Loading...
HomeMy WebLinkAbout20210701 Pacifica Christian_Change of Use Submittal© Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States 7/1/2021 3:07:57 PM \\gensler.ad\projects\RevitUserModels\16596\Pacifica Christian_education study_detached_Sandy_Chung5VMFU.rvt G0.100 GENERAL PROJECT INFORMATION & SHEET INDEX 07.3425.000 PACIFICA CHRISTIAN RENOVATION PACIFICA CHRISTIAN 1499 MONROVIA AVENUE NEWPORT BEACH, CA 92663 OWNER ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: CONSTRUCTION MANAGER ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: ARCHITECT ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: GENERAL CONTRACTOR ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: MEP ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: STRUCTURAL ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: 883 West 15th Street, Newport Beach, CA 92663 949.887.2070 x 3 David O'Neil doneil@pacificaoc.org PACIFICA CHRISTIAN 2280 University Drive, Suite 101, Newport Beach, CA 92660 714.975.7676 / 949.632.0914 Cell Glen Allen gallen@nres.net NEWPORT REAL ESTATE SERVICES, INC. 4675 MacArthur Court, Suite 350 Newport Beach, CA. 92660 949.260.8581 / 949.553.1676 (Fax) Paul Morford PAUL_MORFORD@GENSLER.COM G E N S L E R 9850 IRVINE CENTER DR., IRVINE, CA 92618 949.679.6880 x 237 STEVE TARTAGLINI steve.tartaglini@cascocontractors.com CASCO CONTRACTORS 18200 Von Karman Avenue, Suite 100, Irvine CA 92612 949.833.8190 Jason Millheim jmillheim@glumac.com GLUMAC 18400 Von Karman Avenue, Suite 600, Irvine CA 92612 949.252.1022 x271 Tyler Krehbiel tyler.krehbiel@kpff.com KPFF PROJECT INFORMATION & ANALYSIS PROJECT TEAM LOCATION MAP 1 IT IS UNDERSTOOD THAT PLANS FOR THE PROJECT HAVE, AT THIS TIME, BEEN REVIEWED FOR COMPLIANCE WITH ALL APPLICABLE STATE AND CITY REGULATIONS, AND THAT THE PROJECT AS A WHOLE HAS BEEN APPROVED BY THE CITY, WITH THE EXCEPTION OF THE DEFERRED ITEMS LISTED. 2 I/WE UNDERSTAND THAT I/WE WILL NOT BE AUTHORIZED ANY INSPECTION OF THE DEFERRED ITEMS PROPOSED PRIOR TO THE SUBMITTAL AND APPROVAL OF PLANS AND/OR CALCULATIONS FOR THOSE DEFERRED ITEMS. 3 COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLER AND STANDPIPE SYSTEMS AND OTHER SPECIAL FIRE EXTINGUISHING SYSTEMS AND RELATED APPURTENANCES SHALL BE SUBMITTED TO THE CITY OF NEWPORT BEACH FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION 4 COMPLETE PLANS AND SPECIFICIATIONS FOR ALL FIRE ALARM SYSTEMS SHALL BE SUBMITTED TO THE CITY OF NEWPORT BEACH DEVELOPMENT SERVICES FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. SUBMITTAL DOCUMENTS FOR FIRE DEPARTMENT ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND FORWARD TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE FIRE DEPARTMENT SUBMITTALS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE FIRE DEPARTMENT ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. ITEMS TO HAVE FIRE DEPARTMENT SUBMITTALS AND PERMITS INCLUDE: 1 FIRE SPRINKLER SYSTEMS AND CALCULATIONS 2 FIRE ALARM SYSTEMS 33 DETAIL REFERENCE. REFER TO A12 SHEETS SERIES FOR DETAILS NOT CROSS REFERENCED FOR ALL THE CONDITIONS OF PENETRATION THROUGH FIRE RATED ASSEMBLIES AND ACOUSTICAL PARTITIONS. 34 EXISTING PENETRATIONS. ALL PENETRATIONS TO THE FLOOR/CEILING ASSEMBLY SHALL BE GROUTED SOLID WITH A QUICK-SET CONCRETE FILLER. THE SLAB BETWEEN THE MECHANICAL EQUIPMENT ROOM AND THE TENANT SPACE SHALL BE ACOUSTICALLY SEALED AIRTIGHT. 35 SHOP DRAWINGS AND SUBMITTALS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROPRIATENESS AND COMPLIANCE WITH THE CONTRACT DOCUMENTS PRIOR TO SENDING SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER FOR REVIEW. A STAMP OR STATEMENT TESTIFYING THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, INCLUDING THE DATE REVIEWED, MUST BE AFFIXED TO THE FIRST PAGE OF EACH SUBMITTAL. 36 IF ANY WORK IS PERFORMED PRIOR TO PROPER CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT CONTRACTORS EXPENSE AT NO ADDITIONAL COST TO THE OWNER, TENANT OR ARCHITECT. 1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH AS-BUILT DRAWINGS PROVIDED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES, OR OMISSIONS. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AND HAS CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 2 INTENT OF CONTRACT DOCUMENTS. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND APPROPRIATELY OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, AND ALL INCIDENTAL, ACCESSORY, AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND FINISHED ASSEMBLY. 3 DEFECTIVE WORK. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 4 FIREPROOFING. PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND/OR CONSTRUCTION. FIREPROOF AS REQUIRED BY CODE ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 5 AS-BUILT DRAWINGS. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF CONSTRUCTION ITEMS DENOTED IN THE CONSTRUCTION DOCUMENTS SHALL BE INDICATED TO SCALE IN CONTRASTING INK ON THE DRAWINGS FOR ALL RUNS OF MECHANICAL, SPRINKLER, PLUMBING, AND ELECTRICAL WORK; INCLUDING SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, THE ARCHITECT WILL PROVIDE THE CONTRACTOR WITH A REPRODUCIBLE SET OF ORIGINAL DOCUMENTS FOR "AS-BUILT" DOCUMENTATION. THIS SET SHALL BE CONSPICUOUSLY MARKED "AS-BUILTS" AND DELIVERED TO THE ARCHITECT. 6 CONTRACTOR RESPONSIBILITY. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED. 7 UNENFORCEABLE WORK. