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WH
<br />FD
<br />FD
<br />UP UP
<br />UP
<br />UP
<br />UP
<br />EXISTING PLANNING & BUILDING TABULATIONS
<br />SCOPE OF WORK
<br />CONVERSION OF EXISTING STORAGE ROOM TO YOUTH ASSEMBLY ROOM (1,445 SF TOTAL AREA) - AS APPROVED UNDER CONDITIONAL USE PERMIT NO. 2022-13:
<br /> CONSTRUCTION OF (1) INTERIOR PARTITION & (1) DOOR
<br /> MODIFICATION OF EXISTING MECHANICAL & LIGHTING SYSTEMS
<br />PROJECT DIRECTORY
<br />TENANT/CLIENT:
<br />COMPASS BIBLE CHURCH
<br />CONTACT: BOB DUMONT
<br />2909 DAIMLER STREET
<br />SANTA ANA, CA 92705
<br />TEL: (714) 290 - 2593
<br />EMAIL: BOB@COMPASSCHURCH.ORG
<br />OWNER:
<br />DAIMLER COMMERCE PARTNERS, LP
<br />2 TASMAN SEA
<br />NEWPORT COAST, CA 92657
<br />EMAIL: FHUANG39@GMAIL.COM
<br />ARCHITECT/ APPLICANT:
<br />ELEMENTS ARCHITECTURE, INC.
<br />6B LIBERTY, SUITE 100
<br />ALISO VIEJO, CA 92656
<br />CONTACT: SHELLEY MACDONALD
<br />TEL: (714) 917-7244
<br />EMAIL: STHOMPSON@ELEMENTSARCH.COM
<br />PROJECT:COMPASS BIBLE CHURCH - YOUTH ROOM
<br />PROJECT ADDRESS:2909 DAIMLER STREET
<br />SANTA ANA, CA 92705
<br />LEGAL DESCRIPTION:THE LAND REFERRED TO HEREIN BELOW IS
<br />SITUATED IN THE COUNTY OF ORANGE, STATE OF
<br />CALIFORNIA, & IS DESCRIBED AS FOLLOWS:
<br />PARCEL 2, IN THE CITY OF SANTA ANA, COUNTY OF
<br />ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILED
<br />IN BOOK 30 PAGE 19 OF PARCEL MAPS, IN THE OFFICE OF
<br />THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA.
<br />EXCEPTIN THEREFROM, ONE-HALF OF ALL OIL, GAS,
<br />MINERALS, HYDROCARBONS & ASSOCIATED SUBSTANCES
<br />LYING BELOW A DEPTH OF 500 FT. FROM THE SURFACE
<br />OF SAID LAND, W/O THE RIGHT OF SURFACE OR
<br />SUBSURFACE ENTRY ABOVE A DEPTH OF 500 FT. FROM
<br />THE SURFACE OF SAID LAND, AS RESERVED IN DEED
<br />RECORDED AUGUST 9, 1968 IN BOOK 8685 PAGE 900
<br />OF OFFICIAL RECORDS OF ORANGE COUNTY.
<br />ACCESSORS PARCEL NO.:430-191 -08
<br />FLOOR AREA RATIO:0.39
<br />ZONING DESIGNATION:PROFESSIONAL (P)
<br />LAND USE DESIGNATION:PROFESSIONAL & ADMINISTRATIVE OFFICE (PAO)
<br />LOT NUMBER(S):LOT 116
<br />LOT AREA:122,099 SF = 2.803 AC. (NO PROPOSED CHANGE)
<br />NUMBER OF STORIES:TWO
<br />CONSTRUCTION TYPE:TYPE III-B
<br />OCCUPANCY CLASSIFICATION:ASSEMBLY (A-3), BUSINESS (B), STORAGE (S-2)
<br />*C.B.C. SEC. 508.3 NON-SEPARATED OCCUPANCIES
<br />ALLOWABLE ACTUAL
<br />BUILDING AREA:28,500 SF 23,538 SF
<br />BUILDING HEIGHT:75 FT.+/-22 FT.
<br />NO. OF STORIES:THREE TWO
<br />ZONING:
<br />REQUIRED PROVIDED
<br />MAX. STRUCTURE HEIGHT:+35 FT.+/-22 FT.
<br />SETBACKS:
<br />FRONT: 15 FT.54.28 FT.
<br />SIDE (STREET ABUTMENT): 15 FT.N/A
<br />SIDE (INT. SIDE PROP. LINES): 5 FT.35.00 FT.
