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Home My WebLink About1202 W Edinger Ave - REV1 - PlanVAC VACUUM PREFINISHEDPREFIN HP CONNECTIONCONN HORSEPOWER HEATING, VENTILATING, AIR CORR CONTR COORD COV DBL CTV CSWK DIM DET DEPT DEMO DIV. DIST. DISP. DWG. CONT DN. DS. DIA D.L. DF CP CT CW CR DOWN SPOUT DOWN DRAWING LVL LVR LL LT LTG LB. LDG LAV. KVA LAB. LOUVER LIGHTING LIVE LOAD LEVEL LIGHT POUND LANDING LAVATORY LABORATORY KILOVOLT AMPERE DIMENSION DRINKING FOUNTAIN DEPARTMENT DEMOLITION DEAD LOAD DIAMETER DIVISION DISTANCE DISPENSER DETAIL DOUBLE CORRIDOR CONTRACTOR COORDINATE CONTROL PANEL CABLE TELEVISION CERAMIC TILE CASEWORK COLD WATER CONDENSATE RETURN CONTINUOUS COVER INSULATION K KO KIT. JT. JCT. IW JAN. INSUL. INV. INT. JUNCTION KITCHEN KNOCKOUT KIP (1000 LB) JOINT INVERT JANITOR INTERIOR IRRIGATION WATER HW I.E. HVY HVAC HTWS HTWR HTG. HR. HEAVY INVERT ELEVATION HOT WATER CONDITIONING HOUR HEATING HOT WATER SUPPLY HOT WATER RETURN VERT. V.C.T. VAV W VEST. WD. W.C. WL WHSE WDW. W/ WR WPG WP WT W.W.F. WSCT. XFMR WLD ROOFINGRFG R.O. RM. ROUGH OPENING ROOM RAD. REV. RET REQD. REINF. RESIL. REF. REG. REFR. R.D. RDWD. PVC QTY R. Q.T. PSF PSI PSG PRELIM PROJ RADIUS REVERSE RETURN REQUIRED REINFORCING RESILIENT REFERENCE REGISTER REFRIGERATOR ROOF DRAIN REDWOOD POLYVINYL CHLORIDE RISER QUANTITY QUARRY TILE PAINT SEMI-GLOSS POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRELIMINARY PROJECT WIND LOAD WATER RESISTANT WATERPROOFING WORKING POINT WELDED WIRE FABRIC WEIGHT TRANSFORMER WAINSCOT WELDED WAREHOUSE WINDOW WOOD WATER CLOSET VESTIBULE VERTICAL VINYL COMPOSITION TILE VARIABLE AIR VOLUME WATT WITH FIBERGLASS REINFORCED PANEL FIRE EXTINGUISHER CABINET ELECTRIC WATER COOLER ELECTRIC WATER HEATER FIRE DEPARTMENT CONNECTION FINISH FLOOR FOLDING PANEL WOOD DOOR FOLDING PANEL PARTITION HOLLOW CORE NATURAL FINISH HOLLOW CORE PAINT FINISH ASSY ASB ARCH APPROX BLKG BLDG BBD BAT BLW BRKR CAB BUR CARP CAT BTU BLO CHBD CEM CFM CHEM CHWR CLG CHWS CMU CMT CLO CLRM CND CONC COMP COMM CONF COL CO CJ CL CI CIR CF CB BO BM BLR BD CLOSET CERAMIC MOSAIC TILE CLASSROOM CLEANOUT CONCRETE COMPOSITION COMMUNICATION CONFERENCE CONCRETE MASONRY UNIT COLUMN CONDUIT CHALKBOARD CURB FACE CUBIC FEET PER MINUTE CHEMICAL CHILLED WATER RETURN CONTROL JOINT CAST IRON CHILLED WATER SUPPLY CENTERLINE CEILING CIRCLE HDR HGT. HORIZ. H.M. HDWD. HDW. HCN HDBD. HCP H.B. GYP. HEADER HEIGHT HORIZONTAL HOLLOW METAL HARDWOOD HARDWARE HOSE BIBB GYPSUM HARDBOARD GB GPM GR. GND. GLU.LAM. GL. G. GALV. GA. FXTR FURR. FTG. GRAB BAR GRADE GROUND GALLONS PER MINUTE GLUE LAMINATED GLASS FURRING FOOTING FIXTURE GALVANIZED GAGE GAS BOTTOM OF CATCH BASIN BUILT UP ROOFING BRITISH THERMAL UNIT CATALOG CEMENT CABINET CARPET BREAKER BELOW BEAM ARCHITECT APPROXIMATELY BLOCKING BULLETIN BOARD BOILER BLOWER BUILDING BOARD ASSEMBLY BATTERY ASBESTOS FPP F.R.P. F.S. FT. F.R.A. FPW FLUOR. FLR. FLASH. FIN. FIRE RATED ASSEMBLY FLOOR SINK FOOT OR FEET FLOOR FLASHING FLUORESCENT FINISH FDC F.E.C. F.H. F.F. F.E. FDN F.A. FC F.D. F EXT. FIRE EXTINGUISHER FOUNDATION FIRE HYDRANT EXTERIOR FLOOR DRAIN FIRE ALARM FOOTCANDLE FACTORY FINISH ACOUS ACT ADJ AGGR ADH AMP ANOD ALUM AFP ALT AFF AD ACP AB # @ & ACOUSTICAL TILE AREA DRAIN ACOUSTICAL ALTERNATE ABOVE FINISH FLOOR ADJACENT AGGREGATE ACCORDIAN FOLDING PARTITION ANODIZED ALUMINUM AMPERE ADHESIVE DIAMETER OR ROUND CENTERLINE ACOUSTICAL PANEL ANCHOR BOLT NUMBER AT ANGLE AND ENTR ENTRANCE EST. EXP. EXIST. EXH E.W.C. EWH EQ. EQUIP. EP ESTIMATE EXISTING EXHAUST EXPANSION EQUAL EQUIPMENT EPOXY ENAMEL ENG ENGY EMER. ELEV. ENCL. E.J. ELEC. EA. ENGINEER ENERGY ENCLOSURE EMERGENCY ELEVATION EXPANSION JOINT ELECTRICAL EACH ST STAG SST. STL. STD. STRUCT. STOR STN STC SUSP. SWBD SWR SYM. SWGR T. T. & B. TD TECH T. & G. SYS SURF TEMP. THRU THRES. THK TOT T.O.P. TYP. TRNSF. TKBD UGND UNFIN. U.N.O. V TEL. PR. PREFAB PNL POS PLYWD. PLF PLBG P.L. PLAT. PLAS. PERP PG PIV P.H. PE PF PC PERF PBD PB PREFABRICATED PAIR POSITIVE PANEL POUNDS PER LINEAR FOOT PLUMBING PLYWOOD PROPERTY LINE PLATFORM PLASTER PERPENDICULAR PAINT EGGSHELL POST INDICATOR VALVE PAINT GLOSS PANIC HARDWARE PAINT FLAT PORTLAND CEMENT PARTICLEBOARD PERFORATED PULL BOX OPP. OVHD PART. OPNG. OFOI OFF O.F. O.D. OFCI O.A. O.C. N.T.S. NOM. NEG NO. N.I.C. NAT. (N) OWNER FURNISHED-CONTRACTOR INSTALLED OPPOSITE OVERHEAD PARTITION OPENING OVERFLOW DRAIN OUTSIDE DIAMETER INSTALLED OWNER FURNISHED-OWNER OFFICE OVERALL ON CENTER NOT TO SCALE NOMINAL NOT IN CONTRACT NEGATIVE NUMBER NATURAL NEW UNFINISHED UNDERGROUND UNLESS NOTED OTHERWISE VOLT TYPICAL TRANSFORMER TACKBOARD THROUGH THRESHOLD TEMPERATURE TOP OF PARAPET TOTAL THICK SWITCHBOARD TONGUE AND GROOVE TECHNICAL TRENCH DRAIN TOP AND BOTTOM TREAD SWITCHGEAR SYMBOL SYSTEM TELEPHONE SEWER STANDARD SOUND TRANSMISSION CLASS STAGGERED STAINLESS STEEL STRUCTURAL STORAGE SUSPENDED SURFACE STEEL STAIN FINISH STREET S.C. S.B. SCP SCHED. SCN S.D. SF SECT. SIM. SHT. SPLY SPEC. SCPL S.SK. MED MISC. MTD. MVBL MUL. MTL. MKR MH MIN. MIR MFR. MEZZ MECH. MCC MAX. MATL. MAS MAN MAINT MEDIUM MISCELLANEOUS MOUNTED MULLION MOVABLE MARKER METAL MANUFACTURER MANHOLE MINIMUM MIRROR MEZZANINE MOTOR CONTROL CENTER MECHANICAL MAXIMUM MATERIAL MASONRY MANUAL MAINTENANCE SECTION SQUARE SUPPLY SPECIFICATIONS SIMILAR SQUARE FOOT SERVICE SINK SQ. SHEET SCHEDULE SOLID CORE SPLASH BLOCK SOLID CORE NATURAL FINISH SOLID CORE PAINT FINISH STORM DRAIN SOLID CORE P.LAM FINISH ABBREVIATIONS AC ASPHALTIC CONCRETE CTSK COUNTERSUNK DG DECOMPOSED GRANITE LAM. LAMINATED LTF LINOLEUM TILE FLOORING I.D. INSIDE DIAMETER G.I.GALVANIZED IRON F.R.FIRE RETARDANT F.O.S.FACE OF STUD F.O.F.FACE OF FINISH F.O.C.FACE OF CONCRETE F.O.FACE OF F.O.M.FACE OF MASONRY F.L.FLOW LINE F.G.FINISHED GRADE EXPSD. EXPOSED (E)EXISTING VFWC VINYL FABRIC WALL COVERING UR. UTIL U.O.S. URINAL UTILITY UNDERSIDE OF STRUCTURE TW TOP OF WALL T.O.TOP OF T.P.TOP OF PAVING T.G.TOP OF GRATE T.C.TOP OF CURB SV SHEET VINYL SLR SEALER R.T.F.RUBBER TILE FLOORING P.LAM.PLASTIC LAMINATE PL.PLATE PD PLANTER DRAIN CL (NOT PART OF DSA APPROVAL) NEWPORT BEACH, CA 92660 PHONE NO. - (949) 673-0300 tBP/ARCHITECTURE 4611 TELLER AVENUE ARCHITECT SANTA ANA, CA 92707 PHONE NO. - (714) 754-7711 MATER DEI HIGH SCHOOL 1202 W. EDINGER AVENUE OWNER THIS PROJECT SCOPE INCLUDES THE FOLLOWING: 1.CONSTRUCTION OF A 2,000 SQUARE FOOT METAL STRUCTURE --NO MORE THAN 5 YEARS. STRUCTURE WILL BE USED FOR ADDITIONAL SCHOOL FUNCTIONS/SERVICES INCLUDING BUT NOT LIMITED TO ARTS PROGRAMS SUCH AS MUSIC, CHEER/DANCE, ETC. SUMMARY OF WORK PROJECT DIRECTORY APPLICABLE CODES AS OF JANUARY 1, 2020: 2022 CALIFORNIA ADMINISTRATIVE CODE (C.A.C.), PART 1, TITLE 24 C.C.R. 2022 CALIFORNIA BUILDING CODE (C.B.C.), PART 2, TITLE 24 C.C.R. (2018 INTERNATIONAL BUILDING CODE, VOL. 1 & 2, AND 2016 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (C.E.C.), PART 3, TITLE 24 C.C.R. (2017 NATIONAL ELECTRICAL CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA MECHANICAL CODE (C.M.C.), PART 4, TITLE 24 C.C.R. (2018 IAPMO UNIFORM MECHANICAL AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA PLUMBING CODE (C.P.C.), PART 5, TITLE 24 C.C.R. (2018 IAPMO UNIFORM PLUMBING CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ENERGY CODE (C.E.C.), PART 6, TITLE 24 C.C.R. 2022 CALIFORNIA FIRE CODE (C.F.C.), PART 9, TITLE 24 C.C.R. (2018 INTERNATIONAL FIRE CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA EXISTING BUILDING CODE (C.E.B.C.), PART 1, TITLE 24 C.C.R. (2018 INTERNATIONAL EXISTING BUILDING CODE AND 2019 CALIFORNIA AMENDMENTS) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11, TITLE 24 C.C.R. 2022 CALIFORNIA REFERENCED STANDARDS CODE, PART 