <br />co <br />U <br />O_ <br />0 <br />0 <br />N <br />ti <br />N <br />N <br />if 7 <br />N <br />W <br />U <br />0 <br />co <br />0 <br />N <br />N <br />d' <br />N <br />LO <br />rl- <br />U) <br />U <br />O <br />0 <br />A <br />B <br />C D <br />E <br />F CITY C_)F <br />S A. <br />GENERAL ABBREVIATIONS <br />GENERAL SYMBOLS <br />ARCHITECTURAL SYMBOLS <br />SCOPE OF WORK <br />SHEET INDEX <br />,-Wft.0 0 IN E ft.� <br />Planning and Build <br />. . <br />Agen <br />1 <br />10 <br /># <br />NUMBER <br />DETAIL NUMBER <br />? <br />EARTH <br />XX <br />& <br />@ <br />AND <br />AT <br />??? <br />CROSS REFERENCE <br />SHEET NUMBER °° <br />XX XX <br />XX/A11.X <br />THIS PROJECT CONSISTS OF NEW SITE IMPROVEMENTS. SPECIFIC SCOPE <br />INCLUDES, BUT IS NOT LIMITED, <br />� o <br />GRAVEL <br />XX/A11.X CASEWORK ELEVATION <br />ADA <br />ADDN <br />AMERICANS WITH DISABILITY ACT <br />ADDITION OR ADDITIONAL <br />4( XX A4.XX <br />BUILDING ELEVATION � <br />SAND <br />XX <br />TO THE FOLLOWING: <br />ApproVE <br />DOOR NUMBER <br />AFF <br />ABOFINI HED FL R <br />VE S 00 <br />XX <br />� <br />CONCRETE <br />AFG <br />AHJ <br />ABOVE FINISHED GRADE <br />AUTHORITY HAVING JURISDICTION <br />NEW SIGNAGE ALONG MCFADDEN AVE. <br />ANCE <br />GENERAL.FOR <br />PER IT IS <br />XX Al2.X XX <br />INTERIOR ELEVATION <br />PRECAST CONCRETE <br />ALT <br />ALTERNATE <br />A124 INTERIOR WINDOW <br />G0.1 COVER SHEET <br />1 <br />ANSI <br />AMERICAN NATIONAL STANDARDS INSTITUTE <br />STEEL <br />NUMBER <br />A <br />APPROX <br />APPROXIMATE <br />XX <br />G1.1 DRAWING INDEX, GENERAL NOTES, SYMBOL <br />AND ABBREVIATIONS <br />R1 <br />2 <br />- <br />ARCH ARCHITECTURAL <br />SIMILAR OR TYPICAL STONE <br />REFERENCE <br />EXTERIOR WINDOW / <br />CURTAIN WALL NUMBER <br />BLDG <br />BUILDING <br />? SIM <br />� <br />CONCRETE MASONRY UNIT <br />WALL SECTION <br />BSMT <br />BASEMENT <br />??? <br />BRICK VENEER <br />XX. X. XX WALL TYPE <br />ARCHITECTURA <br />Master ID: <br />CL <br />CLG <br />CENTER LINE <br />CEILING <br />? <br />DETAIL REFERENCE <br />GYM FLOOR <br />NEW SITE PLAN <br />LF <br />NEW SIGNAGE <br />t <br />CM <br />CENTIMETER <br />??? <br />WOOD <br />APC 1 CEILING TYPE CEILING TYPED <br />9' 0" CEILING HEIGHT <br />0 <br />o <br />SIGNAGE DETAILS <br />a <br />CONC <br />CONCRETE <br />(CONTINUOUS BLOCKING) <br />O <br />CONN(S) <br />CONNECTION(S) <br />WOOD <br />CONST CONSTRUCTION <br />? ? (NON -CONTINUOUS BLOCKING) <br />CONT <br />CONTINUOUS <br />??? ??? <br />BUILDING SECTION <br />WOOD (TRIM/FINISH) <br />GENERAL NOTES <br />CONTR <br />CONTRACT(OR) <br />- <br />CTR <br />CENTER <br />O <br />SHEET NOTE <br />GLASS <br />D <br />DEPTH <br />SHINGLES <br />A. GENERAL NOTES APPLY TO ALL SHEETS. <br />B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE OF <br />SED A R c <br />\G� M14 TF <br />DEG <br />DEGREE <br />�� <br />REFERENCE KEYNOTE <br />CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMES, OR <br />" A <br />DEMO <br />DEMOLISH OR DEMOLITION <br />? <br />0 <br />PLYWOOD (LARGE SCALE) <br />CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE. <br />.