<br />REAR (*): 50 FT.N/A
<br />REAR: 10 FT.44.61 FT.
<br />(*) MAINTAIN SETBACK IF LOT ABUTTING ON REAR PROPERTY LINE IS A PARCEL USED OR ZONED FOR
<br />RESIDENTIAL PURPOSES.
<br />CONSTRUCTION TYPE:III-B, FULLY SPRINKLERED (NFPA 13)
<br />OCCUPANCY CLASSIFICATION:A3, B, S2 (NON-SEPARATED PER CBC 508.3)
<br />EXISTING BUILDING AREAS:
<br /> OVERALL BUILDING
<br />GROUND FLOOR
<br />ADJACENT TENANTS (B OCCUPANCY) = 23,888 SF
<br />COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 19,850 SF
<br />TOTAL 43,738 SF
<br />SECOND FLOOR
<br />COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 3,688 SF
<br />TOTAL 3,688 SF
<br />TOTAL 47,426 SF
<br /> TENANT AREA
<br />GROUND FLOOR
<br />COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 19,850 SF
<br />SECOND FLOOR
<br />COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 3,688 SF
<br />TOTAL 23,538 SF
<br />HEIGHT (PER CBC TABLE 504.3): ALLOWABLE ACTUAL
<br />60' *22'-0 (EXISTING)
<br />*USE A OCCUPANCY; MOST RESTRICTIVE
<br />STORIES (PER CBC TABLE 504.4): ALLOWABLE ACTUAL
<br />2*2 (EXISTING)
<br />*USE A-3 OCCUPANCY; MOST RESTRICTIVE
<br />ALLOWABLE AREA (PER CBC TABLE 506.2): ALLOWABLE ACTUAL
<br />24,000 SF**19,850 SF (GROUND)
<br />3,688 SF (SECOND)
<br />48,000 SF **23,538 SF (TOTAL)
<br />**Aa = (At + (NS X If) X Sa
<br />= (18,000 + (6, 000 X 1 ) X 2
<br />= 48,000 (24,000 PER FLOOR)
<br />VICINITY MAPKEY SITE PLAN
<br />PLANNING
<br />BUILDING
<br />ELECTRICAL & MECHANICAL ENGINEER:
<br />MEP ENERGY SOLUTIONS GROUP, INC.
<br />79705 STAR FLOWER TRAIL
<br />LA QUINTA, CA 92253
<br />CONTACT: BENNETT HEALY
<br />TEL: (562) 439 - 2935
<br />EMAIL: BHEALY@MEPESG.COM
<br />ABBREVIATIONS:
<br />GENERAL NOTES
<br />1. THE ARCHITECT WILL BE THE INTERPRETER OF THE REQUIREMENTS OF THE CONSTRUCTION
<br />DOCUMENTS & THE JUDGE OF THE PERFORMANCE THERE UNDER BY BOTH THE OWNER & THE
<br />CONTRACTOR.
<br />2. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & AS REQUIRED BY THE CURRENT
<br />EDITION OF THE C.B.C., & LOCAL CODES & AUTHORITIES.
<br />3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK.
<br />SHOULD A DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS OR IN THE WORK DONE BY
<br />OTHERS FROM THE CONSTRUCTION DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT
<br />AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE
<br />WORK KNOWING OF AN ERROR, INCONSISTENCY, OR OMISSION IN THE CONTRACT DOCUMENTS
<br />WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD
<br />ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECT.
<br />4. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS & SPECIFICATIONS, THE SPECIFICATIONS
<br />SHOULD TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN
<br />OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD &/OR MATERIALS.
<br />5. THE CONTRACTOR SHALL CONFINE THEIR OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE
<br />OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES,
<br />PERMITS & THE CONTRACT DOCUMENTS.
<br />6. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS & LITTER, &
<br />SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-
<br />CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL
<br />TRASH & DEBRIS AS A RESULT OF HIS OPERATIONS.
<br />7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT
<br />DAMAGE & DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE
<br />REJECTION OF WORK.
<br />8. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF THEIR WORK THAT MAY BE
<br />REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY & SHALL NOT ENDANGER ANY
<br />WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL
<br />PATCHING, REPAIRING & REPLACING OF MATERIALS & SURFACES, CUT OR DAMAGED IN EXECUTION
<br />OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON
<br />COMPLETION MATCH SURROUNDING SIMILAR SURFACES.
<br />9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE
<br />COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE ARCHITECT. ALL SUCH
<br />PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS & SAMPLES.