12, TITLE 24 C.C.R. TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS 2022 ASME A17.1/CSA B44-16 SAFETY CODE FOR ELEVATORS AND ESCALATORS (PER 2019 CBC PART 2 CH 35) NOTE: CAL/OSHA ELEVATOR UNIT ENFORCES C.C.R. TITLE 8 AND USES THE 2004 ASME A17.1 BY ADOPTION. PARTIAL LIST OF APPLICABLE STANDARDS NFPA 13 SPRINKLER SYSTEMS (CALIFORNIA AMENDED)2016 EDITION NFPA 14 STANDPIPE AND HOSE SYSTEMS (CALIFORNIA AMENDED)2016 EDITION NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEMS 2017 EDITION NFPA 20 STATIONARY PUMPS FOR FIRE PROTECTION 2016 EDITION NFPA 22 WATER TANKS FOR PRIVATE FIRE PROTECTION 2013 EDITION NFPA 24 PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES 2016 EDITION (CALIFORNIA AMENDED) NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE (CALIFORNIA AMENDED)2016 EDITION NFPA 80 FIRE DOORS AND OTHER OPENING PROTECTIVES 2016 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS (CALIFORNIA AMENDED)2015 EDITION UL 300 FIRE TESTING OF FIRE EXTINGUISHING SYSTEMS FOR PROTECTION OF 2005 (R2010) COMMERCIAL COOKING EQUIPMENT UL 464 AUDIBLE SIGNALING DEVICES FOR FIRE ALARM AND SIGNALING SYSTEMS,2003 EDITION INCLUDING ACCESSORIES UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS 1999 EDITION UL 1971 SIGNALING DEVICES FOR THE HEARING IMPAIRED 2002 (R2012) ICC 300 BLEACHERS, FOLDING AND TELESCOPIC SEATING, AND GRANDSTANDS 2017 EDITION FOR A COMPLETE LIST OF APPLICABLE NFPA STANDARDS REFER TO 2022 C.B.C. (SMF) CHAPTER 35 AND CALIFORNIA FIRE CODE (C.F.C.) CHAPTER 80. SEE CALIFORNIA BUILDING CODE, CHAPTER 35, FOR STATE OF CALIFORNIA AMENDMENTS TO THE NFPA STANDARDS. APPLICABLE CODES 1.ALL WORK TO CONFORM TO 2022 EDITION TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2.CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR CONSTRUCTION CHANGE DOCUMENTS APPROVED BY THE DIVISIONS OF THE STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART 1, TITLE 24, CCR. 3.THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS IS THAT THE WORK OF THE ALTERATIONS, REHABILITATION, OR RECONSTRUCTION IS TO BE IN ACCORDANCE WITH TITLE 24, CCR. SHOULD ANY EXISTING CONDITION SUCH AS DETERIORATION OR NON-COMPLYING CONSTRUCTION BE DISCOVERED WHICH IS NOT COVERED BY THE CONTRACT DOCUMENTS WHEREIN THE FINISH WORK WILL NOT COMPLY WITH TITLE 24, CCR. A CONSTRUCTION CHANGE DOCUMENT (CCD) OR A SEPARATE SET OF PLANS AND SPECIFICATIONS, DETAILING AND SPECIFYING THE REQUIRED WORK SHALL BE SUBMITTED TO AND APPROVED BY DSA BEFORE PROCEEDING WITH THE WORK (SECTION 4-317(C) , PART 1, TITLE 24, CCR). 4.GRADING PLANS, DRAINAGE IMPROVEMENTS, ROAD AND ACCESS REQUIREMENTS, AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. 5.CONTRACTOR OPERATIONS SHALL NOT BLOCK, HINDER, IMPEDE. OR OTHERWISE INHIBIT THE USE OF REQUIRED EXITS AT ANY TIME. CONTRACTOR SHALL MAINTAIN UNOBSTRUCTED ACCESS TO FIRE EXTINGUISHERS, FIRE HYDRANTS, TEMPORARY FIRE PROTECTION FACILITIES, STAIRWAYS, AND OTHER ACCESS ROUTES FOR FIRE -FIGHTING EQUIPMENT AND OR PERSONNEL. GENERAL NOTES *CIVIL T-2 COVER SHEET GENERAL (NO. OF SHEETS - 6) SHEET INDEX SHEET INDEX, GENERAL NOTES, & ABBREVIATIONS (NO. OF SHEETS - 4) T-1 (TOTAL NO. OF SHEETS - 54) ARCHITECTURAL (NO. OF SHEETS - 5) Statement of General Conformance FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS, INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS The drawings or sheets listed on the cover or index sheet [marked by asterisk (*)] This drawing, page of specifications/calculations have been prepared by other design professionals or consultants who are licensed and/or authorized to prepare such drawings in this state. It has been examined by me for: 1) design intent and appears to meet the appropriate requirements of Title 24, California Code of Regulations and the project specifications prepared by me, and 2) coordination with my plans and specifications and is acceptable for incorporation into the construction of this project. This Statement of General Conformance "shall not be construed as relieving me of my rights, duties, and responsibilities under Sections 17302 and 81138 of the Education Code and Sections 4-336, 4-341 and 4-344" of Title 24, Part 1. (Title 24, Part 1, Section 4-317 (b)) I find that:All drawings or sheets listed on the cover or index sheet This drawing or page is/are in general conformance with the project design, and has/have been coordinated with the project plans and specifications. is/are in general conformance with the project design intent, and has/have been coordinated with the project plans and specifications. Signature Date Signature Date Architect or Engineer designated to be in general responsible charge Architect or Engineer delegated responsibility for this portion of the work Print Name License Number Expiration Date Print Name License Number Expiration Date HUNG L. CHENG C-34187 4-30-2 7 05-30-2027 *ELECTRICAL (NO. OF SHEETS - 16) MATERIAL SYMBOLSREFERENCE SYMBOLS FULL BUILDING SECTION NUMBER BELOW - SHEET NUMBER LETTER ABOVE - SECTION EARTH CONCRETE MASONRY STEEL PLYWOOD FINISH WOOD LATH & PLASTER GYPSUM BOARD BATT INSULATION RIGID INSULATION ACOUSTICAL CEILING PANEL/ TILE 101 2 3 1 A-3 A A-4 A A-4 B A-4 PARTIAL BUILDING SECTION / WALL SECTION NUMBER BELOW - SHEET NUMBER LETTER ABOVE - SECTION EXTERIOR ELEVATION NUMBER BELOW - SHEET NUMBER NUMBER ABOVE - ELEVATION NUMBER 2 3.01 DETAIL NUMBER BELOW - SHEET NUMBER NUMBER ABOVE - DETAIL NUMBER 101 A-5 2 ROOM IDENTIFICATION WITH INTERIOR ELEVATION REFERENCES INTERIOR ELEVATION - (REFERENCE ONLY THOSE DRAWN) NUMBER BELOW - SHEET NUMBER NUMBER ABOVE - ROOM NUMBER INTERIOR ELEVATION IDENTIFICATION INTERIOR ELEVATION REFERENCE NUMBER ABOVE - ROOM NUMBER TOILET ACCESSORY IDENTIFICATION TOILET ROOM ACCESSORY NUMBER 2 KEYNOTE REFERENCE KEYNOTE REFERENCE NUMBER WALL TYPE REFERENCE SAND & GROUT WALL TYPE - REFER TO SHEET 4.02A IRVINE, CA 92612 PHONE NO. - (949) 679-0870 VCA ENGINEERS 2151 MICHELSON DRIVE #240 STRUCTURAL ORANGE, CA 92868 PHONE NO. - (714) 939-1030 KIMLEY-HORN 1100 W TOWN & COUNTRY ROAD, SUITE 700 CIVIL IRVINE CA 92618 PHONE NO. - (949) 715-5800 TK1SC 15231 LAGUNA CANYON ROAD, SUITE 100 MECHANICAL/PLUMBING/ELECTRICAL 2 *MECHANICAL (NO. OF SHEETS - 4) *STRUCTURAL (NO. OF SHEETS - 1) (NO. OF SHEETS - 18 )*STEEL BUILDING DRAWINGS T-3 FIRE MASTER PLAN 0AS-1 OVERALL CAMPUS SITE PLAN 0AS-2 ENLARGED SITE PLAN A1-1 PLANS / ELEVATIONS & DOOR SCHEDULE S-1 GENERAL NOTES, PLAN AND DETAILS C1 COVER SHEET C2 COVER SHEET F1 ANCHOR ROD PLAN F2 REACTIONS E1 ROOF FRAMING E2 ROOF SHEETING E3 CROSS SECTION E4 SIDEWALL ELEVATION E5 SIDEWALL ELEVATION E6 ENDWALL ELEVATION E7 ENDWALL ELEVATION D1 DETAIL DRAWINGS D2 DETAIL DRAWINGS D3 DETAIL DRAWINGS D4 DETAIL DRAWINGS D5 DETAIL DRAWINGS W1 WELD SHEET DETAILS W2 WELD SHEET DETAILS DENTON, TX 76207 PHONE NO. - (940) 383-9566 RHINO STEEL BLDG. SYSTEMS 43005 I-35 NORTH STRUCTURAL C000 COVER SHEET C100 EROSION CONTROL PLAN C200 SITE IMPROVEMENT PLAN C300 GRADING AND DRAINAGE PLAN A11.01 SIGNAGE DETAILS M0-0 LEGEND, ABBREVIATIONS & NOTES M0-1 SPECIFICATIONS M0-2 TITLE 24 COMPLIANCE FORMS M1-1 MECHANICAL FLOOR PLAN M2-1 DETAILS & CONTROLS E0-1 SYMBOLS LIST E0-1 SITE ELECTRICAL PLAN E1-1 LIGHTING PLAN E1-2 POWER & COMMUNICATION PLAN E2-1 SINGLE LINE DIAGRAM E2-2 TRANSFORMER INFORMATION + GROUNDING DETAILS E3-1 LIGHTING FIXTURE SCHEDULES E3-2 TITLE 24- INTERIOR E3-3 TITLE 24- EXTERIOR E3-4 DISTRIBUTED LIGHTING CONTROL SYSTEM E3-5 LIGHTING CONTROL SPECIFICATIONS E4-1 ELECTRICAL DETAILS E5-1 ELECTRICAL SPECIFICATIONS E5-2 ELECTRICAL SPECIFICATIONS FA0-0 FIRE ALARM SPECIFICATIONS FA1-1 FIRE ALARM PLAN T-4 CODE ANALYSIS A1-2 BUILDING SECTIONS & DETAILS C010 GENERAL