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 8 LIENS. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, EQUIPMENT, OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER GOVERNING LAWS AND REGULATIONS, UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN BE SHOWN. APPROVAL FOR PAYMENT SHALL BE CONTINGENT UPON THE CONTRACTOR'S OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. 9 COORDINATION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW AND VERIFICATION OF CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION, OR RELATED WORK. 10 WORK SHOULD COMPLY WITH APPLICABLE CODES. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, AND TRADE AND REFERENCE STANDARDS, INCLUDING BUT NOT LIMITED TO: FEDERAL, STATE, LOCAL/MUNICIPAL CODES, IBC, UBC, SEISMIC CODES, NEC, NFPA, ASMC, AND UMC (LATEST ENFORCED EDITIONS). 11 DIMENSIONS. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER ALL. 12 CLARIFICATIONS. CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. 13 SUBSTITUTIONS. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR, CLEARLY IDENTIFIED AS A "REQUEST FOR SUBSTITUTION". CONTRACTOR SHALL ALSO LIST CREDIT TO THE CLIENT FOR USE OF SUBSTITUTION. CONSENT OF THE ARCHITECT/OWNER. 14 DRAWING DISTRIBUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. 15 CHANGES IN THE WORK. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 16 EXISTING WORK. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 17 PUNCH LIST. UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH COMPLETION. THE ARCHITECT SHALL ATTEND THE PUNCH LIST WALK THROUGH CONDUCTED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR COMPLETED PRIOR TO THIS WALK THROUGH. THE GENERAL CONTRACTOR SHALL TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE COMPLETED OR CORRECTED AS A RESULT OF THIS WALK THROUGH. THIS PUNCH LIST IS TO BE PROMPTLY DISTRIBUTED BY THE GENERAL CONTRACTOR TO THE TENANT, OWNER AND ARCHITECT. 18 MATERIALS. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS NOTED OTHERWISE. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, UNLESS NOTED OTHERWISE. 19 INSURANCE. THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW, IN ADDITION TO THE TERMS OF THE OWNER'S CONTRACT, WHICHEVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 20 EXISTING TENANTS. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT 21 COORDINATION. VERIFY IN THE FIELD THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING, DUCTWORK, AND CONDUIT), AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. 22 PROTECTION OF EXISTING WORK. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OF WORK AND THE TENANT'S SPACE. THE CONTRACTOR SHALL PATCH, REFINISH, AND REPAIR ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS. MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 23 EXISTING DEFECTS. CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECTS THE SCOPE OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 24 TERMINOLOGY. TYPICAL OR TYP MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. SIMILAR OR SIM MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. VERIFY OR VER MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH ARCHITECT. 25 FURNITURE. FURNITURE SHOWN IS FOR REFERENCE ONLY AND INSTALLED BY OTHERS, UNLESS NOTED OTHERWISE. 26 FILE CABINETS. FILE CABINETS, AS SHOWN ON DRAWINGS, ARE SUPPLIED BY OTHERS. COORDINATE FILE SIZE(S) WITH FURNITURE INSTALLER FOR REQUIRED CLEARANCES. 27 CLEANING. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM MIGRATING FROM CONSTRUCTION AREA. 28 ADJACENT SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OF ACCESS INTO ADJACENT TENANT SPACES WITH THE BUILDING MANAGEMENT AS REQUIRED FOR PRICING AND EXECUTION OF THE WORK. 29 EXISTING CONDITIONS. CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT INDICATED ON THE CONTRACT DOCUMENTS. 30 CONTRACT DOCUMENTS. ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONTRACT DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. 31 CONTRACTOR RESPONSIBILITY TO NOTIFY ARCHITECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS - PRIOR TO THE START OF NEW WORK ON THAT ITEM, OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. 32 DUPLICATION OF DOCUMENTS. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT/OWNER AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/OWNER. 1 OWNER ACKNOWLEDGES THAT GENSLER SHALL HAVE NO RESPONSIBILITY FOR THE DISCOVERY, PRESENCE HANDLING, REMOVAL, DISPOSAL, OR EXPOSURE OF PERSONS TO HAZARDOUS SUBSTANCES, MATERIALS, AND WASTES IN ANY FORM AT THE PROJECT SITE, INCLUDING BUT NOT LIMITED TO: ASBESTOS, ASBESTOS PRODUCTS, PCB MOLD, OR OTHER TOXIC SUBSTANCES. 2 THE OWNER ACKNOWLEDGES THAT IT ACCEPTS RESPONSIBILITY FOR NOTIFYING THE APPROPRIATE FEDERAL, STATE, AND AUTHORITIES HAVING JURISDICTION FOR ANY DEMOLITION, CONSTRUCTION, OR REPAIR WORK. 3 ANY QUESTIONS THAT ARISE RELATED TO ASBESTOS SHALL BE REFERRED TO THE OWNER FOR RESOLUTION. GENSLER SHALL NOT BE REQUIRED TO DO ANY WORK NO RENDER ANY OPINIONS RELATED TO ASBESTOS. 4 THE OWNER SHALL RETAIN AN INDEPENDENT CONSULTANT WHO IS TRAINED AND EXPERIENCED IN IDENTIFICATION AND SURVEY OR EXISTING SITES PRIOR TO START OF DEMOLITION CONSTRUCTION. 