<br />10. DIMENSIONS:
<br />A. ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE.
<br />B. ALL DIMENSIONS TO WOOD STUDS ARE TO FACE OF FRAMING, U.O.N.
<br />C. ALL DIMENSIONS TO METAL STUDS ARE TO CENTER OF FRAMING, U.O.N.
<br />D. CEILING HEIGHT DIMENSIONS ARE FROM THE FINISH FLOOR SLAB TO THE FACE OF CEILING
<br />FINISH MATERIAL UNLESS OTHERWISE NOTED.
<br />11. SAMPLES OF ALL COLORS & MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW &
<br />APPROVAL PRIOR TO ORDERING OF PRODUCTS OR COMMENCING RELATED WORK.
<br />12. SUBSTITUTIONS OF MATERIALS HAVING LIKE QUALITY TO THOSE SPECIFIED OR NOTED WILL BE
<br />CONSIDERED BY THE ARCHITECT. WHERE DESIGN OR DETAIL MODIFICATIONS ARE REQUIRED TO
<br />INCORPORATE THESE SUBSTITUTIONS, THE CONTRACTOR SHALL PROVIDE ALL DRAWINGS & DATA
<br />TO THE ARCHITECT FOR APPROVAL AS REQUESTED TO VERIFY THE QUALITY & CHARACTER OF THE
<br />PRODUCTS & SHOWING THEIR CORRECT INCORPORATION INTO THE PROJECT. THE CONTRACTOR
<br />SHALL NOT MAKE CHANGES WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT.
<br />13. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL SUB-CONTRACTORS HAVE
<br />ACCESS TO ALL OF THE VARIOUS DISCIPLINE DRAWINGS TO ACCOMPLISH THE WORK SPECIFIED IN
<br />THE CONTRACT DOCUMENTS.
<br />14. AT LEAST 50% OF CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED.
<br />15. PROVIDE ALL NECESSARY BLOCKING, BACKING & FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS,
<br />A/C EQUIPMENT & ALL OTHER ITEMS AS REQUIRED.
<br />16. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODE TO ALL CONCEALED SPACES,
<br />VOIDS, ATTICS, ETC. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION.
<br />17. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER PIPING & CONDUITS, THE LARGER
<br />STUD SIZE OR FURRING SHALL EXTEND THE FULL LENGTH OF THE WALL WIDTH & LENGTH WHERE
<br />THE FURRING OCCURS.
<br />18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FEES & FOR OBTAINING THE PERMITS FOR THE
<br />MECHANICAL, ELECTRICAL & PLUMBING SYSTEMS. THESE SYSTEMS SHALL MEET THE
<br />REQUIREMENTS OF ALL LOCAL CODES & ORDINANCES, & THE REQUIREMENTS OF ALL CURRENT
<br />STATE & FEDERAL CODES.
<br />19. THE CONTRACTOR SHALL PAY FOR THE MAIN ARCHITECTURAL BUILDING PERMIT. THE CONTRACTOR
<br />WILL BE REIMBURSED BY THE OWNER FOR THE COST OF THIS PERMIT. ALL OTHER PERMIT FEES
<br />SHALL BE PAID BY THE GENERAL CONTRACTOR.
<br />20. THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO MAINTAIN BUILDING
<br />SAFEGUARDS, EXITS & FIRE PROTECTION DEVICES. PROTECT ADJACENT PROPERTIES, WORKERS,
<br />PEDESTRIANS & OTHER PERSONS DURING EXCAVATION & CONSTRUCTION OPERATIONS.
<br />21. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID
<br />WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS OR
<br />WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE
<br />PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM.
<br />SYMBOLS LEGEND
<br />DETAIL IDENTIFICATION
<br />BUILDING DETAIL:
<br />SHEET WHERE DETAIL LOCATED
<br />BUILDING SECTION:
<br />SECTION IDENTIFICATION
<br />SHEET WHERE SECTION LOCATED
<br />GRID LINE HEAD
<br />DOOR REFERENCE
<br />KEYNOTE REFERENCE
<br />REVISION
<br />?
<br />0
<br />1
<br />A101
<br />SIM
<br />1ROOM NUMBER Room name
<br />101
<br />AA-0 FINISH REFERENCE
<br />WALL TYPE REFERENCE
<br />DETAIL REFERENCE:
<br />DETAIL IDENTIFICATION
<br />SHEET WHERE DETAIL LOCATED
<br />1
<br />A101
<br />?
<br />?