NOTES C020 OVERALL SITE PLAN DEFERRED SUBMITTALS 1.FIRE ALARMS 2.FIRE SPRINKLERS SHEET INDEX, GENERAL NOTES, & ABBREVIATIONS T-2 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-27 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA 1 05/30/2025 Revision #01 1 Revision to 1011166274 & 20180981 (issued on 1/3/24) Rev 1 - Bldg #101124047 Rev 1 - Elect #20186080 APPROVALS: PLNG - C. Santana BLDG - W. Lee ELECT - M. Smith 20 ' - 0 " 20'-0" 20'-1" 20 ' - 0 " 20 ' - 0 " 20'-0" 20'-0" 20 ' - 0 " (E) GYM BLDG E-OCCUPANCY NON-SPRINKLERED TYPE V-B CONCESSION ROD DEDEAUX STADIUM DANCE STUDIO E (ASSEMBLY) OCCUPANCY NON-SPRINKLERED TYPE V-B 2,000 SF BRISTOL STREET (E) CLASSROOM BLDG E-OCCUPANCY NON-SPRINKERED TYPE V-B (E) STORAGE BLDG S-1-OCCUPANCY NON-SPRINKLERED TYPE V-B 10'-0"10'-1" CODE ANALYSIS T-4 ENLARGED SITE PLAN SCALE: 1"=10'-0"1 0 20'40'80' NO R T H 1 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-27 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA CONSTRUCTION TYPE:TYPE V-B ZONE:O (OPEN SPACE LAND) FIRE SPRINKLERS:NON-SPRINKLERED BUILDING USE:DANCE STUDIO - EDUCATIONAL (ASSEMBLY) OCCUPANCY GROUP:E/S (NON-SEPARATED OCCUPANCIES) ALLOWABLE FLOOR AREA: E OCCUPANCY 9,500 SF S-1 OCCUPANCY 9,000 SF (CONTROLLING CRITERIA) PROJECT FLOOR AREA: (N)DANCE STUDIO 2,000 SF (E)STORAGE 708 SF (E)CLASSROOM 1,437 SF TOTAL = 4,145 SF ALLOWABLE BUILDING HEIGHT:40'-0" PROJECT BUILDING HEIGHT:27'-2" OCCUPANT LOAD OCCUPANT LOAD FACTORAREA EDUCATIONAL 2,000 1 PER 20 SF 99 BUILDING TOTAL:99 MAX. EXITS REQUIRED:2 EXITS PROVIDED:2 USE ALLOWABLE FLOOR AREA CALCULATIONS OCCUPANT LOAD CALCULATIONS 25 NUMBER OF OCCUPANTS EXITING 2,000 SF 20 99 OCCUPANT LOAD FACTOR AREA NUMBER OF OCCUPANTS OCCUPANT LOAD SYMBOL OCCUPANCY CLASSIFICATION:E-OCCUPANCY TABLE 'A' DANCE STUDIO 99 AREA TYPE OCCUPANT LOADAREA (SF)FACTOR LOAD 2,000 1:20 DOOR 101A: 34" / 0.2 = 170 REQUIRED EXIT WIDTH: 99 X 0.2 = 19.8 INCHES PROVIDED EXIT WIDTH: 136 INCHES DOOR 101E: 34" / 0.2 = 170 BUILDING DATA STREET ADDRESS: 1202 W EDINGER AVE. SANTA ANA, CA 92707 PARCEL NUMBER:013-040-29 BUILDING USE: E-A OCCUPANCY BUILDING HEIGHT: 27'-2" CONSTRUCTION TYPE:TYPE V-B, NON-RATED (NON-SPRINKLERED) ROOF TYPE:PBR, 26 GAUGE NO. OF STORIES 1 DESCRIPTION OF USE THIS PROJECT SCOPE INCLUDES THE FOLLOWING: 1.CONSTRUCTION OF A 2,000 SQUARE FOOT, 1 STORY TEMPORARY METAL STRUCTURE--NO MORE THAN 5 YEARS. STRUCTURE WILL BE USED FOR ADDITIONAL SCHOOL FUNCTIONS/SERVICES INCLUDING BUT NOT LIMITED TO ARTS PROGRAMS SUCH AS MUSIC, CHEER/DANCE, ETC. BUILDING AREA DANCE STUDIO 2,000 SF 49 50 DOOR WIDTH CALCULATIONS LEGEND 2,000 SF 20 99 ASSUMED PROPERTY LINE PER CBC CHAPTER 3 DOOR 101E DISTRIBUTION OF EGRESS CAPACITY: 49 EGRESS EXIT ACCESS REQUIRED WIDTH: 49 X 0.2" = 9.8" PROVIDED WIDTH: 34" DOOR 101A DISTRIBUTION OF EGRESS CAPACITY: 50 EGRESS EXIT ACCESS REQUIRED WIDTH: 50 X 0.2" = 10" PROVIDED WIDTH: 34" 34" DOOR WIDTH CALCULATIONS PER CBC CH. 10, SECTION 1010.1.1 EXISTING SITE ENTRY POINT (ELECTRONIC SLIDING GATE) 1 05/30/2025 Revision #01 1 1 1 ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P ST O P STOP PO M O N A S T R E E T ST A N F O R D S T R E E T PO M O N A S T R E E T ST A N F O R D S T R E E T (4) VAN+(17) ACCESSIBLE +(985) STANDARD = 1,006 SPACES 21,320 SF SH A M R O C K P L A Z A HE I S M A N L A N E W S t . A N D R E W P l (E) CHAPEL EXISTING PARKING STRUCTURE (E) STUDENT SERVICES (LE VECKE CENTER) W E D I N G E R A V E . W S t . A N D R E W P l (E) ATHLETIC COMPLEX (MERUELO ATHLETIC CENTER) FUTURE CENTER FOR ARTS & INNOVATION ROD DEDEAUX STADIUM FOOTBALL/ TRACK/ SOCCER/ LACROSSE STADIUM OUTDOOR SWIMMING POOL AQUATICS BLDG MAINTENANCE BLDG S BRISTOL ST. FIELD HOUSE CONCESSION (E) ACADEMIC SERVICES BUILDING S BAKER ST. GYMNASIUM BLDG MONARCH PAVILION PARKING LOT 8 STALLS 1 AS-2 (E) ACADEMIC SERVICES BLDG 300 (E) ACADEMIC SERVICES BLDG 500 (E) ACADEMIC SERVICES BLDG 600 (E) ACADEMIC SERVICES BLDG 200 (E) BLDG 100 (E) PARKING (E) PARKING 50 ' - 0 " 50'-0" 170'-3" DANCE STUDIO E (ASSEMBLY) NON-SPRINKLERED TYPE V-B 2,000 SF (E) CLASSROOM BLDG E-OCCUPANCY NON-SPRINKERED TYPE V-B (E) STORAGE BLDG S-1-OCCUPANCY NON-SPRINKLERED TYPE V-B 2.0% MAX. SLOPE TYP. 42'-0" 17 0 ' - 0 " 50'-0" 36 ' - 0 " 2.0% MAX. SLOPE TYP. 2.0% MAX. SLOPE TYP. 11 0 ' - 0 " 25 ' - 0 " 38'-0" 28 - 0 " OVERALL CAMPUS SITE PLAN 0AS-1 OVERALL CAMPUS SITE PLAN SCALE: 1"=40'-0"1 0 20'40'80' NO R T H 1 15 ' - 0 " B U I L D I N G S E T B A C K 15'-0" BUILDING SET BACK ALIGN THE FACE OF NEW DANCE BUILDING AND THE FACE OF THE EXISTING MONARCH PAVILION file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-27 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA LEGEND EXISTING FIRE HYDRANT NOTE:THE PATH OF TRAVEL (P.O.T.) AS INDICATED IS A COMMON BARRIER FREE ACCESS ROUTE AT LEAST 48" WIDE WITHOUT ANY ABRUPT VERTICAL CHANGES EXCEEDING 1 2" BEVELED AT 1:2 MAXIMUM SLOPE OR VERTICAL LEVEL CHANGES, EXCEPT THAT LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL. THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. PASSING SPACES AT LEAST 60"X60" ARE LOCATED NOT MORE THAN 200' APART. CONTINUOUS GRADIENT HAVE 60" LEVEL AREAS NOT MORE THAN 400' APART. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED AS A RAMP. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM,AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL OR EDGE AND 27" ABOVE FINISH GRADE. ARCHITECT SHALL VERIFY THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE POT IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT. ACCESSIBLE PATH OF TRAVEL PROPERTY LINE (E) CHAIN LINK FENCE KEYNOTES 1 (E) TRASH COMPACTOR 1 BUILDING USE CONSTRUCTION HEIGHT SQUARE FT.BASIC ALLOWABLE SQUARE FT. SPRINKLERED FOR AREA INCREASE SQUARE FT. TOTAL ALLOWABLE AREA SQUARE FT. 100 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'28,915 9,500 + 9,500*3 =38,000 COMPLIES 200 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'20,275 9,500 + 9,500*3 =38,000 COMPLIES 300 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'11,724 9,500 + 9,500*3 =38,000 COMPLIES 400_ACADEMICS/ SCIENCE (EXISTING)CLASSROOM, LIBRARY, E-1 TYPE II-1 HR 44'53,426 26,500 + 26,500*2 =79,500 COMPLIES 500 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'9,525 9,500 + 9,500*3 =38,000 COMPLIES 600 (EXISITNG)CLASSROOM, LIBRARY, E-1 TYPE V-B 16'8,200 9,500 + 9,500*3 =38,000 COMPLIES CHAPEL (EXISTING)ASSEMBLY, A-3 TYPE V-B 16'5,000 5,000 + 6,000*3 =24,000 COMPLIES STUDENT SERVICES (EXISTING)MULTI-PURPOSE ROOM, A-2 TYPE II-1 HR 24'13,681 15,500 + 15,500*3 =62,000 COMPLIES ATHLETIC CENTER (EXISTING)SPORTS ACTIVITIES, A-2 TYPE II-N 50'8,624 9,500 + 9,500*2 =28,500 COMPLIES A-3 36,628 9,500 + 9,500*2 + 9,500(1.5) OPEN YARD INCREASE MULTI-STORY INCREASE =29,688/ FLR COMPLIES B 7,469 23,000 + 23,000*2 =69,000 COMPLIES FIELD HOUSE (EXISTING)RECREATION, A3 TYPE II-1 HR 16'-10"1,182 9,500 + 9,500*3 =38,000 COMPLIES MAINTENANCE BUILDING (EXISTING)STORAGE, SHOP, OFFICE, S-1, ?-3, B TYPE III-N 21'-4"2,879 9,000 + 9,000*3 =36,000 COMPLIES AQUATICS BUILDING (EXISTING)CLASSROOM, E-1 TYPE II-1 HR 32'3,807 26,500 + 26,500*2 =79,500 COMPLIES DANCE STUDIO (EXISTING)CLASSROOM, E TYPE I-B 27'-2"2,000 UNLIMITED =2,000 COMPLIES TOTAL 213,335 BUILDING AREA TABULATION AND DESCRIPTION LEGAL DESCRIPTION ASSESSORS PARCEL NO.:013-040-29 IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, BEING THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 24, TOWNSHIP 5 SOUTH, RANGE 10 WEST, SAN BERNARDINO MERIDIAN, IN THE LAND ALLOTTED TO F.W. KOLL IN DECREE OF PARTITION OF THE RANCHO SANTIAGO DE SANTA ANA, RECORDED IN BOOK B OF JUDGEMENTS OF THE 17TH JUDICIAL DISTRICT COURT OF LOS ANGELES COUNTY, CALIFORNIA PROJECT INFORMATION 2 (E) EV CHARGING STATIONS 2 2 2 2 3 (E) HI-LO DRINKING FOUNTAIN, SEE 16/A11.01 4 (E) BOYS RESTROOM, SEE 17/A11.01 5 (E) GIRLS RESTROOM, SEE 17/A11.01 6 (E) GENDER NEUTRAL RESTROOM 391 6 2 383 EXISTING PARKING TOTAL NUMBER OF PARKING SPACES NUMBER OF STANDARD SPACES NUMBER OF VAN ACCESSIBLE SPACES NUMBER OF STANDARD ACCESSIBLE SPACES 7 (E) PHOTOVOLTAIC ABOVE PARKING 7 7 PATH OF TRAVEL REQUIREMENT PATH OF TRAVEL TO TRASH COMPACTOR NOT REQUIRED AS PER 11B-206.2.2. SCHOOL IS SERVED BY A TRASH COMPACTOR LOADED AND OPERATED BY AUTHORIZED PERSONNEL ONLY--NO PUBLIC ACCESS. SEE KEYNOTE #1. 