5 ALL CONTRACTORS AND SUBCONTRACTORS SHALL REPORT THE PRESENCE OF ANY MATERIAL OR ASSEMBLY SUSPECTED TO CONTAIN ASBESTOS UPON DISCOVERY. THE WORK SHALL BE CARRIED OUT PER THE CONSULTANTS RECOMMENDATIONS. GENERAL NOTES HAZARDOUS MATERIALS NOTES FIRE DEPT SUBMITTALS & PERMITS CIVIL ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: 15 Corporate Park, Irvine CA 92606 949.474.2330 Omar Maciel OMaciel@adams-streeter.com ADAM STREETER CIVIL ENGINEERS LANDSCAPE ADDRESS: TELEPHONE/FAX: CONTACT: EMAIL: 8841 Research Dr, Suite 200, Irvine CA 92618 949.387.1323 Jim Ridge jim@ridgela.com RLA FLOOR AREA ANALYSIS MAX ALLOWABLE FLOOR AREA PER CBC (TABLE 506.2): E (SM): 43,500 SQ FT GROSS FLOOR AREA: THE FLOOR AREA WITHIN THE INSIDE PERIMETER OF THE EXTERIOR WALLS OF THE BUILDING UNDER CONSIDERATION, EXCLUSIVE OF VENT SHAFTS AND COURTS, WITHOUT DEDUCTION FOR CORRIDORS, STAIRWAYS, RAMPS, CLOSETS, THE THICKNESS OF INTERIOR WALLS, COLUMNS OR OTHER FEATURES. THE FLOOR AREA OF A BUILDING, OR PORTION, THEREOF, NOT PROVIDED WITH SURROUNDING EXTERIOR WALLS SHALL BE THE USABLE AREA UNDER THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. THE GROSS FLOOR AREA SHALL NOT INCLUDE SHAFTS WITH NO OPENINGS OR INTERIOR COURTS. BUILDING AREA: THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS (OR EXTERIOR WALLS AND FIRE WALLS) EXCLUSIVE OF VENT SHAFTS AND COURTS. AREAS OF THE BUILDING NOT PROVIDED WITHIN SURROUNDING WALLS SHALL BE INCLUDED IN THE BUILDING AREA IF SUCH AREAS ARE INCLUDED WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR ABOVE. PLANNING: PROPOSED FLOOR AREA (GROSS) EXISTING FLOOR AREA (GROSS) 1ST FLOOR: 8,239 SF 1ST FLOOR: 8,173 SF 2ND FLOOR: 7,929 SF 2ND FLOOR: 8,006 SF TOTAL: 16,168 SF TOTAL: 16,179 SF BUILDING: PROPOSED BUILDING AREA EXISTING BUILDING AREA 1ST FLOOR: 8,045 SF + 4,685 SF (RP) 1ST FLOOR: 7,971 SF + 3,097 SF (RP) 2ND FLOOR: 7,739 SF + 2,134 SF (DECK) 2ND FLOOR: 7,826 SF TOTAL: 22,603 SF TOTAL: 18,894 SF * RP= ROOF PROJECTION * DECK = EXTERIOR DECK BUILDING HEIGHT ANALYSIS MAX ALLOWABLE BUILDING HEIGHT PER CBC (TABLE 504.3): 75'0" MAX ALLOWABLE NUMBER OF STORIES ABOVE GRADE PLANE PER CBC (TABLE 504.4): 3 MAX ALLOWABLE BUILDING HEIGHT PER RM AND RMD ZONING DISTRICT HEIGHT LIMIT AREA: 28'0" PROPOSED: 27'6" ( 2 STORIES) EXISTING: 26'9" ( 2 STORIES) PROPOSED TOP OF MECH ROOF SCREEN: 32'6" *MAXIMUM HEIGHT PER ZONING CODE EXCEPTIONS 20.30.060 (D) FOR MECHANICAL EQUIPMENT ROOF SCREEN: 33'0" AVERAGE GRADE POINT ELEVATION PER TOPOGRAPHIC SURVEY: 104'-6" 104.58 + 104.58 + 104.38 + 104.43 = 417.97 / 4 = 104.49 = 104'-6" SITE/ PLANNING ANALYSIS EXISTING SITE AREA: 1.1 ACRES; 47,792 SF EXISTING BUILDING FOOT PRINT TO REMAIN AREA OF DISTURBED SOIL: LESS THAN 1 ACRE: SWPPP IS REQUIRED PROPOSED LANDSCAPE AREA: 6, 672 SQ FT REFER TO SHEET G0.401 FOR ANALYSIS ALLOWABLE SETBACKS: FRONT YARD SETBACK: 20'-0" SIDE YARD SETBACK: (8% OF LOT WIDTH) 8'-3" REAR SETBACK: 10'-0" MAX HEIGHT OF SITE FENCES AND SITE WALL: 42" TRASH ENCLOSURE AREA: 100 SQ FT (NET); MIN 96 SQ FT REQUIRED OCCUPANCY / EGRESS ANALYSIS ( REFER TO SHEET G0.600 FOR EGRESS ANALYSIS) E OCCUPANCY 7,216 SF + 3,763 SF (EXTERIOR)= 10,979 SF FIRST FLOOR 228 OCCUPANTS 7,170 SF + 2,140 SF (EXT. DECK)= 9,310 SF SECOND FLOOR 467 OCCUPANTS 20,289 SF 695 OCCUPANTS # OF EXITS REQUIRED: FIRST FLOOR: 2 EXITS REQUIRED; 3 PROVIDED SECOND FLOOR: 2 EXITS REQUIRED; 2 PROVIDED SECOND FLOOR DECK: 2 EXITS REQUIRED; 2 PROVIDED MAX EXIT ACCESS TRAVEL DISTANCE: E OCCUPANCY: 250' MAX COMMON PATH OF EGRESS TRAVEL DISTANCE PER CBC TABLE 1006.2.1: E OCCUPANCY: 75' MINIMUM CORRIDOR FIRE RESISTANCE RATING PER CBC 1020.1: E OCCUPANCY; SPRINKLERED: 0 HOUR MINUMUM CORRIDOR WIDTH PER CBC 1020.2: E OCCUPANCY: 72" MIN CORRIDOR W/ OCCUPANT LOAD OF 100 OR MORE DEAD END CORRIDOR PER CBC 1020.4: NOT TO EXCEED 50 FEET PARKING SUMMARY ( REFER TO SHEET G0.401 FOR PARKING ANALYSIS) EXISTING: ACCESSIBLE: 2 SPACES STANDARD: 53 SPACES TOTAL:55 SPACES PROPOSED: ACCESSIBLE: 3 SPACES ( 1 SPACE IS VAN ACCESSIBLE ) STANDARD: 57 SPACES FUTURE EV STATION: 2 SPACES TOTAL:62 SPACES PROJECT SITE PROJECT SITE PLUMBING ANALYSIS ( REFER TO SHEET G0.700 FOR PLUMBING ANALYSIS) TOTAL COMBINED E: 11,423 SF OCCUPIED AREA 230 OCCUPANTS DEFERRED SUBMITTALS 1.FIRE SPRINKLERS 2. FIRE ALARM / LIFE SAFETY SYSTEMS 3. CURTAIN WALL 4. EMERGENCY VOICE / ALARM COMMUNICATION SYSTEM 5. PRIVATE FIRE MAINS NOTES-CITY OF NEWPORT BEACH 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. PROJECT DESCRIPTION FIRST FLOOR: RENOVATION THROUGHOUT / TENANT IMPROVEMENTS, DEMO EXIST AND PROVIDE NEW INTERIOR CONCRETE SLAB, STRUCTURAL/SEISMIC UPGRADES, ALL NEW MEP, FIRE/LIFE SAFETY, SPRINKLERS AND CURTAIN WALL, NEW ELEVATOR, NEW FINISHES, ADDED EXTERIOR PATIO AND DECK SECOND FLOOR: RENOVATION THROUGHOUT / TENANT IMPROVEMENTS, DEMO PORTIONS OF CONC FLOOR SLAB, STRUCTURAL/SEISMIC UPGRADES, ALL NEW MEP, FIRE/LIFE SAFETY, SPRINKLERS AND CURTAIN WALL, NEW FINISHES, NEW DECK TRELLIS AND TRELLIS/STAIRS ROOF: ROOFING REPLACEMENT, DEMO EXHAUST FAN/PROVIDE NEW IN NEW LOCATION, NEW ROOF TOP HVAC, NEW SCREEN, RAISED ELEVATOR ROOF, REPLACEMENT LIGHTING. SITE: SITE IMPROVEMENTS, TRASH ENCLOSURE, RELOCATION OF MAIN UTILITIES, RELOCATED DRIVE ACCESSES, FENCES AND GATES, NEW LANDSCAPE, HARDSCAPE AND PAVING, AND MONUMENT SIGN. SCOPE OF WORK INCLUDES: THE INTERIOR BUILD OUT OF 15,186 NET SF ON THE 1ST AND 2ND FLOOR. SPACES INCLUDE NEW OPEN AND ENCLOSED OFFICES, NEW WORK ROOMS, NEW MULTI- PURPOSE ROOM, NEW RESTROOMS, NEW EXTERIOR CURTAIN WALL FACADE AND AN EXTERIOR DECK/PATIO SPACE. DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE UNDER SEPARATE PERMIT 1.SIGNAGE 2. MONUMENT SIGN IMPROVEMENTS 08/10/2018 100% DD PROGRESS SET 12/20/2018 PLAN CHECK SUBMITTAL 1 10/25/2019 PLAN CHECK RE-SUBMITTAL 2 09/23/2020 PLAN CHECK RE-SUBMITTAL 3 11/12/2020 PLAN CHECK RE-SUBMITTAL 6 07/02/2021 CHANGE OF USE SUBMITTAL MODIFICATION THE CITY OF NEWPORT BEACH BUILDING AND FIRE STAFF NOTED CONFLICTING INFORMATION BETWEEN THE 2016 CALIFORNIA BUILDING CODE AND THE 2016 CALIFORNIA FIRE CODE FOR RATED CORRIDORS. AFTER DISCUSSIONS WITH THE OFFICE OF THE STATE FIRE MARSHAL, IT WAS DETERMINED THAT A PRINTER’S ERROR CAUSED THE CONFLICT. THE MODEL CODES (INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL FIRE CODE) SUBSTANTIATED THAT 1-HOUR RATED CORRIDORS ARE NOT REQUIRED IF THE BUILDING IS PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM. HOWEVER, A MOD IS REQUIRED TO RESOLVE THIS ISSUE BECAUSE CODE SECTION 102.10 – CONFLICTING PROVISIONS DICTATE THAT THE MORE RESTRICTIVE CODE SHALL BE USED WHEN THERE IS A CONFLICT. THE MOD IS ADMINISTRATIVE IN NATURE TO ARCHIVE THE DECISION TO HONOR THE 2016 CALIFORNIA BUILDING CODE PROVISIONS OVER THE CALIFORNIA FIRE CODE DUE TO THE PRINTER’S ERROR. A MODIFICATION HAS BEEN FILLED OUT AND SUBMITTED TO THE CITY ALONG WITH THE PLAN CHECK CORRECTIONS. REFER TO G0.101 FOR APPROVED DOCUMENT. BUILDING ADDRESS: 1499 MONROVIA AVENUE, NEWPORT BEACH, CA 92663 PCL 2 OF LOT LINE ADJUSTMENT NO LA2007-002 (PA2007-039) NUMBER OF STORIES:2 PARCEL #: 424-401-14 ZONING: RM2420 (APPROVED COMMERCIAL USE EXCEPTION) OCCUPANCY TYPE:MIXED USE, NON-SEPARATED " E " OCCUPANCY (CBC 508.3) E EDUCATION A-3 ASSEMBLY B OFFICE CONSTRUCTION TYPE:TYPE II-B ( FULLY SPRINKLERED PER NFPA 13) FIRE PROTECTION SYSTEMS:ENTIRE BUILDING IS TO BE EQUIPPED WITH AN EMERGENCY VOICE / ALARM AND DETECTION COMMUNICATION SYSTEM IN ACCORDANCE WITH 907.5.2.2. STANDPIPE:CLASS I FIRE RESISTANCE RATING REQUIRED PROVIDED PRIMARY STRUCTURAL FRAME 0 HR 0 HR BEARING WALLS- EXTERIOR 0 HR N/A INTERIOR 0 HR 0 HR NONBEARING WALLS AND PARTITIONS PER CBC TABLE 602 (EXTERIOR) NONBEARING WALLS AND PARTITIONS 0 HR 0 HR (INTERIOR) FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS 0 HR 0 HR ROOF CONSTRUCTION AND 0 HR 0 HR ASSOCIATED SECONDARY MEMBERS FIRE RESISTANCE RATING REQ. FOR EXT. WALLS BASED ON FIRE SEPARATION DISTANCE (CBC TABLE 602): SEPARATION DISTANCE (X) X < 5: 1 HR 5 < X < 10: 1 HR 10 < X < 30: 0 HR X > 30: 0 HR WHERE TABLE 705.8 PERMITS NON BEARING EXTERIOR WALLS WITH UNLIMITED AREA OF UNPROTECTED OPENINGS, THE REQUIRED FIRE RESISTANCE RATING FOR THE EXTERIOR WALL IS 0 HOURS. CBC SECTION 1027.6 EXTERIOR EXIT STAIRWAY AND RAMP PROTECTION EXCEPTION 2: SEPARATION FROM THE INTERIOR OF THE BUILDING IS NOT REQUIRED WHERE THE EXTERIOR EXIT STAIRWAY OR RAMP IS SERVED BY AN EXTERIOR EXIT RAMP OR BALCONY THAT CONNECTS TWO REMOTE EXTERIOR EXIT STAIRWAYS OR OTHER APPROVED EXITS WITH A PERIMETER THAT IS NOT LESS THAN 50 PERCENT OPEN. TO BE CONSIDERED OPEN, THE OPENING SHALL BE NOT LESS THAN 50 PERCENT OF THE HEIGHT OF THE ENCLOSING WALL, WITH THE TOP OF THE OPENINGS NOT LESS THAN 7 FEET ABOVE THE TOP OF THE BALCONY. MAX AREA OF EXT. WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION ( CBC TABLE 705.8): 0 TO LESS THAN 3 (UP, S): NOT PERMITTED 3 TO LESS THAN 5 (UP, S): 15% 5 TO LESS THAN 10 (UP, S): 25% 10 TO LESS THAN 15 (UP, S): 45% 15 TO LESS THAN 20 (UP, S): 75% 20 OR GREATER (UP, S): NO LIMIT ALLOWABLE AREA OF OPENINGS: THE MAXIMUM AREA OF UNPROTECTED AND PROTECTED OPENINGS PERMITTED IN AN EXTERIOR WALL IN ANY STORY OF A BUILDING SHALL NOT EXCEED THE PERCENTAGE SPECIFIED IN TABLE 705.8. MINIMUM DISTANCE OF PROJECTION: FIRE SEPARATION DISTANCE / MIN DISTANCE FROM LINE USED TO DETERMINE FSD 0-2 FEET PROJECTIONS NOT PERMITTED >2 FEET TO 3 FEET 24" >3 FEET TO LESS THAN 30 FEET 24" PLUS 8 INCHES FOR EVERY FOOT OF FSD BEYOND 3 FEET CBC 705.2.1- NON COMBUSTIBLE MATERIALS OF PROJECTION AT TYPE II CONSTRUCTION PROJECTIONS FROM WALLS OF TYPE I OR II CONSTRUCTION SHALL BE OF NONCOMBUSTIBLE MATERIALS OR COMBUSTIBLE MATERIALS AS ALLOWED BY SECTIONS 1406.3 AND 1406.4. CBC 603.1 ALLOWABLE COMBUSTIBLE MATERIALS IN TYPE II CONSTRUCTION COMBUSTIBLE MATERIALS SHALL BE PERMITTED IN BUILDINGS OF TYPE I OR TYPE II CONSTRUCTION IN THE FOLLOWING APPLICATIONS AND IN ACCORDANCE WITH SECTIONS 603.1.1 THROUGH 603.1.3. SHAFT ENCLOSURES (PER CBC SECTION 713.4):1 HR MIN ROOF COVERING CLASSIFICATION FOR CONSTRUCTION TYPE II-B (CBC SECTION 1505.1):CLASS C INTERIOR WALL AND CEILING FINISH REQUIREMENT BY OCCUPANCY (PER CBC TABLE 803.11): INTERIOR EXIT STAIRWAYS/ PASSAGEWAY- B CORRIDORS AND ENCLOSURE FOR EXIT ACCESS- (E)- C ROOMS AND ENCLOSED SPACES- C CODES / REGULATIONS: CBC 2019, CMC 2019, CA ENERGY CODE, CEC 2019, CPC 2019, CA TITLE 24 ACCESSIBILITY, FEDERAL ADAAG 2010, CFC 2019, NEC 2017, NEWPORT BEACH MUNICIPAL CODE 07/01/2021 USE PERMIT AMENDMENT UP DN DN DN F.E . C . ( N ) DN UP DN F.E . C . ( N ) F.E.C.