<br />1 A101
<br /># POUND OR NUMBER
<br />@ AT
<br />℄ CENTERLINE
<br />∠ ANGLE
<br />⌀ DIAMETER
<br /> ---------------------------------------------
<br />A.B. ANCHOR BOLTS
<br />A.D. AREA DRAIN
<br />A/C AIR-CONDITIONING
<br />A.C. ASPHALTIC CONCRETE
<br />A.C.T. ACOUSTIC CEILING TILE
<br />ACCESS. ACCESSIBLE
<br />ACOUS. ACOUSTICAL
<br />ADJ. ADJUSTABLE
<br />AGGR. AGGREGATE
<br />ALUM. ALUMINUM
<br />ALT. ALTERNATE
<br />ANOD. ANODIZED
<br />APPROX. APPROXIMATE
<br />ARCH. ARCHITECTURAL
<br />ASPH. ASPHALT
<br />ASS. ASBESTOS
<br />ASSY. ASSEMBLY
<br /> ---------------------------------------------
<br />B.BASE
<br />B.N.BOUNDARY NAILING
<br />B.O.BOTTOM OF
<br />B.U.BUILT-UP
<br />BD.BOARD
<br />BETW.BETWEEN
<br />BEV.BEVEL
<br />BITUM.BITUMINOUS
<br />BLDG.BUILDING
<br />BLK.BLOCK
<br />BLKG.BLOCKING
<br />BM.BEAM
<br />BOT.BOTTOM
<br />BRG.BEARING
<br />BSMT.BASEMENT
<br /> ---------------------------------------------
<br />C.B. CATCH BASIN
<br />C.F. CUBIC FOOT
<br />C.G. CORNER GUARD
<br />C.I.P. CAST-IN-PLACE
<br />C.J. CONSTRUCTION JOINT
<br />C.I. CAST IRON
<br />C.M.U. CONCRETE MASONRY UNIT
<br />C.O. CASED OPENING
<br />C.Y. CUBIC YARD
<br />CAB. CABINET
<br />CEM. CEMENT
<br />CER. CERAMIC
<br />CHAM. CHAMFER(ED)
<br />CLG. CEILING
<br />CLKG. CAULKING
<br />CLO. CLOSET
<br />CLR. CLEAR
<br />CNTR. COUNTER
<br />CO. CLEANOUT
<br />COL. COLUMN
<br />CONC. CONCRETE
<br />CONN. CONNECTION
<br />CONSTR. CONSTRUCTION
<br />CONT. CONTINUOUS
<br />CORR. CORRIDOR
<br />CPT. CARPET
<br />CSMT. CASEMENT
<br />CT. CERAMIC TILE
<br />CTR. CENTER
<br />CTSK. COUNTERSUNK
<br /> ---------------------------------------------
<br />D.F.DRINKING FOUNTAIN
<br />D.H.DOUBLE HUNG
<br />D.L.DEAD LOAD
<br />D.S.P.DRY STANDPIPE
<br />DBL.DOUBLE
<br />DEMO.DEMOLITION
<br />DEP.DEPRESS(ED)
<br />DEPT.DEPARTMENT
<br />DIA.DIAMETER
<br />DIM.DIMENSION
<br />DISP.DISPENSER
<br />DIAG.DIAGONAL
<br />DN.DOWN
<br />DR.DOOR
<br />DS.DOWNSPOUT
<br />DTL.DETAIL
<br />DWG.DRAWING
<br />DWR.DRAWER
<br /> ---------------------------------------------
<br />E.EAST
<br />E.B.EXPANSION BOLT
<br />E.F.EACH FACE
<br />E.J.EXPANSION JOINT
<br />E.P.ELECTRICAL PANELBOARD
<br />E.W.C.ELECTRICAL WATER COOLER
<br />EA.EACH
<br />ELAST.ELASTOMERIC
<br />ELECT.ELECTRICAL
<br />ELEV.ELEVATION
<br />EMER.EMERGENCY
<br />ENCL.ENCLOSURE
<br />EQ.EQUAL
<br />EQUIP.EQUIPMENT
<br />EQUIV.EQUIVALENT
<br />ESMT.EASEMENT
<br />(E)EXISTING
<br />EXIST.EXISTING
<br />EXP.EXPANSION
<br />EXPO.EXPOSED
<br />EXT.EXTERIOR
<br /> ---------------------------------------------
<br />F.A.FIRE ALARM
<br />F.D.FLOOR DRAIN
<br />F.E.FIRE EXTINGUISHER
<br />F.E.C.FIRE EXTINGUISHER CABINET
<br />F.F.FINISH FLOOR
<br />F.H.FIRE HYDRANT
<br />F.H.C.FIRE HOSE CABINET
<br />F.N.FIELD NAILING
<br />F.O.FACE OF
<br />F.O.C.FACE OF CONCRETE
<br />F.O.F.FACE OF FINISH
<br />F.O.M.FACE OF MASONRY
<br />F.O.S.FACE OF STUD