8 (E) SLIDING GATE 9 AREA OF SAFE DISPERSAL 7 PATH OF TRAVEL TO SAFE DISPERSAL AREA SAFE DISPERSAL AREA BUILDING MAXIMUM OCCUPANT LOAD BLDG 100 = 1,446 BLDG 200 = 1,014 BLDG 300 = 587 BLDG 400 = 2,672 BLDG 500 = 477 BLDG 600 = 410 ATHLETIC COMPLEX = 4,865 CHAPEL = 250 STUDENT SERVICES = 1,544 GYM BLDG = 1,066 TOTAL:14,331 OCCUPANTS 14,331 OCCUPANTS / 5 SF PER OCCUPANT = 2,866 SF SAFE DISPERSAL AREA AREA OF SAFE DISPERSAL 10 (E) PROPERTY ADDRESS MONUMENT 10 9 4 5 3 TOTAL TRAVEL DISTANCE TO PLUMBING FACILITIES: 491'-0" FROM DANCE STUDIO <500'-0" PER CPC 422.4 11 ACCESSIBLE ENTRANCE 11 ACCESSIBLE PATH OF TRAVEL NOTE: ACCESSIBLE ROUTES FROM DANCE STUDIO TO THE EXISTING ACCESSIBLE RESTROOMS HAVE BEEN VERIFIED TO FULLY COMPLY WITH CBC 11B-402 INCLUDING SLOPE, CROSS-SLOPE, AND WIDTH. ACCESSIBILE RESTROOM COMPLIANCE NOTE THE EXISTING ACCESSIBLE RESTROOMS (17/11.01) HAVE BEEN VERIFIED TO BE IN COMPLIANCE WITH 2022 CBC CHAPTER 11B. 1 05/30/2025 Revision #01 1 1 A1-1 20 ' - 0 " 20'-0" 20'-1" 20 ' - 0 " 20 ' - 0 " 20'-0" 20'-0" 20 ' - 0 " (E) GYM BLDG E-OCCUPANCY NON-SPRINKLERED TYPE V-B (E) CLASSROOM E-OCCUPANCY NON-SPRINKERED TYPE V-B CONCESSION ROD DEDEAUX STADIUM DANCE STUDIO E (ASSEMBLY) OCCUPANCY NON-SPRINKLERED TYPE V-B 2,000 SF (E) STORAGE BLDG S-1-OCCUPANCY NON-SPRINKLERED TYPE V-B BRISTOL STREET 10'-0"10'-1" 5' - 1 " 5' - 1 " 34'-5" 40'-6" 0'-6" TYP. 0'-6" TYP. ENLARGED SITE PLAN 0AS-2 ENLARGED SITE PLAN SCALE: 1"=10'-0"1 0 20'40'80' NO R T H 1 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-27 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA NOTE: ARCHITECT HAS CONFIRMED THAT THE GRADES IN THIS AREA ARE COMPLIANT. KEYNOTES 1 ASSUMED PROPERTY LINE GENERAL SITE PLAN NOTES 1.LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWING DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 2.VERIFY ALL EXISTING AND FINISH GRADES, DIMENSIONS AND SITE CONDITIONS BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3.REFER TO CIVIL AND UTILITY PLANS FOR ADDITIONAL DEMOLITION WORK AND COORDINATION FOR TERMINATION POINTS OF UTILITIES. 4."RIGHTS OF THE DISABLED": SUBJECT TO COMPLIANCE WITH ALL APPLICABLE GOVERNMENTAL REQUIREMENTS, EACH OWNER MAY MODIFY HIS LOT OR CAMPUS AND THE ROUTE OF TRAVEL OVER THE ASSOCIATION PROPERTY LEADING TO THE DOOR OF THE FACILITY, AT THEIR SOLE EXPENSE TO FACILITATE ACCESS TO THE VISUALLY IMPAIRED, DEAF, PHYSICALLY DISABLED, OR TO ALTER CONDITIONS WHICH COULD BE HAZARDOUS TO SUCH PERSONS, IN ACCORDANCE WITH CALIFORNIA BUILDING CODE AND CALIFORNIA CIVIL CODE SECTION 1360 OR ANY OTHER APPLICABLE LAW. 1 2 ASPHALT PAVING 2 2 1 05/30/2025 Revision #01 1 1 3A - SOUTH ELEVATION3B - NORTH ELEVATION3C - WEST ELEVATION 1 TYP. 10 ' - 0 " 10'-0" 7' - 0 " 3'-0" TYPE B TYPE A DANCE STUDIO AREA : 2,000 SF 3A A1-1 3C A1-1 3B A1-1 40'-0" 13'-0"14'-0"13'-0" 50 ' - 0 " 25 ' - 0 " 25 ' - 0 " 101E 101C 101B 101 2'-0"2'-0"10'-0" 2'-0"10'-0"2'-0" 2 5 20B A1-2 7 20A A1-2 25 " (5 " M I N ) 6 2'-0" TYP. 8 A1-2 8 7 7 7 1 4 9 25 " (5 " M I N ) 101A 1 4 9 6 P.H. P.H. 7 7 3 3 46 ' - 0 " 1'-11 2" 2' - 0 " 1 40'-0" 14'-0" 50 ' - 0 " 25 ' - 0 " 25 ' - 0 " 13'-0"13'-0" 7' - 0 " 12 ' - 0 " 12 ' - 0 " 12 ' - 0 " EM EM EM 7'-0"13'-0"13'-0" 2 22 2 6' - 0 " 6' - 0 " file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-27 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA PLANS / ELEVATIONS & DOOR SCHEDULE A1-1 NUMBER TYPE WIDTH HEIGHT THK MATL FIN MATL DOOR FRAME HO U R S NO . HD W S E T LA B E L REMARKS FIN 101C 101A A B 7'-0"3'-0" 10'-0"10'-0" -1 -MTL.FF FFMTL.- 101B QTY.ITEMS MANUFAC.MODEL FINISH US26D REMARKS US26D B 10'-0"10'-0"-MTL.FF FFMTL.- - - MTL.FF FFMTL.- PANIC HARDWARE W/ LEVER SET HINGES CLOSER W/ DOOR STOP FLOOR STOP VON DUPRIN HAGER LCN IVES BB1279 4041AL W/62PA 436 (INTERIOR DOME)US26D US26D SET #1 SET # CEILING PLAN KEYNOTES 1 DOOR NOTES DOOR SCHEDULE HARDWARE SCHEDULE DOOR TYPES ELEVATION KEYNOTES DANCE STUDIO - REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 2 DANCE STUDIO - FLOOR PLAN SCALE: 1/8" = 1'-0" 1 DANCE STUDIO - BUILDING ELEVATIONS SCALE: 1/8" = 1'-0" 3 101E A 7'-0"3'-0"1-MTL.FF FFMTL. DOORS SHALL BE 1-3/4" THICK, UNLESS NOTED OTHERWISE. LOUVERS IN EXTERIOR DOORS SHALL BE VANDAL-PROOF, SECURITY TYPE. ALL DOORS IN BUILDINGS, INCLUDING, BUT NOT LIMITED TO DOORS OF TOILETS AND STORAGE ROOMS, SHALL CONFORM WITH THE REQUIREMENTS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE: EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 11B-309.4 OPERATION. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. DEAD BOLTS ARE NOT PERMITTED UNLESS OPERABLE WITH A SINGLE EFFORT LEVER TYPE HARDWARE ALL ROOMS SERVING AN OCCUPANCY LOAD OF 50 OR GREATER AND DOORS LOCATED ON THE DISCHARGE OF EXIT CORRIDORS ARE REQUIRED TO BE PROVIDED WITH PANIC HARDWARE (C.B.C. 1010.1.10) ALL FIRE DOOR LABELS SHALL COMPLY WITH C.B.C. 716.5.7 1. 2. 3. SEE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE INDEX AND DOOR HARDWARE SETS EXTERIOR HOLLOW METAL DOORS SHALL BE 16 GAGE MINIMUM. VERIFY ROOM NAME AND NUMBER WITH SCHOOL PRIOR TO SIGNAGE FABRICATION. REFER TO SCHEDULE FOR DOOR TYPES 5. 6. 7. 8. FLOOR PLAN KEYNOTES TACTILE EXIT SIGN, SEE1 PENDANT MOUNTED LED JCBL 9000LM DALR MVOLT GZ10 40K SC6W DWHXD MANUFACTURER:LITHONIA LIGHTING, REFER TO LIGHTING PLAN 1/E1-1 PENDANT MOUNTED LED WITH BATTERY JCBL 9000LM DALR MVOLT GZ10 40K SC6W E10WCP DWHXD MANUFACTURER:LITHONIA LIGHTING, REFER TO LIGHTING PLAN 1/E1-1 ABOVE DOOR BARNGUARD LED SECURITY LIGHT W/ BATTERY BACKUP MANUFACTURER:LITHONIA LIGHTING, REFER TO LIGHTING PLAN 1/E1-1 GREEN LED SURFACE MOUNT EXIT SIGN W/ BATTERY BACKUP EXRG EL M6 GC TO PROVIDE PROPER MOUNTING ACCESSORIES MANUFACTURER:LITHONIA LIGHTING, REFER TO LIGHTING PLAN 1/E1-1 RADIANT HEATER 4500 W MARINE SERIES MANUFACTURER: BROMIC HEATING, REFER TO MECHANICAL FLOOR PLAN M1-1 EM CEILING PLAN LEGEND METAL PANELS1 FSD:10'-0" TOTAL AREA:933 SF TOTAL OPENING:121 SF (13%) ALLOWABLE AREA:15% 12" DIAMETER AVD3 FAN BY MACROAIR VINYL FINISH FLOORING ON BATTEN SUBFLOOR OVER CONC. SLAB2 CONCRETE PAD REFER TO GRADING PLANS3 NO R T H NO R T H 1/8":1'-0" 0 20'10'5'2.5' 1/8":1'-0" 0 20'10'5'2.5' 2 RADIANT HEATER, ATTACH TO UNDERSIDE OF ROOF FRAMING # NUMBER OF OCCUPANTS EXITING 4 TACTILE ROOM SIGN, SEE 5 19 11.01 MAXIMUM OCCUPANCY SIGN, SEE 18 11.01 14 11.01 OCCUPANCY CLASSIFICATION:E - OCCUPNACY TABLE 'A' DANCE STUDIO 99 AREA TYPE OCCUPANT LOADAREA (SF)FACTOR LOAD 2000 1:20 DANCE STUDIO BUILDING 49 FLOOR PLAN LEGEND PANIC HARDWAREP.H. 000 DOOR NUMBER ELEVATION DATUM 000 KEYNOTE SYMBOL PANIC HARDWARE PANIC HARDWARE 6 FIRE EXTINGUISHER 7 DOWNSPOUT SHEET C300 SHEET NOTES 1.REFER TO SHEET T-2 FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS AND DRAFTING SYMBOLS. 