(N) 571 SF CLASSROOM 101 1:2029 435 SF CLASSROOM 102 1:20 22 432 SF CLASSROOM 103 1:2022 919 SF BIO CHEM LAB 104 1:50 19 199 SF LAB PREP 106 1:50 4 889 SF BIO CHEM LAB 105 1:50 18 245 SF CONFERENCE 114 1:1517 93 SF OFFICE 116 1:150 1 97 SF OFFICE 117 1:1501 90 SF OFFICE 118 1:1501 98 SF ELECTRICAL 121 20 SF RISER 122 147 SF WOMENS 108 149 SF MENS 109 125 SF OFFICE 119A 1:150 1 164 SF TEAM ROOM 107 1:1512 93 SF MEETING RM 113 1:157 182 SF RECEPTION 120 1:150 2 180 SF HALLWAY 115 21 SF JAN 123 1:3001 17 SF TELECOM 124 1:300 1 EL. -18" FEDCB 2 3 4 5 6 1 27' - 8" O V E R A LL DIA G O N A L 8 1'-9" > 1/3 (1 2 7'-8") 8 1' - 9" DIS T A N C E B E T W E E N E XIT S GA 1 7 0.5 57 SF RESTROOM 110 6' - 3 1/2"92' - 5"7' - 5 1/2" 21 ' - 4 1 / 2 " 90 ' - 3 " LOBBY 100 HALLWAY 126 HALLWAY 127 HALLWAY 128 HALLWAY 129 STAIRS #01 STAIRS #02 46 SF SWITCHGEAR ALCOVE 131 DOWN FROM LEVEL 2 189'-1" TRAVEL DIST. FROM TRAINING RM #208 175'-2" TRAVEL DIST. (SPRINKLERED, 250' MAX) E01 #102 + #103 COMBINED 44 OCC EXT WALKWAY 132 EXT WALKWAY 136 EXT WALKWAY 135 EXT WALKWAY 133 EXT WALKWAY 134 369 SF EXT PATIO 137 1:1526 378 SF EXT PATIO 138 1:15 26 EXT WALKWAY 139 E02E02 E02 E07 E07 41 OCC TOTAL 246 SF STAFF WORK ROOM 112 1:1517 53 SF ELEV MACH 125 162 SF HALLWAY 111 E07 E07 E03 E03 E02 E13E13 E13 DN UP E13 124 SF OFFICE 119B 1:150 1 21 21 E14 E14 434 SF CLASSROOM 203 1:20 22 435 SF CLASSROOM 202 1:2022 566 SF BREAKROOM 201 1:15 38 677 SF CLASSROOM 204 1:2034 641 SF STEM LAB 205 1:2033 612 SF STEM LAB 206 1:20 31 650 SF CLASSROOM 207 1:2033 548 SF TRAINING 208 1:15 37 OPEN TO BELOW 147 SF WOMENS 211 0 147 SF MENS 212 0 1078 SF MULTI PURPOSE ROOM 213 1:15 72 121 SF STORAGE 210 1:3001 FEDCB 2 3 4 5 6 12 1' - 3" O V E R A L L B UIL DIN G DIA G O N A L STAIRS #02 STAIRS #01 37'-8" COMMON PATH OF TRAVEL 80'-0" DISTANCE TO EXIT @ 2ND FLOOR LANDING (FROM CLASSROOM #204) 49'-1" COMMON PATH OF TRAVEL (2) S P A C E S C O MB I N E D ; 1 /3 D I S T A N CE = 2 0' - 7" 6 1 ' - 7 " O V E R A L L DIA G O NA L DISTANCE BETWEEN EXITS 21' - 0" GA 1 7 0.5 HALLWAY 215 HALLWAY 216 HALLWAY 217 HALLWAY 219 STAIR VESTIBULE 214 1319 SF EXTERIOR DECK 221 1:1588 28 SF EQUIP CLOSET 206A 1:300 1 72 #201 + #208 + #213 COMBINED 147 OCC #204 + #205 = 64 OCC #202 + #203 COMBINED 44 OCC 162 162 E04 E06 E06E06 E01 E01 E01 E01 E12 E07 E07 E07 E07 83'-7" DISTANCE TO EXIT @ 2ND FLOOR LANDING (FROM TRAINING #208) 67'-8" DECK TRAVEL DISTANCE STAIR VESTIBULE 218 72 34'-0" COMMON PATH OF TRAVEL 821 SF EXTERIOR DECK 222 1:15 55 30 x 48 30 x 48 E04 E03 E10E11 DI S T A N C E B E T W E E N D E C K E XI T S 6 8' - 1 0 " > 4 0' - 7 1 /2 " ( 1 /3 D I AGON AL )42' - 9" E12 E07 E07 E07E03 E03 E03 E04 E08 E04 E06 O V E R ALL DIA G O N A L O F E X TE RIO R D E C K 93' - 11" 0.0 0.1 0.2 ROOM NAME 1001A TRAVEL DISTANCE LINE PRIMARY EGRESS PATH COMMON PATH OF TRAVEL XXX SF 1: OCC LOAD XX ROOM TAG ROOM # SQUARE FOOTAGE OCCUPANT LOAD FACTOR OCCUPANT LOAD EXIT SIGN FIRE EXTINGUISHER CABINET SHEET NOTES LEGEND GENERAL NOTES Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States 1/8" = 1'-0" 7/ 1 / 2 0 2 1 3 : 0 8 : 1 5 P M \\ g e n s l e r .a d \ p r o j e c t s \ R e v i t U se r M o d e l s \ 1 6 5 9 6 \P a c i f i c a C h r i s t i a n _e d u c a t i o n s t u d y _d e t a c h e d _ S a n d y _C h u n g 5 V M F U . r v t G0.600 LIFE SAFETY / EGRESS PLANS 07.3425.000 PACIFICA CHRISTIAN RENOVATION PACIFICA CHRISTIAN 1499 MONROVIA AVENUE NEWPORT BEACH, CA 92663 A ACCESSORY USE AREAS THAT ORDINARILY ARE USED ONLY BY PERSONS WHO OCCUPY THE MAIN AREAS OF AN OCCUPANCY SHALL BE PROVIDED WITH MEANS OF EGRESS AS THOUGH THEY ARE COMPLETELY OCCUPIED, BUT THEIR OCCUPANT LOAD NEED NOT BE INCLUDED WHEN COMPUTING THE TOTAL OCCUPANT LOAD OF THE BUILDING. B PROVIDE MEANS OF EGRESS IDENTIFICATION USING EXIT SIGNS THAT ARE INTERNALLY OR EXTERNALLY ILLUMINATED ALONG THE PATH OF EXIT TRAVEL WITHIN THE MEANS OF EGRESS SYSTEM. THE EXIT SIGNS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS WHICH ARE EXIT SIGNS SHALL BE VISIBLE FROM ANY DIRECTION OF APPROACH AND EXIT SIGNS SHALL BE LOCATED TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL AND SUCH THAT NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. C EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL POWER SYSTEM (STORAGE BATTERIES, UNIT EQUIPMENT, OR AN ON SITE GENERATOR SET) OR AN APPROVED SELF LUMINOUS SYSTEM THAT PROVIDES CONTINUOUS ILLUMINATION INDEPENDENT OF THE EXTERNAL POWER SOURCE TO ENSURE THAT THE EXIT SIGNS ARE ILLUMINATED AT ALL TIME. MINIMU 90 MIN BATTERY BACKUP REQUIRED CBC 1011.5.3 D WHEN 2 EXITS ARE REQUIRED, THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE (11 LUX) AT THE WALKING SURFACE LEVEL. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES IN ACCORDANCE WITH CBC SECTION 1008.1; 1008.2 AND 1008.3. E THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE EGRESS SYSTEM. F ADDITIONAL APPROVED LOW LEVEL EXIT SIGNS WHICH ARE INTERNALLY OR EXTERNALLY ILLUMINATED, PHOTOLUMINESCENT OR SELF LUMINOUS SHALL BE PROVIDED IN ALL INTERIOR CORRIDOR IN AN A AND E OCCUPANCY G THE BOTTOM OF THE LOW LEVEL EXIT SIGN SHALL NOT BE LESS THAN 6 INCHES (152 MM) OR MORE THAN 8 INCHES (203 MM) ABOVE THE FLOOR LEVEL AND SHALL INDICATE THE PATH OF EXIT TRAVEL. FOR EXIT AND EXIT-ACCESS DOORS, THE SIGN SHALL BE ON THE DOOR OR ADJACENT TO THE DOOR WITH THE CLOSEST EDGE OF THE SIGN OR MARKER WITHIN 4 INCHES (102 MM) OF THE DOOR FRAME A EACH GRADE-LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD "EXIT". B EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: a. "EXIT STAIR DOWN" b. "EXIT RAMP DOWN" c. "EXIT STAIR UP" d. "EXIT RAMP UP" TACTILE SIGNAGE NOTES C EACH DOOR THAT LEADS DIRECTLY TO A GRADE- LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A EXIT SIGN WITH THE WORDS "EXIT ROUTE". D EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT". E EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS "TO EXIT". F REFER TO 01/G0.300 FOR DETAILS OF ALL TACTILE SIGNAGE. E01 OPERABLE PARTITION. E02 TACTILE SIGNAGE "EXIT" AT EXITS LEADING TO EXTERIOR OF BUILDING PER DETAIL 01/G0.300, COMPLYING WITH CBC SECTION 1013.4. E03 TACTILE SIGNAGE "EXIT ROUTE" AT EXITS LEADING INTO RATED CORRIDORS TO BUILDING EXITS PER DETAIL 01/G0.300, COMPLYING WITH CBC SECTION 1013.4. E04 TACTILE SIGNAGE "EXIT STAIR DOWN" AT CORRIDOR SIDE OF EXIT STAIRS ON UPPER FLOOR PER DETAIL 01/G0.300, COMPLYING WITH CBC SECTION 1013.4. E06 PROVIDE OCCUPANT LOAD SIGNAGE COMPLYING WITH CBC SECTION 1004.3. SEE DETAIL 02B/G0.300. E07 PROVIDE LOW LEVEL EXIT SIGNS ON BACK-UP POWER PER CBC SECTION 1013.7 AND 1013.8. E08 TACTILE SIGNAGE "TO EXIT" PER DETAIL 01/G0.300, COMPLYING WITH CBC SECTION 1013.4. E10 PROVIDE A TWO WAY COMMUNICATION SYSTEM COMPLYING WITH SECTIONS 1009.8.1 AND 1009.8.2. E11 PROVIDE SIGNAGE OF INSTRUCTIONS ON THE USE OF THE AREA UNDER EMERGENCY CONDITIONS PER CBC SECTION 1009.11. SIGNAGE TO COMPLY WITH CHAPTER 11B-703.5. SEE DETAIL 02D/G0.300. E12 PROVIDE ADDITIONAL OCCUPANT LOAD SIGNAGE FOR COMBINED OCCUPANTS COMPLYING WITH CBC SECTION 1004.3. SEE DETAIL 02B/G0.300. E13 PROVIDE ACTUATOR BOLLARD OR PUSH PLATE; REFER TO DOOR HARDWARE SCHEDULE A7.101. E14 PROVIDE PANIC DOOR HARDWARE AT EXTERIOR GATE. OCCUPANCY CALCULATIONS ROOM NUMBER NAME AREA LOAD FACTOR OCC LOAD OCCUPANCY LEVEL 01 1A ELEVATOR 60 SF 0 100 LOBBY 324 SF 0 101 CLASSROOM 571 SF 20 SF 29 E 102 CLASSROOM 435 SF 20 SF 22 E 103 CLASSROOM 432 SF 20 SF 22 E 104 BIO CHEM LAB 919 SF 50 SF 19 E 105 BIO CHEM LAB 889 SF 50 SF 18 E 106 LAB PREP 199 SF 50 SF 4 E 107 TEAM ROOM 164 SF 15 SF 12 A-3 108 WOMENS 147 SF 0 109 MENS 149 SF 0 110 RESTROOM 57 SF 0 111 HALLWAY 162 SF 0 112 STAFF WORK ROOM 246 SF 15 SF 17 A-3 113 MEETING RM 93 SF 15 SF 7 A-3 114 CONFERENCE 245 SF 15 SF 17 A-3 115 HALLWAY 180 SF 0 SF 0 116 OFFICE 93 SF 150 SF 1 B 117 OFFICE 97 SF 150 SF 1 B 118 OFFICE 90 SF 150 SF 1 B 119A OFFICE 125 SF 150 SF 1 B 119B OFFICE 124 SF 150 SF 1 B 120 RECEPTION 182 SF 150 SF 2 B 121 ELECTRICAL 98 SF 0 122 RISER 20 SF 0 123 JAN 21 SF 300 SF 1 S 124 TELECOM 17 SF 300 SF 1 S 125 ELEV MACH 53 SF 0 126 HALLWAY 290 SF 0 127 HALLWAY 388 SF 0 128 HALLWAY 155 SF 0 129 HALLWAY 146 SF 0 131 SWITCHGEAR ALCOVE 46 SF 0 7,216 SF 176 SCALE:1/8" = 1'-0" FLOOR PLAN - LEVEL 11 SCALE:1/8" = 1'-0" FLOOR PLAN - LEVEL 22 EXIT DOOR / OTHER EXIT COMPONENTS WIDTH AT BUILDING EXIT STAIR WIDTH 2ND FLOOR REQUIRED: 324 OCCUPANTS X 0.15" = 48.6" x 1/2 = 24.3" CLR PROVIDED: STAIRS #01: (1) STAIRS @ 46.00" = 46.0" > 44" COMPLIES STAIRS #02: (1) STAIRS @ 46.00" = 46.0" > 44" COMPLIES 1ST FLOOR REQUIRED: 176 OCCUPANTS X 0.15" =26.4" x 1/2 = 13.2" CLR PROVIDED: MAIN ENTRY: (2) DOORS @ 62.00" = 62.0" CLR > 13.2" COMPLIES BACK ENTRY: (1) DOOR @ 36.00" = 36.0" CLR > 13.2" COMPLIES OFFICE SUITE: (1) DOOR @ 34.00" = 34.0" > 13.2" COMPLIES 2ND FLOOR AT BUILDING:396 OCCUPANTS = [ 324 OCCUPANTS + 1/2 (143 OCCUPANTS @ EXT. DECK) ] REQUIRED: 396 OCCUPANTS X 0.2" = 79.20" X 1/2 = 39.6" CLR (MIN 44" CLR REQUIRED) PROVIDED: MAIN ENTRY STAIRS: (1) STAIRS @ 46.00" = 46" > 44" COMPLIES BACK ENTRY STAIRS: (1) STAIRS @ 46.00" = 46" > 44" COMPLIES AT DECK: REQUIRED:143 OCCUPANTS X 0.3" = 42.90" X 1/2 = 21.5" CLR (MIN 44" CLR REQUIRED) PROVIDED: EXIT STAIR #1: (1) STAIRS @ 46.00" = 46" > 44" COMPLIES EXIT STAIR #2: (1) STAIRS @ 44.00" = 44" COMPLIES 1ST FLOOR REQUIRED: 176 OCCUPANTS X 0.2" = 35.2" CLR (MIN 44" CLR REQUIRED) PROVIDED: BACK ENTRY STAIRS: (1) STAIRS @ 72.00" = 72" > 44" COMPLIES ROOM NUMBER NAME AREA LOAD FACTOR OCC LOAD OCCUPANCY LEVEL 02 2A ELEVATOR 60 SF 0 201 BREAKROOM 566 SF 15 SF 38 A-3 202 CLASSROOM 435 SF 20 SF 22 E 203 CLASSROOM 434 SF 20 SF 22 E 204 CLASSROOM 677 SF 20 SF 34 E 205 STEM LAB 641 SF 20 SF 33 E 206 STEM LAB 612 SF 20 SF 31 E 206A EQUIP CLOSET 28 SF 300 SF 1 S 207 CLASSROOM 650 SF 20 SF 33 E 208 TRAINING 548 SF 15 SF 37 A-3 210 STORAGE 121 SF 300 SF 1 S 211 WOMENS 147 SF 0 212 MENS 147 SF 0 213 MULTI PURPOSE ROOM 1,078 SF 15 SF 72 A-3 214 STAIR VESTIBULE 68 SF 0 215 HALLWAY 191 SF 0 216 HALLWAY 165 SF 0 217 HALLWAY 282 SF 0 218 STAIR VESTIBULE 89 SF 0 219 HALLWAY 223 SF 0 220 SC CLST 10 SF 0 7,170 SF 324 EXITING ANALYSIS NUMBER OF EXITS NUMBER OF OCCUPANTS 2ND FLOOR BUILDING: 324 OCCUPANTS TOTAL 1ST FLOOR BUILDING: 176 OCCUPANTS TOTAL 2ND FLOOR BUILDING: (2) EXITS PROVIDED; (2) REQUIRED = COMPLIES EXTERIOR DECK: (2) EXITS PROVIDED; (2) REQUIRED = COMPLIES 1ST FLOOR BUILDING: (3) EXITS PROVIDED; (2) REQUIRED = COMPLIES EXTERIOR PATIO: (2) EGRESS PATHS AVAILABLE = COMPLIES EXTERIOR DECK (FLR 2): 143 OCCUPANTS EXTERIOR PATIO (FLR 1): 52 OCCUPANTS LEVEL 01 132 EXT WALKWAY 675 SF 0 133 EXT WALKWAY 236 SF 0 134 EXT WALKWAY 563 SF 0 135 EXT WALKWAY 671 SF 0 136 EXT WALKWAY 796 SF 0 137 EXT PATIO 369 SF 15 SF 26 A-3 138 EXT PATIO 378 SF 15 SF 26 A-3 139 EXT WALKWAY 77 SF 0 3,763 SF 52 LEVEL 02 221 EXTERIOR DECK 1,319 SF 15 SF 88 A-3 222 EXTERIOR DECK 821 SF 15 SF 55 A-3 2,140 SF 143 (EXTERIOR) (EXTERIOR DECK) 08/10/2018 100% DD PROGRESS SET 12/20/2018 PLAN CHECK SUBMITTAL 1 10/25/2019 PLAN CHECK RE-SUBMITTAL 2 09/23/2020 PLAN CHECK RE-SUBMITTAL 3 11/12/2020 PLAN CHECK RE-SUBMITTAL 5 2/24/2021 BULLETIN #1 6 07/02/2021 CHANGE OF USE SUBMITTAL07/01/2021 USE PERMIT AMENDMENT NEW PARTITION 1 HR. RATED PARTITION REFER TO SHEET A6.104, A6.1 FOR PARTITION DETAILSCONCRETE PARTITION