<br />FAB.FABRICATE(D)(ION)
<br />FDN.FOUNDATION
<br />(FF)FACTORY FINISH
<br /> --------------------------------------------
<br />FGL.FIBERGLASS
<br />FIN. OR F.FINISH
<br />FLASH.FLASHING
<br />FLR.FLOOR
<br />FLUOR.FLUORESCENT
<br />FPRF.FIREPROOF
<br />FT.FOOT OR FEET
<br />FTG.FOOTING
<br />FURN.FURNITURE
<br />FURR.FURRING
<br />FUT.FUTURE
<br />FXTR.FIXTURE
<br /> --------------------------------------------
<br />G.B. GRAB BAR
<br />G.C. GENERAL CONTRACTOR
<br />G.I. GALVANIZED IRON
<br />GA. GAUGE
<br />GALV. GALVANIZED
<br />GENL. GENERAL
<br />GL. GLASS
<br />GLB. GLUED LAMINATED BEAM
<br />GND. GROUND
<br />GR. GRADE
<br />GRVL. GRVL.
<br />GT. GROUT
<br />GUT. GUTTER
<br />GYP. GYPSUM
<br />GYP.BD. GYPSUM BOARD
<br />GYP.PLAS. GYPSUM PLASTER
<br /> ---------------------------------------------
<br />H.B.HOSE BIBB
<br />H.M.HOLLOW METAL
<br />H.V.A.C.HEATING/VENTILATING/AIR-CONDITIONING
<br />H.C.HOLLOW CORE
<br />HDR.HEADER
<br />HDWD.HARDWOOD
<br />HDWR.HARDWARE
<br />HGR.HANGER
<br />HGT.HEIGHT
<br />HORIZ.HORIZONTAL
<br />HP.LAM.HIGH-PRESSURE LAMINATE
<br />HR.HOUR
<br />HTR.HEATER
<br />HYD.HYDRANT
<br />HYDR.HYDRAULIC
<br /> ---------------------------------------------
<br />I.D.INSIDE DIAMETER (DIM.)
<br />IN.INCHES
<br />INCAN.INCANDESCENT
<br />INCL.INCLUDE(D)(ING)
<br />INFO.INFORMATION
<br />INSP.INSPECT(ING)(ION)
<br />INSTL.INSTALL(ATION)
<br />INSUL.INSULATION
<br />INT.INTERIOR
<br /> ---------------------------------------------
<br />JAN.JANITOR
<br />JST.JOIST
<br />JT.JOINT
<br />---------------------------------------------
<br />K.D.KILN DRIED
<br />KIT.KITCHEN
<br /> ---------------------------------------------
<br />L.F.LINEAR FOOT
<br />L.H.LEFT-HAND
<br />L.L.LIVE LOAD
<br />L.V.T.LUXURY VINYL TILE
<br />LAB.LABORATORY
<br />LAM.LAMINATE
<br />LAV.LAVATORY
<br />LB.POUND
<br />LBS.POUNDS
<br />LDGR.LEDGER
<br />LIN.LINEAR
<br />LKR.LOCKER
<br />LOC.LOCATION
<br />LT.LIGHT
<br />LT.WT.LIGHT-WEIGHT
<br />LTG.LIGHTING
<br /> --------------------------------------------
<br />M.B.MACHINE BOLT
<br />M.C.MEDICINE CABINET
<br />MAS.MASONRY
<br />MATL.MATERIAL
<br />MAX.MAXIMUM
<br />MECH.MECHANICAL
<br />MED.MEDIUM
<br />MEMB.MEMBRANE
<br />MEZZ.MEZZANINE
<br />MFR.MANUFACTURER
<br />MH.MANHOLE
<br />MIN.MINIMUM
<br />MIR.MIRROR
<br />MISC.MISCELLANEOUS
<br />MLWK.MILLWORK
<br />MTD.MOUNTED
<br />MTG.MOUNTING
<br />MTL.METAL
<br />MTR.MORTAR
<br />MUL.MULLION
<br /> --------------------------------------------
<br />(N)NEW
<br />N.NORTH
<br />N.A.NOT APPLICABLE
<br />N.I.C.NOT IN CONTRACT
<br />N.T.S.NOT TO SCALE
<br />NO.NUMBER
<br />NOM.NOMINAL
<br /> --------------------------------------------
<br />O.A.OVERALL
<br />O.C.ON CENTER
<br />O.D.OUTSIDE DIAMETER
<br />O/OVER
<br />OBS.OBSCURE
<br />OCC.OCCUPANTS
<br />OFC.OFFICE
<br />OPNG.OPENING
<br />OPP.OPPOSITE
<br />OVHD.OVERHEAD
<br /> ---------------------------------------------
<br />P.LAM. PLASTIC LAMINATE
<br />P.G. PAINT GRADE
<br />P.T. PRESSURE TREATED
<br />PAR. PARALLEL
<br />PARTN. PARTITION
<br />PCF. POUNDS PER CUBIC FOOT
<br />PEMB. PRE-ENGINEERED METAL BUILDING
<br />PERF. PERFORATE
<br />PERP. PERPENDICULAR
<br />PLAS. PLASTIC
<br />PLUMB. PLUMBING
<br />PLF. POUNDS PER LINEAL FOOT
<br />PLYWD. PLYWOOD
<br />PNL. PANEL
<br />PNT. PAINT
<br />PR. PAIR
<br />PRCST. PRECAST
<br />PREFAB. PREFABRICATE(D)
<br />PREFIN. PREFINISH(ED)
<br />PROP. PROPERTY
<br />PSI. POUNDS PER SQUARE INCH
<br />PT. POINT
<br />PTN. PARTITION
<br />PVC. POLYVINYLCHLORIDE
<br />PVMT. PAVEMENT
<br /> -------------------------------------------
<br />Q.T.QUARRY TILE
<br />QTY.QUANTITY
<br />QUAL.QUALITY
<br /> ---------------------------------------------
<br />R.RISER
<br />R.D.ROOF DRAIN
<br />R.H.RIGHT-HAND
<br />R.O.ROUGH OPENING
<br />R.W.L.RAIN WATER LEADER
<br />RAD.RADIUS
<br />RBR.RUBBER
<br />REC.RECESSED
<br />REF.REFERENCE
<br />REFR.REFRIGERATOR
<br />REINF.REINFORCE(D)
<br />REQ.REQUIRED
<br />RESIL.RESILIENT
<br />REV.REVISE OR REVISION
<br />RFG.ROOFING
<br />RGTR.REGISTER
<br />RLG.RAILING
<br />RM.ROOM
<br />RND.ROUND
<br /> ---------------------------------------------
<br />S. SOUTH
<br />S.C. SOLID CORE
<br />S.C.W. SOLID CORE WOOD
<br />S.S. STAINLESS STEEL
<br />S.SK. SERVICE SINK
<br />SCHED. SCHEDULE
<br />SECT. SECTION
<br />SH. SHELF
<br />SHR. SHOWER
<br />SHT. SHEET
<br />SIM. SIMILAR
<br />SPEC. SPECIFICATION
<br />SQ. SQUARE
<br />ST. STAIN
<br />STA. STATION
<br />STAG. STAGGER(ED)
<br />STD. STANDARD
<br />STL. STEEL
<br />STOR. STORAGE
<br />STRUCT. STRUCTURAL
<br />SUSP. SUSPENDED
<br />SYM. SYMMETRICAL
<br />SYS. SYSTEM
<br /> ---------------------------------------------
<br />T&B TOP & BOTTOM
<br />T&G TONGUE & GROOVE
<br />T.TEMPERED
<br />T.O.TOP OF
<br />T.O.C.TOP OF CURB
<br />T.O.P.TOP OF PARAPET
<br />T.O.PL.TOP OF PLATE
<br />T.O.R.TOP OF ROOF
<br />T.O.S.TOP OF SLAB
<br />T.P.TOP OF PAVEMENT
<br />T.S.TUBE STEEL
<br />T.V.TELEVISION
<br />T.W.TOP OF WALL
<br />TEL.TELEPHONE
<br />TEMP.TEMPORARY
<br />TER.TERRAZZO
<br />THK.THICK
<br />THRD.THREAD(ED)
<br />THRES.THRESHOLD
<br />TI.TILE
<br />TR.TREAD
<br />TYP.TYPICAL
<br /> ---------------------------------------------
<br />U.O.N.UNLESS OTHERWISE NOTED
<br />UNF.UNFINISHED
<br />UR.URINAL
<br />UTIL.UTILITY
<br /> ---------------------------------------------
<br />V.VINYL
<br />V.C.T.VINYL COMPOSITION TILE
<br />V.I.F.VERIFY IN FIELD
<br />V.P.VINYL PLANK
<br />V.S.VINYL SHEET
<br />VERT.VERTICAL
<br />VEST.VESTIBULE
<br />VNR.VENEER
<br /> -------------------------------------------
<br />W/WITH
<br />W/O WITHOUT
<br />W.WEST
<br />W.C.WATER CLOSET
<br />W.GL.WIRE GLASS
<br />W.I.WROUGHT IRON
<br />W.V.WOOD VENEER
<br />W.W.F.WELDED WIRE FABRIC
<br />WD.WOOD
<br />WDW.WINDOW
<br />WF.WIDE FLANGE
<br />W.P.WATERPROOF(ING)
<br />WSCT.WAINSCOT
<br />WT.WEIGHT
<br />A
<br />B
<br />C
<br />D
<br />E
<br />F
<br />G
<br />H
<br />I
<br />J
<br />K
<br />L
<br />M
<br />N
<br />O
<br />P
<br />Q
<br />R
<br />S
<br />T
<br />U
<br />V
<br />W
<br />F
<br />APPLICABLE CODES & STANDARDS
<br />2022 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC
<br />2022 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC
<br />2022 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC
<br />2022 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC
<br />2022 CALIFORNIA ENERGY CODE, PART 6, CBSC
<br />2022 CALIFORNIA FIRE CODE (CFC)
<br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
<br />2022 BUILDING ENERGY EFFICIENCY STANDARDS CODE
<br />SANTA ANA MUNICIPAL CODE (SAMC)
<br />LIST OF FEDERAL CODES & STANDARDS
<br />AMERICANS WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III
<br />FOR TITLE II: UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS)
<br />OR ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36)
<br />FOR TITLE III: ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PAR 36)
<br />DEFERRED SUBMITTALS
<br />THIS PROJECT HAS BEEN PERMITTED WITHOUT REVIEW &/OR APPROVAL OF THE FOLLOWING
<br />DEFERRED SUBMITTALS. PLANS APPROVED BY THE CITY SHALL BE OBTAINED FOR EACH DEFERRED
<br />ITEM LISTED BELOW PRIOR TO COMMENCING ANY WORK W/IN THE SCOPE OF SUCH DEFERRAL.
<br />DEFERRALS MUST BE REVIEWED & ACCEPTED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO
<br />SUBMITTING FOR REVIEW W/ THE CITY:
<br />1. MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM (IF / AS REQUIRED)
<br />2. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM (IF / AS REQUIRED)
<br />FULLY "BUILT-OUT" APPROVED PLAN PER CONDITIONAL USE PERMIT NO. 2022-13
<br />EXISTING/CURRENT PLAN, AS PERMITTED & CONSTRUCTED UNDER #101109480
<br />PROPOSED SCOPE OF WORK UNDER THIS PERMIT
<br />YOUTH
<br />ASSEMBLY
<br />ADJACENT TENANT (NOT IN SCOPE)
<br />ADJACENT TENANT (NOT IN SCOPE)
<br />STORAGE
<br />STORAGE
<br />E DYER RD.
<br />W MACARTHUR BLVD.
<br />E D
<br />Y
<br />E
<br />R RD.
<br />E WARNER AVE.
<br />E DE
<br />E
<br />R
<br />
<br />A
<br />V
<br />E
<br />.
<br />DA
<br />I
<br />M
<br />L
<br />E
<br />R
<br />
<br />S
<br />T
<br />.
<br />PROJECT LOCATION
<br />2915
<br />2909
<br />23,538 SF
<br />2-STORY
<br />A-3 OCCUPANCY
<br />COMPASS CHURCH
<br />11,944 SF
<br />1 -STORY
<br />B OCCUPANCY
<br />WATER TECHNIQUES
<br />2917
<br />11,944 SF
<br />1 -STORY
<br />B OCCUPANCY
<br />PRIMEGEN BIOTECH
<br />EXISTING 3-HOUR FIRE WALL
<br />DAIMLER STREET
<br />AL
<br />T
<br />O
<br />N
<br />
<br />A
<br />V
<br />E
<br />N
<br />U
<br />E
<br />3009 3001 2921
<br />2915-2917
<br />29012909
<br />PCM IRVINE
<br />CHEERLEADING
<br />WATER TECHNIQUES,
<br />PRIMEGEN BIOTECHREGAL
<br />TECHNOLOGY
<br />PARTNERS
<br />NKMAX
<br />BIOTECH
<br />HGST "A WESTERN
<br />DIGITAL CO."
<br />NORTH
<br />A1.1
<br />1
<br />AREA OF WORK
<br />COMPASS
<br />BIBLE
<br />CHURCH
<br />PROJECT
<br />NORTH
<br />TRUE
<br />NORTH
<br />(E) STAIR
<br />ADJACENT TENANT (NOT IN SCOPE)
<br />EXISTING AREA TO REMAIN
<br />NEW INTERIOR PARTITION & DOOR
<br />EXISTING STORAGE ROOM TO BE
<br />CONVERTED TO YOUTH ASSEMBLY
<br />YOUTH ASSEMBLYNEW CURTAIN
<br />STORAGE
<br />M. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2025
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECTM. STEVEN
<br />CAMP
<br />C-18,407
<br />JUN. 30, 2025
<br />RENEWAL DATESTATEOFCALIFORNIA
<br />LICENSED A RCHITECT
<br />PROJECT ARCHITECT:
<br />PROJECT MANAGER:
<br />DRAWN BY:
<br />PROJECT NUMBER:
<br />All ideas, designs and plans indicated or represented
<br />by these drawings are owned by and are the property
<br />of Elements Architecture, Inc. and were created and
<br />developed for use in connection with the specified
<br />project. None of such ideas, designs, or plans shall
<br />be used for any purpose whatsoever without the
<br />written permission of Elements Architecture.
<br />Elements Architecture, Inc.
<br />PROJECT NAME:
<br />NO. DESCRIPTION DATE
<br />M. Steven Camp, AIA
<br />Scott Holland, AIA
<br />PROJECT ADDRESS:
<br />SHELLEY MACDONALD
<br />EA
<br />SHELLEY MACDONALD
<br />1
<br />/
<br />9
<br />/
<br />2
<br />0
<br />2
<br />5
<br />
<br />8
<br />:
<br />2
<br />2
<br />:
<br />0
<br />6
<br />
<br />A
<br />M
<br />21.105
<br />TENANT
<br />IMPROVEMENT
<br />(YOUTH ROOM)
<br />2909 DAIMLER STREET
<br />SANTA ANA, CA 92705
<br />G0.0
<br />COVERSHEET
<br />COMPASS BIBLE CHURCH,
<br />TUSTIN SANTA ANA
<br />SHEET INDEX
<br />SHEET NO. DESCRIPTION
<br />ARCHITECTURAL
<br />A0.1 CODE ANALYSIS & EGRESS PLAN
<br />A1.1 EXISTING SITE PLAN (FOR REFERENCE ONLY)
<br />A2.1 PROPOSED GROUND FLOOR PLAN
<br />A2.2 EXISTING SECOND FLOOR PLAN (FOR REFERENCE ONLY)
<br />A4.1 PROPOSED GROUND FLOOR REFLECTED CEILING PLAN
<br />A5.1 SECTIONS & DETAILS
<br />ELECTRICAL
<br />E0.1 LEGEND, SCHED., GENERAL NOTES & ABBREVIATIONS
<br />E0.2 DETAILS & SCHEDULES
<br />E0.3 LIGHTING CONTROL DETAILS
<br />E2.1 ELECTRICAL FIRST FLOOR LIGHTING PLAN
<br />E4.1 SINGLE LINE DIAGRAM & PANEL SCHEDULES
<br />E5.1 ELECTRICAL SPECIFICATIONS
<br />E6.1 TITLE 24 CALCULATIONS
<br />MECHANICAL
<br />M0.1 LEGEND, SCHED., GENERAL NOTES & ABBREVIATIONS
<br />M0.2 MECHANICAL DETAILS
<br />M2.1 MECHANICAL FIRST FLOOR PLAN
<br />M3.1 MECHANICAL ROOF PLAN
<br />M4.1 MECHANICAL SPECIFICATIONS
<br />(UNDER SEPARATE PERMIT)
<br />(UNDER SEPARATE PERMIT)
<br />G0.0 COVERSHEET
<br />01 -
<br />00-
<br />06-
<br />05-
<br />Bldg #101122238
<br />
<br />APPROVALS:
<br />PLNG - F. Arias
<br />BLDG - W. Lee
<br />POLICE - B. Martin
<br />PUBLIC WORKS - Y. Soto
<br />2909 S Daimler St
<br />4/16/2025
|