2.REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING LIGHTING FIXTURES AND POWER REQUIREMENTS.SHEET E1-1 SHEET E1-2 2 A1-2TD90 D4 5 A1-2 8 INTERIOR METAL STUD PARTITION, SEE 8 A1-2 OCCUPANT LOAD NOTE: THE USE OF THIS BUILDING IS A DANCE STUDIO WHICH IS A PRACTICE FACILITY FOR STUDENTS ON THE CAMPUS DANCE TEAM ONLY. THIS BUILDING WILL NOT BE USED FOR ANY OUTSIDE FUNCTIONS OR ORGANIZATIONS. THEREFORE, THERE IS NO ADDITIONAL OCCUPANT LOAD BEING INTRODUCED INTO THE CAMPUS THAT WOULD IMPACT THE EXISTING FIXTURE COUNTS WITHIN THE CAMPUS. PLUMBING FIXTURE CALCULATION - DANCE STUDIO TOTAL AREA (SF) OCCUPANCY TYPE OCCUPANT LOAD FACTOR TOTAL OCCUPANT LOAD 1/2 OF OCCUPANT LOAD WATER CLOSET URINALS DRINKING FOUNTAIN LAVATORIES MALE FEMALE MALE FEMALE E-OCCUPANCY 2,000 S.F. REFER TO 17/A11.01 FOR PLAN OF EXISTING PLUMBING FACILITIES AND 16/A11.01 FOR EXISTING DRINKING FOUNTAIN THAT SERVE THE DANCE STUDIO. 9 DOOR THRESHOLD, SEE 17 A1-2 1:20 99 33 2 5 3 2 2 1 PLUMBING FIXTURE REQUIREMENTS PER CPC TABLE 422.1 1 05/30/2025 Revision #01 50 1111 1 1 1 TYPICAL FLOORING DETAIL SCALE: 1 1/2" = 1'-0"5 T.O. SLAB VINYL PERFORMANCE SURFACE OVER WOOD BATTEN FLOOR SYSTEM BY HARLEQUIN FLOORING 2 S-1 SIDEWALL SHEETING CONCRETE SLAB FOUNDATION PER 10 A1-2 1/2" EXPANSION SPACE AS REQUIRED PER MANUFACTURER Layer 3 Layer 4 Layer 5 Layer 6 3/4" Harlequin Batten 3/4" Harlequin Batten 1/2" Flooring Grade Plywood 3/8" Suspension Panel Layer 2 3/4" Harlequin Batten Layer 7 1/8" Vinyl Top Surface Layer 1 3/8" Elastomer Base Pad WOODSPRING FLOOR LAYOUT SCALE: NTS 10 BUILDING SECTIONS SCALE: 1/8" = 1'0" 20 3 S-1 VINYL TOP SURFACE OVER WOOD BATTEN SUB-FLOOR OVER CONCRETE SLAB 20B - TRANVERSE BUILDING SECTION 20A - LONGITUDINAL BUILDING SECTION 20 ' - 0 " 7' - 4 " CONCRETE PAD, REFER TO GRADING PLANS SHEET C300 6' - 4 " 6' - 4 " 27 ' - 2 " O V E R A L L B U I L D I N G H E I G H T ROOF FRAMING, REFER TO MANUFACTURER DRAWINGS SHEET E1 RIGID FRAME, REFER TO MANUFACTURER DRAWINGS SHEET E3 5 A1-2 CONCRETE AT PERIMETERS--ALIGN WITH FINISH DANCE FLOOR ELEVATION INTERIOR PARTITION WALL, SEE 8 A1-2 7' - 0 " 5 A1-2 VINYL PERFORMANCE SURFACE OVER WOOD BATTEN FLOOR SYSTEM 2 S-1 CONCRETE FOUNDATION SLAB 6" RUBBER BASE 800T150-43 CONT. BOTTOM TRACK 800T150-43 CONT. TOP TRACK #10 SMS EACH SIDE @ EACH STUD, TYP. TOP AND BOTTOM TRACKS EXTERIOR WALL PER MANUFACTURER INTERIOR PARTITION - SECTION SCALE: 1" = 1'-0" 18 5/8" GYP. BOARD MIRROR SIMPSON RCKW7.5 W/ (6) #12 SMS ATTACHED TO STUD & 1/2" DIA. TITEN HD ANCHOR BOLT TO CONCRETE NOMINAL 3-3/4" EMBED PER ICC ESR 2713 800S162-43 STUD @ 16" O.C. CONTINUOUS TRACK BACKING @ TOP AND BOTTOM 3 A1-2 12 A1-2 48 " M A X . A . F . F . T O T O P O F F I R E E X T I N G U I S H E R FIRE EXTINGUISHER BRACKET (2) #12 SMS MIN. PER BRACKET WALL MOUNTED FIRE EXTINGUISHER 2 SCALE: 3" = 1'-0" FIRE EXTINGUISHER, 30 LBS MAX. 2-1/2" X 16 GA. 250CT-43 C-T STUD @ 16" O.C. PER ICC ESR 5050 INTERIOR PARTITION - ELEVATION SCALE: 3/8" = 1'-0" 8 FINISH FLOOR 7' - 0 " 18 A1-2 INTERIOR METAL STUD PARTITION WALL MIRROR 72"H X 1-1/4"D - (TYP OF 12) 6" 6" DOOR IN BACKGROUND 46'-0" (12 EQUAL WIDTH MIRRORS) 11 4" MIN. SECTION ELEVATION NOTE: DO NOT CUT WALL STUDS 6" (MIN.) x 14 GA. UNPUNCHED TRACK SSMA 600T 125-54 6" (MIN.) x 14 GA. CONT. UNPUNCHED TRACK BEHIND CABINET, CUT AND NOTCH TRACK FLANGES @ EACH STUD. CONNECT TO EACH STUD W/3 - #10-18 SELF-TAPPING SCREWS8" X 18" GA. 800S162-43 METAL STUDS @ 16" O.C., U.N.O WALL BACKING DETAIL SCALE: NTS 3 MIRROR ATTACHMENT 12 SCALE: HALF MIRROR 6" + / - CONTINUOUS TRACK BACKING @ TOP AND BOTTOM 3 A1-2 #12 SELF TAPPING SCREWS (2 SCREWS INTO MIRROR AND 2 SCREWS INTO WALL BACKING) WALL MOUNTED BRACKET, TOP AND BOTTOM 1'-0" 8"2" 61 4" EXTERIOR PAVING FRAME F. O . C . F. O . C . 2" VAPOR BARRIER SECURE TO FOUNDATION SLAB W/ 1/4" DIA. HILTI KH-EZ @ 12" O.C. W/ 1-1/2" NOM. EMBED PER ICC ESR 3027 FINISH FLOOR (DO NOT ATTACH TO WOOD FLOORING) ALUMINUM THRESHOLD PER MANUFACT. DOOR DOOR THRESHOLD 17 SCALE: 1-1/2" = 1'-0" VINYL FINISH OVER WOODSPRING FLOORING 5 A1-2 1 2" 1 4" 1 4" 1 MAX. 2 BUIDING SECTIONS & DETAILS A1-2 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O HUNG L . CHENG REN. 4 -30-27 NO. C-34187 LICENSED ARCHITECT STATE OF CA L IFORNIA 1 05/30/2025 Revision #01 1 1 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O Know what's before you dig. below.Call 811 R ITC F AT OE RNOVILI C A L IF O Ahmed Zuwawa RP SIGER ET S RED I EEN GNE R A L E OISSF AN RCE NO. 92059 05/30/2025 Revision #01 ON-SITE IMPROVEMENT PLANS FOR MATER DEI DANCE STUDIO 1202 W EDINGER AVENUE SANTA ANA, CA 92707 NORTH PROJECT TEAM BASIS OF BEARING SITE INFORMATION ABBREVIATIONS GB R >>>> LEGEND Z Z Z COVER SHEET C000 ESTIMATED EARTHWORK QUANTITIES BENCHMARK NOTE UTILITY PURVEYORS file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O Know what's before you dig. below.Call 811 R ITC F AT OE RNOVILI C A L IF O Ahmed Zuwawa RP SIGER ET S RED I EEN GNE R A L E OISSF AN RCE NO. 92059 05/30/2025 Revision #01 GENERAL CONSTRUCTION NOTES PAVING, GRADING AND DRAINAGE NOTES DEMOLITION NOTES MAINTENANCE RECORD DRAWINGS BUILDING AND SAFETY DIVISION NOTES PROJECT CLOSEOUT DESIGN ENGINEER'S NOTES “” “” ” “ “” GENERAL NOTES C010 CITY OF SANTA ANA GENERAL GRADING NOTES ’ ·”” ·”” ·”” ·” ” ·” ” ” ” “” ” CITY OF SANTA ANA EROSION AND SEDIMENT CONTROL GENERAL NOTES ’ BRISTOL ST. ED I N G E R A V E MONARCH WAY |||| 96 ' 20' file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O Know what's before you dig. below.Call 811 R ITC F AT OE RNOVILI C A L IF O Ahmed Zuwawa RP SIGER ET S RED I EEN GNE R A L E OISSF AN RCE NO. 92059 05/30/2025 Revision #01 C020 OVERALL SITE PLAN NORTH |||||| || || || || || || || |||||| || || || || || || X X X X X X X X X X X X X X X XXXXX X X X X X X X X X X X 00000000000000000000000000000000000000000000000 0000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 58 59 PROPOSED DANCE STUDIO file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O Know what's before you dig. below.Call 811 R ITC F AT OE RNOVILI C A L IF O Ahmed Zuwawa RP SIGER ET S RED I EEN GNE R A L E OISSF AN RCE NO. 92059 05/30/2025 Revision #01 NO R T H EROSION CONTROL PLAN C100 GENERAL EROSION CONTROL NOTES MAINTENANCE NOTES BMP NOTES 0000000000 EROSION CONTROL NOTES X LEGEND 2CONSTRUCTION FENCE DETAIL 1WEIGHTED WATTLE DETAIL 3TIRE WASH RACK |||||| || || || || || || || |||||| || || || || || || N: 2211517.04 E: 6064684.08 FFE = 59.04 PE = 58.37 PROPOSED DANCE STUDIO N: 2211518.32 E: 6064634.09 N: 2211477.05 E: 6064683.02 N: 2211478.33 E: 6064633.04 Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z ZZZZZZZZZ (E) BUILDING TO REMAIN (E) PORTABLE TO REMAIN (E) TENT TO REMAIN file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O Know what's before you dig. below.Call 811 R ITC F AT OE RNOVILI C A L IF O Ahmed Zuwawa RP SIGER ET S RED I EEN GNE R A L E OISSF AN RCE NO. 92059 05/30/2025 Revision #01 LEGEND C200 SITE IMPROVEMENT PLAN PAVEMENT LEGEND NO R T H GENERAL DEMOLITION NOTES DEMOLITION NOTES || PROTECTION NOTES SITE IMPROVEMENT NOTES SITE IMPROVEMENT PLANDEMOLITION PLAN NO R T H NO R T H Z Z Z GEOTECHNICAL NOTE 58 . 0 9 58 . 1 9 58 . 0 8 57 . 9 5 58 . 1 8 58 . 1 9 58 . 0 9 58 . 1 2 58 . 2 6 58 . 4 1 58 . 2 3 59 . 4 4 59 . 1 3 59 . 1 5 59 . 4 3 59 . 4 6 59 . 4 5 59 . 1 2 59 . 1 1 59 . 1 8 59 . 2 0 59 . 1 5 58 . 3 1 58 . 2 9 58 . 2 8 58 . 3 0 58 . 4 5 58 . 5 1 58 . 5 8 58 . 7 8 58 . 6 5 58 . 9 8 59 . 2 3 59 . 3 1 59 . 2 8 59 . 2 6 59 . 2 5 59 . 3 7 59 . 4 2 59 . 3 0 59 . 2 9 59 . 5 8 59 . 8 9 59 . 8 7 59 . 5 3 59 . 6 0 59 . 5 2 59 . 3 6 59 . 4 4 59 . 3 8 59 . 5 4 59 . 3 0 58 . 3 1 58 . 0 0 58 . 0 8 58 . 4 8 58 . 2 2 58 . 3 0 58 . 1 6 58 . 2 2 58 . 2 1 58 . 2 4 58 . 3 2 58 . 2 6 58 . 4 0 58 . 4 3 58 . 2 8 58 . 2 7 58 . 2 8 58 . 4 2 58 . 4 8 58 . 4 0 58 . 3 6 58 . 5 4 58 . 5 6 58 . 6 2 58 . 6 6 58 . 4 5 58 . 4 0 58 . 3 8 58 . 3 7 58 . 2 9 58 . 4 5 58 . 4 9 58 . 2 4 58 . 3 5 58 . 1 4 58 . 2 7 58 . 0 6 58 . 2 2 58 . 0 8 58 . 1 5 58 . 0 7 57 . 9 3 57 . 8 7 57 . 