�..�� <br />DIA <br />DIAMETER <br />C. INCLUDE ALL OWNER -FURNISHED AND INSTALLED ITEMS AND OWNER-7 <br />"1Qo. C- 06 <br />DIM <br />DIMENSION <br />COLUMN GRID LINE <br />GYPSUM WALL BOARD <br />FURNISHED AND CONTRACTOR -INSTALLED ITEMS IN THE CONSTRUCTION <br />DIV <br />SPECIFICATION DIVISION <br />SCHEDULE, AND SHALL COORDINATE WITH THE OWNER TO <br />cP h Q <br />�F <br />DN <br />DOWN <br />BLANKET INSULATION <br />ACCOMMODATE THESE ITEMS. <br />D. COORDINATE ALL MECHANICAL CHASE SIZES WITH THE MECHANICAL <br />9TF �' 10 O� <br />DTL <br />DETAIL <br />ROOM NAME <br />??? <br />ROOM NUMBER/NAME <br />CONTRACTOR. <br />OF C <br />DWG(S) <br />DRAWING(S) <br />RIGID INSULATION <br />E. ARCHITECTURAL FINISH FLOOR ELEVATION U-0" EQUALS ACTUAL SITE <br />REFERENCE ELEVATION OF 327.42 FEET. <br />E <br />EAST <br />A <br />XXX-XX <br />REVISION NUMBER <br />SPRAY FOAM INSULATION <br />F. SEE SHEET CP1.1 FOR LOCATION OF WALLS OF FIRE -RESISTANCE -RATED <br />CONSTRUCTION. ALL WALLS OF FIRE -RESISTANCE -RATED <br />EA <br />EACH <br />-- <br />CONSTRUCTION SHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF <br />EC <br />ELECTRICAL CONTRACTOR <br />LEVEL XX <br />MINERAL WOOL INSULATION <br />DECK ABOVE. <br />EL <br />ELEVATION <br />XXX' XX" <br />LEVEL ELEVATION <br />G. ALL PENETRATIONS THROUGH WALLS SHALL BE SEALED WITH <br />ELEC <br />ELECTRICAL <br />� <br />PROTECTION BOARD <br />PENETRATION FIRE STOPPING MATERIAL AS REQUIRED TO ACHIEVE THE <br />2 <br />ENG <br />ENGINEER <br />CARPET (LARGE SCALE) <br />RESPECTIVE FIRE -RESISTANCE RATING AND SMOKE STOPPAGE. SEE <br />SPECIFICATION SECTION 078413. <br />EQ <br />EQUAL <br />TYP FF EL- <br />100'-01, <br />FINISH FLOOR <br />ELEVATION <br />H. COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE <br />EQUIP <br />EQUIPMENT <br />m <br />ACOUSTIC TILE (LARGE SCALE) <br />SIZE AND LOCATION OF EQUIPMENT PADS SHOWN ON PLANS. <br />EQUIV <br />EQUIVALENT <br />I. FIRE -RESISTANCE -RATED ENCLOSURES AROUND ALL STEEL COLUMNS <br />EXST <br />EXISTING <br />100'-01, <br />SPOT ELEVATION <br />TILE (LARGE SCALE) <br />SHALL BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF FLOOR OR <br />EXT <br />EXTERIOR <br />ROOF DECK ABOVE FOR EACH LEVEL. <br />J. CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY. SEE DRAWING <br />FOR QUANTITIES AND LOCATION OF WORK. SEE SPECIFICATIONS FOR <br />FIN <br />FINISHED <br />QUALITIES AND CONDITIONS OF WORK. <br />FL <br />FLOOR <br />K. WORK: ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY <br />FT <br />FEET <br />SITE SYMBOLS <br />MENTIONED, BUT NECESSARY TO MAKE A COMPLETE WORKING <br />INSTALLATION, SHALL BE INCLUDED AND INDICATED IN THE <br />FUT <br />FUTURE <br />CONTRACTOR'S BID. <br />L. GENERAL SHEET NOTES ONLY APPLY TO PARTICULAR DRAWING OR <br />GC <br />GENERAL CONTRACTOR <br />SERIES OF DRAWINGS. <br />GOUT <br />GOVERNMENT <br />M. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED ON THIS <br />— — <br />PROPERTY LINE <br />0 <br />AREA INLET <br />PROJECT. <br />H <br />HEIGHT <br />N. DO NOT SCALE DRAWINGS. DIMENSIONS NOTED PREVAIL. NOTIFY <br />HORIZ <br />HORIZONTAL <br />— — <br />LOT LINE <br />Q <br />CURB INLET <br />ARCHITECT IN CASE OF DISCREPANCY. <br />0. HORIZONTAL AND VERTICAL DIMENSIONS ARE MINIMUM DIMENSIONS. <br />C� <br />TOTAL. <br />HT <br />HEIGHT <br />EASMENT LINE <br />MANHOLE <br />CLEARANCES ARE GIVEN TO FINISH SURFACES. GC TO VERIFY ALL <br />d <br />CLEARANCES. NOTIFY ARCHITECT IN CASE OF DISCREPANCY. <br />i.e. <br />THAT IS <br />BUILDING LINE, EXISTING <br />HEAD WALL <br />IBC <br />INTERNATIONAL BUILDING CODE <br />IN <br />INCH <br />BUILDING LINE, NEW W/DOOR <br />FLARED END <br />INT <br />INTERIOR <br />OPENING AND STRUCTURAL STOOP <br />CO <br />• <br />CLEAN OUT <br />PRIMARY CONTOUR, EXISTING <br />LB(S) <br />POUND(S) <br />�100� <br />7 <br />CAP <br />APPLICABLE CODES & REGULATIONS <br />STATEMENT OF GENERAL CONFORMANCE <br />PRIMARY CONTOUR, NEW <br />M <br />METER <br />> <br />THRUST BLOCK <br />MAX <br />MAXIMUM <br />SECONDARY CONTOUR, EXISTING <br />MC <br />MECHANICAL CONTRACTOR <br />99 <br />SECONDARY CONTOUR, NEW <br />►A <br />VALVE <br />MECH <br />MEZZ <br />MECHANICAL <br />MEZZANINE <br />1%SLOPE <br />SLOPE, PAVEMENT <br />►: <br />POST INDICATOR VALVE <br />2022 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1> TITLE 24 C.C.R. <br />MFR <br />MANUFACTURER <br />DOWN <br />REDUCER <br />2022 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. <br />Statement of General Conformance <br />3 <br />MIN <br />C <br />MINIMUM <br />MISCELLANEOUS <br />� <br />DRAINAGE DITCH ORSWALE <br />r rH <br />FIRE HYDRANT <br />2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 CCR <br />FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS, <br />MM <br />MILLIMETER <br />STREET CENTERLINE <br />POWER POLE <br />2O22 CALIFORNIA MECHANICAL CODE (CMC) PART 4 TITLE 24 CCR <br />INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER <br />CURB, THICKENED EDGE <br />or <br />2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR <br />LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS <br />N <br />N/A <br />NORTH <br />NOT APPLICABLE <br />CURB, EXISTING <br />�• <br />LIGHT POLE <br />2022 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 CCR <br />H10122743 <br />(Application No. 03- File No. 19-) <br />NIC <br />NOT IN CONTRACT <br />CURB, NEW <br />■ <br />TELEPHONE MANHOLE <br />2022 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 CCR <br />NTS <br />NOT TO SCALE <br />E <br />TELEPHONE BOX <br />2022 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10, TITLE 24 CCR <br />X THE DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET AS DENOTED WITH <br />AN ASTERISK * <br />PAVING CONTRACTION JOINT <br />OC <br />ON CENTER <br />KCJ <br />• <br />SPRINKLER HEAD, 360' <br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 CCR <br />X THIS DRAWING, PAGE OF SPECIFICATIONS/CALCULATIONS <br />OPP <br />OPPOSITE <br />— <br />PAVING KEYED CONSTRUCTION JOINT <br />SPRINKLER HEAD, 270° <br />2022 CALIFORNIA REFERENCED STANDARDS PART 12 TITLE 24 C.C.R. <br />� � <br />have been prepared by other design professionals or consultants who are licensed and/or authorized <br />OVHD <br />OVERHEAD <br />KCT <br />I <br />PAVING TIED CONSTRUCTION JOINT <br />A <br />TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS. <br />to prepare such drawings in this state. It has been examined by me for: <br />PAR <br />PARALLEL <br />EJ <br />SPRINKLER HEAD, 180' <br />1) Design intent and appears to meet the appropriate requirements of Title 24, California Code of <br />PAVING EXPANSION JOINT <br />Regulations and the project specifications prepared by me ,and <br />PENT <br />PENTHOUSE <br />p <br />SPRINKLER HEAD, 90° <br />2025 NFPA 13 INSTALLATION OF SPRINKLER SYSTEMS <br />PLYWD <br />PLYWOOD <br />FENCE, SECURITY <br />QC ® <br />QUICK COUPLING <br />2024 NFPA 14 INSTALLATION OF STANDPIPE AND HOSE SYSTEMS <br />2 Coordination with my plans and specifications and is acceptable for incorporation into the <br />) <br />O <br />QTY <br />QUANTITY <br />FENCE, BARBED WIRE <br />FENCE, CHAIN LINK <br />0X11 <br />TREE, EXISTING DECIDUOUS <br />2024 NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS <br />construction of this project. <br />The Statement of General Conformance "shall not be construed as relieving me of my rights, duties, and responsibilities <br />O <br />REQ(D) <br />REQUIRE(D) <br />X <br />0 <br />TREE, EXISTING CONIFER <br />2024 NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS <br />under Sections 17302 and 81138 of the Education Code and Sections 4-336, 4-341 and 4-344" of Title 24, Part 1. (Title <br />24, Part 1, Section 4-317 (b)) <br />U <br />REV <br />REVISION(S) <br />FENCE, WOOD <br />2025 NFPA 20 INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION <br />RM <br />RND <br />ROUOND <br />000 <br />SEED LIMIT <br />SHADE TREE <br />2023 NFPA 22 WATER TANKS FOR FIRE PROTECTION <br />I certify that- X All drawings or sheets listed on the cover or index sheet as denoted with and asterisk <br />— - - - - — <br />SOD LIMIT <br />2025 NFPA 24 INSTALLATION OF PRIVATE FIRE SERVICE MAINS <br />® This drawing or page <br />(� <br />S <br />SOUTH <br />ORNAMENTAL TREE <br />2025 NFPA 72 NATIONAL FIRE ALARM CODE <br />SCHED <br />SCHEDULE <br />Fp <br />FOUNDATION DRAIN, NON PERFORATED <br />®is/are in general conformance and ®is/are in general conformance and <br />O <br />SECT <br />SECTION <br />-- --FD---- <br />2025 NFPA 80 FIRE DOORS AND OTHER OPENINGS PROTECTIVES <br />X have been oordir�ated X have been coordinated <br />sHr <br />SHEET <br />FOUNDATION DRAIN, PERFORATED <br />'\ <br />DECIDUOUS TREE <br />2024 NFPA 92 SMOKE CONTROL SYSTEMS <br />}+ N <br />SIM <br />SIMILAR <br />— PSD--- <br />SUBDRAIN, PERFORATED <br />J�� <br />2024 NFPA 170 STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS <br />'� 09/13/2024 <br />C� cn <br />SPEC <br />STD <br />SPECIFICATION(S) <br />STANDARD <br />S <br />SANITARY SEWER <br />,� f <br />SHRUB <br />2025 NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS <br />; <br />U Z a <br />STL <br />STEEL <br />� <br />CLIPPED SHRUB <br />Signature Date Signature Date <br />z <br />W Q <br />STOR <br />STORAGE <br />FM <br />FORCE MAIN <br />� � Q <br />4 <br />STRUCT <br />STRUCTURAL <br />_W_ <br />WATER <br />Architect or Engineer designated to be in general Architect or Engineer delegated responsibility <br />L � Q <br />SYM <br />SYMETRICAL <br />responsible charge for this portion of the work. <br />0 W <br />F <br />FIRE <br />If w <br />a Q <br />TEMP <br />TEMPORARY <br />JESSE MILLER <br />TYP <br />TYPICAL <br />G <br />GAS <br />Print Name Print Name <br />Y w <br />UNEX <br />HPS <br />HIGH PRESSURE STEAM <br />C-32306 10/31/2025 <br />LL <br />� 0 <br />UNF N <br />UNFINISHED <br />MPS <br />MEDIUM PRESSURE STEAM <br />� <br />UNO <br />UNLESS NOTED OTHERWISE <br />License Number Expiration Date License Number Expiration Date <br />■ <br />4_0 o <br />LPS <br />LOW PRESSURE STEAM <br />VERT <br />VERTICAL <br />UGE/UGT <br />UNDERGROUND ELEC/TELEPHONE <br />co <br />V) "' <br />VEST <br />VESTIBULE <br />VIF <br />VERIFY IN FIELD <br />— - —OHP— - — <br />OVERHEAD POWER <br />W <br />WEST <br />HOT <br />LAWN SPRINKLER HOT LINE <br />W/ <br />W/0 <br />WITH <br />WITHOUT <br />LAT <br />LAWN SPRINKLER LATERAL <br />CONSTRUCTION <br />DOCUMENTS <br />VICINITY MAP <br />PROJECT INFORMATION <br />SHEET NUMBERING SYSTEM <br />PROJECT TEAM <br />Issue Date <br />REVISIONS <br />R1 09102/2025 <br />� , <br />e � T, •1n L <br />y � <br />PROJECT ADDRESS: <br />5306 W MCFADDEN AVE, SANTA ANA, CA 92704 <br />ARCHITECT CIVIL ENGINEER ELECTRICAL ENGINEER <br />i_-•, �'� <br />gy-°1f <br />DLR GROUP BRANDOW & JOHNSTON DCGA ENGINEERS <br />- _ "`�-'`` <br />} ��. <br />R PARCEL 1 - -1 <br />ACCESSO C # 08 563 5 <br />1650 SPRUCE ST. #300 700 S FLOWER STREET, SUITE 1200 4750 ONTARIO MILLS PKWY <br />V <br />, <br />`.�� <br />RIVERSIDE, CA 92507 LOS ANGELES, CA 90017 ONTARIO, CA 91764 <br />eV5306PROJEC <br />. Mc adden.A <br />: 5306 McFadden Avenue �. <br />..� <br />Santa Ana, CA 92704 - <br />OCCUPANCY: <br />E <br />DRAWING TYPE <br />CONTACT: JESSE MILLER CONTACT: ALLAN LUMIDAO CONTACT: CHRIS VILLALOBOS <br />,'PH:951.682.0470 <br />- <br />(SEE DRAWING TYPE BELOW) <br />alumidao@bjsce.com Chris.villalobos@dcgaengineers.com <br />5 <br />_ <br />NUMBER OF STORIES: 1 <br />jmiller@dlrgroup.com <br />DISCIPLINE ITEMIZED SERIES NUMBER <br />CLIENT <br />75-24272-01 <br />CONSTRUCTION TYPE: V-B <br />ROMAN CATHOLIC BISHOP OF ORANGE STRUCTURAL ENGINEER <br />DRAWING INDEX <br />SPRINKLERED: <br />NO <br />Al <br />13280 CHAPMAN AVENUE BRANDOW & JOHNSTON <br />GARDEN GROVE, CA 92840 700 S FLOWER STREET, SUITE 1200 <br />GENERAL NOTES, <br />SYMBOLS AND <br />mOl <br />CONTACT: JEFF GEREMIA LOS ANGELES, CA 90017 <br />ABBREVIATIONS <br />Q <br />;' ` ,_ <br />� �>= - - ` <br />PH: 714.282.3032 CONTACT: KIM CARAVALHO <br />.Y <br />- <br />r, • <br />- , <br />kcaravalho@bjsce.com <br />CD <br />♦' <br />G1.1 <br />ttii�� <br />