PARTITION LEGEND F.E . C . ( N ) UP F.E . C . ( N ) DN FEDCB 2 3 4 5 6 77 SF 71 SF 73 SF 47 SF 33 SF GA 1 7 0.5 77 SF 71 SF 73 SF 34 SF 51 SF 61 SF41 SF40 SF 544 SF 838 SF 775 SF771 SF 101 SF 165 SF 66 SF 120 SF 89 SF 97 SF 92 SF 244 SF 92 SF 203 SF 124 SF FEDCB 2 3 4 5 6 64 SF 265 SF 87 SF GA 1 7 0.5 545 SF 847 SF 648 SF624 SF 627 SF 551 SF 693 SF 120 SF 80 SF 70 SF 27 SF 242 SF 227 SF 71 SF 0.0 0.1 0.2 646 SF PLUMBING AREA CIRCULATION SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States As indicated 7/ 1 / 2 0 2 1 3 : 0 8 : 2 9 P M \\ g e n s l e r .a d \ p r o j e c t s \ R e v i t U se r M o d e l s \ 1 6 5 9 6 \P a c i f i c a C h r i s t i a n _e d u c a t i o n s t u d y _d e t a c h e d _ S a n d y _C h u n g 5 V M F U . r v t G0.700 PLUMBING ANALYSIS AND CALCULATIONS 07.3425.000 PACIFICA CHRISTIAN RENOVATION PACIFICA CHRISTIAN 1499 MONROVIA AVENUE NEWPORT BEACH, CA 92663 SCALE:1/8" = 1'-0" LEVEL 011SCALE:1/8" = 1'-0" LEVEL 022 OCCUPANTS CLASSIFICATION = "E" NON-SEPARATED OCCUPANCY LEVEL 1 PLUMBING OCCUPANTS CPC 2019 TABLE 422.1 OCCUPANT LOAD CALCULATION TOTAL: 4,989 SF 50 SF LEVEL 2 PLUMBING OCCUPANTS CPC 2019 TABLE 422.1 OCCUPANT LOAD CALCULATION TOTAL:6,434 SF 50 SF TOTAL: ALL FLOORS AREA LOAD FACTOR OCCUPANCY LOAD MALE FEMALE TOTAL BLDG OCCUPANT LOAD PER CPC 422.1 MALE TOILETS FEMALE LAVS TOILETS 1 PER 50 URINAL 1 PER 100 TOILETS LAVS 1 PER 301 PER 40 1 PER 40 DF MIN REQ'D TOTAL PRV'D 3 2 5 3 3 3 3 64 4 TOTAL E 11,423 SF 1:50 229 115 115 UNISEX URINAL 1 2 2 LEGEND E 08/10/2018 100% DD PROGRESS SET 12/20/2018 PLAN CHECK SUBMITTAL 1 10/25/2019 PLAN CHECK RE-SUBMITTAL 2 09/23/2020 PLAN CHECK RE-SUBMITTAL 3 11/12/2020 PLAN CHECK RE-SUBMITTAL 6 07/02/2021 CHANGE OF USE SUBMITTAL 1 PER 150 07/01/2021 USE PERMIT AMENDMENT F.E . C . ( N ) UP NEW TRASH ENCLOSURE WITH SOLID COVER. 100 SF (MIN 96 SF) NEW TRANSFORMER AND PAD EXISTING CURB RAMP NEW ROLLING GATE WITH ELECTRIC GATE OPERATOR AT 6'-0" MAX HT NEW ROLLING GATE WITH ELECTRIC GATE OPERATOR @ 42" MAX HT RELOCATED DRIVEWAYS 1499 MONROVIA RELOCATED DRIVEWAY YARD SETBACK 20' - 0" FRONT M O N R O V I A A V E N U E W 1 5 T H S T R E E T 18 SPACES 10 SPACES 34 SPACES ON E W A Y FIRE ACCESS LANE (E) UTILITY POLE TO BE RELOCATED FEDCB 2 3 4 5 6 BANNING RANCH MAIN BUILDING ENTRY 18' - 0"26' - 0"8' - 0" 22 ' - 0 " 8' - 6 " 9' - 0 " 5' - 0 " 9' - 0 " 8' - 0 " 9' - 0 " 8' - 6 " TY P 8' - 6 " 17' - 0"26' - 6"17' - 0" TY P 8' - 6 " TURNAROUND 26' - 0" 29 ' - 1 0 3 / 4 " 17' - 0"17' - 0"26' - 0"17' - 0"17' - 0"26' - 0"17' - 0" 8' - 6 " TY P 8' - 6 " SLOPED WALK @ 3.1% (5% MAX) NEW WALLS & GATE @ 42" MAX HT NEW METAL FENCING @ 72" MAX HT AFG TURNAROUND 12' - 0" PROVIDE DRAIN WITH SECONDARY TAP TO SEWER MAIN PROVIDE SECONDARY TAP TO SEWER MAIN 5' - 0 " PROPOSED FIRE BACKFLOW 3' - 10" EDGE OF EXISTING ASPHALT PARKING LOT GA 1 7 0.5________________09 A1.005 24 A1.004 ________________16 A1.004 L27 L27 L28 EXISTING CROSS WALK (E) (E) (E) (E) (E) (E) ________________01 A1.003 L19 L19 L19 L19 L19L19L19 4 0 6 .8 0 (P R O P E R T Y L I N E ) 19 6 . 3 2 ( P R O P E R T Y L I N E ) 356.37 (PROPERTY LINE)60.0 (PROPERTY LINE) 6 8 .5 0 (P R O P E R T Y L I N E ) 22 9 . 3 6 ( P R O P E R T Y L I N E ) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 17 18 19 20 21 22 16 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 AC1 AC2 AC3 36" MAX HT SIGNAGE 42" MAX HT FENCE, TYP 6'-0" MAX HT FENCE 10 ' - 0 " 10' REAR LOT LINE 18.17 ' 1 0 ' R E A R L O T L I N E20.7 2 ' REAR SETBACK 10' - 0" 8' - 3 " S ID E Y A R D 8' - 3 " S E T B A C K D R I V E A I S L E 1 4 ' - 0 " SIDE YARD 8' - 3" SE T B A C K 8' - 3 " BLDG PROJECTION TO TRASH ENCLOSURE 171' - 2" BLDG PROJECTION TO CL STREET 37' - 2" TO P.L. 7' - 1" TO P.L. 10' - 10" T O P. L . 1 8' - 1 0 " BL D G P R O J E C T I O N T O P . L . 69 ' - 1 1 " 13' - 7" TRASH ENCLOSURE TO P.L. 35' - 10" TO P.L. 22' - 2" PUBLIC UTILITY EASEMENT 60' - 0" 1 5 9 ' - 1 1 " V .I.F . (E X I S T I N G G A R D E N W A L L T O R E M A I N ) 1 0 0' - 0 1 /2 " (N ) C O N C R E T E W A L L (E) GARDEN WALL TO BE REMOVED AND REPLACED WITH (N) CONCRETE WALL AT 6'-0" MAX HT, REFER TO STRUCTURAL 6 8 ' - 5 " (N ) F E N C E O N C O N C R E T E C U R B 1 3' - 8 " V .I.F .(M E T A L F E N C I N G O N C U R B ) NEW METAL FENCING WITH MATCHING LOCKING GATE, REFER TO LANDSCAPE DWGS. FOR ALL FENCING DETAILS PROVIDE QUICK COUPLERS FOR HOSE CONNECTIONS IN LANDSCAPE IN LIEU OF HOSE BIBBS ON WALL PROVIDE QUICK COUPLERS FOR HOSE CONNECTIONS IN LANDSCAPE IN LIEU OF HOSE BIBBS ON WALL 1 H R R A T E D 1 0' - 0 " S E T B A C K UP BIKE RACKS PER LANDSCAPE DWGS L33a L33 L33 L33 (N) POURED IN PLACE CONCRETE SIGN WITH METAL CLADDING; REFER TO A1.004 FOR LOCATION AND DETAILS J FIRE HYDRANT CLR 4' - 0" (2) STEPS@ 12" TREAD DEPTH AND 7" MAX RISER HT; SEE 05 / A1.006 FOR DETAIL P R O P O S E D @ 7 2 " A F G M A X H T @ 7 2 " A F G M A X H T A L L O W E D P E R Z O N IN G @ 6'-0 " A F G M A X H T P E R C IVIL F S D 1 0 ' - 0 " FSD 10' - 0" FSD 10' - 0" 17' - 10" FSD 19' - 1" FSD 21' - 11" FSD 11' - 7" FSD 11' - 7" FSD MONUMENT SIGN IMPROVEMENTS UNDER SEPARATE REVIEW AND PERMIT 0.0 0.1 0.2 2 2 ' - 1 1 " (E ) F E N C E / W A L L T O R E M AIN 5 4' - 4 1/4 " (N ) F E N C E O N C O N C R E T E C U R B P R O P O S E D @ 7 2 " A F G M A X H T 1 4 ' - 0 1 / 8 " NEW METAL FENCING @ 72" MAX HT AFG (E) FENCE/ WALL TO REMAIN IN FRONT YARD SETBACK ________________13 A1.005 (E) CONCRETE SIGN TO BE DEMOLISHED RIGHT OF WAY 22' - 0" L33 L33 L33 L33 L33 L31 L31 L31 L31 L31A L31 L31 L31 L31 PROPERTY LINE SET BACK LINE NEW PLANTING AREA (REFER TO LANDSCAPE & CIVIL FOR ADDITIONAL SCOPE AND INFO) PLANTING; REFER TO LANDSCAPE DWGS PLANTING; REFER TO LANDSCAPE DWGS TREE; REFER TO LANDSCAPE DWGS ARTIFICIAL TURF (REFER TO LANDSCAPE & CIVIL FOR ADDITIONAL SCOPE AND INFO) EXTERIOR CONCRETE (REFER TO LANDSCAPE & CIVIL FOR ADDITIONAL SCOPE AND INFO) EXTERIOR CONCRETE (SANDBLAST) (REFER TO LANDSCAPE & CIVIL FOR ADDITIONAL SCOPE AND INFO) FIRE SEPARATION LINE NOTE:AREA FROM PROPERTY LINE TO FIRE SEPARATION DISTANCE LINE OF 10' - 0" REQUIRES 1 HR FIRE RATING. 53 STANDARD 02 ACCESSIBLE 0 ACCESSIBLE VAN 55 TOTAL SPACES 57 STANDARD 02 ACCESSIBLE 01 ACCESSIBLE VAN 02 STANDARD FOR FUTURE CHARGING STATION 62 TOTAL SPACES EXISTING: PROPOSED: 109.12 TW 103.12 FL 109.54 TW 103.54 FL 109.79 TW109.79 TW 103.79 FS 103.7 FG TOP OF CURB TO BE 6" ABOVE GRADE; REFER TO CIVIL DRAWINGS FENCE ON CONCRETE CURB ASSEMBLY 104.8 FG 104.62 FG 105.2 FG 105.51 FS 105.41 FS 105.92 FS 106 FS 105.24 FS (E) 6'-0" HT 22' - 11" 6' - 0" MAX HT AFG 54' - 4 3/8" 6' - 0" MAX HT 13' - 8" BIKE RACK AREA 42"HT PER PLAN CHECK CORRECTION 68' - 4 3/4" (109.7 TW) 104.67 FG 105.17 TC RIGHT OF WAY SETBACK FRONT YARD SETBACK 6' - 0 " CL CURB NEW 6'-0" HT CONCRETE WALL PER CIVIL 100' - 0 1/2" (E) WALL/ FENCE FENCE ON CONCRETE CURB ASSEMBLY TO REMAIN FENCE ON CONCRETE CURB EXISTING 6'-0" HT CONCRETE GARDEN WALL TO REMAIN 159' - 11" 6' - 0 "FENCE TO SLOPE WITH GRADE/ TOP OF CURB 6' - 0 " EQEQ GATE (PROPOSED INCREASE TO 6' AS ALLOWED PER ZONING SIDE YARD FENCE)WALL / FENCE TO REMAIN AFG TOP OF CURB TO BE 6" ABOVE GRADE; REFER TO CIVIL DRAWINGS 6' - 0 " FENCE TO SLOPE WITH GRADE/ TOP OF CURB Ref North © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States As indicated 7/1/2021 12:32:50 PM BIM 360://007.3425.000 - Pacifica Christian/Pacifica Christian_CENTRAL-v19.rvt A1.001 SITE PLAN 07.3425.000 PACIFICA CHRISTIAN RENOVATION PACIFICA CHRISTIAN 1499 MONROVIA AVENUE NEWPORT BEACH, CA 92663 SCALE:1/16" = 1'-0" PROPOSED SITE PLAN01 LEGEND PARKING ANALYSIS TRASH ENCLOSURE 1. PER CFC SECTION 304.3.2 CAPACITY EXCEEDING 5.33 CUBIC FEET. CONTAINERS WITH A CAPACITY EXCEEDING 5.33 CUBIC FEET (40 GALLONS) SHALL BE PROVIDED WITH LIDS. CONTAINERS AND LIDS SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS OR OF COMBUSTIBLE MATERIALS WITH A PEAK RATE OF HEAT RELEASE NOT EXCEEDING 300 KW/M2 WHERE TESTED IN ACCORDANCE WITH ASTM E1354 AT AN INCIDENT HEAT FLUX OF 50 KW/M2 IN THE HORIZONTAL ORIENTATION. EXCEPTION: WASTEBASKETS COMPLYING WITH SECTION 808. 304.3.3 CAPACITY EXCEEDING 1.5 CUBIC YARDS. DUMPSTERS AND CONTAINERS WITH AN INDIVIDUAL CAPACITY OF 1.5 CUBIC YARDS (40.5 CUBINC FEET) OR MORE SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS, OR COMBUSTIBLE ROOF EAVE LINES. EXCEPTIONS: 1. DUMPSTERS OR CONTAINERS IN AREAS PROTECTED BY AN APPROVED AUTOMATIC SPRINKLER SYSTEM INSTALLED THROUGHOUT IN ACCORDANCE WITH SECTION 903.3.1.1, 903.3.1.2, OR 903.3.1.3.2. STORAGE IN A STRUCTURE SHALL NOT BE PROHIBITED WHERE THE STRUCTURE IS OF TYPE I OR IIA CONSTRUCTION. LOCATED NOT LESS THAN 10 FEET FROM OTHER BUILIDNGS AND USED EXCLUSIVELY FOR DUMPSTER OR CONTAINER STORAGE. 304.3.4 CAPACITY OF 1 CUBIC YARD OR MORE. DUMPSTERS WITH AN INDIVIDUAL CAPACITY OF 1.0 CUBIC YARD (200 GALLONS OR MORE) SHALL NOT BE STORED IN BUILDINGS OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS THE DUMPSTERS ARE CONSTRUCTED OF NON- COMBUSTIBLE MATERIALS OR OF COMBUSTIBLE MATERIALS WITH A PEAK RATE OF HEAT RELEASE NOT EXCEEDING 300 KW/M2 WHERE TESTED IN ACCORDANCE WITH ASTM E1354 AT AN INCIDENT HEAT FLUX OF 50 KW/M2 IN THE HORIZONTAL ORIENTATION. 08/10/2018 100% DD PROGRESS SET 12/20/2018 PLAN CHECK SUBMITTAL 09/28/2019 UPDATED BACKGROUNDS TO ENGINEERS 1 10/25/2019 PLAN CHECK RE-SUBMITTAL 2 09/23/2020 PLAN CHECK RE-SUBMITTAL 3 11/12/2020 PLAN CHECK RE-SUBMITTAL 4 12/11/2020 PLAN CHECK RE-SUBMITTAL 5 2/24/2021 BULLETIN #1 6 04/08/2021 ASK SITE GENERAL NOTES 1. ALL SITE POWER / LIGHTING TO BE ON TIMERS AND SENSORS AS REQUIRED WITH MANUAL OVERRIDE. REFER TO A1.003 AND ELECTRICAL / SITE LIGHTING PLAN E1.001 FOR MORE INFO. 2. ALL OUTDOOR LIGHTING FIXTURES SHALL BE DESIGNED, SHIELDED, AIMED, LOCATED, AND MAINTAINED TO SHIELD ADJACENT PROPERTIES AND TO NOT PRODUCE GLARE ONTO ADJACENT PROPERTIES OR ROADWAYS. PARKING LOT LIGHT FIXTURES AND LIGHT FIXTURES ON BUILDINGS SHALL BE FULL CUT OFF FIXTURES. IF IN THE OPINION OF THE DIRECTOR EXISTING ILLUMINATION CREATES AN UNACCEPTABLE NEGATIVE IMPACT ON SURROUNDING LAND USES OR SENSITIVE HABITAT AREAS THE DIRECTOR MAY ORDER THE DIMMING OF LIGHT SOURCES OR OTHER REMEDIATION UPON FINDING THAT THE SITE IS EXCESSIVELY ILLUMINATED. SCALE:1/16" = 1'-0" SITE FENCE ELEVATION AT PROPERTY LINE02 07/01/2021 USE PERMIT AMENDMENT © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2015 Tel 949.863.9434 Fax 949.553.1676 4675 MacArthur Court Suite 100 Newport Beach, CA 92660 United States 7/1/2021 4:45:28 PM \\gensler.ad\projects\RevitUserModels\16596\Pacifica Christian_education study_detached_Sandy_Chung5VMFU.rvt LTG-01 PHOTOMETRIC PLANS 07.3425.000 PACIFICA CHRISTIAN RENOVATION PACIFICA CHRISTIAN 1499 MONROVIA AVENUE NEWPORT BEACH, CA 92663 FOR REFERENCE ONLY OVERALL SITE AND DECK PHOTOMETRICS DRAWING 04/08/2021 ASK07/01/2021 USE PERMIT AMENDMENT