6 5 57 . 7 8 57 . 6 4 57 . 5 6 57 . 6 0 57 . 3 9 57 . 4 1 57 . 3 9 57 . 4 6 57 . 4 8 57 . 5 0 57 . 6 5 57 . 8 2 57 . 7 7 57 . 8 7 57 . 5 9 57 . 6 2 57 . 2 4 57 . 2 9 58 . 0 1 57 . 8 8 58 . 1 3 58 . 1 2 58 . 2 1 58 . 2 2 58 . 2 8 58 . 2 8 58 . 2 9 58 . 3 3 58 . 3 8 58 . 3 7 58 . 4 8 58 . 4 9 58 . 5 4 58 . 5 9 58 . 6 3 58 . 6 4 58 . 7 0 58 . 6 1 58 . 5 2 58 . 5 3 58 . 4 9 58 . 6 8 58 . 7 4 58 . 6 0 58 . 5 7 58 . 6 0 58 . 6 0 58 . 4 2 58 . 4 0 59 . 0 0 58 . 8 9 58 . 3 7 58 . 2 2 58 . 3 6 58 . 4 1 58 . 7 6 58 . 9 2 58 . 3 6 58 . 6 7 58 . 4 4 58 . 2 2 58 . 2 3 58 . 1 4 58 . 0 9 57 . 9 6 57 . 8 8 58 . 1 6 58 . 2 0 58 . 3 7 58 . 7 3 58 . 6 2 58 . 3 6 58 . 4 3 58 . 2 7 58 . 6 2 58 . 4 9 58 . 2 0 58 . 2 6 58 . 6 2 58 . 2 0 57 . 5 8 57 . 5 6 57 . 5 5 57 . 5 9 57 . 5 2 57 . 6 6 57 . 7 2 57 . 7 7 57 . 7 5 57 . 8 0 57 . 8 4 58 . 0 6 57 . 8 4 57 . 8 9 58 . 1 6 57 . 9 4 58 . 1 9 58 . 0 9 58 . 0 5 58 . 0 0 57 . 7 9 57 . 9 5 58 . 6 6 58 . 6 8 58 . 6 4 58 . 6 4 58 . 6 3 58 . 4 6 58 . 4 2 58 . 4 6 58 . 4 2 58 . 1 8 58 . 2 8 58 . 3 0 58 . 3 2 58 . 4 4 58 . 4 6 58 . 5 2 58 . 5 9 58 . 6 5 58 . 7 0 58 . 6 9 58 . 6 2 58 . 5 8 58 . 7 0 58 . 8 6 58 . 8 0 58 . 9 7 58 . 9 2 59 . 5 8 59 . 5 5 59 . 5 0 59 . 1 1 59 . 1 5 59 . 2 1 58 . 9 8 58 . 7 8 58 . 7 9 58 . 8 1 58 . 6 8 58 . 7 7 59 . 6 3 59 . 5 4 59 . 5 6 59 . 0 6 59 . 1 2 59 . 2 2 58 . 8 8 58 . 8 2 58 . 8 6 58 . 8 0 58 . 7 4 58 . 4 9 58 . 3 4 58 . 2 7 58 . 4 8 58 . 3 8 58 . 3 4 58 . 2 4 58 . 1 9 58 . 2 6 58 . 3 3 58 . 3 7 58 . 4 7 58 . 5 7 58 . 6 4 59 . 2 2 58 . 9 2 58 . 9 1 58 . 6 4 58 . 9 2 58 . 9 1 58 . 6 8 58 . 6 5 58 . 8 6 58 . 7 4 |||||| || || || || || || || |||||| || || || || || || PROPOSED DANCE STUDIO FFE = 59.04 PE = 58.37 file name: drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 xx/xx/2023 © DA N C E S T U D I O Know what's before you dig. below.Call 811 R ITC F AT OE RNOVILI C A L IF O Ahmed Zuwawa RP SIGER ET S RED I EEN GNE R A L E OISSF AN RCE NO. 92059 05/30/2025 Revision #01 LEGEND C300 GRADING AND DRAINAGE PLAN NO R T H SECTION A SECTION B 1REINFORCED CONCRETE RETAINING CURB2PAVEMENT SECTIONS FUTURE CLASSROOM 3 FUTURE CLASSROOM 2 FUTURE CLASSROOM1/ ADMIN (4) VAN+(17) ACCESSIBLE +(985) STANDARD = 1,006 SPACES 21,320 SF SH A M R O C K P L A Z A HE I S M A N L A N E (E) CHAPEL EXISTING PARKING STRUCTURE (E) STUDENT SERVICES (LE VECKE CENTER) W E D I N G E R A V E . (E) ATHLETIC COMPLEX (MERUELO ATHLETIC CENTER) FUTURE CENTER FOR ARTS & INNOVATION ROD DEDEAUX STADIUM FOOTBALL/ TRACK/ SOCCER/ LACROSSE STADIUM OUTDOOR SWIMMING POOL AQUATICS BLDG MAINTENANCE BLDG S BRISTOL ST. FIELD HOUSE CONCESSION (E) ACADEMIC SERVICES BUILDING S BAKER ST. DANCE STUDIO 2,000 SF GYMNASIUM BLDG MONARCH PAVILION NEW PARKING LOT PARKING LOT 8 STALLS NEW PROPOSED BUS PARKING PROPOSED NEW DROP-OFF 56 PARKING STALLS 24 PARKING STALLS (1 ACCESSIBLE & 23 REGULAR) PROPOSED NEW DROP-OFF AREA NEW PARKING LOT PROPOSED NEW DROP-OFF AREA 1 E1-1 1 E1-2 T MSB3 EXISTING SWITCHBOARD 3000A 480/277V, 3Ø, 4W MSB2N EXISTING SWITCHBOARD 2000A 208/120V, 3Ø, 4W EXISTING SCE UTILITY CO. TRANSFORMER 2500KVA 12.47KV-480/277V, 3Ø, 4W T EXISTING TRANSFORMER "MSB2N-T" 500KVA - 480-208Y/120V, 3Ø, 4W DP1 1 FACPVECP 24 3 NEW FIRE ALARM VOICE EVACUATION PANEL EXISTING FIRE ALARM CONTROL PANEL4 5 EXISTING PANELBOARD 400A 208/120V, 3Ø, 4W 1 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger Revision #0105/30/20251 1" = 40'-0" SITE ELECTRICAL PLAN 1 SITE ELECTRICAL PLAN E0-1 ALL ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE WEATHERPROOF (NEMA #3R). 7.ALL CONDUIT ONLY SHALL BE PROVIDED WITH A NYLON PULL STRING. PLAN NOTES: SITE PLAN GENERAL NOTES: 3. 5. 6. 4. 2. 1. MINIMUM CONDUCTOR SIZE SHALL BE #10 AWG. - U.O.N. MINIMUM CONDUIT SIZE SHALL BE 3/4" - U.O.N. ALL SITE BRANCH CIRCUITS SHALL INCLUDE AN EQUIPMENT GROUND CONDUCTOR THAT, AT MINIMUM, MATCHES THE SIZE OF THE ASSOCIATED BRANCH CIRCUIT CONDUCTOR. WHERE MULTIPLE BRANCH CIRCUITS ARE ROUTED/GROUPED TOGETHER, THE EQUIPMENT GROUNDING CONDUCTOR SHALL MATCH THE SIZE OF THE LARGEST BRANCH CIRCUIT CONDUCTOR IN THE GROUP. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS, PIPING OR CONDUITS, ETC., AND TO PREVENT HAZARDS TO PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN AND INSTALLED BY ANY OTHER CONTRACTS. THE ENGINEER IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THESE DRAWINGS AND SPECIFICATIONS DO NOT INCLUDE THE NECESSARY ELEMENTS FOR CONSTRUCTION SAFETY. 8.SEE ARCHITECTURAL/LANDSCAPE ARCHITECTURAL PLANS FOR EXACT LOCATIONS OF FIXTURES, PULLBOXES, MANHOLES, OTHER ELECTRICAL DEVICES, ETC. COORDINATE ALL UNDERGROUND STRUCTURES AND CONDUIT ROUTING WITH LANDSCAPE ARCHITECT PRIOR TO ROUGH-IN TO ENSURE THAT SUCH ITEMS ARE NOT PLACED IN CRITICAL LANDSCAPE PLANTING/HARDSCAPE AREAS. CALL UNDERGROUND SERVICE ALERT (USA) AT 1 (800) 422-4133 OR APPLICABLE STATE AND LOCAL DIG SAFE OR UNDERGROUND ALERT HOTLINES PRIOR TO CONSTRUCTION START. PROVIDE 2' X 3' CONCRETE PULLBOX WITH BOLT-DOWN TRAFFIC-RATED COVER, ENGRAVED "POWER". UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 9. 1 PROVIDE 11" X 17" CONCRETE PULLBOX WITH BOLT-DOWN TRAFFIC-RATED COVER, ENGRAVED "FIRE ALARM". 2 EXISTING FIRE ALARM CONTROL PANEL TO REMAIN PROTECTED IN PLACE. VERIFY EXACT LOCATION IN FIELD. MODIFY EXISTING FIRE ALARM PANEL AS REQUIRED. PROVIDE ADDITIONAL HARDWARE, PROGRAMMING, CONNECTIONS, ETC. AS NEEDED FOR A COMPLETE AND OPERABLE SYSTEM. PROVIDE THE FOLLOWING SIGNAL SYSTEM CONDUITS WITH CONDUCTORS AS SPECIFIED: 2"C. FIRE ALARM 3 4 INTERCONNECT NEW FIRE ALARM VOICE EVACUATION PANEL TO EXISTING FIRE ALARM CONTROL PANEL ON CAMPUS FOR SYSTEM INTERFACE. LOCATE NEW PANEL ADJACENT TO EXISTING, VERIFY EXACT LOCATION IN FIELD. PROVIDE ALL NECESSARY RELAYS, MODULES, CABINETS, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. PER CFC 907.17, NFPA 10.4.1.2-10.4.1.2.2: "RE-ACCEPTANCE TESTING TO BE PERFORMED ON EXISTING PANEL TO VERIFY COMPLIANCE AND OPERATION". 5 1 1 (TYPICAL) 2 (TYPICAL) L L ab ab ab ab DP1-25,27 25a/25EB25a25a/25EB 25a 25a25a 27b 27b27b 27b 27b/27EB27b/27EB 27EB 25EB DP1-29 DP1-29 /29EB DP1-29 /29EB X(TYPICAL) 1 1 1 1 1 8. 7. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON THE ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO ORDERING EXIT SIGNS. LIGHTING PLAN GENERAL NOTES: PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY. 10. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. REFER TO GENERAL POWER PLAN NOTES AND COMMUNICATIONS PATHWAYS GENERAL NOTE FOR ADDITIONAL REQUIREMENTS WHEN POWER AND/OR DATA DEVICES ARE SHOWN ON THIS PLAN. 6. 5. ALL LINE VOLTAGE DIMMING BRANCH CIRCUITS SHALL BE PROVIDED WITH A DEDICATED NEUTRAL CONDUCTOR FOR EACH ZONE/CHANNEL. 4. 3. 2. 1.REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL DEVICES. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. VERIFY EXACT CEILING CONSTRUCTION WITH ARCHITECTURAL REFLECTED CEILING PLAN AND SPECS. PROVIDE LIGHTING FIXTURES WITH ALL NECESSARY MOUNTING HARDWARE. ALL RECESSED FIXTURES SHALL BE PROVIDED WITH ALL STRUCTURAL SUPPORTS AS REQUIRED BY THE IBC, OR CBC WHERE ADOPTED, IN ADDITION TO ANY LOCAL CODES. 9. a. b. c. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: ALL BRANCH CIRCUITS SHALL BE EMT. ALL BRANCH CIRCUITS SHALL BE ROUTED ORTHOGONALLY, NEATLY TRAINED, IN PARALLEL TO STRUCTURES OR DUCTWORK. THE TERM "TRAINED" MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. ALL BRANCH CIRCUITS, FIRE ALARM CIRCUITS, LIGHTING CONTROL CONDUCTORS, AND CONDUITS/SLEEVES FOR AV/TEL/DATA/SECURITY AND OTHER TECHNOLOGY SYSTEMS INFRASTRUCTURE SHALL BE ROUTED IN EMT WITHIN SUCH AREA. OPEN CONDUCTORS AND MC CABLES SHALL NOT BE UTILIZED IN THESE AREAS. ALL CONDUITS/SLEEVES IN THESE SPACES SHALL BE EXTENDED INTO/ABOVE CONCEALED ACCESSIBLE CEILING SPACES - TERMINATING A MINIMUM OF 5FT HORIZONTALLY FROM THE OPEN OR EXPOSED CEILING CONDITION. REVIEW PROPOSED ROUTING OF CONDUIT WITH ARCHITECT PRIOR TO INSTALLATION. VISUALLY OBJECTIONABLE BRANCH CIRCUITS/CONDUIT SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. IN AREAS WITH "OPEN" CEILINGS, "EXPOSED" CEILINGS, OR OPEN GRID (NO TILES INSERTED) OR GRID CEILINGS WITH MORE THAN 25% OPEN OR TRANSPARENT AREA ALLOWING BEAMS AND OTHER STRUCTURAL ELEMENTS, HVAC DUCT WORK, ETC., TO BE VIEWABLE BY THE OCCUPANTS. THE ELECTRICAL CONTRACTOR SHALL TAKE EXTRA CARE WITH INSTALLATION OF CONDUIT TO INCLUDE MEETING THE FOLLOWING ADDITIONAL INSTALLATION CRITERIA: - CONDUIT FOR ALL BRANCH CIRCUITS, FIRE ALARM CIRCUITS, LIGHTING CONTROL CONDUCTORS AV/TEL/DATA INFRASTRUCTURE SHALL BE ROUTED NEATLY, TIGHT TO THE DECK ABOVE AND PARALLEL TO STRUCTURAL BEAMS/FRAMING, DUCT WORK AND PLUMBING RELATED PIPING. - - OPEN CEILING COORDINATION NOTES: tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger Revision #0105/30/20251 1/8" = 1'-0" LIGHTING PLAN 1 LIGHTING PLAN E1-1 HVLS 1 2 J 3 F ERC 2 J 2 3 F ERC 3 J 2 3 F ERC 1 J 2 3 F ERC 4 J2 3 F DP1-49,51 DP1-49 DP1-51DP1-49 DP1-49 DP1-51 DP1-51 DP1-53,55 DP1-53 DP1-55 DP1-53 DP1-53 DP1-55 DP1-55 W.P.DP1 SEE OVERALL ELECTRICAL SITE PLAN DP1 1 1 DP1 1 DP1-26,28 REMOTE POWER SUPPLY "FAPS" AND DIGITAL AUDIO AMPLIFIER "AMP" FOR VOICE CAPABILITY 1 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger Revision #0105/30/20251 POWER & COMMUNICATIONS PLAN 1 POWER & COMMUNICATION PLAN E1-2 1/8" = 1'-0" 8. 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES: COMMUNICATIONS PATHWAYS PLAN NOTES: POWER PLAN GENERAL NOTES: 3. 2. 1.ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24-INCHES MINIMUM. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHES TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. 4.WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO NEC, OR CEC WHERE ADOPTED, ARTICLE 300.22(C). 5. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: 9. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 10. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 11. 6.PROVIDE G.F.C.I. TYPE RECEPTACLE(S) OR RECEPTACLE(S) PROTECTED BY A GFCI CIRCUIT BREAKER(S) WHEN RECEPTACLES ARE 50A OR LESS, 150V TO GROUND OR LESS AND ARE LOCATED WITHIN 6-FEET OF ANY SINK OR THERAPEUTIC TUB, LAUNDRY AREA, SERVING ANY DRINKING FOUNTAIN OR VENDING MACHINE, WITHIN ANY KITCHEN SPACE, LOCKER ROOM AREA, GARAGE AND BATHROOM SPACE AND/OR LOCATED OUTDOORS. WHERE RECEPTACLES ARE NOT READILY ACCESSIBLE, PROVIDE GFCI CIRCUIT BREAKER(S) TO PROTECT THE RESPECTIVE BRANCH CIRCUIT AND PROVIDE ADDITIONAL NEUTRAL CONDUCTORS IN THE BRANCH CIRCUITING AS REQUIRED TO ENSURE PROPER GFCI FUNCTION. 8.UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 1 PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY.7. a. b. c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b. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL HAVE:9. 6. 1. 2. 3. 5. 7. a. GENERAL SINGLE LINE DIAGRAM NOTES: 10. SPECIFIC SINGLE LINE NOTES: ALLOWABLE DIMENSIONS IN MAIN ELECTRICAL ROOM ARE A CRITICAL COORDINATION ITEM. CONTRACTOR SHALL PROVIDE 1/4"= 1'-0" SCALE DRAWINGS WITH SWITCHGEAR SUBMITTALS SHOWING THAT ALL PROPOSED EQUIPMENT WILL FIT IN THE SPACE PROVIDED. SUBMITTALS WITHOUT THIS DRAWING SHALL BE REJECTED AS INCOMPLETE. NOT USED. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION OR WHERE A NEW GROUND FAULT PROTECTIVE DEVICE IS BEING INSTALLED, A GROUND FAULT SYSTEM TEST SHALL BE CONDUCTED BY AN INDEPENDENT TESTING AGENCY PER NEC (OR CEC-WHERE ADOPTED) 230.95(C). THE GROUND FAULT SYSTEM TEST SHALL BE PERFORMED IN THE PRESENCE OF THE LOCAL AUTHORITY HAVING JURISDICTION. VERIFICATION OF DEVICE SETTINGS PER THE POWER SYSTEMS STUDY SPECIFICATION SHALL BE PERFORMED BY THE SAME INDEPENDENT TESTING AGENCY. THE GROUND FAULT TEST RESULTS SHALL BE DELIVERED TO THE ENGINEER OF RECORD. DURING THE CONSTRUCTION PHASE OF THE PROJECT, ALL NEW GROUND FAULT RELAYS SHALL BE SET AT THE LOWEST AVAILABLE TIME DELAY AND PICK-UP SETTINGS. 1 2 c.PERMANENT PLACARD(S) MARKED PER THE SPECIFICATIONS AND PER NEC (OR CEC-WHERE ADOPTED) SECTIONS 225.37, 230.2(E), 690.56, 692.56, 700.7, 701.7, 702.7, AND 705.10 AND IFC (OR CFC - WHERE ADOPTED) SECTION 608.2.6.1. DENOTING THE PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY, STATIONARY BATTERY STORAGE SYSTEMS, OR STAND-BY POWER SOURCES AS APPLICABLE. ALL SERVICE ENTRANCE EQUIPMENT RATED AT 400A OR GREATER SHALL BE PROVIDED WITH A BACKFEED-RATED, SOLID STATE MAIN OVERCURRENT DEVICE AND BUSSING RATED AT 100% OPERATION (1000A/sq.in. FOR CU, 750A/sq.in. FOR AL). NO HEAT RISE RATED BUSSING ALLOWED. NON-SERVICE ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARDS LARGER THAN 600A SHALL BE PROVIDED WITH BUSSING RATED FOR 100% OPERATION - SEE SPECIFICATION FOR CIRCUIT BREAKER REQUIREMENTS. ALL NON-SERVICE ENTRANCE SWITCHBOARDS AND DISTRIBUTION BOARD MAIN OVERCURRENT DEVICES SHALL BE BACKFEED-RATED. BACKFEED RATINGS SHALL COMPLY WITH NEC, OR CEC WHERE ADOPTED, 710.15 (E) AND 705.12(B)(4). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS REGARDING CIRCUIT BREAKERS. 8.PROVIDE CIRCUIT BREAKER ARC ENERGY REDUCTION MAINTENANCE SWITCHING PER NEC, OR CEC WHERE ADPOPTED, 240.87(B)(3) FOR ANY CIRCUIT BREAKER, 1200A FRAME AND LARGER. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4.ALL SWITCHBOARDS, SWITCHGEAR, AND PANELBOARDS SHALL HAVE A SHORT-CIRCUIT CURRENT RATING NOT LESS THAN THE AVAILABLE FAULT CURRENT. THE AVAILABLE FAULT CURRENT AND THE DATE THE CALCULATION WAS PERFORMED SHALL BE FIELD MARKED ON THE ENCLOSURE AT THE POINT OF SUPPLY. 11. 12. 13. 14. 15. B E-2.2 DP1 DP 1 NOTESV.D.LOADFEEDERCONDUIT AND CONDUCTORS (%) AVAIL.FAULT CURRENT (A)(A) DISTANCE (FT) SCALE: NONE W.P. 0.77175'72A3"C., 4#4/0 + 1#4 GRD.DP1 AVAILABLE FAULT CURRENT VALUE AT THE END OF THE FEEDER INDICATED. CALCULATIONS ARE BASED UPON INITIAL VALUES RECEIVED FROM THE SERVING UTILITY AND THE LENGTH AND IMPEDANCE OF THE FEEDER. THE SHORT CIRCUIT CURRENT RATING, EQUIPMENT BUS BRACING, AND/OR AMP INTERRUPTING CURRENT OF EQUIPMENT CONNECTED ON THE LOAD SIDE OF THE FEEDER SHALL BE GREATER THAN THE AVAILABLE FAULT CURRENT. VOLTAGE DROP VALUE INDICATED IS AT THE END OF THE FEEDER. DISTANCE SHOWN IS FOR DESIGN PURPOSES ONLY. IT IS NOT A MATERIAL TAKEOFF. LOADS INDICATED WITH " ( ) " REPRESENT WORST CASE LOAD IN AMPS. ALL FEEDERS SHOWN, UNLESS SPECIFICALLY NOTED OTHERWISE, ARE PRESUMED TO BE ROUTED IN METAL RACEWAYS. IF P.V.C. CONDUITS ARE UTILIZED, THE CONTRACTOR SHALL PROVIDE AN EQUIPMENT GROUND PER NEC, OR CEC WHERE ADOPTED, TABLE 250.122 OR, WHERE REQUIRED, PROVIDE A MAIN BONDING JUMPER PER TABLE 250.66 AND INCREASE THE CONDUIT SIZE ACCORDINGLY. 5. 4. 3. 2. 1. GENERAL FEEDER SCHEDULE NOTES: PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5-3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS. PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER(S) FOR ANY MULTI-WIRE BRANCH CIRCUIT. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS SHARING A COMMON NEUTRAL (NEC, OR CEC WHERE ADOPTED, 210.4(B),) COMMON YOKE (NEC, OR CEC WHERE ADOPTED, 210.7), OR FURNITURE SYSTEM NEC OR CEC WHERE ADOPTED, 605.5 AND 605.7). WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER INTERLOCKS TO EXISTING MULTI-WIRE BRANCH CIRCUITS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY. ALL BUSSING SHALL BE TIN PLATED ALUMINUM. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL MARKING AS REQUIRED BY THE NEC, OR CEC WHERE ADOPTED, 240.86(B). WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS. GENERAL PANEL SCHEDULE NOTES: 13. 12. 11. 9. 8. 6. 7. 5. 4. 3. 2. 1. UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS-BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR-PROVIDED DIRECTORY HOLDER. THE DIRECTORY SHALL CLEARLY IDENTIFY EACH CIRCUIT TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. EACH CIRCUIT IDENTITY SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS PER NEC, OR CEC WHERE ADOPTED, ART 408.1 AND 408.4. HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. COPIES OF AS-BUILT PANEL SCHEDULES SHALL BE PLACED IN PANEL DIRECTORIES. E.C. TO INCLUDE ALL COSTS REQUIRED FOR LARGER-THAN-STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF AS-BUILT PANEL SCHEDULES. PANELBOARDS SHALL BE MANUFACTURED BY G.E., CUTLER-HAMMER, SIEMENS, OR SQUARE "D". FUSED PANEL BOARDS SHALL BE BY COOPER BUSSMANN. SPECIFIC PANEL SCHEDULE NOTES: "E" "D" "C" "B" "A" 15. 14. 16.PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. PROVIDE LOCK-ON DEVICE. PROVIDE PERMANENT LOCK-OFF DEVICE THAT SHALL REMAIN IN PLACE WITH OR WITHOUT THE LOCK INSTALLED, PER NEC, OR CEC WHERE ADOPTED, SECTION 110.25. PROVIDE SHUNT TRIP DEVICE. PROVIDE GFCI TYPE DEVICE. PROVIDE A RED CIRCUIT BREAKER. PROVIDE BREAKER LOCK OFF DEVICE ON ANY CIRCUIT BREAKER FEEDING A TRANSFORMER AS REQUIRED, PER NEC, OR CEC WHERE ADOPTED, 450.14. WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER LOCK-OFF DEVICES TO EXISTING TRANSFORMER CIRCUIT BREAKERS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. 10. (E) PNL TO EXISTING DISTRIBUTION BOARD LOCATED IN CAI BUILDING EXISTING 120/208V, 400A, 3P, 4W PANEL LOCATED ON EXTERIOR OF CAI BLDG NEW 120/208V, 225A, 3P, 4W PANEL LOCATED IN DANCE BLDG tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger Revision #0105/30/20251 SINGLE LINE DIAGRAM E2-1 1 1 1 1 1 1 A SCALE: NTS NOT USED FINISHED FLOOR B SCALE: NTS FEEDER TO REMOTE BUILDING / STRUCTURE GROUNDING DETAIL TELECOMMUNICATION GROUND: 1 # cu., IN CONDUIT TO TELECOMMUNICATIONS ROOM BACKBOARDS AND GROUNDING BUS BARS. IF PROVIDED IN PROJECT DRAWINGS, SEE TELECOM PATHWAYS AND GROUNDING RISER FOR ADDITIONAL REQUIREMENTS. GROUNDING ELECTRODE CONDUCTOR: 1 # cu., GROUNDING ELECTRODE CONDUCTOR PER ART. 250.32(E). EXTENDED FROM SWITCHBOARD GROUND BUS WITH CODE-SIZED EMT, IMC, OR RIGID CONDUIT AS CONDITIONS DICTATE. TERMINATE FEEDER EQUIPMENT GROUNDING CONDUCTOR AT THE SWITCHBOARD GROUND BUS AS WELL - SEE SINGLE LINE. 1 # cu. IN CONDUIT TO EFFECTIVELY GROUNDED METAL FRAME OF THE BLDG. PER ART. 250.52(A)(2). (1) MINIMUM 20 FT. LENGTH OF #4 MINIMUM/ 1# BARE COPPER ENCASED IN MINIMUM 2" OF CONCRETE ALL AROUND PER ART. 250.52(A)(3).GROUNDING ELECTRODE & CONDUCTOR - ALTERNATE: 1 #6 cu., 1/2"C. TO ELECTRODE PER ART. 250.52(A)(4), (A)(5), (A)(6), (A)(7) & 250.53 WHERE NONE OF THE ELECTRODES IN ART. 250.52 (A)(1), (A)(2) & (A)(3) ARE AVAILABLE. PROVIDE CONNECTION OF GROUNDING CONDUCTORS/ BONDING JUMPERS PER ART.250.8 (TYPICAL) USING 2-HOLE CONNECTORS. TELEPHONE/CATV UTILITY GROUND: 1 # cu. IN CONDUIT TO UTILITY CO. TELEPHONE/CATV BACKBOARD. TO GROUND BUS LOCATED WITHIN EACH BUILDING SWITCHBOARD, DISTRIBUTION BOARD, PANEL BOARD AND/OR FEEDER DISCONNECT FEEDING THE REMOTE BUILDING OR STRUCTURE. BONDING JUMPER(S): PROVIDE BONDING WITH 1 # cu., IN CONDUIT TO NEAREST METAL, WATER PIPE (HOT, COLD, SPRINKLER, SEWER, BUILDING MOUNTED - INTERIOR OR EXTERIOR ETC), UNINTENTIONALLY UNGROUNDED BUILDING STEEL, GAS PIPE, HVAC DUCTS IN THE BUILDING PER ART. 250.104 (A), (B), & (C). THIS DETAIL APPLIES TO BUILDINGS OR STRUCTURES SUPPLIED BY FEEDERS OR BRANCH CIRCUITS GOVERNED BY ART. 250.32 AND SPECIFICALLY BY ART. 250.32(B)(1) WHERE THE GROUNDED CONDUCTOR IS NOT CONNECTED TO THE GEC IN THE SUPPLIED BUILDING DUE TO THE POSSIBILITY OF PARALLEL CIRCUIT PATHS FOR NEUTRAL CURRENT. WHERE THE STUCTURE OR BUILDING SUPPLIED IS EXISTING, CONTRACTOR SHALL MAKE EVERY EFFORT TO EXTEND/RECONNECT EXISTING GROUNDING ELECTRODE(S)/SYSTEM. MOUNT TO WALL USING STAND-OFF INSULATORS AND BRACKETS. TYPICAL. 2,000A 0-200A 201-400A OVER 401A 2,500A 4,000A 3,000A SERVICE SIZE SERVICE SIZE 0-1,000A 1,600A 1,200A #400KCMIL, 1-1/4"C #4, 3/4"C #3/0, 3/4"C #1/0, 3/4"C G.E.C. SIZE #500KCMIL, 1-1/4"C #700KCMIL, 1-1/2"C #600KCMIL, 1-1/2"C B.J. SIZE #300KCMIL, 1"C #3/0, 3/4"C #4/0, 1"C BONDING JUMPER (B.J.) SHALL BE SIZED AS FOLLOWS: GROUNDING ELECTRODE CONDUCTOR SHALL BE SIZED AS FOLLOWS: TELECOMMUNICATIONS GROUND CONDUCTOR. MINIMUM SIZE SHALL BE BASED ON DISTANCE BETWEEN TELECOMMUNICATIONS ROOM AND SYSTEM GROUNDING BUS BAR AS FOLLOWS: LESS THAN 13' 14'-41' 42'-66' 67'-105' 106'-175' 176'+ #6, 3/4"C #1, 3/4"C #2/0, 3/4"C #4/0, 1"C #300 KCMIL, 1-1/4"C #500 KCMIL, 1-1/2"C PROVIDE AT LEAST (3) SPARE DRILLED CONNECTION POINTS. PROVIDE PERMANENT TAG TO IDENTIFY EACH CONDUCTOR. 1/4"x3"x LENGTH AS REQUIRED. COPPER GROUND BUS OUTSIDE SWITCHBOARD, DRILLED AND TAPPED AS REQUIRED. PROVIDE PHENOLIC LABEL INDICATING "MAIN ELECTRICAL SERVICE GROUND". SEE ELECTRICAL SPECIFICATIONS FOR MORE INFORMATION. 1 # cu., 1"C. INTERCONNECT TO ALL OTHER ELECTRICAL FEEDERS. PER ART. 250.58. GROUNDING ELECTRODE & CONDUCTOR: 1 # cu., 3/4"C. TO METAL UNDERGROUND WATER PIPE (MINIMUM OF 10FT LONG) PER ART. 250.52(A)(1) WITH A CONNECTION MADE WITHIN 5 FT. OF POINT OF ENTRANCE INTO THE BUILDING PER ART. 250.68(C)(1). tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger Revision #0105/30/20251 TRANSFORMER INFORMATION + GROUNDING DETAILS E2-2 1 SF 110cd MS MS S S S WP WP WP S WP FAPS AMP REMOTE POWER SUPPLY "FAPS" AND DIGITAL AUDIO AMPLIFIER "AMP" FOR VOICE CAPABILITY SD 1 1 tk1sc project number: B2305501.000 drawn by:checked by: drawing no.: ar c h i t e c t u r e pl a n n i n g in t e r i o r s tB P / A r c h i t e c t u r e 46 1 1 T e l l e r A v e n u e Ne w p o r t B e a c h , C A 9 2 6 6 0 ph : 9 4 9 . 6 7 3 . 0 3 0 0 consultant agency owner date: drawing title: description:date:Rev: tBP project number : architect THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATION CONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTURE AND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NO PART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD, PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCED EXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE. ph: 714.667.2700 SANTA ANA, CA 92701 20 CIVIC CENTER PLAZA SANTA ANA PLANNING AND BUILDING AGENCY # DA N C E S T U D I O SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 SA N T A A N A , C A L I F O R N I A 9 2 7 0 7 12 0 2 W E D I N G E R A V E MA T E R D E I H I G H S C H O O L 21125.00 09/06/2023 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com Project Leader - Bill Voller tk1sc Job #: B2305501.000 Electrical Lead - Marie Rothenberger Revision #0105/30/20251 1/8" = 1'-0" FIRE ALARM PLAN 1 FIRE ALARM PLAN FA1-1 48" AFF FIRE I F R E FINISHED FLOOR DEVICE MOUNTING DETAILS SCALE: N.T.S.2 JUNCTION BOX MOUNTED ON STRUCTURAL CEILING. STRUCTURAL CEILING TO NEXT DEVICE JUNCTION BOX MOUNTED AGAINST CEILING SUPPORT. CEILING MOUNTED FIRE ALARM DEVICE ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS DEPICTED ON ARCHITECTURAL OR INTERIOR DESIGN PLANS AND SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. CONFLICTS OR LACK OF MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL OR INTERIOR DESIGN PLANS AND SPECIFICATIONS SHALL BE CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO THE OWNER - CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. HORN/STROBE, SPEAKER/STROBE, HORN, SPEAKER OR STROBE. MANUAL PULL STATION 90" AFF WHERE CEILING HEIGHT AND NFPA 72 ALLOW. FIRE ALARM PLAN GENERAL NOTES: