Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1128 W Highland St - Plan
Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TIT L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G S U B M I T T A L PR E L I M I N A R Y B A N D S S U B M I T T A L B A N D S C O R R E C T I O N S S U B M I T T A L # 1 A000 TI T L E S H E E T JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BIM c l o u d : r e l a t i vi t y - B I M c l o u d S o f t w a r e a s a S e r v i c e / 2 4 26 A H i g h l a n d M a n o r / 2 4 2 6 A H i g h l a n d M a no r 2/ 25 / 2 0 2 5 5 : 24 P M 02 / 2 4 / 2 0 2 5 ARCHITECTURAL A000 A001 A040 A041 A042 A043 A050 A051 A090 A091 A100 A101 A110 A111 A200 A201 A210 A211 A300 A310 A500 A501 A502 A503 A504 A505 A506 A507 A508 A610 A700 A701 A710 A800 TITLE SHEET ABBREVIATIONS & SYMBOLS GENERAL NOTES DISABLED ACESSIBLE NOTES DISABLED ACESSIBLE NOTES DISABLED ACESSIBLE NOTES GREEN BUILDING NOTES GREEN BUILDING NOTES ALTA SURVEY ALTA SURVEY SITE PLANS ENLARGED SITE PLANS TRASH ENCLOSURES TRASH ENCLOSURE ELEVATIONS OVERALL EXISTING-DEMO PLANS OVERALL EXISTING-DEMO PLANS OVERALL PROPOSED PLAN OVERALL PROPOSED PLAN EXISTING-DEMO ELEVATIONS PROPOSED ELEVATIONS TYPE 1 - STD UNIT A/G/L - FLOOR PLAN, DEMO PLAN, RCP TYPE 1 - STD UNIT A/G/L - INTERIOR ELEVATIONS TYPE 2 - (N) ADA UNIT B - FLOOR PLAN, DEMO PLAN, RCP TYPE 2 - (N) ADA UNIT B - INTERIOR ELEVATIONS TYPE 2 - STD UNIT C/E/H/I/K - FLOOR PLAN, DEMO PLAN, RCP TYPE 2 - STD UNIT C/E/H/I/K - INTERIOR ELEVATIONS TYPE 1 - (N) ADA UNIT F - FLOOR PLAN, DEMO PLAN, RCP TYPE 1 - (N) ADA UNIT F - INTERIOR ELEVATIONS TYPE 2 - (N) A/V UNIT D - FLOOR PLAN, DEMO PLAN, RCP DOOR SCHEDULE & TYPES MILLWORK DETAILS PARTITION & DOOR DETAILS EXTERIOR DETAIL FINISH, APPLIANCES, ACCESORIES, & FIXTURE SCHEDULE STRUCTURAL S1 S2 GENERAL NOTES PLANS & DETAILS ELECTRICAL E100 E103 E104 E200 GENERAL NOTES SITE POWER PLAN SITE LIGHTING PLAN GROUND FLOOR ELECTRICAL PLAN MECHANICAL M100 M200 M210 M300 GENERAL NOTES GROUND FLOOR HVAC PLAN SECOND FLOOR HVAC PLAN TITLE 24 PLUMBING P100 P104 P200 P210 GENERAL NOTES SITE PLAN GROUND FLOOR PLUMBING PLAN SECOND FLOOR POWER PLAN 03 03 03 03 H I GH L A N D M A N OR - A PA R T M E N T BUI L DI N G S E T 1128 Highland Street, Santa Ana, CA 92703 PROJECT INFO SCOPE OF WORK PROJECT INDEX VICINITY MAP PROJECT DIRECTORY PROJECT INFO / LEGAL DESCRIPTION ADDRESS: 1128 HIGHLAND STREET, SANTA ANA, CA 92703 ZONING: R3 ASSESSOR PARCEL NO. (APN): 010-182-51 LOT/PARCEL AREA: 27,050 (sq ft) CONSTRUCTION TYPE: V-B FIRE SPRINKLERS: NO STORIES: 2 BUILDING HEIGHT: APPROX. 22'-1'' OCCUPANCY: R-2 (EXISTING TO REMAIN) APPLICABLE CODES: 2022 CALIFORNIA BUILDING CODE (CBC) 2022 CBC ACCESSIBILITY CODE (CBC-11B) 2023 CALIFORNIA ELECTRICAL CODE (CEC) 2023 CALIFORNIA ENERGY CODE (CEnC) 2023 CALIFORNIA MECHANICAL CODE (CMC) 2023 CALIFORNIA PLUMBING CODE (CPC) 2023 CALIFORNIA GREEN BUILDING CODE (CAL GREEN) 2023 CALIFORNIA FIRE CODE (CFC) SECTION 504, VCA & ACSA 2010 ADA STANDARDS WITH DEEMING NOTICE CITY OF SANTA ANA MUNICIPAL CODE SH E E T I D DATE OF ISSUE 12 / 2 3 / 2 4 ADDRESS: 1128 HIGHLAND STREET, SANTA ANA, CA 92703 TOTAL GROSS LOT AREA: 27,050 SF TOTAL GROSS EXISTING BUILDING AREA: 8,708 SF NET BUILDING AREA: UNIT NET TOTAL AREA: 8,400 SF LAUNDRY (NOT IN SCOPE): 308 SF TOTAL BUILDING AREA: 8,708 SF EXISTING UNITS: ___ NUMBER OF EXISTING UNITS: 12 TOTAL (4) Unit Type 1 (8) Unit Type 2 NUMBER OF RENTAL UNITS: 12 UNITS PROPOSED UNITS: ___ NUMBER OF PROPOSED MOBILITY UNITS: 2 TOTAL (1) 3-Bed - Unit B (1) 3-Bed - Unit F TOTAL NUMBER OF PROPOSED AUDIO/VISUAL UNITS: 1 TOTAL (1) 3-Bed - Unit D TOTAL NUMBER OF BEDROOMS: 36 (EXISTING TO REMAIN, NO NEW) PARKING: ___ EXISTING STANDARD PARKING: EXISTING ADA PARKING: OVERALL PARKING: PROPOSED ADA PARKING EXISTING STANDARD PARKING OVERALL PARKING OCCUP. (E) OCCUPANCY TYPE AREAS ROOM NAME UNITS (12 TOTAL) OCCUP. (N)EXISTING SF. REMODELED SF R-2 N/A 8,401 LAUNDRY - NOT IN SCOPE R-2 B N/A 308 0 8,401 EXISTING NEW REMODELED DEMOLISHED TOTALRESIDENTIAL SQUARE FOOTAGE LEVEL 1 LEVEL 2 4,200 N/A 4,200 N/A 4,200 N/A 4,200 N/A 4,200 4,200 SURVEYOR: SITETECH, INC. 8061 CHURCH STREET HIGHLAND, CA 92346 CONTACT: JASON MAYER P: 909.863.3180 E: JMAYER@SITETECHINC.COM STRUCTURAL ENGINEER: RBE, INC. 18980 VENTURA BLVD, UITE350 TARZANA, CA 91356 CONTACT: STEVE ELI EKMEKJI P: 818.757.1501 E: STEVEEKMEKJI@RBEE.NET CIVIL ENGINEER: SITETECH, INC. 8061 CHURCH STREET HIGHLAND, CA 92346 CONTACT: JASON MAYER P: 909.863.3180 E: JMAYER@SITETECHINC.COM AFFORDABLE HOUSING PRIVATE FUNDED PROJECT. INTERIOR AND EXTERIOR REHABILITATION OF AN EXISTING AFFORDABLE HOUSING BUILDING (12 UNITS). UPGRADE TO MEET ACCESSIBLE REQUIREMENTS. A. BUILDING EXTERIOR 1. NEW EXTERIOR PAINT 2. REFURBISH WINDOWS (UNIT WINDOWS). 3. NEW EXTERIOR WALL SCONCES (LED). 4. NEW EXTERIOR RECESSED CAN LIGHTS (LED). B. NORTH PARKING 1. NEW ADA PARKING STALL (1) AND PARKING SIGNAGE. 2. NEW PARKING STRIPING. 3. UPGRADE EXISTING HARDSCAPE ALONG ADA PATH OF TRAVEL AND ADA PARKING. 4. NEW LIGHTING FIXTURES (LED) AT PARKING CARPORTS. 5. NEW PAINT AT PARKING CARPORTS. 6. NEW DOOR HARDWARE (ADA-COMPLIANT) AT PEDESTRIAN GATES. 7. NEW LANDSCAPING TO SCREEN EXISTING PARKING AREAS. 8. NEW ROOF AT CARPORTS AND REPAIR FRAMING AS REQUIRED C. SOUTH PARKING 1. NEW ADA PARKING STALL (1) AND PARKING SIGNAGE. 2. NEW PARKING STRIPING. 3. UPGRADE EXISTING HARDSCAPE ALONG ADA PATH OF TRAVEL AND ADA PARKING. 4. NEW LIGHTING FIXTURES (LED) AT PARKING CARPORTS. 5. NEW PAINT AT PARKING CARPORTS. 6. NEW DOOR HARDWARE (ADA-COMPLIANT) AT PEDESTRIAN GATES. 7. PROVIDE NEW PEDESTRIAN GATE (ADA-COMPLIANT) AT THE PROPERY FENCE AND SECONDARY FENCE. 8. NEW ADA TRASH ENCLOSURE. 9. NEW LANDSCAPING TO SCREEN EXISTING PARKING AREAS. 10. NEW ROOF AT CARPORTS AND REPAIR FRAMING AS REQUIRED D. SIDE YARD 1. UPGRADE EXISTING HARDSCAPE ALONG ADA PATH OF TRAVEL. 2. NEW MAILBOXES (ADA-COMPLIANT). E. UNIT GENERAL UPGRADES KITCHENS: 1. REMOVE EXISTING GAS RANGE AND PROVIDE NEW FREE STAND 30'' GAS RANGE. 2. PROVIDE NEW ENERGY STAR 30'' HOOD TO CONNECT WITH EXISTING VENT. 3. PROVIDE NEW ENERGY STAR REFRIGERATOR. 4. PROVIDE NEW DROP-IN SINGLE BASIN STAINLESS STEEL SINK WITH FAUCET (ADA MODELS PREFERRED). 5. PROVIDE NEW GARBAGE DISPOSAL. 6. PRPOVIDE NEW CORIAN COUNTERTOP WITH 4'' BACKSPLASH AND PROVIDE BARTOP OVERHANG. 7. EXISTING DOORS & CABINET BOXES TO REMAIN AND REPAINT. PROVIDE NEW HARDWARE. 8. PROVIDE NEW LVT FLOORING. BATHROOM: 1. PROVIDE NEW ADA ELONGATED TOILET WITH NEW TOILET SEAT AND COVER. 2. PROVIDE NEW SHOWER KIT WITH NEW VALVE. 3. PROVIDE NEW BATHTUB ENCLOSURE. 4. PROVIDE NEW SHOWER CURTAIN, RINGS AND ROD. 5. PROVIDE NEW VANITY WITH INTERGRATED SINK TOP. 6. PROVIDE NEW SINK FAUCET & 2 ANGLE STOPS. 7. PROVIDE NEW MIRROR ABOVE THE VANITY. 8. PROVIDE NEW MEDICINE CABINET. 9. PROVIDE NEW BATHROOM EXHAUST FAN / HEATER / LIGHTING COMBO. 10. PROVIDE NEW BATHROOM HUMIDISTAT. 11. REMOVE EXISTING WALL HEATER. 12. PROVIDE NEW TP HOLDER AND TOWEL BARS. 13. PROVIDE NEW HORIZONTAL WINDOW BLINDS. 14. PROVIDE DOOR LEVER SET TO COMPLY WITH 1126A.6.4 (ONLY WHERE APPLICABLE). 15. PROVIDE NEW LVT FLOORING. POWDER ROOM: 1. PROVIDE NEW ADA ELONGATED TOILET WITH NEW TOILET SEAT AND COVER. 2. PROVIDE NEW VANITY WITH INTERGRATED SINK TOP. 3. PROVIDE NEW SINK FAUCET & 2 ANGLE STOPS. 4. PROVIDE NEW MIRROR ABOVE THE VANITY. 5. PROVIDE NEW TP HOLDER AND TOWEL BARS. 6. PROVIDE DOOR LEVER SET TO COMPLY WITH 1126A.6.4 (ONLY WHERE APPLICABLE). 7. PROVIDE NEW LVT FLOORING. 8. PROVIDE REFURBISH WINDOW. PROVIDE NEW HORIZONTAL WINDOW BLINDS. LIVING/DINING ROOM: 1. PROVIDE REFURBISH WINDOW. PROVIDE NEW HORIZONTAL WINDOW BLINDS. 2. PROVIDE DOOR LEVER SET TO COMPLY WITH 1126A.6.1. 3. PROVIDE NEW LVT FLOORING. HALLWAY: 1. REPLACE EXISTING DOOR HARDWARE. 2. PROVIDE DOOR LEVER SET TO COMPLY WITH 1126A.6.1. 3. PROVIDE NEW LVT FLOORING. BEDROOMS: 1. REFURBISH WINDOW. PROVIDE NEW HORIZONTAL WINDOW BLINDS. 2. REPLACE EXISTING DOOR HARDWARE. PROVIDE DOOR LEVER SET TO COMPLY WITH 1126A.6.11. 3. PROVIDE NEW LVT FLOORING. 4. INSTALL NEW CEILING FAN / LIGHT COMBO. OTHERS: 1. PROVIDE NEW LED FIXTURES THROUGHOUT. 2. PROVIDE NEW 4'' WALL BASE. 3. EXISTING POPCORE CEILING TO REMAIN IF APPLICABLE. F. BUILDING SYSTEM: 1. PROVIDE NEW FURNACE AND NEW GRILLE COVER. 2. PROVIDE NEW RECEPTABLE AND SWITCH COVER PLATE THROUGHOUT. 3. PROVIDE NEW GFCI RECEPTABLES AT KITCHEN AND BATHROOM. 4. PROVIDE NEW UP-TO-CODE ELECTRICAL PANEL. 5. PROVIDE PROGRAMMABLE THERMOSTAT PER T-24 GUIDELINES. 6. PROVIDE NEW WIRED SMOKE DETECTOR AND CO DETECTOR. 7. INSTALL NEW SMOKE DETECTOR AT SLEEPING ROOMS. G. ACCESSIBLE UNITS UPGRADE/CONVERT A MINIMUM OF 2 LOW-INCOME UNITS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS. 1. RECONFIGURE AND UPGRADE KITCHEN FOR ADA COMPLIANCE. 2. RECONFIGURE AND UPGRADE THE BATHROOM FOR ADA COMPLIANCE. H. AUDIO/VISUAL UNITS UPGRADE A MINIMUM OF 1 UNIT WITH HEARING AND VISUAL IMPAIRMENTS. 1. NEW HARDWIRED DOORBELL WITH VISUAL INDICATOR. 2. NEW BUILDING ALARM SYSTEM EXTENDED INTO THE LIVING ROOM AND SLEEPING AREAS EQUIPPED WITH A STROBE, STROBE DOORBELL IS ALSO REQUIRED. 3. WIRING SHOULD BE INSTALLED TO PROVIDE A VISIBLE ALARM SYSTEM, ELECTRICALLY POWERED, AND INTERNALLY ILLUMINATED. NEW SF 0 0 ••••••••••••• ••••••••••••••••• •• PROJECT SITE - 1128-1130 WEST HIGHLAND ST, SANTA ANA, CA 92703 ••• • •• ••• 18 0 18 2 16 18 • • OWNER: VALUED HOUSING CHRIS KOLBENSCHLAG 1101 E. ORANGEWOOD AVE. ANAHEIM, CA 92805 P: 714.221.5605 E: ckolbenschlag@Valuedhousing.com ARCHITECT: BELL DESIGN GROUP 421 COLYTON ST, 2ND FLOOR LOS ANGELES, CA 90013 P:310.573.4300 CONTACT:TIMA BELL, PRINCIPAL CONTRACTOR: DAVID MARK BURROUGHS REDWOOD 940 CALLE NEGOCIO SUITE 160 SAN CLEMENTE, CA 92673 P: 949.218.1000 E: davidb.redwood@gmail.com MEP ENGINEER: CEG ENGINEERS 7123 REMMET AVE CANOGA PARK CA 91303 CONTACT: RICHARD IBRAHIM P: 818.999.0414 E: RICHARD@C-E-G.COM 02 / 2 4 / 2 5 ••••••••••••••••••••••••••••••• •• ••• •••• ••• • ••• • 42 Bldg #101122285-86 Elect #20184954 Mech #40139940 Plumb #30148296 APPROVALS: PLNG - N. Tran BLDG - CSG PUBLIC WORKS - Y. Soto MECH/ELECT/PLUMB - CSG 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A001 AB B R E V I A T I O NS & SY M B O L S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 SYMBOLS A ABV ABOVE ACC ACCESSIBLE ACOUS ACOUSTICAL ACT ACOUSTICAL CEILNG TILE AD AREA DRAIN ADJ ADJUSTABLE A.F.F.ABOVE FINISHED FLOOR A.F.G.ABOVE FINISH GRADE AL ALUMINUM ALT ALTERNATE ANCH ANCHOR ANUNC ANNUNCIATOR ANOD ANODIZED APP APPLIANCE APPROX APROXIMATELY ARCH ARCHITECT(URAL) ATTEN ATTENUATION AUTO AUTOMATIC AVG AVERAGE ABBREVIATIONS B BD BOARD BFP BACKFLOW PREVENTER BLDG BUILDING BLK BLOCK BM BEAM B.O.BOTTOM OF BRZ BRONZE BRDLM BROADLOOM BSMT BASEMENT BTWN BETWEEN BU BUILT UP C CAB CABINET CF CUBIC FEET CEM CEMENTITIOUS CER CERAMIC CG CORNER GUARD CIP CAST IN PLACE CJ CONTROL JOINT CLO CLOSET C.L.CENTER LINE CLG CEILING CLKG CAULKING CLR CLEAR(ENCE) CMU CONCRETE MASONRY UNIT COATG COATING COILG COILING COL COLUMN CONC CONCRETE CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACT(OR) CORR CORRIDOR COV COVER CP CEMENT PLASTER STUCCO CPT CARPET TILE CSMT CASEMENT CT CERAMIC TILE CTR CENTER CYD CUBIC YARD D E F G H HB HOSE BIBB HC HOLLOW CORE HD HEAD HDWD HARDWOOD HDWE HARDWARE HM HOLLOW METAL HORIZ HORIZONTAL HR HOUR HT HEIGHT I ID INSIDE DIAMETER IDF INDEPENDENT DISTRIBUTION FRAME IN INCH INSUL INSULATION INT INTERIOR J JAN JANITOR JT JOINT K KB KNOX BOX KIT KITCHEN L LAM LAMINATE LAV LAVATORY LB(S)POUND(S) LKR LOCKER LT LIGHT LOS LINE OF SIGHT LVLG LEVELING LVR LOUVER M MATL MATERIAL MAX MAXIMUM MD METAL DECK MECH MECHANICAL MEMB MEMBRANE MDF MAIN DISTRIBUTION FRAME MFD MANUFACTURED MFR MANUFACTURER MEZZ MEZZANINE MH MANHOLE MIN MINIMUM MIR MIRRORED MISC MISCELLANEOUS MLWK MILLWORK MO MASONRY OPENING MOIST MOISTURE MOT MOTOR(IZED) MPOE MAIN POINT OF CONNECTION MP METAL PANEL MTD MOUNTED MTL METAL MUL MULLION MW MICROWAVE OVEN N N NORTH (N)NEW N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NTS NOT TO SCALE O OA OVERALL OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER ODC OUTSIDE DIMENSION OF CURB OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OFD OVERFLOW DRAIN OFF OFFICE OH OPPOSITE HAND OPNG OPENING(S) OPP OPPOSITE OPR OPERABLE ORNA ORNAMENTAL OVFL OVERFLOW OVHD OVERHEAD P PBD PARTICLE BOARD PC PROPERTY CORNER PEDTR PEDESTRIAN PL PROPERTY LINE PLAS PLASTER PLN PANEL PLT PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLSTC PLASTIC POLYST POLYSTYRENE PORT PORTABLE PR PAIR PREFAB PREFABRICATED PREFIN PREFINISHED PRTECN PROTECTION PT PAINT PTD PAINT (ED) PTN PARTITION PLYWD PLYWOOD PV PHOTOVOLTAIC OR SOLAR PANEL PVG PAVING P PBD PARTICLE BOARD PC PROPERTY CORNER PEDTR PEDESTRIAN PL PROPERTY LINE PLAS PLASTER PLN PANEL PLT PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLSTC PLASTIC POLYST POLYSTYRENE PORT PORTABLE PR PAIR PREFAB PREFABRICATED PREFIN PREFINISHED PRTECN PROTECTION PT PAINT PTD PAINT (ED) PTN PARTITION PLYWD PLYWOOD PV PHOTOVOLTAIC OR SOLAR PANEL PVG PAVING Q QT QUARRY TILE R R RISERS RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN RDR READER RECEP RECEPTION RECES RECESSED RECPT RECEPTACLE REF REFER(ENCE) REFL REFLECTED REFR REFRIGERATOR REQ REQUIRE(D) RESIS RESIST(ANT)(IVE) REINF REINFORCE(D)(ING)(MENT) RESIL RESILIENT RFG ROOFING RGTR REGISTER RM ROOM RO ROUGH OPENING RR RESTROOM REV REVERSE RWL RAIN WATER LEADER S S SOUTH SC SOLID CORE SCHED SCHEDULE SCR SCRIBE SCU SCUPPER SD SOAP DISH SECUR SECURITY SECT SECTION SF SQUARE FEET SGL SINGLE SH SHOWER SHORG SHORING SHT SHEET SIM SIMILAR SL SOUND LOCK SPEC SPECIFICATION SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STOR STORAGE STRFR STOREFRONT STRUCT STRUCTURAL STUC STUCCO SURF SURFACE SUSP SUSPENDED SV SHEET VINYL SYM SYMMETRICAL SYS SYSTEM(S) T T TREADS TB TOWEL BAR TBD TO BE DETERMINED T&B TOP&BOTTOM T&G TONGUE-AND-GROOVE TC TO OF CURB T.O.TOP OF T.O.C.TOP OF CONCRETE T.O.P.TOP OF PARAPET T.O.S.TOP OF STEEL T.O.W.TOP OF WALL TP TOP OF PAVEMENT TELE TELEPHONE TEMP TEMPERED THK THICK TLT TOILET TRAF TRAFFIC TRANS TRANSPARENT TRD TREADS TS TUBE STEEL TL TILE TV TELEVISION TYP TYPICAL U UNF UNFINISHED UNDRLAY UNDERLAYMENT UTIL UTILITY UON UNLESS OTHERWISE NOTED UR URINAL URM UNREINFORCED MASONRY V VCT VINYL COMPOSITION TILE VEH VEHICLE(ULAR) VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD W W WEST WC WATER CLOSET WB WALL BASE WD WOOD W/WITH W/O WITHOUT W/D STACKED WASHER AND DRYER WDW WINDOW WF WIDE FLANGE WO WHERE OCCURS WP WATERPROOF WRGB WATER RESISTANT GYPSUM BOARD WT WEIGHT SYMBOLS ~ABOUT,APPROXIMATELY &AND L ANGLE @ AT ~ABOUT,APPROXIMATELY Ø DIAMETER %PERCENT(AGE) #POUND OR NUMBER $UNITED STATES DOLLAR (S) ABBREVIATIONS CONT'DABBREVIATIONS CONT'D DBL DOUBLE DEMO DEMOLISH DEP DEPRESSED DEPT DEPARTMENT DES DESIGN(ED) DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIFF DIFFUSER DIM DIMENSION DISCON DISCONNECT DISP DISPENSER DIV DIVISION DN DOWN DR DOOR DS DOWNSPOUT DW DISHWASHER DWG DRAWING DWR DRAWER E EAST EA EACH EIFS EXTERIOR INSULATION AND FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELAST ELASTOMERIC ELEC ELECTRICAL ELEV ELEVATOR EMBED EMBED(DED)(DING) EMER EMERGENCY ENCL ENCLOSE(URE) ENGR ENGINEER(ED) ENTR ENTRANCE EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EXH EXHAUST EXP EXPANSION EXPS EXPOSE(D) EXST OR (E)EXISTING EXT EXTERIOR FA FIRE ALARM FAB FABRICATION FBO FURNISH BY OTHER FD FLOOR DRAIN FDC FIRE DEPARTMENT CONNECTION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FFE FINISH FLOOR ELEVATION FHC FIRE HOSE CABINET FIN FINISH FLDG FOLDING FLASH FLASHING FLR FLOOR(ING) FLUR FLUORESCENT FND FOUNDATION F.O.FACE OF FP FIREPROOF(ING) FPLC FIREPLACE FR FIRE RATED(D)(ING) FRMG FRAMING FRP FIBERGLASS REINFORCED PLASTIC FS FLOOR SINK FT FOOT OR FEET FTG FOOTING FUR FURRED(ING) FURN FURNITURE FXD FIXED FXT FIXTURE FV FIELD VERIFY FWC FABRIC WALL COVERING GA GAUGE GALV GALVANIZED GB GRAB BAR GC GENERAL CONTRACT (OR) GFRC GLASS FIBER REINFORCED CONCRETE GFRG GLASS FIBER REINFORCED GYPSUM GFRP GLASS FIBER REINFORCED PLASTER GL GLASS /GLAZING GND GROUND GR GRADE(ING) GYP GYPSUM ENTRY 101 DIMENSION TO FACE DIMENSION TO CENTERLINE REVISION NUMBER NEW ELEVATION BUILDING SECTION WALL SECTION DETAIL INTERIOR ELEVATION -MULTIPLE WALLS GRIDLINE TO FACE OF STRUCTURE EXISTING ELEVATION CONTROL POINT /DATUM ALIGN FINISH DESIGNATION EQUIPMENT MARK PLUMBING FIXTURES NEW WALL EXISTING WALL INTERIOR ELEVATION -1 WALL EXTERIOR ELEVATION ROOM NAME ROOM NUMBER WALL TYPE WINDOW MARK DIRECTION OF SLOPE TO DRAIN DOOR MARK DASHED LINES INDICATE HIDDEN , OVERHEAD OR ITEMS TO BE REMOVED PROPERTY LINE BUILDING FLOOR OR ELEVATION SOLID LINE BREAK LINE -MATERIAL TO CONTINUE EXHAUST FAN GRIDLINE ON CENTER OF COLUMN FIRE SPRINKLER SMOKE DETECTOR EXISTING ELEMENT TO BE DEMOLISHED SD SP 100 A +X'-XX" +X'-XX" X/X" -1'-0" SLOPE PL-01 PT-01 APP-01 EXISTING LANDSCAPE OR WALL TO BE DEMOLISHED XXX 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A040 GE N E R A L NO T E S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 GENERAL NOTES 1. ALL GRADING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE. ALL EXCAVATED MATERIAL RESULTING FROM GRADING SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR. 2. ALL CONSTRUCTION AND DETAILS SHALL BE COMPLETED IN FULL COMPLIANCE WITH THE CALIFORNIA UNIFORM BUILDING CODE AND ALL OTHER APPLICABLE CODES AND AMENDMENTS ENACTED BY THE CITY OF LOS ANGELES AND/OR COUNTY OF LOS ANGELES. 3. IF ANY CONFLICT IN INFORMATION IS DISCOVERED WITH REFERENCES TO STANDARDS OF PERFORMANCE OR CONSTRUCTION OR WORKMANSHIP, THE MORE ONEROUS PROVISION SHALL BE DEEMED TO APPLY UNLESS OTHERWISE AGREED TO BY THE ARCHITECT. 4. THE CONTRACTOR (AND HIS SUB-CONTRACTORS) SHALL STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ARCHITECT IN WRITING, ALL INCONSISTENCIES, ERRORS OR OMISSIONS DISCOVERED AND VERIFY ALL DIMENSIONS ON SITE PRIOR TO COMMENCING THE WORK. IF THE CONTRACTOR PROCEEDS WITH ANY OF THE WORK SO AFFECTED WITHOUT WRITTEN INSTRUCTIONS OF THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD AT HIS OWN COST ANY RESULTING ERROR,DAMAGE, OR DEFECTS OR TIME DELAYS SO CAUSED. THE CONTRACTOR SHALL PERFORM NO PORTION OF THE WORK WITHOUT CONTRACT DOCUMENTS OR, WHERE REQUIRED, APPROVED SHOP DRAWINGS,PRODUCT DATA OR SAMPLES BEING AVAILABLE ON SITE FOR WORKERS TO REFER TO, FOR SUCH PORTION OF THE WORK. 5. CONTRACTOR SHALL PROVIDE A BLANKET ONE-YEAR GUARANTEE FOR THE TOTAL JOB WITH THE SEPARATE GUARANTEE FOR SPECIFIC TRADES/EQUIPMENT ITEMS, WITH THE NAMES OF LOCAL REPRESENTATIVES TO BE CONTRACTED FOR SERVICE. THE CONTRACTOR SHALL PROVIDE OPERATING AND MAINTENANCE BROCHURES AS REQUIRED. THE GUARANTEE SHALL COMMENCE WHEN THE WORK IS DEEMED SUBSTANTIALLY COMPLETE BY THE ARCHITECT. 6. CONTRACTOR SHALL PROVIDE ONE MARKED UP SET OF DRAWINGS INDICATING ALL DIFFERENCES,CHANGES, ETC., AND ACTUAL LOCATIONS OF CONCEALED WORK, BEFORE ARCHITECT'S FINAL INSPECTION. 7. WHERE SPECIFIED ITEMS ARE MENTIONED, THE CONTRACTOR MAY SUBMIT ALTERNATE MATERIALS FOR APPROVAL BY THE OWNER AND THE ARCHITECT. SUBMISSION PACKAGE SHALL CONTAIN BROCHURE, CUT SHEETS, SPECIFICATIONS, COSTS, AVAILABILITY, REFERENCES, ETC. CONTRACTOR SHALL REIMBURSE ARCHITECT FOR TIME SPENT EVALUATING ALTERNATIVES OR SUBSTITUTIONS THAT ARE SUBMITTED AFTER PROJECT CONSTRUCTION HAS COMMENCED. 8. DO NOT SCALE DRAWINGS. 9. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF APPLICABLE UTILITIES, INCLUDING BUT NOT LIMITED TO GAS, WATER, POWER, SEWER, TELEPHONE, AND CABLE TELEVISION AND DETERMINE EXACT LOCATIONS AND AVAILABILITY OF UTILITIES AND DETERMINE CONDITION OF EXISTING SERVICE PRIOR TO COMMENCING WORK OR CONNECTING UTILITIES. CONTRACTOR SHALL LOCATE UTILITIES BY POTHOLING PRIOR TO BEGINNING CONSTRUCTION. 10. CONTRACTOR TO STAKE OUT ALL WORKS AS SHOWN ON PLANS, CONFIRM EXISTING CONDITIONS AND PROPERTY LINE LOCATIONS, AND VERIFY COMPLIANCE WITH SETBACKS AND CLEARANCES REQUIRED BY CODE. 11. IMPROVEMENTS ON THE SITE, WORK IN PROGRESS, STORED MATERIALS, AND PUBLIC AND PRIVATE IMPROVEMENTS ON PROPERTY ADJACENT TO THE SITE SHALL BE PROTECTED BY THE CONTRACTOR FROM DAMAGE ARISING FROM THE WORK. ALL DAMAGE SO OCCURRING SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO COST TO OWNER. 12. STRUCTURAL OBSERVATION BY THE STRUCTURAL ENGINEER ARE REQUIRED BY THE LOCAL JURISDICTION. A WRITTEN STATEMENT SHALL BE GIVEN TO THE BUILDING OFFICIAL, STATING THAT SITE VISITS HAVE BEEN MADE AND WHETHER OR NOT ANY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED TO CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. 13. INSPECTION OF NAILING REQUIRED FOR DRYWALL AND ALL LATH WHEN IN PLACE. CORNER BEADS ARE TO BE NAILED. FASTENERS USED FOR THE ATTACHMENT OF GYPSUM BOARD TO A HORIZONTAL DIAPHRAGM CEILING SHALL BE AS DEFINED IN TABLE 2508.5, FASTENERS SHALL NOT BE MORE THAN 7" O.C, AT ALL SUPPORTS, INCLUDING PERIMETER BLOCKING, AND NOT MORE THAN 3/8 INCH FROM EDGES AND ENDS OF THE GYPSUM. BOARD [CBC 2508.5.4] 14. CEMENT, FIBER-CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1178, C 1288 OR C 1325 AND INSTALLED IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. [CBC 2509.2]. SECURITY NOTES (CONT'D) 13. THE FOLLOWING REQUIREMENTS MUST BE MET FOR WINDOWS AND SLIDING GLASS DOORS: (1) EXCEPT AS OTHERWISE SPECIFIED IN MUNICIPAL CODE SECTIONS 8.48.1 (SPECIAL RESIDENTIAL BUILDING PROVISIONS) AND 8.48.130 (SPECIAL COMMERCIAL BUILDING PROVISIONS), ALL OPERABLE EXTERIOR WINDOWS AND SLIDING GLASS DOORS SHALL COMPLY WITH THE TESTS AS SET FORTH IN SECTION 8.48.140 (TESTS). (2) WINDOW ASSEMBLIES WHICH ARE DESIGNED TO BE OPERABLE AND WHICH ARE REGULATED BY THIS CHAPTER SHALL COMPLY WITH UNIFORM BUILDING CODE STANDARD 10-6, UNLESS SUCH WINDOWS ARE PROTECTED BY APPROVED METAL BARS, SCREENS OR GRILLES. (3) SLIDING DOOR ASSEMBLIES REGULATED BY THIS CHAPTER SHALL COMPLY WITH UNIFORM BUILDING CODE STANDARD 10-5, PART II. (4) LOUVERED WINDOWS SHALL NOT BE USED WHEN ANY PORTION OF THE WINDOW IS LESS THAN TWELVE FEET VERTICALLY OR SIX FEET HORIZONTALLY FROM AN ACCESSIBLE SURFACE OR ANY ADJOINING ROOF, BALCONY, LANDING, STAIR TREAD, PLATFORM, OR SIMILAR STRUCTURE UNLESS SUCH WINDOWS ARE PROTECTED BY APPROVED METAL BARS, SCREENS, OR GRILLS. (ADDED BY ORD. NO. 1945CCS § 12 (PART), ADOPTED 6/8/99) 14. GARAGE TYPE DOORS - ROLLING OVERHEAD, SOLID OVERHEAD, SWING, ADDED BY SLIDING OR ACCORDION SHALL CONFORM TO THE FOLLOWING STANDARDS: (1) ALUMINUM DOORS SHALL BE A MINIMUM THICKNESS OF .0215 INCHES AND RIVETED TOGETHER A MINIMUM OF EIGHTEEN INCHES ON CENTER ALONG THE OUTSIDE SEAMS. THERE SHALL BE A FULL WIDTH HORIZONTAL BEAM ATTACHED TO THE MAIN DOOR STRUCTURE WHICH SHALL MEET THE PILOT, OR PEDESTRIAN ACCESS, DOOR FRAMING WITHIN THREE INCHES OF THE STRIKE AREA OF THE PILOT OR PEDESTRIAN ACCESS DOOR. (3) DOORS THAT EXCEED SIXTEEN FEET IN WIDTH SHALL HAVE TWO LOCK RECEIVING POINTS; OR, IF THE DOOR DOES NOT EXCEED NINETEEN FEET, A SINGLE BOLT MAY BE USED IF PLACED IN THE CENTER OF THE DOOR WITH THE LOCKING POINT LOCATED EITHER AT THE FLOOR OR DOOR FRAME HEADER; OR, TORSION SPRING COUNTER BALANCE TYPE HARDWARE MAY BE USED. (4) EXCEPT IN A RESIDENTIAL BUILDING, DOORS SECURED BY ELECTRICAL OPERATION SHALL HAVE A KEYED SWITCH TO OPEN THE DOOR WHEN IN A CLOSED POSITION, OR BY A SIGNAL LOCKING DEVICE. (5) DOORS WITH SLIDE BOLT ASSEMBLIES SHALL HAVE FRAMES A MINIMUM OF .120 INCHES IN THICKNESS, WITH A MINIMUM BOLT DIAMETER OF ONE-HALF INCH AND PROTRUDE AT LEAST ONE AND ONE-HALF INCHES INTO THE RECEIVING GUIDE. A BOLT DIAMETER OF THREE-EIGHTHS OF AN INCH MAY BE USED IN A RESIDENTIAL BUILDING. THE SLIDE BOLT SHALL BE ATTACHED TO THE DOOR WITH NON-REMOVABLE BOLTS FROM THE OUTSIDE. RIVETS SHALL NOT BE USED TO ATTACH SLIDE BOLT ASSEMBLIES. (6) EXCEPT IN A RESIDENTIAL BUILDING, PADLOCK(S) USED WITH EXTERIOR MOUNTED SLIDE BOLT (S) SHALL HAVE A HARDENED STEEL SHACKLE LOCKING BOTH AT HEEL AND TOE AND A MINIMUM FIVE-PIN TUMBLER OPERATION WITH NON-REMOVABLE KEY WHEN IN AN UNLOCKED POSITION. PADLOCK(S) USED WITH INTERIOR MOUNTED SLIDE BOLT SHALL HAVE A HARDENED STEEL SHACKLE WITH A MINIMUM FOUR PIN TUMBLER OPERATION. (ADDED BY ORD. NO. 1945CCS § 12 (PART), ADOPTED 6/8/99) 15. SWINGING EXTERIOR GLASS DOORS, WOOD OR METAL DOORS WITH GLASS PANELS, SOLID WOOD OR METAL DOORS SHALL BE CONSTRUCTED OR PROTECTED AS FOLLOWS: (1) WOOD DOORS SHALL BE OF SOLID CORE CONSTRUCTION WITH A MINIMUM THICKNESS OF ONE AND THREE-FOURTHS (1- 3/4) INCHES. WOOD PANEL DOORS WITH PANELS LESS THAN ONE (1) INCH THICK SHALL BE COVERED ON THE INSIDE WITH A MINIMUM SIXTEEN (16) U.S. GAUGE SHEET STEEL, OR ITS EQUIVALENT, WHICH IS TO BE ATTACHED WITH SCREWS ON MINIMUM SIX (6) INCH CENTERS. HOLLOW STEEL DOORS SHALL BE OF A MINIMUM SIXTEEN (16) U.S. GAUGE AND HAVE SUFFICIENT REINFORCEMENT TO MAINTAIN THE DESIGNED THICKNESS OF THE DOOR WHEN ANY LOCKING DEVICE IS INSTALLED; SUCH REINFORCEMENT BEING ABLE TO RESTRICT COLLAPSING OF THE DOOR AROUND ANY LOCKING DEVICE. (2) ANY GLAZING UTILIZED WITHIN 40 INCHES OF ANY DOOR LOCKING MECHANISM SHALL BE CONSTRUCTED OR PROTECTED AS FOLLOWS: (A) FULLY TEMPERED GLASS OR RATED BURGLARY RESISTANT GLAZING; OR (B) IRON OR STEEL GRILLS OF AT LEAST ONE-EIGHTH (1/8) INCH MATERIAL WITH A MINIMUM TWO (2) INCH MESH SECURED ON THE INSIDE OF THE GLAZING MAY BE UTILIZED; OR (C) THE GLAZING SHALL BE COVERED WITH IRON BARS OF AT LEAST ONE-HALF (2) INCH ROUND OR ONE INCH BY ONE-FOURTH INCH (1" X 1/4") FLAT STEEL MATERIAL, SPACED NOT MORE THAN FIVE (5) INCHES APART, SECURED ON THE INSIDE OF THE GLAZING. (D) ITEMS (B) AND (C) ABOVE SHALL NOT INTERFERE WITH THE OPERATION OF OPENING WINDOWS IF SUCH WINDOWS ARE REQUIRED TO BE OPERABLE BY THE CALIFORNIA BUILDING CODE. 16. ALL SWINGING EXTERIOR WOOD AND STEEL DOORS SHALL BE EQUIPPED AS FOLLOWS: (1) A SINGLE OR DOUBLE DOOR SHALL BE EQUIPPED WITH A SINGLE CYLINDER DEADBOLT LOCK. THE DEADBOLT LOCK MUST BE ACTUATED BY A KEY FROM THE EXTERIOR AND A KNOB OR THUMB TURN FROM THE INTERIOR AND WHEN PROJECTED BECOMES LOCKED AGAINST RETURN BY END PRESSURE. THE BOLT SHALL HAVE A MINIMUM PROJECTION OF ONE (1) INCH AND BE CONSTRUCTED SO AS TO REPEL CUTTING TOOL ATTACK. THE DEADBOLT SHALL HAVE AN EMBEDMENT OF AT LEAST THREE-FOURTHS (3/4) INCH INTO THE STRIKE RECEIVING THE PROJECTED BOLT. THE CYLINDER SHALL HAVE A CYLINDER GUARD, A MINIMUM OF FIVE PIN TUMBLERS, AND SHALL BE CONNECTED TO THE INNER PORTION OF THE LOCK BY CONNECTING SCREWS OF AT LEAST ONE-FOURTH INCH IN DIAMETER. THE PROVISIONS OF THE PRECEDING PARAGRAPH DO NOT APPLY WHERE (1) PANIC HARDWARE IS REQUIRED, OR (2) AN EQUIVALENT DEVICE IS APPROVED BY THE ENFORCING AUTHORITY. (2) DOUBLE DOORS SHALL BE EQUIPPED AS FOLLOWS: (A) THE INACTIVE LEAF OF DOUBLE DOOR(S) SHALL BE EQUIPPED WITH METAL FLUSH BOLTS HAVING A MINIMUM EMBEDMENT OF FIVE- EIGHTHS INCH INTO THE HEAD AND THRESHOLD OF THE DOOR FRAME. (B) DOUBLE DOORS SHALL HAVE AN ASTRAGAL CONSTRUCTED OF STEEL A MINIMUM OF .125 INCH THICK WHICH WILL COVER THE OPENING BETWEEN THE DOORS. THE ASTRAGAL SHALL BE A MINIMUM OF TWO INCHES WIDE, AND EXTEND A MINIMUM OF ONE INCH BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED. THE ASTRAGAL SHALL BE ATTACHED TO THE OUTSIDE OF THE ACTIVE DOOR BY MEANS OF WELDING OR WITH NONREMOVABLE BOLTS SPACED APART ON NOT MORE THAN TEN-INCH CENTERS. ALUMINUM FRAME SWINGING DOORS SHALL BE EQUIPPED AS FOLLOWS: (1) THE JAMB ON ALL ALUMINUM FRAME SWINGING DOORS SHALL BE SO CONSTRUCTED OR PROTECTED TO WITHSTAND SIXTEEN HUNDRED POUNDS OF PRESSURE IN BOTH A VERTICAL DISTANCE OF THREE INCHES AND A HORIZONTAL DISTANCE OF ONE INCH EACH SIDE OF THE STRIKE, SO AS TO PREVENT VIOLATION OF THE STRIKE. (2) A SINGLE OR DOUBLE DOOR SHALL BE EQUIPPED WITH A DOUBLE CYLINDER DEADBOLT WITH A BOLT PROJECTION EXCEEDING ONE INCH, OR A HOOK SHAPED OR EXPANDING DOG BOLT THAT ENGAGES THE STRIKE SUFFICIENTLY TO PREVENT SPREADING. THE DEADBOLT LOCK SHALL HAVE A MINIMUM OF FIVE PIN TUMBLERS AND A CYLINDER GUARD. 17. ALUMINUM FRAME SWINGING DOORS SHALL BE EQUIPPED AS FOLLOWS: (1) THE JAMB ON ALL ALUMINUM FRAME SWINGING DOORS SHALL BE SO CONSTRUCTED OR PROTECTED TO WITHSTAND SIXTEEN HUNDRED POUNDS OF PRESSURE IN BOTH A VERTICAL DISTANCE OF THREE INCHES AND A HORIZONTAL DISTANCE OF ONE INCH EACH SIDE OF THE STRIKE, SO AS TO PREVENT VIOLATION OF THE STRIKE. (2) A SINGLE OR DOUBLE DOOR SHALL BE EQUIPPED WITH A DOUBLE CYLINDER DEADBOLT WITH A BOLT PROJECTION EXCEEDING ONE INCH, OR A HOOK SHAPED OR EXPANDING DOG BOLT THAT ENGAGES THE STRIKE SUFFICIENTLY TO PREVENT SPREADING. THE DEADBOLT LOCK SHALL HAVE A MINIMUM OF FIVE PIN TUMBLERS AND A CYLINDER GUARD. 18. PANIC HARDWARE, WHENEVER REQUIRED BY THE CALIFORNIA BUILDING CODE OR TITLE 19 OF THE CALIFORNIA ADMINISTRATIVE CODE, SHALL BE INSTALLED AS FOLLOWS: (1) PANIC HARDWARE SHALL CONTAIN A MINIMUM OF TWO LOCKING POINTS ON EACH DOOR; OR (2) ON SINGLE DOORS, PANIC HARDWARE MAY HAVE ONE LOCKING POINT WHICH IS NOT TO BE LOCATED AT EITHER THE TOP OR BOTTOM RAILS OF THE DOOR FRAME. THE DOOR SHALL HAVE AN ASTRAGAL CONSTRUCTED OF STEEL 0.125 INCH THICK WHICH SHALL BE ATTACHED WITH NON-REMOVABLE BOLTS TO THE OUTSIDE OF THE DOOR. THE ASTRAGAL SHALL EXTEND A MINIMUM OF SIX INCHES VERTICALLY ABOVE AND BELOW THE LATCH OF THE PANIC HARDWARE. THE ASTRAGAL SHALL BE A MINIMUM OF TWO INCHES WIDE AND EXTEND A MINIMUM OF ONE INCH BEYOND THE EDGE OF THE DOOR TO WHICH IT IS ATTACHED. (3) DOUBLE DOORS CONTAINING PANIC HARDWARE SHALL HAVE AN ASTRAGAL ATTACHED TO THE DOORS AT THEIR MEETING POINT WHICH WILL CLOSE THE OPENING BETWEEN THEM, BUT NOT INTERFERE WITH THE OPERATION OF EITHER DOOR. 19. HORIZONTAL SLIDING DOORS SHALL BE EQUIPPED WITH A METAL GUIDE TRACK AT TOP AND BOTTOM AND A CYLINDER LOCK AND/OR PADLOCK WITH A HARDENED STEEL SHACKLE WHICH LOCKS AT BOTH HEEL AND TOE, AND A MINIMUM FIVE PIN TUMBLER OPERATION WITH NON-REMOVABLE KEY WHEN IN AN UNLOCKED POSITION. THE BOTTOM TRACK SHALL BE SO DESIGNED THAT THE DOOR CANNOT BE LIFTED FROM THE TRACK WHEN THE DOOR IS IN A LOCKED POSITION. 20. IN OFFICE BUILDINGS (MULTIPLE OCCUPANCY), ALL ENTRANCE DOORS TO INDIVIDUAL OFFICE SUITES SHALL MEET THE CONSTRUCTION AND LOCKING REQUIREMENTS FOR EXTERIOR DOORS. 21. WINDOWS SHALL BE DEEMED ACCESSIBLE IF LESS THAN TWELVE FEET ABOVE GROUND. ACCESSIBLE WINDOWS HAVING A PANE EXCEEDING NINETY-SIX SQUARE INCHES IN AN AREA WITH THE SMALLEST DIMENSION EXCEEDING SIX INCHES AND NOT VISIBLE FROM A PUBLIC OR PRIVATE THOROUGHFARE SHALL BE PROTECTED IN THE FOLLOWING MANNER: (1) FULLY TEMPERED GLASS OR BURGLARY-RESISTANT GLAZING; OR (2) THE FOLLOWING WINDOWS BARRIERS MAY BE USED BUT SHALL BE SECURED WITH NON- REMOVABLE BOLTS: (A) INSIDE OR OUTSIDE IRON BARS OF AT LEAST ONE-HALF-INCH ROUNDED ONE BY ONE-QUARTER INCH FLAT STEEL MATERIAL, SPACED NOT MORE THAN FIVE INCHES APART AND SECURELY FASTENED; OR (B) INSIDE OR OUTSIDE IRON OR STEEL GRILLS OF AT LEAST ONE-EIGHTH-INCH MATERIAL WITH NOT MORE THAN A TWO- INCH MESH AND SECURELY FASTENED. (3) F A SIDE OR REAR WINDOW IS OF THE TYPE THAT CAN BE OPENED, IT SHALL, WHERE APPLICABLE, (4) THE PROTECTIVE BARS OR GRILLS SHALL NOT INTERFERE WITH THE OPERATION OF OPENING 22. ALL EXTERIOR TRANSOMS EXCEEDING NINETY-SIX SQUARE INCHES ON THE SIDE AND REAR OF BE SECURED ON THE INSIDE WITH EITHER A SLIDE BAR, BOLT, CROSSBAR, AUXILIARY LOCKING DEVICE, ANY BUILDING OR PREMISES USED FOR BUSINESS PURPOSES SHALL BE PROTECTED BY ONE OF THE FOLLOWING: AND/OR PADLOCK WITH HARDENED STEEL SHACKLE, A MINIMUM FOUR PIN TUMBLER OPERATION. (1) FULLY TEMPERED GLASS OR RATED BURGLARY-RESISTANT GLAZING; OR WINDOWS IF SUCH WINDOWS ARE REQUIRED TO BE OPERABLE BY THE CALIFORNIA BUILDING CODE. (2) THE FOLLOWING BARRIERS MAY BE USED BUT SHALL BE SECURED WITH NON- REMOVABLE BOLTS: (A) OUTSIDE IRON BARS OF AT LEAST ONE-HALF-INCH ROUND OR ONE BY ONE-QUARTER-INCH FLAT STEEL MATERIAL, SPACED NO MORE THAN FIVE INCHES APART AND SECURELY FASTENED; OR (B) OUTSIDE IRON OR STEEL GRILLS OF AT LEAST ONE-EIGHTH-INCH WITH NOT MORE THAN A TWO INCH MESH AND SECURELY FASTENED (3) THE PROTECTIVE BARS OR GRILLS SHALL NOT INTERFERE WITH THE OPERATION OF OPENING THE TRANSOMS IF SUCH TRANSOMS ARE REQUIRED TO BE OPERABLE BY THE CALIFORNIA BUILDING CODE OR TITLE 19, CALIFORNIA ADMINISTRATIVE CODE. SECURITY NOTES (CONT'D) 23. ROOF OPENINGS SHALL BE EQUIPPED AS FOLLOWS: (1) ALL SKYLIGHTS ON THE ROOF OF ANY BUILDING OR PREMISES USED FOR BUSINESS PURPOSES SHALL BE PROVIDED WITH: (A) RATED BURGLARY-RESISTANT GLAZING; OR (B) IRON BARS OF AT LEAST ONE-HALF-INCH ROUND OR ONE BY ONE-FOURTH-INCH FLAT STEEL MATERIAL UNDER THE SKYLIGHT AND SECURELY FASTENED; OR (C) A STEEL GRILL OR AT LEAST ONE-EIGHTH-INCH MATERIAL WITH A MAXIMUM TWO-INCH MESH UNDER THE SKYLIGHT AND SECURELY FASTENED. (2) ALL HATCHWAY OPENINGS ON THE ROOF OF ANY BUILDING OR PREMISES USED FOR BUSINESS PURPOSES SHALL BE SECURED AS FOLLOWS: (A) IF THE HATCHWAY IS OF WOODEN MATERIAL, IT SHALL BE COVERED ON THE INSIDE WITH AT LEAST SIXTEEN U.S. GAUGE SHEET METAL, OR ITS EQUIVALENT, ATTACHED WITH SCREWS. (B) THE HATCHWAY SHALL BE SECURED FROM THE INSIDE WITH A SLIDE BAR OR SLIDE BOLTS. (C) OUTSIDE HINGES ON ALL HATCHWAY OPENINGS SHALL BE PROVIDEWDITH NON-REMOVABLE PINS WHEN USING PIN-TYPE HINGES. (3) ALL AIR DUCT OR AIR VENT OPENINGS EXCEEDING NINETY-SIX SQUARE INCHES ON THE ROOF OR EXTERIOR WALLS OF ANY BUILDING OR PREMISES USED FOR BUSINESS PURPOSES SHALL BE SECURED BY COVERING THE SAME WITH EITHER OF THE FOLLOWING: (A) BARS OF AT LEAST ONE-HALF-INCH ROUND OR ONE BY ONE-FOURTH INCH FLAT STEEL MATERIAL SPACED NO MORE THAN FIVE INCHES APART AND SECURELY FASTENED; OR (B) IRON OR STEEL GRILLS OF AT LEAST ONE-EIGHTH-INCH MATERIAL WITH A MAXIMUM TWO-INCH MESH AND SECURELY FASTENED. (C) IF THE BARRIER IS ON THE OUTSIDE, IT SHALL BE SECURED WITH BOLTS WHICH ARE NONREMOVABLE FROM THE EXTERIOR. (D) THE ABOVE (A AND B) MUST NOT INTERFERE WITH VENTING REQUIREMENTS CREATING A POTENTIALLY HAZARDOUS CONDITION TO HEALTH AND SAFETY OR CONFLICT WITH THE PROVISIONS OF THE CALIFORNIA BUILDING CODE OR TITLE 19 OF THE CALIFORNIA ADMINISTRATIVE CODE. 24. PERMANENTLY AFFIXED LADDERS LEADING TO ROOFS SHALL BE FULLY ENCLOSED WITH SHEET METAL TO A HEIGHT OF TEN FEET. THIS COVERING SHALL BE LOCKED AGAINST THE LADDER WITH A CASE HARDENED HASP, SECURED WITH NON-REMOVABLE SCREWS OR BOLTS. HINGES ON THE COVER WILL BE PROVIDED WITH NON-REMOVABLE PINS WHEN USING PIN-TYPE HINGES. IF A PADLOCK IS USED, IT SHALL HAVE A HARDENED STEEL SHACKLE, LOCKING AT BOTH HEEL AND TOE, AND A MINIMUM FIVE PIN TUMBLER OPERATION WITH NONREMOVABLE KEY WHEN IN AN UNLOCKED POSITION. 25. A BUILDING LOCATED WITHIN EIGHT FEET OF UTILITY POLES OR SIMILAR STRUCTURES WHICH CAN BE USED TO GAIN ACCESS TO THE BUILDING'S ROOF, WINDOWS OR OTHER OPENINGS SHALL GLAZING NOTES 1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED HAVE SUCH ACCESS AREA BARRICADED OR FENCED WITH MATERIALS TO DETER HUMAN CLIMBING. BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN SECTION 2406. A. SWING DOORS. B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. C. STORM DOORS. D. UNFRAMED SWINGING DOORS. E. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS F. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. G. FIXED OR OPERABLE PANELS OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: i. EXPOSED AREA OF THE INDIVIDUAL PANE GREATER THEN 9 S.F ii. EXPOSED BOTTOM EDGE LESS THEN 18" ABOVE THE FLOOR. iii. EXPOSED TOP EDGE GREATER THEN 36" ABOVE THE FLOOR iv. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING H. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. I. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING CONDITIONS ARE PRESENT: i. THE BOTTOM EDGE OF THE GLAZING IS LESS THEN 60" ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING. ii. THE GLAZING IS WITHIN 60" OF A SWIMMING POOL OR SPA WATER'S EDGE. J. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE, WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THEN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. K. ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE PLANE IS LESS THEN 60" ABOVE THE NOSE OF THE TREAD. 2. ALL GLASS DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO SHOW COMPLIANCE WITH AIR INFILTRATION STANDARDS OF THE 1972 ANSI A134.1, A134.2, A134.3, AND A134.4. REFLECTED CEILING NOTES 1. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERAL FORCE OF 20% OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE SYSTEM. USE A MINIMUM CEILING WEIGHT OF FIVE POUNDS PER SQUARE FOOT TO DETERMINE THE LATERAL FORCE. 2. WHERE CEILING LOADS DO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING METHODS MAY BE EMPLOYED: 2.1 PROVIDE LATERAL SUPPORT BY FOUR WIRES OF MINIMUM NO. 12-GAUGE SPLAYED IN FOUR DIRECTIONS 90 DEGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2” OF THE CROSS RUNNER AND TO THE STRUCTURE ABOVE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12 FEET ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4 FEET FROM EACH WALL. 2.2. ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. 2.3. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8” OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL. 2.4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABOVE. 3. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. 4. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. FINISH NOTES 1. ENSURE SURFACES TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. 3. PROVIDE STRAIGHT, FLUSH RESILIENT BASE AT CARPETED AREAS, AND COVED, TOP SET RESILIENT BASE AT RESILIENT FLOORING, UNLESS OTHERWISE NOTED. MEANS OF EGRESS 1. THE MEANS OF EGRESS SHALL BE ILLUMINATED WITH AT LEAST 1 FOOT CANDLE AT THE FLOOR LEVEL, IN ADDITION TO ANY OTHER CODE REQUIREMENTS. 2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. 3. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). 4. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SECTION 2702. 5. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 6. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90 MIN. IN CASE OF PRIMARY POWER LOSS. (1011.2-1011.5.3) 7. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SEE 1008.1.8.3 8. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND A MAX 48" ABOVE FINISHED FLOOR. 9. THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. 10. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.8-1008.1.8.6. 11. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE. (1006.1) 12. 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 FOLLOWING AREAS: A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS: B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THE LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1024.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.5, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. MEANS OF EGRESS (CONT'D) 13. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 30 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. (1006.3) 14. EXIT SIGN(S) ARE REQUIRED WHEN 2 OR MORE EXITS ARE REQUIRED. SHOW LOCATION OF ALL EXIT SIGNS (CBC 1011.1) EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.006 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION, A MAXIMUM-TOMINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 15. THE EXIT SIGN SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. SHOW TWO SOURCES OF POWER FOR MEANS OF EGRESS. (CBC 1006.3) 16. EXIT SIGN ARE REQUIRED FOR FLOOR-LEVEL EXIT SIGNS AND EXIT PATH MARKINGS PER CBC 1011.7 AND 1011.8. POWER AND COMMUNICATION NOTES 1. PRIOR TO CORING SLAB, REVIEW LOCATIONS WITH ARCHITECT AND COORDINATE LOCATIONS WITHOWNER. 2. COORDINATE INSTALLATION OF TELECOMMUNICATIONS, DATA AND SECURITY SYSTEMS. 3. VERIFY EQUIPMENT SPECIFICATIONS, POWER AND INSTALLATION REQUIREMENTS WITH MANUFACTURER TO ENSURE PROPER FIT AND FUNCTION. 4. VERIFY MOUNTING REQUIREMENTS OF ELECTRICAL, TELEPHONE AND OTHER EQUIPMENT. 5. GANG ADJACENT LIGHT SWITCHES AND COVER WITH A SINGLE PLATE. 6. PROVIDE LIGHT SWITCHING IN CONFORMANCE WITH TITLE 24 REQUIREMENTS. FOR ROOMS OR AREAS GREATER THAN 100 SQUARE FEET PROVIDE DOUBLE SWITCHES WITH EACH SWITCH CONTROLLING 50%OF LAMPS PER FIXTURE. 7. MOUNT STANDARD WALL OUTLETS, SWITCHES AND THERMOSTATS AT HEIGHTS REQUIRED BY TITLE 24 AND ADA GUIDELINES, UNLESS OTHERWISE NOTED. WHEN THERMOSTATS AND LIGHT SWITCH OCCUR TOGETHER, INSTALL BOTH ALIGNED HORIZONTALLY WITH CENTER LINE AT +3'-2" ABOVE FINISHED FLOOR. 8. INDICATED DIMENSIONS ARE TO THE CENTER LINE OF OUTLET OR SWITCH, OR CLUSTER OF OUTLETS OR SWITCHES, UNLESS OTHERWISE NOTED. 9. INSTALL OUTLETS ON OPPOSITE SIDES OF PARTITIONS IN SEPARATE STUD CAVITIES. DO NOT INSTALL BACK-TO-BACK. 10. PROVIDE MATCHING COVER PLATES, RECEPTACLES AND RELATED ITEMS. PROVIDE ONE- PIECE TYPE GANG COVER PLATES, UNLESS OTHERWISE NOTED. 11. IDENTIFY DEDICATED OR ISOLATED GROUND ELECTRICAL OUTLETS WITH A RED DOT. SPECIAL HAZARDS 1. ROOF CONSTRUCTION SUCH AS TELEVISION ANTENNA, GUY WIRES, AND RAZOR RIBBON SHALL NOT PREVENT FIRE DEPARTMENT ACCESS OR EGRESS IN THE EVENT OF A FIRE. 2. ROOF COVERINGS SHALL CONFORM TO THE BUILDING CODE. 3. PROVIDE AN APPROVED SPARK ARRESTOR FOR THE CHIMNEY OF A FIREPLACE, STOVE OR BARBEQUE DEVICE WHICH USES FUEL BURNING MATERIALS. NOTE ON PLANS 1. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED 2. EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT CANDLES (54 LUX). 3. INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTION IN SECTION 2720. 4. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. 5. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM THAT WILL PROVIDE AN ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS. (1011.5-1011.6.3) 6. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT. (1008.1.9) 7. DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34” AND A MAX. 48” ABOVE THE FINISHED FLOOR. (1008.1.9.2) 8. ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1008.1.9 9. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAT 1FOOT-CANDLE AT THE WALKING SURFACE. (1006.1) 10. 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 FOLLOWING AREAS (1006.3): A. AISLES AND UNENCLOSED EGRESS STAIRWAYS IN ROOMS AND SPACES THAT REQUIRE TWO OR MORE MEANS OF EGRESS; B. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. C. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVEL OF EXIT DISCHARGE UNTIL EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. D. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITTED IN SECTION 1027.1, IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. E. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1008.1.6, FOR EXIT DISCHARGE DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. 11. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702.(1006.3) 12. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOTCANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT -CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. 13. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403. SECURITY NOTES 1. COORDINATE WITH SECURITY COMPANY FOR INSTALLATION OF ALARM SYSTEMS. 2. DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR BE PROVIDED WITH SOME DEVICE TO PREVENT THE DOOR FROM BEING OPENED SHOULD THE STOP BE REMOVED. 3. STOPS ON OUT-SWINGING DOORS TO BE ONE-PIECE CONSTRUCTION OR FASTENED WITH 3/4" SCREWS 6" O. C. 4. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE OUTSIDE WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS OR A MECHANICAL INTERLOCK TO PRECLUDE REMOVAL OF THE DOOR FROM THE EXTERIOR BY REMOVING THE HINGE PINS. IN ADDITION, THEY SHALL HAVE 1/4" MIN. STEEL JAMB STUD WITH 1/4" MIN. PROJECTION. 5. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS SHALL BE SECURED TO THE JAMB AND WALL FRAMING WITH 2" LONG SCREWS. (A) THE STRIKE PLATE FOR DEAD BOLTS ON ALL WOOD FRAMED DOORS SHALL BE CONSTRUCTED OF MINIMUM SIXTEEN U.S. GAUGE STEEL, BRONZE, OR BRASS AND SECURED TO THE JAMB BY A MINIMUM OF TWO SCREWS, WHICH MUST PENETRATE AT LEAST TWO INCHES INTO SOLID BACKING BEYOND THE SURFACE TO WHICH THE STRIKE IS ATTACHED. 6. ALL EXTERIOR DOORS SHALL BE FLUSH-TYPE HOLLOW METAL OR WOOD DOORS 1-3/4" THICK WITH SOLID CORE CONSTRUCTION, OR FULLY TEMPERED GLASS IF GLASS, AND SHALL BE INSTALLED WITH DEAD LOCKING LATCHES. DEADBOLTS SHALL HAVE A MINIMUM 1" THROW AND A MINIMUM 5/8" EMBEDMENT (STRAIGHT TYPE) AND SHALL CONTAIN HARDENED INSERTS. LOCKS SHALL BE FLUSH, KEY-OPERATED CYLINDERS ON THE EXTERIOR AND SHALL BE OPERABLE WITHOUT KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT ON THE INTERIOR. 7. DOOR JAMBS SHALL BE INSTALLED WITH SOLID BACKING IN SUCH A MANNER THAT ANY OPEN SPACE BETWEEN TRIMMERS AND WOOD DOOR JAMBS SHALL BE SOLID SHIMMED BY A SINGLE PIECE EXTENDING NOT LESS THAN TWELVE INCHES ABOVE AND BELOW THE STRIKE PLATE. 8. TRIMMERS SHALL BE FULL DOOR LENGTH WITH SOLID BACKING AGAINST SOLE AND HEADER PLATES. 9. HORIZONTAL BLOCKING SHALL BE PLACED BETWEEN STUDS AT LOCK STRIKE HEIGHT FOR 3 STUD SPACES 10. DOUBLE DOORS (INACTIVE LEAFS) SHALL BE SECURED WITH BOTH HEAD AND BASE FLUSH BOLTS WITH A MINIMUM 5/8" EMBEDMENT. 11. NOT LESS THAN THREE FOUR AND ONE-HALF INCH STEEL BUTT HINGES SHALL BE SYMMETRICALLY FASTENED TO BOTH THE DOOR AND FRAME WITH NOT LESS THAN FOUR NO. 9 BY THREE-FOURTHS-INCH WOOD SCREWS OR TO METAL WITH NOT LESS THAN FOUR NO. 8 MACHINE SCREWS. 12. KEYING REQUIREMENTS: UPON OCCUPANCY BY THE OWNER OR PROPRIETOR, EACH SINGLE UNIT IN A TRACT OR COMMERCIAL DEVELOPMENT, CONSTRUCTED UNDER THE SAME GENERAL PLAN, SHALL HAVE LOCKS USING COMBINATIONS WHICH ARE INTERCHANGE FREE FROM LOCKS USED IN ALL OTHER SEPARATE DWELLINGS, PROPRIETORSHIPS OR SIMILAR DISTINCT OCCUPANCIES. (ADDED BY ORD. NO. 1945CCS § 12 (PART), ADOPTED 6/8/99). GENERAL CONSTRUCTION NOTES 1. SEE UNIT MATRIX FOR UNIT NUMBERS AND TYPES TO BE UPGRADED. 2. ALL ELEVATION DIMENSIONS ARE TO FACE OF FINISH U.O.N. ALL DIMENSIONS ARE TO FACE OF FINISH FOR CLEARANCE PURPOSES, O.U.N. 3. CONTRACTOR TO VERIFY IN FIELD ALL DIMENSIONS PRIOR TO CONSTRUCTION. AND TO VERIFY ALL WINDOW LOCATIONS, AND ORIENTATIONS WITHIN UNIT PLANS. CONTRACTOR TO NOTIFY ARCHITECT IF WINDOW LOCATION/SIZE ARE DIFFERENT FROM PLANS. 4. CONTRACTOR TO VERIFY EXISTING DOOR HARDWARE AND REPLACE WITH ADA LEVER HARDWARE WITH PUSH BUTTON LOCKS AS REQUIRED. ALL DOORS TO HAVE ACCESSIBLE LEVER-TYPE HARDWARE. ALL DOOR HARDWARE WITH THUMB TURN LOCKS TO BE REPLACED WITH PUSH BUTTON LOCKS. THE LEVER OR LEVER OF ACTUATED LATCHES OR LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN 1/2 INCH OF THE DOOR. SEE DOOR SCHEDULE FOR MORE INFO. 5. ALL LOW OUTLETS TO BE RAISED/LOWERED, 15" AFF MAX TO BOTTOM OF BOX. CONTROLS, ELECTRICAL OUTLETS, SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING, ELECTRICAL RECEPTACLES, APPLIANCES OR COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX. RECEPTACLES AT COUNTERS ARE TO BE WITHIN 24" REACH. SEE TYPICAL DETAILS 1/A055. 6. ALL INTERIOR DOOR JAMBS TO BE 4" MIN FROM INSIDE CORNER OR CENTERED IN WALL UNLESS NOTED OTHERWISE INTERIOR DIMENSIONS ARE TO FACE OF FINISH U.N.O. 7. ALL MECHANICAL, PLUMBING & ELECTRICAL PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRE STOPPED. 8. IF APPLICABLE, PATCH GYP-CRETE, CONCRETE @ FLOOR WHERE WALLS ARE REMOVED.WHEN LOCATING NEW WALLS ON EXISTING GYP-CRETE PRE-DRILL GYP-CRETE AND SCREW BOTTOM PLATE TO SUBFLOOR. WHEN LOCATING ATTACHMENTS IN POST TENSION SLAB - XRAY OR SIMILAR TO LOCATE POSSIBLE POST TENSION CABLES IN AREAS OF WORK. 9. AT SHOWERS/TUBS CONTRACTOR TO VERIFY MANUFACTURER'S CLEAR DIMENSION REQUIREMENTS PRIOR TO START OF FRAMING. WHEN CALLED OUT TILE AT SHOWERS/TUBS TO EXTEND TO CEILING AND OUT TO ENDS OF ADJ. WALLS AND BE TERMINATED WITH A BULLNOSE. ALL GYPSUM BOARD BEHIND SHOWERS TO BE WATER RESISTANT GYP BD. PROVIDE RATED BOARD WHERE REQUIRED. SHOWER AND TUB WALLS TO BE SMOOTH, HARD, NON-ABSORBANT SURFACE NOT LESS THAN 70" ABOVE DRAIN INLET. 10. RESTORE ALL FINISHES AND MATCH EXISTING (IF APPLICABLE) FOR ALL COLORS, TRIM, ETC (UNLESS OTHERWISE NOTED). REPAIR ALL DAMAGE TO LIKE NEW CONDITION. SEAL EXTERNAL CRACKS, JOINTS, ETC WITH CAULKING AND INSTALL PEST PROOF SCREENS WHERE REQUIRED. 11. PAINT AT ALL DRYWALL PATCHES SHOULD INCLUDE THE ENTIRE WALL TO CLOSEST INTERSECTION NOT JUST THE AREA OF THE PATCH. 12. CONTRACTOR TO MAINTAIN THE INTEGRITY OF ALL FIRE RATINGS. 13. SEE A050-A055 FOR MOUNTING HEIGHT, CLEARANCES, & ACCESSIBILITY INFO. ALL THRESHOLDS TO MEET CBC 1132A. REFER TO SHEETS A620-A630 FOR DOOR THRESHOLD TRANSITION REQUIREMENTS. 14. ANY EQUIPMENT, GRAB BARS, ACCESSORIES, APPURTENANCES MOUNTED ON STUD WALLS ARE REQUIRED TO BE ATTACHED TROUGH WALL FINISH INTO SOLID BLOCKING U.O.N BY MANUFACTURER SPECIFICALLY. PROVIDE 2 X 8 MIN. BLOCKING @ ALL GRAB BAR LOCATIONS & WHERE SHOWN. SEE TYP. DETAILS. 15. VERIFY ALL EQUIPMENT SIZES BEFORE FABRICATION OF CASEWORK, BUILT-IN KITCHEN EQUIPMENT/APPLIANCES (REF, RANGE, MICROWAVE, ETC) & ALL OTHER BUILT-IN TYPE EQUIPMENT SHALL FIT AS TIGHTLY AS POSSIBLE WITHIN EQUIP/APPLIANCE MFR'S REQUIREMENTS TO CASEWORK OPENINGS. 16. ANY SUBCONTRACTOR DESIGNED ITEMS TO BE SUBMITTED TO AND APPROVED BY THE ARCHITECT PRIOR CONSTRUCTION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL CABINETRY/CASEWORK, AND SUBMITTALS FOR APPROVAL FOR ALL FINISHES, APPLIANCES AND PLUMBING FIXTURES. 17. PROVIDE BLOCKING FOR ALL CASEWORK, COORDINATE LOCATION WITH CASEWORK MANUFACTURER. 18. FLOOR / WALL / CABINET FINISHES TO EXTEND TO BACK WALL AT OPEN SINK, FRIDGE AND WORK STATION BASE CABINETS 19. PROVIDE SOLID END PANELS AT OPEN WORK STATIONS AND KITCHEN SINKS WHERE BASE CABINET FINISHED SIDES DO NO OCCUR 20. CARE HAS BEEN TAKEN TO FORESEE PERTINENT CONSTRUCTION CONDITIONS. HOWEVER, FIELD CONDITIONS MAY OCCUR WHICH WILL CAUSE A CONFLICT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR SUBCONTRACTOR TO ALERT THE ARCHITECT OF ANY SUCH DISCREPANCIES OR CONFLICTS PRIOR TO PERFORMING WORK. FAILURE TO DO SO MAY LEAD TO WORK IN QUESTION BEING REJECTED BY OWNER OR ARCHITECT. 21. CLOSET POLE AND SHELF- PROVIDE CONCEALED 2x BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT VERIFY LOCATION REQUIREMENTS WITH SUPPLIER. AT SINGLE SHELF AND POLE SET BLOCKING FOR POLE AT 46" A.F.F. AT DOUBLE SHELVES AND POLES SET BLOCKING FOR TOP POLE AT 80" AND LOWER POLE AT 40" A.F.F. SHELVES TO BE 5/8'' THK. WOOD FACTORY PRIMED FIELD PAINTED. AT COAT CLOSET, PROVIDE SHELF AND POLE. AT BEDROOM CLOSET, PROVIDE DOUBLE SHELVES AND DOUBLE POLE. GENERAL DEMO NOTES 1. REMOVE/RELOCATE EXISTING LIGHTING FIXTURES, SWITCHES, OUTLETS EFFECTED BY WALL CHANGES. ADJUST LOCATION AND REPLACE AS NECESSARY. 2. PROVIDE TEMPORARY SHORING AND SUPPORTING STRUCTURE WHERE REQUIRED TO SUPPORT STRUCTURAL LOADS DURING DEMO. 3. CONTRACTOR TO REMOVE A PORTION OF THE CEILING IN THE AREA OF THE WALL DEMOLITION AND VERIFY THE DIRECTION OF THE EXISTING FRAMING WHEN DEMO A PORTION OF CEILING. CONTRACTOR IS TO NOTIFY ARCHITECT WHEN INFORMATION IMMEDIATELY. 4. CONTRACTOR TO REMOVE A PORTION OF THE WALL FINISH TO DETERMINE IF THERE IS EXISTING PLYWOOD ON EITHER FACE OF THE WALL WHEN DEMO A PORTION OF WALL. IF PLYWOOD IS FOUND THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO VERIFY THICKNESS AND NAILING OF WALL BEFORE PROCEEDING WITH DEMOLITION. 5. CONTRACTOR TO DETERMINE IF FLOOR JOISTS ARE SPLICED OR BLOCKED OVER WALLS TO BE REMOVED OR DEMOLISHED. IF THERE IS A SPLICE OR BLOCKING AT THE TOP OF THE WALL CONTRACTOR TO NOTIFY ARCHITECT AND ENGINEER FOR DIRECTION BEFORE PROCEEDING WITH DEMOLITION.DEMOLITION CONTRACTOR IS NOT TO REMOVE ANY STRUCTURAL ELEMENTS WITHOUT PRIOR DIRECTION AND AUTHORIZATION BY A STRUCTURAL ENGINEER. 6. WALLS TO BE DEMOLISHED ARE NON-BEARING AND NON-SHEAR, AND THIS HAS BEEN VERIFIED BY THE ARCHITECT OF RECORD VIA SITE VISIT OR AS-BUILT. TO COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY AND ENVIRONMENTAL PROTECTION. 7. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. 8. ERECT AND MAINTAIN DUSTPROOF PARTITIONS TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. 9. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. 10. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. 11. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES FOR NEW WORK. REMOVE ALL POWER SIGNAL, SWITCHING & OTHER PERTINENT ITEMS FROM WALLS TO BE DEMOLISHED. 12. REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCT WORK. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED. 13. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR FOR NEW FLOOR FINISHES. 14. PATCH OR REPAIR THE DRYWALL (WALL AND CEILINGS) MISSING AND/OR DAMAGED AT DEMOLISHED WALLS AND/OR CEILINGS. REPLACE SUBFLOORING, FLOORING, AND/OR BASEBOARD MISSING, REMOVED AND/OR DAMAGED AT DEMOLISHED WALLS. 15. CARE SHOULD BE MADE IN CAPPING OFF ALL UNUSED ELECTRICAL AND PLUMBING FEEDS. WHERE POSSIBLE ALL ABANDONED UTILITY FEEDS TO BE REMOVED BACK TO THE SOURCE OF ORIGINATION. 16. REMOVE ALL ELECTRICAL CIRCUITS NOT ATTACHED TO FUNCTIONING EQUIPMENT THAT IS TO REMAIN. REMOVE THEM BACK TO PANELS. ALSO REMOVE CONDUITS WHERE POSSIBLE. 17. CARE TO BE TAKEN DURING WALL DEMOLITION WHERE NEW WALL CONSTRUCTION IS PROPOSED TO INTERSECT OR JOIN EXISTING OR ADJACENT CONSTRUCTION. 18. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY NEAT AND ORDERLY CONDITION AND LEFT FREE FROM ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. REMOVE CRATES, CARTONS, AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH FROM THE WORK AREA AT THE END OF EACH WORKING DAY. PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES, AND SIMILAR SPACES SHALL BE CLEANED AND LEFT FREE OF RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS, EXTRANEOUS CONSTRUCTION MATERIAL, DIRT, AND DUST. 19. CONDUCT DEMOLITION TO AVOID DAMAGE TO EXISTING BUILDING SHELL/ STRUCTURE. CEASE OPERATION AND NOTIFY OWNER IMMEDIATELY IF SHELL/ STRUCTURE APPEARS TO BE IN DANGER. 20. THE CONTRACTOR'S DISCRETION IS REFERRED TO FOR INTERPRETATION OF THE LIMITS UNDER WHICH THEY TREAT WALLS WHICH ARE TO REMAIN. WHETHER TO DEMOLISH AN ENTIRE WALL TO BE REUSED OR TO PROVIDE SELECTIVE DEMOLITION. 21. AT AREAS OF DRYWALL ONLY DEMO, NOTE MAKE-UP OF ASSEMBLY (NUMBER OF LAYERS OF GYP, RESILIENT CHANNELS, ETC.) SO THAT ASSEMBLY CAN BE MATCH DURING NEW CONSTRUCTION. SOUND 1. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR-CEILING ASSEMBLIES WILL BE SEALED WITH APPROVED PERMANENT ACOUSTIC RESILIENT SEALANT. 2. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES, APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. 3. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT WILL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS 4. MINERAL FIBER INSULATION WILL BE INSTALLED IN JOIST SPACES WHEREVER PLUMBING PIPING OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY FROM WITHIN A WALL. THE INSULATION SHALL BE INSTALLED TO A POINT 12" BEYOND THE PIPE OR DUCT. 5. ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS WILL BE SEPARATED HORIZONTALLY BY 24" AND BACK AND SIDES OF BOXES WILL BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED BY A MINIMUM OF 2" THICK MATERIAL FIBER INSULATION. TV, TELEPHONE AND INTERCOM OUTLETS MUST BE INSTALLED IN BOXES ACCORDINGLY. INTERIOR ENVIROMENT/INTERIOR FINISHES 1. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE FLOOR LEVEL. (1205.1 AND 1205.3) 2. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 802. IN ADDITION, APPLICATIONS ARE TO BE IN ACCORDANCE WITH SECTION 803. 804, AND TABLE 803.5. 3. ANY DECORATIONS SHALL BE NONCOMBUSTIBLE OR FLAME-RETARDANT TREATED IN AN APPROVED MANNER ( CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) 4. THE FLAME SPREAD RATING OF PANELING MATERIALS ON THE WALLS OF THE CORRIDOR, LOBBY & EXIT ENCLOSURE MUST BE IDENTIFIED ON THE PLANS. 5. ADD NOTE ON PLAN: WALL, FLOOR AND CEILING FINISHES SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC 803.9. 6. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72" IN ABOVE DRAIN INLET. FIRE RESISTANT RATED CONSTRUCTION FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. 718.2.2 B. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTH OF THE WALL. 718.2.2 C. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. 718.2.3 D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THE WALL UNDER THE STAIRS IS UNFINISHED. 718.2.4 E. IN OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS, FIREPLACES AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NONCOMBUSTIBLE MATERIALS. 718.2.5 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A041 DI S A B L E D AC E S S I B L E NO T E S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 FIGURE 11 B-304.3.2 T-SHAPEQ TURNING SPACE dimension showing English units (in inches unless otherwise specified) above the line and SI units (in millimeters unless otherwise specified) below the line dimension for small measurements dimension showing a range with minimum - maximum minimum maximum greater than greater than or equal to less than less than or equal to boundary of c lear floor space or maneuvering clearance centerline a permitted element or its extension direction of travel or approach a wall floor, ceiling or other element cut in section or plan a highlighted element in elevation or plan location zone of element, control or feature DescriptionConvention forward parallel 36 914 6 152 33-36 838-914 min max > > < < INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec. 11B-304,305,404 Effective: 01/01/2020 DOCUMENT NO.: P/BC 2020-086 Revised: Previously Issued As: P/BC 2017-086 ACCESSIBILITY DETAILS FOR DOORS, MANEUVERING SPACES & ROUTES 30 " M I N UNLESS SPECIFICALLY STATED OTHERWISE, FIGURES ARE PROVIDED FOR INFORMATIONAL PURPOSES ONLY. (11B-104.3 FIGURES) (b) T-SHAPED SPACE FOR 180O TURNS (a) 60 INCHES DIAMETER SPACE WHEELCHAIR TURNING SPACE FIGURE 11B-104 GRAPHIC CONVENTION FOR FIGURES 48" MIN FIGURE 11B-305.3 CLEAR FLOOR OR GROUND SPACE FIGURE 11B-305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 7 RUBBER BUMPER ON CHAIR P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE 60 " M I N 48 " M I N PULL SIDE 24" MIN 18" MIN CLEAR AT EXTERIOR DOORS CLEAR AT INTERIOR DOORS PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER PUSH SIDE 12" MIN FRONT APPROACH 10" MIN. BOTTOM RAIL DOOR CONSTRUCTION 60 " MI N 44 " MIN 48 " M I N 22" MIN 22" MIN36" MIN HINGE APPROACH, PULL SIDE HINGE APPROACH, PUSH SIDE HINGE APPROACH, PUSH SIDE, DOOR PROVIDED WITH BOTH CLOSER AND LATCH FIGURE 11B-404.2.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 7 latch approach, push side latch approach, push side, door provided with closer (C) folding door (b) sliding door (a) hinged door FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.3 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR or GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (beyond latch side unless noted) From front Pull 60 inches 18 inches From front Push 48 inches 0 inches From hinge side Pull 60 inches 36 inches From hinge side Push 44 inches 22 inches From latch side Pull 60 inches 24 inches From latch side Push 44 inches 24 inches 1. ADD 12 INCHES IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 4 INCHES IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE. 4. ADD 4 INCHES IF CLOSER IS PROVIDED. 5. ADD 6 INCHES AT EXTERIOR SIDE OF EXTERIOR DOORS. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 7 latch approach, push side latch approach, push side, door provided with closer (C) folding door (b) sliding door (a) hinged door FIGURE 11B-404.2.4.1—continued MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE FIGURE 11B-404.2.3 CLEAR WIDTH OF DOORWAYS TABLE 11B-404.2.3 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR or GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (beyond latch side unless noted) From front Pull 60 inches 18 inches From front Push 48 inches 0 inches From hinge side Pull 60 inches 36 inches From hinge side Push 44 inches 22 inches From latch side Pull 60 inches 24 inches From latch side Push 44 inches 24 inches 1. ADD 12 INCHES IF CLOSER AND LATCH ARE PROVIDED. 2. ADD 4 INCHES IF CLOSER AND LATCH ARE PROVIDED. 3. BEYOND HINGE SIDE. 4. ADD 4 INCHES IF CLOSER IS PROVIDED. 5. ADD 6 INCHES AT EXTERIOR SIDE OF EXTERIOR DOORS. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 7 (C) push side, door provided with both closer and latch (b) push side (a) pull side P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORS & MANEUVERING SPACE 48" MIN 48" MIN (a) (b) 48" MIN (c) FIGURE 11B-404.2.6 DOORS IN SERIES AND GATES IN SERIES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 7 (a ) SINGLE DOOR (b) DOUBLE DOOR (C)PASSA dominant direction of travel AN ADULT SIZE WHEELCHAIR AVERAGES 27 INCHES IN WIDTH. THE REQUIRED 32 INCH CLEAR OPENING ALLOWS 2-1/2 INCHES ON EACH SIDE FOR HANDS. long dimension perpendicular to dominant direction of travel FIGURE 11B-302.2 CARPET PILE HEIGHT FIGURE11B-303.2 VERTICAL CHANGE IN LEVEL FIGURE 11B-303.3 BEVELED CHANGE IN LEVEL FIGURE 11B-302.3 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 11B-404.2.3 * NOTE: SEE FIGURE 11B-404.2.3 P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ACCESSIBLE ROUTES 11B-404.2.3 Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches. 11B-404.2.5 THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 6 of 7 (a) 180 degree turn (b) 180 degree turn (Exception) (a) single space (b) two spaces (b) side entry (a) front or rear entry FIGURE 11B-802.1.2 WIDTH OF WHEELCHAIR SPACES FIGURE 11B-802.1.3 DEPTH OF WHEELCHAIR SPACES FIGURE 11B-403.5.1 CLEAR WIDTH OF AN ACCESSIBLE ROUTE FIGURE 11B-403.5.2 CLEAR WIDTH AT TURN P/BC 2020-086 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ACCESSIBLE ROUTES ACCESSIBLE ROUTE OF TRAVEL 11B-403.5.1 SEE CLEAR WIDTH AND EXCEPTIONS REQUIREMENTS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 7 INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-607,608,610 Effective: 01/01/2020 DOCUMENT NO.: P/BC 2020-088 Previously Issued As: P/BC 2017-088 Revised: ACCESSIBILITY DETAILS FOR TUBS AND SHOWERS FIGURE 11B-607.2 CLEARANCE FOR BATHTUBS THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 FIGURE 11B-607.5 BATHTUB CONTROL LOCATION FIGURE 11B-607.4.1 GRAB BARS FOR BATHTUBS WITH PERMANENT SEATS FIGURE 11B-607.4.2 GRAB BARS FOR BATHTUBS WITH REMOVABLE IN-TUB SEATS P/BC 2020-088 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TUBS AND SHOWERS 11B-607.5 Controls, other than drain stoppers, shall be located on an end wall. Controls shall be between the bathtub rim and grab bar, and between the open side of the bathtub and the centerline of the width of the bathtub. Controls shall comply with Section 11B-309.4. 11B-607.6 A shower spray unit with a hose 59 inches (1499 mm) long minimum that can be used both as a fixed-position shower head and as a handheld shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Bathtub shower spray units shall deliver water that is 120ﾰF (49ﾰC) maximum. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 Note: inside finished dimensions measured at the center points ofopposing sides FIGURE 11B-608.2.1 TRANSFER TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE Note: inside finished dimensions measured at the center points ofopposing sides FIGURE 11B-608.2.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE Note inside finished dimensions measured at the center points of opposing sides FIGURE 11B-608.2.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT SIZE AND CLEARANCE FIGURE 11B-608.3.2 GRAB BARS FOR STANDARD ROLL-IN TYPE SHOWER FIGURE 11B-608.3.3 GRAB BARS FOR ALTERNATE ROLL-IN TYPE SHOWERS P/BC 2020-088 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TUBS AND SHOWERS Note: Transfer type shower compartments shall be permitted in transient lodging guest rooms, multibedroom housing units in undergraduate student housing and residential dwelling units; and shall not be permitted at other locations to meet the requirements of Section 11B-213.3.6. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. 3 of 5 P/BC 2020-088 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TUBS AND SHOWERS FIGURE 11B-608.5.1 TRANSFER TYPE SHOWER COMPARTMENT CONTROL FIGURE 11B-608.5.3 ALTERNATE ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATION FIGURE 11B-608.5.2 STANDARD ROLL-IN TYPE SHOWER COMPARTMENT CONTROL LOCATIONLOCATION FIGURE 11B-610.2 BATHTUB SEATS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 5 FIGURE 11B-610.3.1 RECTANGULAR SHOWER SEAT FIGURE 11B-610.3 EXTENT OF SEAT FIGURE 11B-610.3.2 L-SHAPED SHOWER SEAT P/BC 2020-088 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TUBS AND SHOWERS 11B-610.1 General. Seats in bathtubs and shower compartments shall comply with Section 11B-610. 11B-610.2 Bathtub seats. The top of bathtub seats shall be 17 inches minimum and 19 inches maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches (381 mm) minimum and 16 inches maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub. 11B-610.3 Shower compartment seats. A seat in a standard roll-in shower compartment shall be a folding type, shall be installed on the side wall adjacent to the controls, and shall extend from the back wall to a point within 3 inches of the compartment entry. A seat in an alternate roll-in type shower compartment shall be a folding type, shall be installed on the front wall opposite the back wall, and shall extend from the adjacent side wall to a point within 3 inches of the compartment entry. In transfer type showers, the seat shall extend from the back wall to a point within 3 inches(76 mm) of the compartment entry. The top of the seat shall be 17 inches minimum and 19 inches maximum above the bathroom finish floor. When folded, the seat shall extend 6 inches maximum from the mounting wall. Seats shall comply with Section 11B-610.3.1 or 11B- 610.3.2. 11B-610.3.1 Rectangular seats. The rear edge of a rectangular seat shall be 21/2 inches maximum and the front edge 15 inches minimum and 16 inches maximum from the seat wall. The side edge of the seat shall be 11/2 inches maximum from the adjacent wall. 11B-610.3.2 L-shaped seats. The rear edge of an L-shaped seat shall be 21/2 inches maximum and the front edge 15 inches minimum and 16 inches maximum from the seat wall. The rear edge of the “L” portion of the seat shall be 11/2 inches maximum from the wall and the front edge shall be 14 inches minimum and 15 inches maximum from the wall. The end of the “L” shall be 22 inches minimum and 23 inches maximum from the main seat wall. 11B-610.4 Structural strength. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device, or supporting structure. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 5 FIGURE 11B-703.3.2 POSITION OF BRAILLE FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS P/BC 2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND TABLE 11B-703.4.1 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on t he basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 5 P/BC-2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TOILETS AND BATHING FACILITIES GEOMETRIC SYMBOLS FLOOR 60 " M A X 48 " M I N X GENDER SPECIFIC GEOMETRIC SYMBOLS APPLY ONLY TO MULTI-ACCOMMODATION RESTROOMS MEN WOMEN SINGLE-USER SIGN STATEMENT AS - “UNISEX RESTROOM”, “ALL GENDER RESTROOM”, “RESTROOM” (TACTILE/ BRAILLE COMPLIANT RESTROOM UNSEX RESTROOM UNISEX RESTROOM Y CENTER LINE FIN. ELEV. 12 " NOTE: PICTOGRAMS NOT REQUIRED The provisions of CBC Chapter 11B require that a sanitary facility that is not specifically identified as for "men" or "women" (referred to in Chapter 11B as a “unisex” facility) have a geometric symbol on the door that is an equilateral triangle superimposed onto a circle. The "unisex" symbol is the only specific indicator required to be provided by Chapter 11B for a toilet facility that is available for use by all individuals. No pictogram, text, or braille is required on the symbol. (See attachment, Exhibit A.) BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS X BASELINE OF LOWEST Y UNISEX RESTROOM BRAILLE CELL TACTILE / RAISED CHARACTER & GD-II BRAILLE SIGN 11B-703.4.1 Height above finish floor or ground. Tactile characters on signs shall be located 48 inches (1219 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches (1524 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Exception: Tactile characters for elevator car controls shall not be required to comply with Section 11B- 703.4.1. 1 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 5 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A042 DI S A B L E D AC E S S I B L E NO T E S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 Dra f t Parking spaces provided to serve TOTAL NUMBER OF PARKING SPACES PROVIDED IN PARKING FACILITY MINIMUM NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES 1 to 25 1 26 to 50 2 51 to 75 3 76 to 100 4 101 to 150 5 151 to 200 6 201 to 300 7 301 to 400 8 401 to 500 9 501 to 1000 2 percent of total 1001 and over 20, plus 1 for each 100, or fraction thereof, over 1000 Exceptions: INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-208,11B-228.3,11B-502, Effective: 01/01/2020 11B-812,1113A,1138A DOCUMENT NO.: P/BC 2020-084 Revised: 12/02/2019 Previously Issued As: P/BC 2017-084 ACCESSIBILITY DETAILS FOR PARKING WHERE ACCESSIBLE PARKING IS REQUIRED. Where parking spaces are provided, parking spaces shall be provided in accordance with Section 11B-208. Exception: Parking spaces used exclusively for buses, trucks, other delivery vehicles, or vehicular impound shall not be required to comply with Section 11B-208 provided that lots accessed by the public are provided with a passenger loading zone complying with Section 11B-503. Minimum number. Parking spaces complying with Section 11B-502 shall be provided in accordance with Table 11B-208.2 except as required by Sections 11B-208.2.1, 11B-208.2.2, and 11B-208.2.3. Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility. Hospital outpatient facilities. Ten percent of patient and visitor parking spaces provided to serve hospital outpatient facilities, and free-standing buildings providing outpatient clinical services of a hospital, shall comply with Section 11B-502. Rehabilitation facilities and outpatient physical therapy facilities. Twenty percent of patient and visitor parking spaces provided to serve rehabilitation facilities specializing in treating conditions that affect mobility and outpatient physical therapy facilities shall comply with Section 11B- 502. Residential facilities. residential facilities shall comply with Section 11B-208.2.3. Parking for guests, employees, and other non-residents. Where parking spaces are provided for persons other than residents, parking shall be provided in accordance with Table 11B-208.2. Requests for accessible parking spaces. When assigned parking is provided, designated accessible parking for the adaptable residential dwelling units shall be provided on requests of residents with disabilities on the same terms and with the full range of choices (e.g., off-street parking, carport or garage) that are available to other residents. Van parking spaces. For every six or fraction of six parking spaces required by Section 11B-208.2 to comply with Section 11B-502, at least one a shall be a van parking space complying with Section 11B-502. Location. Parking facilities shall comply with Section 11B-208.3. General. Parking spaces complying with Section 11B-502 that serve a particular building or facility shall be located on the shortest accessible route from parking to an entrance complying with Section 11B-206.4. Where parking serves more than one accessible entrance, parking spaces complying with Section 11B-502 shall be dispersed and located on the shortest accessible route to the accessible entrances. In parking facilities that do not serve particular building or facility, parking spaces complying with Section 11B-502 shall be located on the shortest accessible route to an accessible pedestrian entrance of the parking facility. 1.All van parking spaces shall be permitted to be grouped on one level within a multi-story parking facility. 2.Parking spaces shall be permitted to be located in different parking facilities if substantially equivalent or greater accessibility is provided in terms of distance from an accessible entrance or entrances, parking fee, and user convenience. TABLE 11B-208.2 PARKING SPACES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 7 P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION PASSENGER DROP-OFF AND LOADING ZONES General. Passenger drop-off and loading zones shall comply with Section 11B-503. Vehicle pull-up space. Passenger drop-off and loading zones shall provide a vehicular pull-up space 96 inches wide minimum and 20 feet long minimum. Access aisle. Passenger drop-off and loading zones shall provide access aisles complying with Section 11B-503 adjacent and parallel to the vehicle pull- up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way. Valet parking. Parking facilities that provide valet parking services shall provide at least one passenger loading zone complying with Section 11B- 503. The parking requirements of Section 11B-208.1 apply to facilities with valet parking. Mechanical access parking garages. Mechanical access parking garages shall provide at least one passenger loading zone complying with Section 11B-503 at vehicle drop-off and vehicle pick-up areas. PARKING SPACES 60 " MI N CURB LINE AREA TO BE MARKED FULL LENGTH OF VEHICLE PULL-UP SPACE General. Car and van parking spaces shall comply with Section 11B-502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings. Exception: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle. 18 ' - 0" MI N 12'-0" MIN 5'-0" MIN 9'-0" MIN (a) PERPENDICULAR PARKING FIGURE 11B-503.3 PASSENGER DROP-OFF AND LOADING ZONE ACCESS AISLE Width. Access aisles serving vehicle pull-up spaces shall be 60 inches wide minimum. Length. Access aisles shall extend the full length of the vehicle pull-up spaces they serve. Marking. Access aisles shall be marked with a painted borderline around their perimeter. The area within the borderlines shall be marked with hatched lines a maximum of 36 inches on center in a color contrasting with that of the aisle surface. Floor and ground surfaces. Vehicle pull-up spaces and access aisles serving them shall comply with Section 11B-302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level are not permitted. Exception: Slopes not steeper than 1:48 shall be permitted. Vertical clearance. Vehicle pull-up spaces, access aisles serving them, and a vehicular route from an entrance to the passenger loading zone and from the passenger loading zone to a vehicular exit shall provide a vertical clearance of 114 inches minimum. Identification. Each passenger loading zone designated for persons with disabilities shall be identified with a reflectorized sign complying with Section 11B-703.5. It shall be permanently posted immediately adjacent to and visible from the passenger loading zone stating “Passenger Loading Zone Only” and including the International Symbol of Accessibility complying with Section 11B-703.7.2.1 in white on a dark blue background. Medical care and long-term care facilities. At least one passenger loading zone complying with Section 11B-503 shall be provided at an accessible entrance to licensed medical care and licensed long-term care facilities where the period of stay may exceed twenty-four hours. FIGURE 11B‐502.2 VEHICLE PARKING SPACES As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 7 P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION Vehicle spaces. Car and van parking spaces shall be 216 inches (18 feet) long minimum. Car parking spaces shall be 108 inches (9 feet) wide minimum and van parking spaces shall be 144 inches (12 feet) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with Section 11B-502.3. Exception: Van parking spaces shall be permitted to be 108 inches (9 feet) wide minimum where the access aisle is 96 inches (8 feet) wide minimum. Access aisle. Access aisles serving parking spaces shall comply with Section 11B-502.3. Access aisles shall adjoin an accessible route. Two parking spaces shall be permitted to share a common access aisle. Width. Access aisles serving car and van parking spaces shall be 60 inches (5 feet) wide minimum. Length. Access aisles shall extend the full required length of the parking spaces they serve. Marking. Access aisles shall be marked with a blue painted borderline around their perimeter. The area within the blue borderlines shall be marked with hatched lines a maximum of 36 inches (3 feet) on center in a color contrasting with that of the aisle surface, preferably blue or white. The words "NO PARKING" shall be painted on the surface within each access aisle in white letters a minimum of 12 inches (1 foot) in height and located to be visible from the adjacent vehicular way. Access aisle markings may extend beyond the minimum required length. Location. Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for van parking spaces which shall have access aisles located on the passenger side of the parking spaces. Floor or ground surfaces. Parking spaces and access aisles serving them shall comply with Section 11B- 302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level are not permitted. Exception: Slopes not steeper than 1:48 shall be permitted. Vertical clearance. Parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Vertical clearance. Parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Exception: In existing multistory parking facilities, car parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 80 inches (2032 mm) minimum. Existing vertical clearance in excess of 80 inches (2032 mm) and less than 98 inches (2489 mm) shall be maintained. This exception shall not apply to van parking spaces, access aisles, or vehicular routes serving them. Identification. Parking space identification signs shall include the International Symbol of Accessibility complying with Section 11B- 703.7.2.1. Signs identifying van parking spaces shall contain additional language or an additional sign with the designation “van accessible.” Signs shall be 60 inches (5 feet) minimum above the finish floor or ground surface measured to the bottom of the sign. Exception: Signs located within an accessible route shall be a minimum of 80 inches (6 feet, 8 inches) above the finish floor or ground surface measured to the bottom of the sign. Finish and size. Parking identification signs shall be reflectorized with a minimum area of 70 square inches. Minimum fine. Additional language or an additional sign below the International Symbol of Accessibility shall state “Minimum Fine $250.” INTERNATIONAL SYMBOL OF ACCESSIBILITY 36" BY 36" (See Marking.11B-502.6.4) FIGURE 11B-502.3.3 PERPENDICULAR PARKING IDENTIFICATION MARKING 11B-502.6.4 Align VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES (9 FEET) WIDE MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES (8 FEET) WIDE MINIMUM. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 7 P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION FIGURE 11B‐502.3.3 ANGLED PARKING IDENTIFICATION Location. A parking space identification sign shall be visible from each parking space. Signs shall be permanently posted either immediately adjacent to the parking space or within the projected parking space width at the head end of the parking space. Signs may also be permanently posted on a wall at the interior end of the parking space. Marking. Each accessible car and van space shall have surface identification complying with either Sections 11B-502.6.4.1 or 11B- 502.6.4.2. The parking space shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 in white on a blue background a minimum 36 inches wide by 36 inches high. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space length. The parking space shall be outlined or painted blue and shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 a minimum 36 inches wide by 36 inches high in white or a suitable contrasting color. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space. Relationship to accessible routes. Parking spaces and access aisles shall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. 11B-502.7.1 Arrangement. Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked. 11B-502.7.2 Wheel stops. A curb or wheel stop shall be provided if required to prevent encroachment of vehicles over the required clear width of adjacent accessible routes. 11B-502.8 Additional signage. An additional sign shall be posted either; 1) In a conspicuous place at each entrance to an off-street parking facility or 2) Immediately adjacent to on-site accessible parking and visible from each parking space. 11B-502.8.1 Size. The additional sign shall not be less than 17 inches wide by 22 inches high. 11B-502.8.2 Lettering. The additional sign shall clearly state in letters with a minimum height of 1 inch the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner’s expense. Towed vehicles maybe reclaimed at: __________ ___ or by telephoning _________________.” Blank spaces shall be filled in with appropriate information as a permanent part of the sign. (NOTE: Towing Co.'s Name and Telephone Number must be noted on the detail sheet/s on the plans). As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 7 P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION ACCESSIBLE PARKING SIGN INSTALLED AT EACH SPACE PARKING ONLY MINIMUM FINE $250 REFLECTORIZED WITH MINIMUM AREA OF 70 SQ.IN. THE ADDITIONAL “ TOW-AWAY” SIGN SHALL BE 17" MIN. X 22" MIN. LETTERS SHALL HAVE A MINIMUM HEIGHT OF 1" TOWING COMPANY’S NAME * AND TELEPHONE NOS.* MUST BE PROVIDED ON SIGN WHERE APPLIES 60 " MI N . NOTE: SIGNS LOCATED W/IN ACCESSIBLE ROUTE SHALL BE 80" MIN. A.F.F. OR ABOVE GROUND SURFACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. 36 " M I N GROUND SURFACE FINISH LINE PARKING ONLY MINIMUM FINE $250 VAN ACCESSIBLE 36" MIN As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 7 Electrical Vehicle Charging Stations Electric vehicle charging stations (EVCS) shall comply with Section 11B-812 as required by Section 11B-228.3. Where vehicle spaces and access aisles are marked with lines, measurements shall be made from the centerline of the markings. Exception: 11B-812.1 Operable parts shall comply with Section 11B-309. Future installation of Electric Vehicle (EV) Chargers serving Covered MultiFamily Dwellings shall be on accessible route per 1113A and shall be in compliance with section 1138A reach range requirements Floor or ground surfaces. Vehicle spaces and access aisles serving them shall comply with Section 11B-302. Access aisles shall be at the same level as the vehicle space they serve. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted in vehicle spaces and access aisles. Vertical clearance. Vehicle spaces, access aisles serving them, and vehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Where provided, overhead cable management systems shall not obstruct required vertical clearance. Accessible route to building or facility. EVCS complying with Section 11B-812 that serve a particular building or facility shall be located on an accessible route to an entrance complying with Section 11B-206.4. Where EVCS do not serve a particular building or facility, EVCS complying with Section 11B-812 shall be located on an accessible route to an accessible pedestrian entrance of the EV charging facility. Exception: 11B-812.5.1 Accessible route to EV charger. An accessible route complying with Section 11B-402 shall be provided between the vehicle space and the EV charger which serves it. Relationship to accessible routes. Vehicle spaces and access aisles shall be designed so that when the vehicle space is occupied the required clear width of adjacent accessible routes is not obstructed. A curb, wheel stop, bollards, or other barrier shall be provided if required to prevent encroachment of vehicles over the required clear width of adjacent accessible routes. Arrangement. Vehicle spaces and access aisles shall be designed so that persons using them are not required to travel behind vehicle spaces or parking spaces other than the vehicle space in which their vehicle has been left to charge. Exceptions: 11B-812.5.4 Obstructions. EVCS shall be designed so accessible routes are not obstructed by cables or other elements. Vehicle spaces. Vehicle spaces serving van accessible, standard accessible, ambulatory and drive-up EVCS shall be 216 inches (5486 mm) long minimum and shall com ply with Sections 11B-812.6.1 through 11B- 812.6.4 as applicable. All vehicle spaces shall be marked to define their width. Exceptions: 11B-812.6 Van accessible. Vehicle spaces serving van accessible EVCS shall be 144 inches (3658 mm) wide minimum and shall have an adjacent access aisle complying with Section 11B-812.7. Standard accessible. Vehicle spaces serving standard accessible EVCS shall be 108 inches (2743 mm) wide minimum and shall have an adjacent access aisle complying with Section 11B-812.7. Ambulatory. Vehicle spaces serving ambulatory EVCS shall be 120 inches (3048 mm) wide minimum and shall not be required to have an adjacent access aisle. Drive-up. Vehicle spaces serving drive-up EVCS shall be 204 inches (5182 mm) wide minimum and shall not be required to have an adjacent access aisle. Access aisle. Access aisles shall adjoin an accessible route. Two vehicle spaces shall be permitted to share a common access aisle. Access aisles shall be 60 inches (1524 mm) wide minimum and shall extend the full required length of the vehicle spaces they serve. Location. Access aisles at vehicle spaces shall not overlap the vehicular way and may be placed on either side of the vehicle space they serve except for van accessible spaces which shall have access aisles located on the passenger side of the vehicle spaces. Marking. Access aisles at vehicle spaces shall be marked with a painted borderline around their perimeter. The area within the borderlines shall be marked with hatched lines a maximum of 36 inches (914 mm) on center. The color of the borderlines, hatched lines, and letters shall contrast with that of the surface of the access aisle. The blue color required for identification of access aisles for accessible parking shall not be used. Access aisle markings may extend beyond the minimum required length. Lettering. The words “NO PARKING” shall be painted on the surface within each access aisle in letters a minimum of 12 inches (305 mm) in height and located to be visible from the adjacent vehicular way. Identification signs. EVCS identification signs shall be provided in compliance with Section 11B-812.8. Four or fewer. Where four or fewer total EVCS are provided, identification with an International Symbol of Accessibility (ISA) shall not be required. Five to twenty-five. Where five to twenty-five total EVCS are provided, one van accessible EVCS shall be identified by an ISA complying with Section 11B-703.7.2.1. The required standard accessible EVCS shall not be required to be identified with an ISA. Twenty-six or more. Where twenty-six or more total EVCS are provided, all required van accessible and all required standard accessible EVCS shall be identified by an ISA complying with Section 11B-703.7.2.1. Ambulatory. Ambulatory EVCS shall not be required to be identified by an ISA. Drive-up. Drive-up EVCS shall not be required to be identified by an ISA. Finish and size. Identification signs shall be reflectorized with a minimum area of 70 square inches (45 161 mm2). Location. Required identification signs shall be visible from the EVCS it serves. Signs shall be permanently posted either immediately adjacent to the vehicle space or within the projected vehicle space width at the head end of the vehicle space. Signs identifying van accessible vehicle spaces shall contain the designation “van accessible.” Signs shall be 60 inches (1525 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. Signs located within an accessible route shall be 80 inches (2032 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. Signs may also be permanently posted on a wall at the interior end of the vehicle space. Surface marking. EVCS vehicle spaces shall provide surface marking stating “EV CHARGING ONLY” in letters 12 inches (305 mm) high minimum. The centerline of the text shall be a maximum of 6 inches (152 mm) from the centerline of the vehicle space and its lower corner at, or lower side aligned with, the end of the parking space length. As covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 6 of 7 1 1 1 1 1 1 TABLE 11 B-228.3.2.1 ELECTRIC VEHICLE CHARGING STATIONS FOR PUBLIC USE AND COMMON USE TOTAL NUMBER OF EVCS AT A FACILITY* MINIMUM NUMBER (by type) OF EVCS REQUIRED TO COMPLY WITH SECTION 11B-81? Van Accessible Standard Accessible Ambulatory 1 to 4 1 0 0 5 to 25 0 26 to 50 I 51 to 75 2 2 76 to 100 3 3 101 and over 1, plus 1 for each 300, or fraction thereof, over 100 3, plus 1 for each 60, or fraction thereof, over 100 3, plus 1 for each 50, or fraction thereof, over 100 1.Where an EV charger can simultaneously charge more than one vehicle, the number of EVCS provided shall be considered equivalent to the number of electric vehicles that can be simultaneously charged. FIGURE 11B-812.9. SURFACE MARKING P/BC 2020-084 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION Electric vehicle chargers Point-of-sale devices. Where provided, point-of-sale devices shall comply EV chargers shall comply with Section 11B-812.10.Operable parts and with Sections 11B-707.2, 11B-707.3, 11B-707.7.2, and 11B-07.9. charging cord storage shall comply with Section 11B-309. Location. EV chargers shall be adjacent to, and within the projected width of, the vehicle space being served. Exceptions:11B-812.10.4 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 7 7"-9" N I M 9 1 INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-305,604,605 Effective: 01/01/2020 DOCUMENT NO.: P/BC 2020-087 Revised: Previously Issued As: P/BC 2017-087 ACCESSIBILITY DETAILS FOR RESTROOMS AND DRINKING FOUNTAINS 60" MIN 60" MIN 17"-18" 17"-18" ACCESSIBLE WATER CLOSET COMPARTMENT WITHIN SINGLE-ACCOMMODATION TOILET FACILITY A MULTIPLE-ACCOMMODATION TOILET FACILITY Doors shall not swing into the clear floor space or clearance required for any fixture. Other than the door to the accessible water closet compartment, a door in any position, may encroach into the turning space by 12 inches maximum. (11B-603.2.3) Exceptions: (2) Where the toilet room or bathing room is for individual use and a clear floor space complying with Section 11B-305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any fixture. " 33 " - 3 6 " 33 " - 3 6 " 24" MIN 7"-9" CL TOP OF GRAB BAR GRIPPING SURFACE 17"-18" FIGURE 11B-604.7 FIGURE 11B-604.5.2DISPENSER OUTLET LOCATION REAR WALL GRAB BAR AT WATER CLOSETS FIGURE 11B-604.5.1 SIDE WALL GRAB BAR AT WATER CLOSETS THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 P/BC 2020-087 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. FIGURE 11B-609.3 SPACING OF GRAB BARS FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 4"- 4.8" 4"- 4.8" 2" MAX FIGURE 11B-609.2.2 GRAB BAR NON-CIRCULAR CROSS SECTION FIGURE 11B-604.8.1.2 FIGURE 11B-604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT DOORS WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 AMBULATORY ACCESSIBLE TOILET COMPARTMENT P/BC 2020-087 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. FIGURE 11B-604.3.1 -SIZE OF CLEARANCE AT WATER CLOSETS Fig. 11B-604.2 FIGURE 11B-604.8.1.1.2 -MANEUVERING SPACE WITH SIDE-OPENING DOOR FIGURE 11B-604.8.1.1.3 -MANEUVERING SPACE WITH END-OPENING DOOR As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 5 P/BC 2020-087 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. SINK / URINAL FIGURE 11B-306.2 -TOE CLEARANCE FIGURE 11B-306.3 -KNEE CLEARANCE FIGURE 11B-605.2 -HEIGHT AND DEPTH OF URINALS 48" MIN MORE THAN 24" 18" Min 36” Min PLAN As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities.. Page 4 of 5 P/BC 2020-087 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DRINKING FOUNTAINS 25" MAX (FIGURE 11B-306.2) CL EQ EQ Y 48" MIN 5" MAX 15" MIN CL X DRINKING FOUNTAIN SPOUT LOCATION FIGURE 11B-602.5 SPOUT HEIGHT AND KNEE CLEARANCE AT DRINKING FOUNTAINS “HI” FOUNTAIN “LOW” FOUNTAIN EQ E Q Y CL X > 24 " 36" MIN X FIGURE 11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH PLAN OF “HI-LOW” DRINKING FOUNTAIN NOTE: IF X = 18" MIN. ALCOVE DEPTH, THEN Y = 32" MIN. 11B-602.6 WATER FLOW. IF ALCOVE DEPTH (X) IS GREATER THAN 24", THEN THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND ALCOVE WIDTH (Y) MUST BE MINIMUM OF 36" CLEAR. SHALL BE LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESS THAN 3 CLEAR FLOOR SPACE INCHES OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AT “HI-LOW” DRINKING FOUNTAIN ALCOVES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 11B-602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-602.9 PEDESTRIAN PROTECTION. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP MINIMUM, AND SHALL COMPLY WITH SECTION 11B-305.7. WHEN USED, WING WALLS OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 5 FIGURE 11B-7O3.7.2.6.4 EDGES AND VERTICES ON GEOMETRIC SYMBOLS INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-703 Effective: 01/01/2020 DOCUMENT NO.: P/BC 2020-091 Revised: Previously Issued As: P/BC 2017-091 ACCESSIBILITY DETAILS FOR SIGNS FIGURE 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY ( ISA ) FIGURE 11B-703.7.2.2 INTERNATIONAL SYMBOL OF TTY The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1. The symbol shall consist of a white figure on a blue background. The blue shall be FS 15090 in Federal Standard 595C Volume control telephones. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as show in Figure 11B-703.7.2.3 FIGURE 11B-703.7.2.3 VOLUME CONTROL TELEPHONE 11B-703.7.2.2 International Symbol of TTY. The International Symbol of TTY shall comply with Figure 11B-703.7.2.2 Assistive listening systems. Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B- 703.7.2.4 As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on t he basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 FIGURE 11B-703.2,5 HEIGHT OF RAISED CHARACTERS P/BC 2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. 11B-703 Signs 11B-703.1 General. Signs shall comply with Section 11B- 703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 11B-703.1.1 Plan review and inspection. Signs as specified in Section 11B-703, or in other sections of this code, when included in the construction of new buildings or facilities, or when included, altered or replaced due to additions, alterations or renovations to existing buildings or facilities, and when a permit is required, shall comply with Sections 11B- 703.1.1.1 and 11B-703.1.1.2. 11B-703.1.1.1 Plan review. Plans, specifications or other information indicating compliance with these regulations shall be submitted to the enforcing agency for review and approval. 11B-703.1.1.2 Inspection. Signs and identification devices shall be field inspected after installation and approved by the enforcing agency prior to the issuance of a final certificate of occupancy per Chapter 1, Division II, Section 111, or final approval where no certificate of occupancy is issued. The inspection shall include, but not be limited to, verification that Braille dots and cells are properly spaced and the size, proportion and type of raised characters are in compliance with these regulations. TABLE 11B-703.3.1 BRAILLE DIMENSIONS MEASUREMENT RANGE MINIMUM IN INCHES MAXIMUM IN INCHES Dot base diameter 0.059 – 0.063 Distance between two dots in the same cell 0.100 Distance between corresponding dots in adjacent cells 0.300 Dot height 0.025 – 0.037 Distance between corresponding dots from one cell directly below 0.395 – 0.400 Distance between corresponding dots in adjacent cells Distance between dots in the same cell Distance between corresponding dots from one cell directly below Single Braille cell Blank cell space between words Raised Dot Base diameter No raised dot FIGURE 11B-703.3.1 BRAILLE MEASUREMENT Distance between dots in the same cell As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on t he basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A043 DI S A B L E D AC E S S I B L E NO T E S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 P/BC-2020-091 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. IDENTIFICATION OF ALL GENDER SINGLE-USER TOILET FACILITIES Compliant with the California Building Code (CBC) Chapter 11B EXHIBIT A - Door Symbol (required by the CBC) This image represents the door symbol that is required by CBC 11B-216.8 to identify an all-gender/unisex single-user toilet facility. The symbol must comply with the requirements of CBC 11B-703.7.2.6.3. No pictogram, text, or braille is required on the symbol. EXHIBIT B - Designation sign on wall Designation signs are not required to be provided by the CBC or the 2010 ADAS. If provided, a designation sign adjacent to the door must comply with the scoping requirements of CBC 11B-216.2, and the technical requirements for raised characters (CBC 11B-703.2), braille (CBC 11B-703.3), visual characters (CBC 11B-703.5), and requirements for installation height and location (CBC 11B- 703.4). No pictogram is required. The following signs illustrate acceptable examples for designation sign text: ALL GENDER RESTROOM RESTROOM UNISEX RESTROOM As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 5 NOTE1:WHEM DOOR SWINGS ONTO LANDING 42’ MIN PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE Of EACH RAMP AND RUN VARY NOTE 1: WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH NOTE 2: MAXIMUM HORIZONTAL DISTANCE Of EACH RAMP AND RUN VARY INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec.11B-403,404,405, Effective: 01/01/2020 408,504,505,802 DOCUMENT NO.: P/BC 2020-085 Revised: 12/02/2019 Previously Issued As: P/BC 2017-085 ACCESSIBILITY DETAILS FOR RAMPS, STAIRS & ELEVATORS FIGURE 11B‐405.7 RAMP LANDINGRAMP WITH INTERMEDIATE SWITCH BACK PLATFORM RAMP LANDING AND DOORWAY RAMP WITH TURNING PLATFORM As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. FIGURE 11B-505.10.1 TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS FIGURE 11B-405.9.2 CURB OR BARRIER EDGE PROTECTION P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. RAMPS 11B-505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. Ramp handrails shall extend horizontally above the landing for 12 inches beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard, or landing surface, or shall be continuous to the handrail of an adjacent ramp run. SIDEWALK OBSTRUCTIONS RAMPS AND HANDRAILS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DOORWAYS AT RAMP LANDINGS * RA M P U P 3" MAX 42" MIN * INCREASE TO 60" IF DOOR ENCROACHES LANDING BY MORE THAN 3" 42" MIN RAMP UP 3" MAX 60" MIN MIN 18" – INTERIOR DOORS MIN 24" – EXTERIOR DOORS MIN 18" – INTERIOR DOORS MIN 24" – EXTERIOR DOORS 60" 42" MIN RAMP UP 42" MIN * RA M P D O W N 3" MAX 42" MIN * INCREASE TO 72" IF DOOR ENCROACHES BOTTOM LANDING BY MORE THAN 3" RAMP DOWN 3" MAX 60" MIN MIN 18" – INTERIOR DOORS MIN 24" – EXTERIOR DOORS MIN 18" – INTERIOR DOORS MIN 24" – EXTERIOR DOORS 60" 42" MIN RAMP DOWN DOORWAYS AT TOP LANDING DOORWAYS AT BOTTOM SPACE OF A RAMP LANDING SPACE OF A RAMP As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 7 NOTE: INNER HANDRAIL AT LANDINGS OF STAIRS THAT DOUBLE BACK OR IMMEDIATELY TURN SHALL BE CONTINUOUS AND SHALL NOT EXTEND INTO LANDING OR ACCESSIBLE ROUTE OF TRAVEL P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRWAYS Exception: Curved stairways with winder treads are permitted at stairs which are not part of a required means of egress. 11B-504 STAIRWAYS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 7 P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. STAIRS RADIUS ½” MAX 30o MAX 1-¼” MAX (12.7MM) (32 MM) 1-¼” MAX (32 MM) 1-¼” MAX (32 MM) (a) RADIUS OF TREAD EDGE (TYPICAL FOR ALL PROFILES) (b) ANGLED RISER ( C ) CURVED NOSING ( d ) BEVELED NOSING FIGURE 11B-504.5 STAIR NOSINGS FIGURE 11B-505.4 HANDRAIL HEIGHT FIGURE 11B-505.5 FIGURE 11B-505.6 HANDRAIL CLEARANCE HORIZONTAL PROJECTIONS BELOW GRIPPING SURFACE FIGURE 11B-505.10.3 BOTTOM HANDRAIL EXTENSION AT STAIRS FIGURE 11B-505.7.2 HANDRAIL NON-CIRCULAR CROSS SECTION FIGURE 11B-505.10.2 TOP HANDRAIL EXTENSION AT STAIRS As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 5 of 7 P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ELEVATORS FIGURE 11B-407.4.1 ELEVATOR CAR DIMENSIONS TABLE 11B-407.4.1 ELEVATOR CAR DIMENSIONS MINIMUM DIMENSIONS DOOR LOCATION DOOR CLEAR WIDTH INSIDE CAR, SIDE TO SIDE INSIDE CAR, BACK WALL TO FRONT RETURN INSIDE CAR, BACK WALL TO INSIDE FACE OF DOOR Centered 42 inches 80 inches 51 inches 54 inches Side (off‐centered) 36 inches 68 inches 51 inches 54 inches Any 36 inches 54 inches 80 inches 80 inches Any 36 inches 60 inches 60 inches 60 inches 1. A tolerance of minus 5/8 inch (15.9 mm) is permitted. 2. Other car configurations that provide a turning space complying with Section 11B-304 with the door closed shall be permitted. As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 6 of 7 P/BC 2020-085 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. ELEVATORS FIGURE 11B-408.4.1 LIMITED-USE/LIMITED-APPLICATION (LULA) ELEVATOR CAR DIMENSIONS Door and signal timing. The minimum acceptable time from notification that a car is answering a call or notification of the car assigned at the means for the entry of destination information until the doors of that car start to close shall be calculated from the following equation: T = D/(1.5 ft/s) or T = D/(455 mm/s) = 5 seconds minimum where T equals the total time in seconds and D equals the distance (in feet or millimeters) from the point in the lobby or corridor 60 inches (1524 mm) directly in front of the farthest call button controlling that car to the centerline of its hoistway door. (11B-407.3.4) Exceptions: 1. For cars with in-car lanterns, T shall be permitted to begin when the signal is visible from the point 60 inches (1524 mm) directly in front of the farthest hall call button and the audible signal is sounded. 2. Destination-oriented elevators shall not be required to comply with Section 11B-407.3.4. Door delay. Elevator doors shall remain fully open in response to a car call for 5 seconds minimum. (11B-407.3.5) FIGURE 11B‐407.2.2.2 VISIBLE HALL SIGNALS FIGURE 11B-407.2.3.2 CAR DESIGNATIONS ON JAMBS OF DESTINATION-ORIENTED ELEVATOR HOISTWAY ENTRANCES FIGURE 11B-407.2.3.1 FLOOR DESIGNATIONS ON JAMBS OF ELEVATOR HOISTWAY ENTRANCE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 7 of 7 FIGURE11B-307.3 POST-MOUNTED PROTRUDING OBJECTS FIGURE 11B-307.2 LIMITS OF PROTRUDING OBJECTS FIGURE 1B-307.4 VERTICAL CLEARANCE INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO.: LABC Sec. 11B-226.4, 307,308, Effective: 01/01/2020 309,704,902 DOCUMENT NO.: P/BC 2020-089 Revised: Previously Issued As: P/BC 2017-089 ACCESSIBILITY DETAILS FOR OBSTRUCTIONS, REACH RANGES, TELEPHONES & BABY CHANGING STATIONS THESE DIAGRAMS ILLUSTRIATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 1 of 5 P/BC 2020-089 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. WING WALLS DOWN TO FLOOR ADDITIONAL PROTECTION NOT REQUIRED BETWEEN WING WALLS PROTRUDING OBJECTS HANGING ON WALL WITH LEADING EDGES ABOVE 27" CORRIDOR OR OTHER CIRCULATION SPACE WING WALLS DOWN TO FLOOR EXAMPLE OF PROTECTION AROUND WALL-MOUNTED OBJECTS AND MEASUREMENTS OF CLEAR WIDTHS 34 " M A X 36" MIN CLEAR PASSAGE 34 " M A X As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 2 of 5 (a) HIGH FORWARD REACH LIMIT FIGURE11B-308.2.1 UNOBSTRUCTED FORWARD REACH (a ) HIGH FORWARD REACH LIMIT NOTE : X SHALL BE LESS THAN OR EQUAL TO 25 INCHES Z SHALL BE GREATER THAN OR EQUAL TO X. WHEN X !S LESS THAN 20 INCHES. THEN Y SHALL BE 48 INCHES MAXIMUM WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. FIGURE 11B-308.2.2 OBSTRUCTED HIGH FORWARD REACH FIGURE 11B-308.3.1 UNOBSTRUCTED SIDE REACH FIGURE11B-308.3.2 OBSTRUCTED HIGH SIDE REACH P/BC 2020-089 THESE DIAGRAMS ILLUSTRATE THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION REACH RANGE FORWARD REACH As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 3 of 5 ELEVATIONPLAN ELEVATION FIGURE11B-704.2.1.1 PARALLEL APPROACH TO TELEPHONE FIGURE11B-704.2.1.2 FORWARD APPROACH TO TELEPHONE P/BC 2020-089 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. TELEPHONES 48 " M AX 30" X 48" CLEAR SPACE 30" X 48" CLEAR SPACE As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 5 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A090 AL T A SU R V E Y JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 THE PROPERTY DESCRIBED HEREON ABOVE IS THE SAME AS DESCRIBED IN THE FIRST FIDELITY NATIONAL TITLE COMPANY PRELIMINARY REPORT ORDER NO. 997-30112851 DATED AS OF MAY 21, 2024. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A091 AL T A SU R V E Y JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 LOT 8 HIGHLAND STREET TRACT M.M. 6/40 LOT 8 HIGHLAND STREET TRACT M.M. 6/40 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A100 SI T E PL A N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM DEMO KEYNOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 (E) FENCES AND GATES TO REMAIN DEMO EXISTING HARDSCAPE REMOVE (E) PARKING STRIPING AND SYMBOL DEMO (E) CONCRETE CURB REMOVE (E) BUILDING EXTERIOR WALL PACKS, EXISTING LOCATIONS TO REMAIN DEMO (E) PORTION OF EXISTING FENCE FOR NEW PEDESTRIAN GATE ADJUST (E) FIRE EXTINGUISHERS TO ACCESSIBLE HEIGHT. DEMO (E) MAILBOX. DEMO (E) CARPORT ROOF. APPEARS IN DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS DEMO SITE PLANS GENERAL NOTES 1. 2. 3. 4. VERIFY ALL DIMENSIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES NO OFFSITE WORK TO BE COMPLETED NO UTILITIES TO BE UPGRADED OR ADDED. ALL EXISTING UTILITIES ARE UNDERGROUND REF CIVIL FOR PRECISE GRADING AND DRAINAGE PLANS LEGEND EXISTING LANDSCAPE DEMO HARDSCAPE / LANDSCAPE EXISTING HARDSCAPE D3 D4 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D5 D6 D5 D5 D6 D2 D2 D2 D7 D7 D2 D2 D2 D8 100.00' 30 ' - 0 " 30 , 0 0 ' 6.00'6.00' W HIGHLAND STREET W BROOK STREET PE D E S T R I A N EN T R A C E VE H I C L E EN T R A C E VE H I C L E EN T R A C E 20' REQUIRED SETBACK 20' REQUIRED SETBACK SE T B A C K SE T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y LI N E PR O P E R T Y LI N E WH WH PE D E S T R I A N EN T R A C E UP DO W N D1 D1 D1 D1 D1 D1 D9 D9 D9D9 20 . 0 0 ' ADJACENT PROPERTY OUT OF SCOPE NOT IN SCOPE LAUNDRY NEW TRUNCATED DOMES NEW LANDSCAPE NEW HARDSCAPE, REF CIVIL DWGS CONSTRUCTION KEYNOTES 1 2 3 4 5 6 7 8 9 10 11 NEW BUILDING EXTERIOR WALL PACKS. SEE ELECTRICAL PLAN FOR MORE INFORMATION EXISTING CMU WALL TO REMAIN LOWER ALL EXISTING FIRE EXTINGUISHER CABINETS TO 48" MAX. ABOVE THE FLOOR TO ITS OPERABLE PART PROVIDE NEW 48" WIDE WALKWAY. ADJUST FLOOR SURFACE TO HAVE LESS THAN 2% SLOPE IN ALL DIRECTIONS PROVIDE NEW ADA COMPLIANT IDENTIFICATION SIGN PROVIDE 10" VERTICAL SMOOTH SURFACE ON PUSH SIDE OF DOOR PROVIDE ADA COMPLIANT DOOR HARDWARE, AND LOWER THE DOOR HANDRAIL TO 34"-44" ABOVE THE FLOOR. REF DOOR AND HARDWARE NOTES ON A610. LOWER THE EXISTING COMMUNICATION BOX/CALL BOX TO 48" MAX ABOVE THE FLOOR PROVIDE NEW COMMUNICATION BOX/CALL BOX AT 48" MAX ABOVE THE FLOOR PROVIDE 24" MIN MANEUVERING CLEARENCE ON THE PULL SIDE OF THE DOOR. AND MINIMUM DISTANCE OF 60" IN THE DIRECTION OF TRAVEL INSTALL NEW ADA COMPLIANT MAILBOX. APPEARS IN SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS 1 2 1 1 PS PS PS PS PS PS 3 3 4 4 4 567810 57 8 57 8 11 L L L 100.00' 30 ' - 0 " 30 , 0 0 ' 6.00'6.00' W HIGHLAND STREET W BROOK STREET PE D E S T R I A N EN T R A C E VE H I C L E EN T R A C E VE H I C L E EN T R A C E 20' REQUIRED SETBACK 20' REQUIRED SETBACK SE T B A C K SE T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y LI N E PR O P E R T Y LI N E PE D E S T R I A N EN T R A C E UP DO W N 9 6 9 6 2 A110 1 A110 20 . 0 0 ' ACCESSIBLE PATH OF TRAVEL TO UNIT B ADJACENT PROPERTY OUT OF SCOPE NOT IN SCOPE LAUNDRY ACCESSIBLE PATH OF TRAVEL TO UNIT F NEW TRASH ENCLOSURE PROPERTY LINE SETBACK LINE ACCESSIBLE PATH OF TRAVEL* STREET CENTERLINE N 03 03 SCALE: 1" = 20'1EXISTING/DEMO SITE PLAN: GROUND FLOOR SCALE: 1" = 20'2PROPOSED SITE PLAN: GROUND FLOOR * NOTE: NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL. THE SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% & 2% MAX CROSS SLOPE. THE CLEAR WIDTH OF WALKING SURFACE SHALL BE 48" MIN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND EN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL DE 48 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN, AND 48 INCHES MINIMUM LEAVING THE TURN. NOTE: SEE SHEETS A041-A043 FOR RELEVANT DISABLED ACCESS DIAGRAMS 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A101 EN L A R G E D SI T E PL A N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 3 4 2 3 3 3 3 3 3 3 3 4 4 4 7 7 8 8 9 10 101010 PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG 11 11 11 11 9' - 0 " MI N 8' - 0 " MI N 4'-0 " MIN 4'-0" MIN 4'-0 "MIN 4'-0" MIN 4' - 0 " MI N 18'-0" MIN 36" 8' - 0 " 4' - 0 " MI N EQ EQ EQ EXISTING HEDGE TO REMIAN ACCESSIBLE PATH OF TRAVEL TO UNIT B PED E S T R I A N EN T R A C E VE H I C L E EN T R A C E 20' REQUIRED SETBACK SE T B A C K PROPERTY LINE PR O P E R T Y LI N E PR O P E R T Y LI N E 4 3 2 1 9 8 7 6 5 VE H I C L E EN T R A C E PE D E S T R I A N EN T R A C E 1 1 13 13 20 ' - 0 " PARKING CANOPY 1 PARKING CANOPY 2 (N) 2% MAX SLOPE NO PA R K I N G (N) VAN ADA PARKING GENERAL NOTES 1. 2. 3. 4. VERIFY ALL DIMENSIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES NO OFFSITE WORK TO BE COMPLETED NO UTILITIES TO BE UPGRADED OR ADDED. ALL EXISTING UTILITIES ARE UNDERGROUND REF CIVIL FOR PRECISE GRADING AND DRAINAGE PLANS LEGEND NEW TRUNCATED DOMES NEW HARDSCAPE, REF CIVIL DWGS NEW LANDSCAPE EXISTING LANDSCAPE EXISTING HARDSCAPE ACCESSIBLE PATH OF TRAVEL* PROPERTY LINE STREET CENTER LINE KEYNOTES 1 2 3 4 5 6 7 8 9 10 11 12 13 NEW FENCE GATE TO MATCH EXISTING. REF. DETAIL 4/A102. REF DOOR HARDWARE SCHEDULE ON SHEET A610. NEW ADA PARKING STALLS, INCLUDING NEW STRIPING, SYMBOLS AND 70" SQ. INCH ACCESSIBILITY SIGN PER SECTION 1109A.8.8. NEW CONCRETE OR RUBBER PARKING STALL WHEEL STOPS. NEW PARKING STRIPING. NEW CONCRETE CURB. NEW TRASH ENCLOSURE, SEE ENLARGED PLANS FOR ELEVATIONS. NEW DOOR HARDWARE (ADA-COMPLIANT) AT PEDESTRIAN GATES. REF DOOR HARDWARE SCHEDULE ON SHEET A610. (E) EXISTING FENCE GATE TO REMAIN, NEW HARDWARE ONLY. REF. DETAIL 3/A102. NEW SIGN WITH ACCESS SYMBOL AND TEXT THAT READS "VAN ACCESSIBLE". PROPOSED PLANTING, REF. PLANTING SCHEDULE REMOVE AND REPLACE PARKING CANOPY OVERHEAD LIGHTING WITH NEW LED FIXTURES. REF LIGHTING SCHEDULE ON A800. NEW TRUNCATED DOMES. REF DETAIL ON A711. NEW ROOF AT CARPORTS AND REPAIR FRAMING AS REQUIRED. APPEARS IN SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS SITE PLANS 2 6 1 3 3 3 33 3 3 3 4 7 7 17 8 3 4 4 4 5 101010 10 10 PG PG PG PG PG PG PG PG PG PG TJ TJ TJ TJ TJ TJ TJ TJ TJ TJ TJ TJTJTJTJ 11 11 11 11 12 1 A110 4'-0" MIN 4'-0" MIN 9' - 0 " MI N 5' - 0 " MI N 18'-0" MIN EQ EQ EQ 3'-0" 36" 3' - 0 " 8" 4' - 0 " MI N NEW TRUNCATED DOMES ACCESSIBLE PATH OF TRAVEL TO UNIT F VE H I C L E EN T R A C E 20' REQUIRED SETBACK PROPERTY LINE 17 16 15 14 13 12 11 10 DUMPSTER COMPOST RECYCLING 30x48 CLR 30x48 CLR 30x48 CLR 60 Ø 18 PE D E S T R I A N EN T R A C E VE H I C L E EN T R A C E PE D E S T R I A N EN T R A C E 13 13 8' - 0 " 5' - 0 " 20 ' - 0 " NOT IN SCOPE LAUNDRY PARKING CANOPY 4 NO PA R K I N G (N) 2% MAX SLOPE (N) STD ADA PARKING (N) 2% MAX SLOPE EXISTING FENCE TO REMAIN(N) 2% MAX SLOPE 24" MIN 48 " MI N 12 NEW FENCE GATE AND NEW (ADA-COMPLIANT) DOOR HARDWARE TO MATCH EXISTING, INCLUDING COLOR AND STYLE (WROUGHT IRON MATERIAL, SPACING AND TRANSPARENCY). DOOR HARDWARE TO INCLUDE: (3) HINGES PER LEAF (FOR NEW DOORS), ADA PRIVACY FUNCTION LOCKSET (LEVER STYLE). 10" KICK PLATE AT BOTTOM OF DOOR. SEE DOOR SCHEDULE AND NOTES ON A610.REF STRUCTURAL DWGS FOR STRUCTURAL DETAIL. EXISTING FENCE TO REMAIN (N) 2% MAX SLOPE (N) 2% MAX SLOPE 24" MIN 48 " MI N NEW DOOR HARDWARE (ADA-COMPLIANT) AT PEDESTRIAN GATES: ADA PRIVACY FUNCTION LOCKSET (LEVER STYLE). 10" KICK PLATE AT BOTTOM OF DOOR. SEE DOOR NOTES ON A610. PLANTING SCHEDULE SYMBOL PG TJ BOTANIC NAME PODOCARPUS GRACILIOR TRACHELOSPERMUM JASMINOIDES COMMON NAME FERN PINE STAR JASMINE SIZE 15 GAL 3 GAL SPACING 3' 2'-6" QUANTITY 30 15 03 03 03 03 03 03 SCALE: 1" = 10'2ENLARGED NORTH PARKING PLAN SCALE: 1" = 10'1ENLARGED SOUTH PARKING PLAN SCALE: 1' = 1'-0"4PROPOSED FENCE GATE DETAIL SCALE: 1' = 1'-0"3EXISTING FENCE GATE DETAIL * NOTE: NO ABRUPT CHANGES IN ELEVATION ALONG THE PATH OF TRAVEL. THE SLOPE ALONG THE PATH OF TRAVEL SHALL NOT EXCEED 5% & 2% MAX CROSS SLOPE. THE CLEAR WIDTH OF WALKING SURFACE SHALL BE 48" MIN. WHERE THE ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND EN ELEMENT WHICH IS LESS THAN 48 INCHES WIDE, CLEAR WIDTH SHALL DE 48 INCHES MINIMUM APPROACHING THE TURN, 48 INCHES MINIMUM AT THE TURN, AND 48 INCHES MINIMUM LEAVING THE TURN. A102 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A110 TR A S H EN C L O S U R E S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM 3 3 A1 1 1 1 A111 4 A1 1 1 2 A111 3' - 0 " MI N . 8' - 0 " EQ . 6' - 0 " EQ . 18'-8" 11 PROPERTY LINE 30X48 CLR 30X48 CLR 30X48 CLR 60 Ø DUMPSTER COMPOST RECYCLING 60X72 CLR PROPERTY LINE 55 (N) 2% MAX SLOPE (N) 2% MAX SLOPE GENERAL NOTES 1. 2. 3. 4. 5. 6. VERIFY ALL DIMENSIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES NO OFFSITE WORK TO BE COMPLETED NO UTILITIES TO BE UPGRADED OR ADDED. ALL EXISTING UTILITIES ARE UNDERGROUND REF CIVIL FOR PRECISE GRADING AND DRAINAGE PLANS VINES TO BE PLANTED AROUND PERIMETER OF TRASH ENCLOSURE, REF. LANDSCAPE DWGS SPECIAL INSPECTION IS REQUIRED FOR CMU WALL AT TRASH ENCLOSURE PER SECTION 1705.4 KEYNOTES 1 2 3 4 CMU WALL WITH SEALER, SEE ENLARGED PLANS. (N) HARDSCAPE/LANDSCAPE WITH 2% SLOPE AWAY FROM TRASH ENCLOSURE. CLIMBING VINES TO SCREEN ENCLOSURE FROM STREET. REF PLANTING SCHEDULE ON A110. (N) TRASH ENCLOSURE GATE, REF. DOOR SCHEDULE ON A610. APPEARS IN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS 5 WEEP HOLE AT BASE OF CMU ELEVATIONS 3 A1 1 1 1 A111 4 A1 1 1 2 A111 CLASS A STANDING SEAM ROOF 1/ 4 " : 1 ' - 0 " SL O P E 03 03 03 SCALE: 1/2" = 1'-0"1ENLARGED DUMPSTER ENCLOSURE PLAN SCALE: 1/2" = 1'-0"2ENLARGED DUMPSTER ENCLOSURE ROOF PLAN DOOR HARDWARE: (3) HINGES PER LEAF. ADA PASSAGE LEVER STYLE. 10" KICK PLATE AT BOTTOM OF DOOR. DOORS NEED TO BE PROVIDED THAT REQUIRE NO MORE THAN 5 LBS. TO OPEN. THE DOOR IS NOT TO CLOSE FASTER THAN 5 SECONDS FROM 90 DEGREES TO 12 DEGREES. GATES WITH SPRING HINGES ARE PERMITED 1.5 SECONDS FROM 70 DEGREES TO CLOSE. NOTE: SEE STRUCTURAL FOR FRAMING PLAN 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 A111 TR A S H EN C L O S U R E EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM GENERAL NOTES 1. 2. 3. 4. 5. 6. VERIFY ALL DIMENSIONS IN FIELD. NOTIFY ARCHITECT OF ANY DISCREPANCIES NO OFFSITE WORK TO BE COMPLETED NO UTILITIES TO BE UPGRADED OR ADDED. ALL EXISTING UTILITIES ARE UNDERGROUND REF CIVIL FOR PRECISE GRADING AND DRAINAGE PLANS VINES TO BE PLANTED AROUND PERIMETER OF TRASH ENCLOSURE, REF. LANDSCAPE DWGS SPECIAL INSPECTION IS REQUIRED FOR CMU WALL AT TRASH ENCLOSURE PER SECTION 1705.4 +8'-2" 1 2 3 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR GRAY FINISH TO MATCH CMU ROOF +8'-2" 1 2 4 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR 2" 5' - 6 " 40 " 3'-0" MIN. ROOF +8'-2" 1 2 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR 6' - 0 " 8' - 2 " ROOF +8'-2" 1 2 3 55 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR ROOF KEYNOTES 1 2 3 4 CMU WALL WITH SEALER, SEE ENLARGED PLANS. (N) HARDSCAPE/LANDSCAPE WITH 2% SLOPE AWAY FROM TRASH ENCLOSURE. CLIMBING VINES TO SCREEN ENCLOSURE FROM STREET. REF PLANTING SCHEDULE ON A110. (N) TRASH ENCLOSURE GATE, REF. DOOR SCHEDULE ON A610. APPEARS IN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS 5 WEEP HOLE AT BASE OF CMU ELEVATIONS 03 03 03 SCALE: 1/2" = 1'-0"4EAST PROPOSED TRASH ENCLOSURE ELEVATION SCALE: 1/2" = 1'-0"3WEST PROPOSED TRASH ENCLOSURE ELEVATION SCALE: 1/2" = 1'-0"1NORTH PROPOSED TRASH ENCLOSURE ELEVATION SCALE: 1/2" = 1'-0"2SOUTH PROPOSED TRASH ENCLOSURE ELEVATION DOOR HARDWARE: (3) HINGES PER LEAF. ADA PASSAGE LEVER STYLE. 10" KICK PLATE AT BOTTOM OF DOOR. DOORS NEED TO BE PROVIDED THAT REQUIRE NO MORE THAN 5 LBS. TO OPEN. THE DOOR IS NOT TO CLOSE FASTER THAN 5 SECONDS FROM 90 DEGREES TO 12 DEGREES. GATES WITH SPRING HINGES ARE PERMITED 1.5 SECONDS FROM 70 DEGREES TO CLOSE. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A200 OV E R A L L EX I S T I N G - DE M O PL A N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM F O F O F O F O F O F O 1 2 1 1 2 1 1 2 1 2 A500 1 A504 1 A506 1 A502 1 A500 1 A508 1 A3 0 0 4 A300 2 A3 0 0 3 A300 SE T B A C K SE T B A C K PR O P E R T Y LI N E PR O P E R T Y LI N E WH WH UP DO W N GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. ERECT AND MAINTAIN DUSTPROOF PARTITIONS TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES FOR NEW WORK. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR FOR NEW FLOOR FINISHES, WHERE INDICATED. PATCH AND REPAIR DRYWALL (WALL AND CEILINGS) MISSING AND/ OR DAMAGED AT DEMOED WALLS AND/OR CEILINGS. REPLACE SUBFLOORING, FLOORING, AND/OR BASEBOARD MISSING, REMOVED AND/OR DAMAGED AT DEMOED WALLS. PROVIDE SHORING FOR EXISTING STRUCTURAL MEMBERS DURING DEMO LEGEND DIAGONAL HATCH INDICATE (E) SLAB, LANDSCAPE, HARDSCAPE, ETC. TO BE DEMOLISHED KEYNOTES 1 2 REMOVE EXISTING WALL SCONCE. REMOVE EXISTING OVERHEAD RECESSED LIGHT FIXTURE. APPEARS IN DEMO PLANS DEMO PLANS PROPERTY LINE DASHED LINES INDICATE (E) WINDOW, DOOR, ETC. TO BE DEMOLISHED 1 HR RATED WALLS DEMO WALLS EXISTING WALLS SCALE: 1/8" = 1'-0"1EXISTING/DEMO: GROUND FLOOR *NOTE: SEE UNIT LAYOUT FROM ENLARGED PLANS ONLY. DO NOT REFERENCE UNIT LAYOUT FROM BUILDING FLOOR PLANS. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A201 OV E R A L L EX I S T I N G - DE M O PL A N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM DW F O DW F O DW F O DW F O DW F O DW F O 1 2 1 1 2 1 1 2 1 1 A3 0 0 4 A300 2 A3 0 0 3 A300 WH WH DO W N 6" Ø DUCT PER MECH. DWGS 1 A3 0 0 4 A300 2 A3 0 0 3 A300 GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS BY APPLICABLE CODES AND REGULATIONS TO PROTECT OCCUPANTS OF BUILDING AND WORKERS. ERECT AND MAINTAIN DUSTPROOF PARTITIONS TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OF THE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. REMOVE DESIGNATED PARTITIONS, COMPONENTS, BUILDING EQUIPMENT, AND FIXTURES FOR NEW WORK. REMOVE ABANDONED ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, UNLESS OTHERWISE NOTED. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUBFLOOR FOR NEW FLOOR FINISHES, WHERE INDICATED. PATCH AND REPAIR DRYWALL (WALL AND CEILINGS) MISSING AND/ OR DAMAGED AT DEMOED WALLS AND/OR CEILINGS. REPLACE SUBFLOORING, FLOORING, AND/OR BASEBOARD MISSING, REMOVED AND/OR DAMAGED AT DEMOED WALLS. PROVIDE SHORING FOR EXISTING STRUCTURAL MEMBERS DURING DEMO LEGEND DIAGONAL HATCH INDICATE (E) SLAB, LANDSCAPE, HARDSCAPE, ETC. TO BE DEMOLISHED KEYNOTES 1 2 REMOVE EXISTING WALL SCONCE. REMOVE EXISTING OVERHEAD RECESSED LIGHT FIXTURE. APPEARS IN DEMO PLANS DEMO PLANS PROPERTY LINE DASHED LINES INDICATE (E) WINDOW, DOOR, ETC. TO BE DEMOLISHED 1 HR RATED WALLS DEMO WALLS EXISTING WALLS SCALE: 1/8" = 1'-0"1EXISTING/DEMO: SECOND FLOOR SCALE: 1/8" = 1'-0"2EXISTING/DEMO: ROOF *NOTE: SEE UNIT LAYOUT FROM ENLARGED PLANS ONLY. DO NOT REFERENCE UNIT LAYOUT FROM BUILDING FLOOR PLANS. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A210 OV E R A L L PR O P O S E D PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM GENERAL NOTES 1. 2. 3. 4. 5. 6. MAKE BUILDINGS ENTRANCES ACCESSIBLE THRESHOLDS ON THE ACCESSIBLE PATH OF TRAVEL, GREATER THAN 1/2", TALL MUST BE REPLACED SURVEY AND FILL CONTROL JOINTS THAT EXCEED 1/2”WIDTH @ PATHWAYS SURVEY AND REPLACE PATHWAYS THAT EXCEED 2% CROSS SLOPE. EXTERIOR FAÇADE PAINTING NEW LED LIGHTING THROUGHOUT THE PROPERTY LEGEND RG DW F O DW F O F PS PS PS PS PS PS F F F 1 2 1 1 1 1 1 2 2 L L L C C C C C C 1 A550 2 A500 1 A504 1 A506 1 A502 1 A500 1 A508 6'-0" SE T B A C K SE T B A C K PR O P E R T Y LI N E PR O P E R T Y LI N E UNIT E TYPE 2 UNIT D TYPE 2 UNIT C TYPE 2 UNIT B TYPE 2 UNIT A TYPE 1 UNIT F TYPE 1 UP DO W N RG RG RG NEW FLOORING PROPERTY LINE INDICATES SINGLE STORY UNITS TO BE UPGRADED PER CBC CHAPTER 11A AND 11B STANDARDS INDICATES 4% OF TOTAL UNITS PER 2023 CBC CHAPTER 11A AND 11B. STANDARDS FOR PERSONS WITH HEARING OR VISUAL IMPAIRMENTS. UNITS DESIGNATED FOR AUDIBLY AND VISUALLY IMPAIRED RE INDICATES ALL SINGLE STORY UNITS TO BE UPGRATED PER UFAS STANDARDS FOR PERSONS WITH MOBILITY IMPAIRMENT. SEE ENLARGED FLOOR PLANS EXISTING WALLS NEW WALLS KEYNOTES 1 2 REPLACE EXTERIOR WALL SCONCES WITH NEW LED SCONCES AT ALL UNIT ENTRANCES. REF LIGHTING SCHEDULE ON A800. REPLACE OVERHEAD CAN LIGHTS WITH NEW LED FIXTURES AT ALL STAIR LANDINGS. REF LIGHTING SCHEDULE ON A800. APPEARS IN PROPOSED PLANS PROPOSED PLANS SCALE: 1/8" = 1'-0"1PROPOSED: GROUND FLOOR *NOTE: SEE UNIT LAYOUT FROM ENLARGED PLANS ONLY. DO NOT REFERENCE UNIT LAYOUT FROM BUILDING FLOOR PLANS. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A211 OV E R A L L PR O P O S E D PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM GENERAL NOTES 1. 2. 3. 4. 5. 6. MAKE BUILDINGS ENTRANCES ACCESSIBLE THRESHOLDS ON THE ACCESSIBLE PATH OF TRAVEL, GREATER THAN 1/2", TALL MUST BE REPLACED SURVEY AND FILL CONTROL JOINTS THAT EXCEED 1/2”WIDTH @ PATHWAYS SURVEY AND REPLACE PATHWAYS THAT EXCEED 2% CROSS SLOPE. EXTERIOR FAÇADE PAINTING NEW LED LIGHTING THROUGHOUT THE PROPERTY DW F O DW F O DW F O DW F O DW F O DW F O 1 2 1 1 2 1 1 2 1 C C C C C C UNIT L TYPE 1 UNIT K TYPE 2 UNIT J TYPE 2 UNIT I TYPE 2 UNIT H TYPE 2 UNIT G TYPE 1 DO W N R-01 1/4 " / 12" 1/4 " / 12" 1/ 4 " / 12 " 1/ 4 " / 12 " PROPOSED ROOF DRAINS/DOWNSPOUTS, REF. DETAIL 7/A602 PROPOSED ROOF DRAINS/ DOWNSPOUTS, REF. DETAIL 7/A602 6" Ø DUCT PER MECH. DWGS 12" Ø DUCT PER MECH. DWGS LEGEND NEW FLOORING PROPERTY LINE INDICATES SINGLE STORY UNITS TO BE UPGRADED PER CBC CHAPTER 11A AND 11B STANDARDS INDICATES 4% OF TOTAL UNITS PER 2023 CBC CHAPTER 11A AND 11B. STANDARDS FOR PERSONS WITH HEARING OR VISUAL IMPAIRMENTS. UNITS DESIGNATED FOR AUDIBLY AND VISUALLY IMPAIRED RE INDICATES ALL SINGLE STORY UNITS TO BE UPGRATED PER UFAS STANDARDS FOR PERSONS WITH MOBILITY IMPAIRMENT. SEE ENLARGED FLOOR PLANS EXISTING WALLS NEW WALLS KEYNOTES 1 2 REPLACE EXTERIOR WALL SCONCES WITH NEW LED SCONCES AT ALL UNIT ENTRANCES. REF LIGHTING SCHEDULE ON A800. REPLACE OVERHEAD CAN LIGHTS WITH NEW LED FIXTURES AT ALL STAIR LANDINGS. REF LIGHTING SCHEDULE ON A800. APPEARS IN PROPOSED PLANS PROPOSED PLANS SCALE: 1/8" = 1'-0"1PROPOSED: SECOND FLOOR SCALE: 1/8" = 1'-0"2PROPOSED: ROOF *NOTE: SEE UNIT LAYOUT FROM ENLARGED PLANS ONLY. DO NOT REFERENCE UNIT LAYOUT FROM BUILDING FLOOR PLANS. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A300 EX I S T I N G - DE M O EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM 1 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF TYPICAL ALL WINDOWS 1 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF TYPICAL ALL WINDOWS 1 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF TYPICAL ALL WINDOWS 1 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF TYPICAL ALL WINDOWS (E) BUILDING ELEVATION LEGEND EXISTING PURPLE STUCCO EXISTING RED STUCCO EXISTING TAN STUCCO EXISTING PINK STUCCO DEMO KEYNOTES 1 REFURBISHED WINDOWS WILL BE OF THE SAME SIZE AND OPERATION APPEARS IN DEMO ELEVATION SCALE: 1/8" = 1'-0"1WEST DEMO ELEVATION (EXISTING BUILDING) SCALE: 1/8" = 1'-0"4NORTH DEMO ELEVATION (EXISTING BUILDING) SCALE: 1/8" = 1'-0"2EAST DEMO ELEVATION (EXISTING BUILDING) SCALE: 1/8" = 1'-0"3SOUTH DEMO ELEVATION (EXISTING BUILDING) 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A310 PR O P O S E D EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM 1 2 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF ST-03 ST-02 ST-01 TYPICAL ALL WINDOWS 1 2 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF ST-03 ST-01 TYPICAL ALL WINDOWS 1 2 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF ST-01 ST-03 ST-02 TYPICAL ALL WINDOWS 124 4 42 ±0" 1 GROUND FLOOR +9'-7" 2 SECOND FLOOR +17'-9" 3 ROOF ST-03 ST-02 ST-01 ST-02 ST-02 ST-03 ST-03 ST-02 ST-01ST-01 ST-04ST-04 ST-04ST-04 ST-02 PT-02 PT-02PT-02 TYPICAL ALL WINDOWS A3 PROPOSED ELEVATION KEYNOTES PERMIT SET 1 2 3 4 REFURBISHED WINDOWS WILL BE OF SAME SIZE AND OPERATION. NEW EXTERIOR FACADE PAINTING. INSTALL NEW LED EXTERIOR WALL SCONCES PER REQUIREMENTS OR SCHEDULE. INSTALL NEW LED EXTERIOR RECESSED CAN LIGHTS PER REQUIREMENTS OR SCHEDULE. APPEARS IN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS PROPOSED BUILDING ELEVATION LEGEND ST-01: EXTERIOR PAINT AT STUCCO - TAN ST-02: EXTERIOR PAINT AT STUCCO - PINK ST-03: EXTERIOR PAINT AT STUCCO - RED ST-04: EXTERIOR PAINT AT STUCCO - PURPLE SCALE: 1/8" = 1'-0"19EAST DEMO ELEVATION SCALE: 1/8" = 1'-0"18EAST DEMO ELEVATION SCALE: 1/8" = 1'-0"17EAST DEMO ELEVATION SCALE: 1/8" = 1'-0"13EAST DEMO ELEVATION 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A500 TY P E 1 - ST D UN I T A/ G / L - FL O O R PL A N , DE M O PL A N , RC P 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM DEMO STANDARD UNIT PLAN KEYNOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 KITCHEN DEMOLITION, DEMO ALL EXISTING: KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, LIGHTING, CABINETS, RECEPTACLES & SWITCHES, FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BATHROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. POWDER ROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINNING/HALLWAY DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BEDROOM DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. DEMO EXISTING EXHAUST FAN AND HEATING COMBO. DEMO EXISTING SMOKE DETECTOR / CO DETECTOR. REFURBISH EXISTING WINDOWS. WATER HEATER: EXISTING TO REMAIN REMOVE EXISTING DOOR HARDWARE, EXISTING DOOR PANELS TO REMAIN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. INSTALL NEW RECEPTACLES AND SWITCHES COVER PLATE THROUGHOUT. REMOVE NON-PROGRAMMABLE THERMOSTAT THROUGHOUT. INSTALL NEW PROGRAMMABLE THERMOSTAT, PER T-24 GUIDELINES. INSTALL NEW WIRED SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THROUGHOUT. PROVIDE NEW FURNACE AND GRILLE COVER. PROVIDE NEW UP-TO-CODE ELECTRICAL PANEL. CONTRACTOR TO VERIFY ALL WINDOWS AND DOORS' TYPE, SIZE AND QUANTITY IN FIELD. NEW INTERIOR PREP, PRIME, AND PAINT THROUGHOUT. INSTALL NEW 4'' WALL BASE THROUGHOUT. F O D1 D3 D4 D2 D4 D6 D8 D7 D8 D8 D8 D5 D5 D5 D8 D7D8D7 D8D7 D10 D10 D10 D10 D10 D10 1 2 SD SDSD SD SD C6 C6 C6 F C6 C6 L-01 L-01 L-01 L-01 L-01 C C L-01 C PT-03 PT-03 PT-03 PT-03 PT-03PT-03 RG PT-03 PT-03 C6 C2 C3 C4 C5 C4 F C8 C9 C1 C9 C9 C9 C9 C10 C8C5C9C8 C5 C9C8 C12 C11 C11C11 C11 C11 C13 L 1 A501 1 A501 FL-01 FL-01 LIVING ROOM KITCHEN BEDROOM 2 BEDROOM 3 BEDROOM 1 BATHROOM 2 BATHROOM 1 (N) FURNACE (E) WATER HEATER RG LIGHTING FIXTURES LEGEND SD/CO C L-0X EXHAUST FAN/ HEATING COMBO SMOKE DETECTOR AND CABON MONOXIDE DETECTOR ELECTRICAL PANEL CEILING FAN LINEAR LED LIGHT RECESSED CAN LIGHT CONSTRUCTION STANDARD UNIT KEYNOTES C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 KITCHEN: PROVIDE NEW KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING, WALL PER PLAN. BATHROOM: PROVIDE NEW PLUMBING FIXT. (SINK, FAUCET, TOILET, ANGLE STOPS), TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. POWDER ROOM: PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINING/HALLWAY: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BEDROOM: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. NEW CEILING FAN/HEATER/LIGHTING COMBO PROVIDE NEW HARD-WIRED WALL MOUNTED EXHAUST FAN PER PLAN. PROVIDE NEW SMOKE DETECTOR / CO DETECTOR. REFURBISHED WINDOWS. WATER HEATER: EXISTING TO REMAIN REPLACE EXISTING DOOR HARDWARE. PROVIDED DOOR LEVER SET TO COMPLY WITH 11B-404.2.7. REF DOOR AND HARDWARE NOTES ON A610. REPAIR TRIM AS NEEDED. REPLACE EXISTING DOOR HARDWARE AT ENTRY DOOR AND SCREEN DOOR. PROVIDED DOOR LEVER SETS TO COMPLY WITH 11B-404.2.7 AND THRESHOLD TO COMPLY WITH 11B-404.2.5. REF DOOR AND HARDWARE NOTES ON A610. PROVIDE NEW HARD-WIRED CEILING MOUNTED HEATER / EXHAUST FAN / LIGHTING COMBO PER PLAN APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS LEGEND (N) LVT FLOORING SOFFIT CEILING NEW WALL TO BE DEMO 03 SCALE: 1/4" = 1'-0"1STD. UNIT A, G, L - TYPE 1 DEMO SCALE: 1/4" = 1'-0"3STD. UNIT A, G, L - TYPE 1 RCP SCALE: 1/4" = 1'-0"2STD. UNIT A, G, L - TYPE 1 PROPOSED EXHAUST FAN/ LIGHTING/ HEATING COMBO 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A501 TY P E 1 - ST D UN I T A/ G / L - IN T E R I O R EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM 2 3 4 1 4 A501 314 313 FL-01 31 3 312 311 F 1 324 A501 103 101 102 317 316 FL-01 RG DDDDDDD 102 101 103 HOOD FIXED DOORS FIXED DOORSD D 317 316 PT-01 CT-01 314 315 213 214 PT-01 B-01 313 314 315 PT-01 B-01 4" 3' - 0 " PT-01 313 218 B-01 PT-01 216 312 311 CT-02 B-01 D D D D SCALE: 1/2" = 1'-0"2ENLARGED BATHROOM PLAN SCALE: 1/2" = 1'-0"1ENLARGED KITCHEN PLAN SCALE: 1/2" = 1'-0"3KITCHEN INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0"4BATHROOM INTERIOR ELEVATIONS 123 1243 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A502 TY P E 2 - (N ) AD A UN I T B - FL O O R PL A N , DE M O PL A N , RC P 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM FO D1 D3 D4 D2 D4 D6 D9 D9 D9 D8 D7 D5 D5D5 D9 D8 D10 D10 D10 D10 D10 D11 D7 D7D7 D12 D12 2 1 WH WH SD SD SD SD SD C6 C6 C6 C6 F C6 C14 L-01 L-01 L-01 L-01 C C L-01 C PT-03 PT-03 PT-03 PT-03 PT-03PT-03 RG PT-03 FL-01 C1 C11 C9 C4 C8 C3 C5 C11 C11 C11 C10 C10 C4 C12 F C8C5C10C8 C5 C10C8 C13 C15 C16 9 10 8 7 6 FL-01 FL-01 FL-01FL-01 FL-01 FL-01 FL-01 LIVING ROOM KITCHEN BEDROOM 1 BEDROOM 2 BATHROOM 1 BEDROOM 3 BATHROOM 2 (E) WATER HEATER (N) FURNACE 30 x 4 8 30 x 4 8 30 x 4 8 60 Ø 30 x 4 8 60 x 66 30 x 60 60 Ø RG C2 C17 C9 1 A503 2 A503 2 A700 LIGHTING FIXTURES LEGEND SD/CO C L-0X EXHAUST FAN/ HEATING COMBO SMOKE DETECTOR AND CABON MONOXIDE DETECTOR ELECTRICAL PANEL CEILING FAN LINEAR LED LIGHT RECESSED CAN LIGHT UNIT PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. INSTALL NEW RECEPTACLES AND SWITCHES COVER PLATE THROUGHOUT. REMOVE NON-PROGRAMMABLE THERMOSTAT THROUGHOUT. INSTALL NEW PROGRAMMABLE THERMOSTAT, PER T-24 GUIDELINES. INSTALL NEW WIRED SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THROUGHOUT. PROVIDE NEW FURNACE AND GRILLE COVER. PROVIDE NEW UP-TO-CODE ELECTRICAL PANEL. CONTRACTOR TO VERIFY ALL WINDOWS AND DOORS' TYPE, SIZE AND QUANTITY IN FIELD. NEW INTERIOR PREP, PRIME, AND PAINT THROUGHOUT. INSTALL NEW 4'' WALL BASE THROUGHOUT. LEGEND (N) LVT FLOORING SOFFIT CEILING NEW WALL TO BE DEMO DEMO ADA UNIT PLAN KEYNOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 KITCHEN DEMOLITION, DEMO ALL EXISTING: KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. ADA BATHROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXT. (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. BATHROOM/POWDER ROOM (NON-ADA) DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINNING/HALLWAY DEMOLITION, DEMO ALL EXISTING: FLOORING, WALL PER PLAN. BEDROOM DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. DEMO EXISTING EXHAUST FAN AND WALL HEATER. DEMO EXISTING SMOKE DETECTOR / CO DETECTOR. DEMO EXISTING NON-COMPLIANT RECEPTACLES & SWITCHES. REFURBISH EXISTING WINDOWS. DEMO EXISTING DOORS. WATER HEATER: EXISTING TO REMAIN REMOVE EXISTING DOOR HARDWARE, EXISTING DOOR PANELS TO REMAIN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS CONSTRUCTION ADA UNIT PLAN KEYNOTES C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 KITCHEN: PROVIDE NEW KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING, WALL PER PLAN. ADA BATHROOM: PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. BATHROOM/POWDER ROOM (NON-ADA): PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINING/HALLWAY: PROVIDE NEW FLOORING, WALL PER PLAN. BEDROOM: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. PROVIDE NEW WALL MOUNTED EXHAUST FAN PER PLAN. PROVIDE NEW CEILING MOUNTED HEATER PER PLAN. PROVIDE NEW SMOKE DETECTOR / CO DETECTOR. PROVIDE NEW RECEPTACLES & SWITCHES (ADA). REFURBISHED WINDOWS. PROVIDE NEW DOORS. WATER HEATER: EXISTING TO REMAIN INSTALL SECONDARY ADA-COMPLIANT DOOR VIEWER. NEW CEILING SOFFIT TO MATCH EXISTING. REPLACE EXISTING DOOR HARDWARE. PROVIDED DOOR LEVER SET TO COMPLY WITH 11B-404.2.7. REF DOOR AND HARDWARE NOTES ON A610. REPAIR TRIM AS NEEDED. REPLACE EXISTING DOOR HARDWARE AT ENTRY AND SCREEN DOOR. PROVIDE DOOR LEVER SETS TO COMPLY WITH 11B-404.2.7 AND THRESHOLD TO COMPLY WITH 11B-404.2.5. THE BOTTOM 10" OF DOOR SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE, REF. DOOR AND HARDWARE NOTES ON A610. PROVIDE NEW HARD-WIRED CEILING MOUNTED HEATER / EXHAUST FAN / LIGHTING COMBO PER PLAN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS 03 SCALE: 1/4" = 1'-0"1(N) ADA - UNIT B - TYPE 2 DEMO SCALE: 1/4" = 1'-0"3(N) ADA - UNIT B - TYPE 2 RCP SCALE: 1/4" = 1'-0"2(N) ADA - UNIT B - TYPE 2 PROPOSED 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A503 TY P E 2 - (N ) AD A UN I T B - IN T E R I O R EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM F 3 2 1 3 A503 60" MIN. 101 106 317 316 FL-01 103 30x48 30x48 30x48 60Ø RG WALL BACKING AS REQUIRED 9 REMOVABLE TUB SEAT W/LEGS, PER SPECIFICATIONS 2 A700 9" MI N . 11" 8" MIN. 27 " MI N . 35 " 33 ' ' AF F MI N . - 36 ' ' MA X 24" MAX.24" MIN12" MAX. 19 " 15" MIN. 16" MAX. SEAT 215 315 PT-01 212 314 WALL MOUNTED SINK/ COUNTERTOP & CABINET (PROVIDE BACKING) 10 FROM FLOOR TO DISPENSER OUTLETFROM TOILE BOWL EDGE SHOWER CONTROL AREA TO CENTER OF DISPENSER (CENTER OF NEAREST PAPER ROLL) 11 14 10 WALL BACKING AS REQUIRED WALL BACKING AS REQUIRED 1'-6" 18" MIN. 27 " MA X . 40 " MA X TO BO T T O M OF RE F L E C T I V E SU R F A C E 3' - 6 " 3'-0" 30" MIN. 48" GRAB BAR10" 35 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 54" MIN 1' - 6 " 8" 19 " MI N 40 " 18 " GR A B BA R 24" MIN 3" MIN.1 1/ 2 " MI N CL R . 17 " - 1 9 " 35 " 3' - 4 " 48 " MA X . 24" GRAB BAR 215 315 PT-01 313 215 CT-02 216 312 311 211 314 B-01 9 SHOWER CONTROL AREA 14 (N) LIGHT FIXTURE CL OPEN MIRROR 11 WALL BACKING AS REQUIRED FROMFLOOR TO DISPENSER OUTLET 14 CL 19 " MI N 12"24" 6"36" 1' - 6 " 17'-18" FROM CENTER OF TOILET TO WALL FINISH 35 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 8" M I N . BL O C K I N G PT-01 313 215 B-01 14 WALL BACKING AS REQUIRED 20 935 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 12" MIN 2'-6" MIN. 43 ' ' MA X TO TO P OF BO T T O M SH E L F PT-01 212 314 217 215 213 214 B-01 19 " DD 1 DD 34 " MA X 1'-0" 2'-0"1"2'-6"2'-6" 3 D 1 D OPEN 34 " MA X 2'-0"2'-8"1'-0"3"3 1/4"1'-0" 1'-0"1'-0"2'-0" 2'-6" 30 MIN. CLR. 27 " MI N 19" MIN REMOVABLE CABINET 317 316 CT-01 PT-01 WATER SUPPLY AND DRAIN PIPES UNDER KITCHEN SINKS SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER KITCHEN SINKS. (1133A.7.1) 30 "HOOD6 D DD 1 34 " MA X 2"3'-1"1'-6"2'-8"2'-8"2'-0" 1'-9"2'-6"1'-9"2'-0"1'-0" 2'-6" 30" MIN. CLR. 27 " MI N . 3'-1" 1' - 6 " 3' - 2 " REMOVABLE CABINET 101 106 103 2 3 4 1 4 A503 314 313 FL-01 30x48 60x6630x60 60Ø 6" 36 " GR A B BA R 17 " - 1 8 " 5' - 0 " 60 " MI N CL R . 48" GRAB BAR 10" 5'-6" 66" MIN. CLR. 1'-6" 18" MIN 5' - 3 " 60 " MI N . 2'-6" MIN. CLR. 312 311 03 03 SCALE: 1/2" = 1'-0"1ENLARGED KITCHEN PLAN SCALE: 1/2" = 1'-0"2ENLARGED BATHROOM PLAN SCALE: 1/2" = 1'-0"3KITCHEN INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0"4BATHROOM INTERIOR ELEVATIONS 12 1234 3 ACCESSIBLE KEYNOTES SOME KEYNOTES MAY NOT PERTAIN TO THIS SHEET 1. BASE CABINET: 23" DEEP WITH 4" SQUARE TOE KICK AND 1 FIXED SHELF U.O.N.. COUNTERTOP MAX. DEPTH 24" FROM BACK WALL TO OUTER EDGE OF BULLNOSE WITH 4" TALL BACKSPLASH SET 34" MAXIMUM FROM FINISH FLOOR TO TOP OF COUNTERTOP. SEE UPPER CABINET NOTE FOR SHELF REQUIREMENTS. BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK COUNTER AND ADJACENT TO ONE SIDE OF KITCHEN RANGE AREAS, INCLUDING TOE BOARD AND SHELVING, SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE WIDTH ENOUGH TO ACCOMMODATE 30'' MIN FOR A WHEELCHAIR. THE FINISH FLOOR BENEATH THE KITCHEN SINK COUNTER AND ONE SIDE ADJACENT TO KITCHEN RANGE AREAS SHALL BE EXTENDED TO THE WALL. 2. UPPER CABINET: 12" DEEP W/ 2 ADJUSTABLE SHEVES (24" DEEP OVER REFRIGERATOR W/ 1 FIXED SHELF.) CABINET SHELVING SUPPORTS TO COMPLY WITH "ARCHITECTURAL WOODWORK STANDARDS" FOR TYPE AND THICKNESS OF WOOD SHELF PROVIDED SHELVES TO BE FACTORY FINISHED. BASE LEVEL SHELF IS 46'' HIGH MAX TO FINISH FLOOR IN ACCESSIBLE KITCHEN. 3. KITCHEN SINK: W/ 1/2 H.P. GARBAGE DISPOSAL, PROVIDE HOLE FOR DISHWASHER AIR GAP IN SINK DECK. CABINET TOE KICK AND SHELF BELOW SINK TO BE REMOVABLE. FLOORING TO EXTEND TO BACK WALL FULL AREA BELOW SINK. THE SINK SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MAXIMUM SINK BOWL DEPTH SHALL BE 6-1/2". FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND FORCE (22.2N). LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS. NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. SINK SHALL HAVE A REAR MOUNTED BASKET STRAINER. PROVIDE 1/4 TURN ANGLE STOP AND SUPPLY LINES. 4. NOT IN USE, 5. REFRIGERATOR: 1'' MIN. SPACING FROM CABINET COUNTERTOP EDGE OR GYP. BD. FINISH TO REFRIGERATOR AND 1'' MIN. AT OPPOSING SIDE. SPACE MAY BE VARIES PER MANUFACTURE SPEC. OBTAIN OWNERS SPEC. FOR PRODUCT PRIOR TO CABINET FABRICATION. COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50% OF THE FREEZER SPACE 54 INCHES MAX. ABOVE FINISH FLOOR OR GROUND. 6. HOOD & FREE STANDING RANGE: GAS 30" WIDE WITH EXTERIOR VENTED RANGE HOOD ABOVE. OVERALL HOOD TO BE 6" WIDER THAN RANGE BELOW (RECOMMENDED). RANGE HOOD SHALL BE WIRED TO AN ACCESSIBLE WALL SWITCH LOCATED WITHIN REACH LIMITS, SEE KEYNOTE #19 FOR DIMENSION. VERIFY DIMENSION AND INSTALLATION PRIOR TO CABINET FABRICATION. 7. PANTRY: WIDTH AS NOTED, 24" DEEP WITH 5 ADJUSTABLE SHELVES. 8. BAR COUNTER: 34" MAX. HEIGHT ABOVE FINISH FLOOR WITH 2x6 WALL BELOW COUNTER AT BACK OF CABINET. 9. TUB/SHOWER: MANUFACTURED 32"x60" OR 39''x62'' (PER DRAWING) WITH INTEGRAL 3 WALL SURROUND (FIBERCARE OR APPROVED EQUAL). INSTALL 5/8'' THICK GYP. BOARD. (PAPERLESS PER LEER REQUIREMENTS DENS-SHIELD OR EQUAL) WITH LEVEL 1 FINISH. PROVIDE INTEGRAL GRAB BAR BACKING AT MANUF. SURROUNDS. PROVIDE CURVED SHOWER ROD, RINGS AND CURTAIN. 10. BATHROOM LAVATORY: (N) SOLID SURFACE COUNTER W/ INTEGRAL SINK, LEVER FAUCET PER SPECIFICATION. CABINET DEPTH MAX. 22" FROM BACK WALL TO FACE. COUNTERTOP DEPTH MAX. 23-1/2" FROM BACK WALL TO FACE OF BULLNOSE WITH 4" SPLASH AT BACK AND SIDE WALLS ADJ. TO GYP. BD. HEIGHT PER PER ADA STANDARDS 606.3. SINK RIM TO BE SET MAX. 34" A.F.F. BASE CABINET BELOW LAVATORY TO HAVE REMOVABLE SHELF AND TOE KICK WITH DOOR OPENING WIDE ENOUGH TO ACCOMMODATE 30" MIN. FRONT APPROACH BELOW SINK. SINK CENTERLINE TO BE MIN. 24" CLR. TO ADJ. WALL. FINISHED PANELS AT CABINET SIDES BELOW SINK. EXTEND FLOORING BELOW SINK TO BACK WALL. TEXTURE PRIME AND PAINT BACK WALL BELOW SINK AND PROVIDE WALL BASE. PROVIDE 1/4 TURN ANGLE STOP 4 SUPPLY LINES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. 11. WATER CLOSET: (N) 1.28 G.P.F. HIGH EFFICIENCY TOILETS WITH NEW WAX RING. PLANS DEVELOPED TO ACCOMMODATE MAX. 30" DEEP WATER CLOSET FROM BACK WALL TO FRONT EDGE OF SEAT TO COMPLY WITH C.B.C. 1134A.7. PROVIDE 2x10 BLOCKING WITHIN WALLS AT ACCESSIBLE BATHROOM FOR GRAB BARS, PROVIDE 1/4 TURN ANGLE STOP AND SUPPLY LINE. 12. NOT IN USE. 13. MEDICINE CABINET: BOTTOM SHELF MOUNTED AT 44" MAXIMUM ABOVE FINISH FLOOR AND MIRROR MAXIMUM 40" ABOVE FINISH FLOOR, USE MIRROR AS GOVERNING HEIGHT. 14. GRAB BAR: GRAB BAR REINFORCEMENT INSTALLED ON THE BACK WALL OF THE BATHTUB: 6” MAXIMUM ABOVE THE BATHTUB RIM; EXTENDING UPWARD TO AT LEAST 38” ABOVE THE FLOOR. GRAB BAR BACKING INSTALLED HORIZONTALLY TO PERMIT THE INSTALLATION OF 48” GRAB BAR WITH EACH END. 15. TOWEL BAR: 24" WIDE U.O.N. W/ 2X10 SOLID BLOCKING WITHIN WALL CENTERED 40" ABV. FIN. FLR. TO BE DETERMINED IN FIELD. 16. NOT IN USE. 17. NOT IN USE. 18. CLOSET SHELF & POLE: PROVIDE CONCEALED 2x BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT VERIFY LOCATION REQUIREMENTS WITH SUPPLIER. AT SINGLE SHELF AND POLE SET BLOCKING FOR POLE AT 46" A.F.F. AT DOUBLE SHELVES AND POLES SET BLOCKING FOR TOP POLE AT 80" AND LOWER POLE AT 40" A.F.F. SHELVES TO BE 5/8'' THK. ROOD FACTORY PRIMED FIELD PAINTED. AT GOAT CLOSET, PROVIDE SHELF AND POLE. AT BEDROOM CLOSET, PROVIDE DOUBLE SHELVES AND POLE. AT BEDROOM W.I.C., PROVIDE DOUBLE SHELVES AND DOUBLE POLES. 19. ELECTRICAL RECEPTACLE: LOCATED 48” MAXIMUM MEASURED FROM THE FINISHED FLOOR (OR WORKING PLATFORM) TO THE TOP OF THE OUTLET BOX (RECEPTACLE, SWITCH, CONTROL, ETC.). 15” MINIMUM MEASURED FROM THE FINISHED FLOOR ( OR WORKING PLATFORM) TO THE BOTTOM OF THE OUTLET BOX. FORWARD APPROACH: OBSTRUCTION BETWEEN 20”-25”, HEIGHT REDUCED TO 44” MAXIMUM. SIDE APPROACH: OBSTRUCTION 24” MAXIMUM, HEIGHT REDUCED TO 46” MAXIMUM. RANGE HOOD CONTROLS MUST BE WITHIN ACCESSIBLE REACH RANGE 20. HAND-ACTIVATED DOOR HARDWARE: CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. HAND-ACTIVATED LATCHING/LOCKING DOORS ON AN ACCESSIBLE ROUTE OPERABLE WITH A SINGLE EFFORT BY HARDWARE PROVIDING PASSAGE WITHOUT REQUIRING ABILITY TO GRASP THE OPENING HARDWARE. THE LEVER OR LEVER OF ACTUATED LATCHES/LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN ½” OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. EXCEPTION: GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 21. LAUNDRY WASHER & DRYER: ENERGY STAR MODEL, TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT LOCATED 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 11B-804.6.6 REFRIGERATOR/FREEZER- COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24 INCHES (610 MM) MAXIMUM FROM THE CENTERLINE OF THE DEDICATED SPACE 11B-603.3 MIRRORS- MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (889 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-804.6.5 OVEN- SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY SECTION 11B-804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR. BOTTOM-HINGED DOOR OVENSBOTTOM-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY SECTION 11B-804.3 POSITIONED ADJACENT TO ONE SIDE OF THE DOOR. OVENS SHALL HAVE CONTROLS ON FRONT PANELS. KITCHEN SHELVING AREA CALCULATIONS NOTE: 50% OF CABINET SPACE SHALL MEET CBC, SECTION 11B-804.5 OVERALL SHELVING AREA LOWER CABINETS UPPER CABINETS PANTRY TOTAL ACCESSIBLE SHELVING AREA LOWER CABINETS UPPER CABINETS PANTRY TOTAL REQ. ACCESSIBLE SHELVING AREA: 36.5 SF (MIN. 50% OF TOTAL SHELVING AREA) PROVIDED ACCESSIBLE SHELVING AREA: 39 SF (53.4%) 56 SF 17 SF 0 SF 73 SF 39 SF 0 SF 0 SF 39 SF 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A504 TY P E 2 - ST D UN I T C/ E / H / I / K - FL O O R PL A N , DE M O PL A N , RC P 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM F O D9 D8D5D7 D8D5D7 D8D5D7 D2 D6 D3 D1 D4 D7 D8 D4 D10 D10 D10 D10 D10 D10 1 2 UP DOWN SD SDSD SD SD C6 C6 C6 F C14 C C L-01 L-01 L-01 L-01 C C L-01 C PT-03 PT-03 PT-03 PT-03 PT-03 PT-03 UP DOWN RG PT-03 PT-03 F C4 C8 C9 C1 C9 C3 C2 C5 C9C8C5C9C8 C5 C9C8 C4 C10 C11 C11 C11 C11 C11 C12 L 2 A505 1 A505 4 FL-01 FL-01 FL-01 FL-01FL-01 FL-01 FL-01 FL-01 LIVING ROOM KITCHEN BEDROOM 2 BEDROOM 3 BEDROOM 1 BATHROOM 2 BATHROOM 1 WATER HEATER UP DOWN (N) FURNACE RG C7 LIGHTING FIXTURES LEGEND SD/CO C L-0X EXHAUST FAN/ HEATING COMBO SMOKE DETECTOR AND CABON MONOXIDE DETECTOR ELECTRICAL PANEL CEILING FAN LINEAR LED LIGHT RECESSED CAN LIGHT DEMO STANDARD UNIT PLAN KEYNOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 KITCHEN DEMOLITION, DEMO ALL EXISTING: KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, LIGHTING, CABINETS, RECEPTACLES & SWITCHES, FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BATHROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. POWDER ROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINNING/HALLWAY DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BEDROOM DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. DEMO EXISTING EXHAUST FAN AND HEATING COMBO. DEMO EXISTING SMOKE DETECTOR / CO DETECTOR. REFURBISH EXISTING WINDOWS. WATER HEATER: EXISTING TO REMAIN REMOVE EXISTING DOOR HARDWARE, EXISTING DOOR PANELS TO REMAIN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. INSTALL NEW RECEPTACLES AND SWITCHES COVER PLATE THROUGHOUT. REMOVE NON-PROGRAMMABLE THERMOSTAT THROUGHOUT. INSTALL NEW PROGRAMMABLE THERMOSTAT, PER T-24 GUIDELINES. INSTALL NEW WIRED SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THROUGHOUT. PROVIDE NEW FURNACE AND GRILLE COVER. PROVIDE NEW UP-TO-CODE ELECTRICAL PANEL. CONTRACTOR TO VERIFY ALL WINDOWS AND DOORS' TYPE, SIZE AND QUANTITY IN FIELD. NEW INTERIOR PREP, PRIME, AND PAINT THROUGHOUT. INSTALL NEW 4'' WALL BASE THROUGHOUT. CONSTRUCTION STANDARD UNIT KEYNOTES C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 KITCHEN: PROVIDE NEW KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING, WALL PER PLAN. BATHROOM: PROVIDE NEW PLUMBING FIXT. (SINK, FAUCET, TOILET, ANGLE STOPS), TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. POWDER ROOM: PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINING/HALLWAY: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BEDROOM: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. NEW CEILING FAN/HEATER/LIGHTING COMBO PROVIDE NEW HARD-WIRED WALL MOUNTED EXHAUST FAN PER PLAN. PROVIDE NEW SMOKE DETECTOR / CO DETECTOR. REFURBISHED WINDOWS. WATER HEATER: EXISTING TO REMAIN REPLACE EXISTING DOOR HARDWARE. PROVIDED DOOR LEVER SET TO COMPLY WITH 11B-404.2.7. REF DOOR AND HARDWARE NOTES ON A610. REPAIR TRIM AS NEEDED. REPLACE EXISTING DOOR HARDWARE AT ENTRY DOOR AND SCREEN DOOR. PROVIDED DOOR LEVER SETS TO COMPLY WITH 11B-404.2.7 AND THRESHOLD TO COMPLY WITH 11B-404.2.5. REF DOOR AND HARDWARE NOTES ON A610. PROVIDE NEW HARD-WIRED CEILING MOUNTED HEATER / EXHAUST FAN / LIGHTING COMBO PER PLAN CEILING-MOUNTED HEATER APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS LEGEND (N) LVT FLOORING TO BE DEMO NEW WALL SOFFIT CEILING 03 SCALE: 1/4" = 1'-0"1STD. UNIT C, E, H, I, K - TYPE 2 DEMO SCALE: 1/4" = 1'-0"3STD. UNIT C, E, H, I, K - TYPE 2 RCP SCALE: 1/4" = 1'-0"2STD. UNIT C, E, H, I, K - TYPE 2 PROPOSED 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A505 TY P E 2 - ST D UN I T C/ E / H / I / K - IN T E R I O R EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM 4 2 3 2 1 3 A505 314 313 FL-01 30x48 312 311 F 2 319 A505 101 103 102 317 316 FL-01 RG 216 312 311 PT-01 313 314 CT-02 213 214 B-01 314 315 PT-01 B-01 213 214 314 315 PT-01 B-01 218 PT-01 B-01 DDDDDDDD 102 103 101 PT-01 30" HOOD FIXED DOORS FIXED DOORSD D 317 316 PT-01 CT-01 SCALE: 1/2" = 1'-0"1ENLARGED BATHROOM PLAN SCALE: 1/2" = 1'-0"2ENLARGED KITCHEN PLAN SCALE: 1/2" = 1'-0"3BATHROOM INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0"8KITCHEN INTERIOR ELEVATIONS 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A506 TY P E 1 - (N ) AD A UN I T F - FL O O R PL A N , DE M O PL A N , RC P 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 5 PM FO D1 D3 D4 D2 D4 D6 D9 D8 D7 D9 D5 D9 D8 D10 D10 D10 D10 D9D5 D9D5 D9 D9 D11 D7D7 D7 D12 D12 2 1 SD SD SD SD SD C6 C6C6 RG C6 F C14 L-01 L-01 L-01 L-01 L-01 C C L-01 C PT-03 PT-03 PT-03 PT-03PT-03 PT-03 PT-03 PT-03 C7 RG C1 C11 C9 C4 C8 C3 C2 C9 C11 C11 C11 C10 C4C10 C10 C10 C12 F C5 C10C8C5C10C8 C5 C10C8 C13 C15 C16 L 2 1 4 3 5 FL-01 FL-01 FL-01 FL-01 FL-01FL-01 FL-01 FL-01 LIVING ROOM KITCHEN BEDROOM 1 BEDROOM 2 BATHROOM 1 BATHROOM 2 BEDROOM 3 (E) WATER HEATER (N) FURNACE C17 1 A507 2 A507 2 A700 LIGHTING FIXTURES LEGEND SD/CO C L-0X EXHAUST FAN/ HEATING COMBO SMOKE DETECTOR AND CABON MONOXIDE DETECTOR ELECTRICAL PANEL CEILING FAN LINEAR LED LIGHT RECESSED CAN LIGHT LEGEND (N) LVT FLOORING SOFFIT CEILING NEW WALL TO BE DEMO UNIT PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. INSTALL NEW RECEPTACLES AND SWITCHES COVER PLATE THROUGHOUT. REMOVE NON-PROGRAMMABLE THERMOSTAT THROUGHOUT. INSTALL NEW PROGRAMMABLE THERMOSTAT, PER T-24 GUIDELINES. INSTALL NEW WIRED SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THROUGHOUT. PROVIDE NEW FURNACE AND GRILLE COVER. PROVIDE NEW UP-TO-CODE ELECTRICAL PANEL. CONTRACTOR TO VERIFY ALL WINDOWS AND DOORS' TYPE, SIZE AND QUANTITY IN FIELD. NEW INTERIOR PREP, PRIME, AND PAINT THROUGHOUT. INSTALL NEW 4'' WALL BASE THROUGHOUT.DEMO ADA UNIT PLAN KEYNOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 D11 D12 KITCHEN DEMOLITION, DEMO ALL EXISTING: KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. ADA BATHROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXT. (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. BATHROOM/POWDER ROOM (NON-ADA) DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINNING/HALLWAY DEMOLITION, DEMO ALL EXISTING: FLOORING, WALL PER PLAN. BEDROOM DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. DEMO EXISTING EXHAUST FAN AND WALL HEATER. DEMO EXISTING SMOKE DETECTOR / CO DETECTOR. DEMO EXISTING NON-COMPLIANT RECEPTACLES & SWITCHES. REFURBISH EXISTING WINDOWS. DEMO EXISTING DOORS. WATER HEATER: EXISTING TO REMAIN REMOVE EXISTING DOOR HARDWARE, EXISTING DOOR PANELS TO REMAIN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS CONSTRUCTION ADA UNIT PLAN KEYNOTES C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 C15 C16 C17 KITCHEN: PROVIDE NEW KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING, WALL PER PLAN. ADA BATHROOM: PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. BATHROOM/POWDER ROOM (NON-ADA): PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINING/HALLWAY: PROVIDE NEW FLOORING, WALL PER PLAN. BEDROOM: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. PROVIDE NEW WALL MOUNTED EXHAUST FAN PER PLAN. PROVIDE NEW CEILING MOUNTED HEATER PER PLAN. PROVIDE NEW SMOKE DETECTOR / CO DETECTOR. PROVIDE NEW RECEPTACLES & SWITCHES (ADA). REFURBISHED WINDOWS. PROVIDE NEW DOORS. WATER HEATER: EXISTING TO REMAIN INSTALL SECONDARY ADA-COMPLIANT DOOR VIEWER. NEW CEILING SOFFIT TO MATCH EXISTING. REPLACE EXISTING DOOR HARDWARE. PROVIDED DOOR LEVER SET TO COMPLY WITH 11B-404.2.7. REF DOOR AND HARDWARE NOTES ON A610. REPAIR TRIM AS NEEDED. REPLACE EXISTING DOOR HARDWARE AT ENTRY AND SCREEN DOOR. PROVIDE DOOR LEVER SETS TO COMPLY WITH 11B-404.2.7 AND THRESHOLD TO COMPLY WITH 11B-404.2.5. THE BOTTOM 10" OF DOOR SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE, REF. DOOR AND HARDWARE NOTES ON A610. PROVIDE NEW HARD-WIRED CEILING MOUNTED HEATER / EXHAUST FAN / LIGHTING COMBO PER PLAN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS 03 SCALE: 1/4" = 1'-0"1(N) ADA - UNIT F - TYPE 1 DEMO SCALE: 1/4" = 1'-0"3(N) ADA - UNIT F - TYPE 1 RCP SCALE: 1/4" = 1'-0"2(N) ADA - UNIT F - TYPE 1 PROPOSED EXHAUST FAN/ LIGHTING/ HEATING COMBO 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A507 TY P E 1 - (N ) AD A UN I T F - IN T E R I O R EL E V A T I O N S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM RG F 2 1 3 3 A507 101 106 317 316 FL-01 103 30x48 60Ø 30x48 30x48 WALL BACKING AS REQUIRED 9 14 REMOVABLE TUB SEAT W/LEGS, PER SPECIFICATIONS 35 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 24" MAX.24" MIN 12" MAX. 19 " 8" 15" MIN. 16" MAX. SEAT PT-01 314 315 215 B-01 OPEN MIRROR FROM FLOOR TO DISPENSER OUTLET FROM TOILE BOWL EDGE SHOWER CONTROL AREA TO CENTER OF DISPENSER (CENTER OF NEAREST PAPER ROLL) 11 14 10 WALL BACKING AS REQUIRED FIXTURECL 1'-6" 18" MIN. 27 " MA X . 40 " MA X TO BO T T O M OF RE F L E C T I V E SU R F A C E 3' - 6 " 3'-0" 30" MIN. 48" GRAB BAR 10" 35 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 54" MIN 1' - 6 " 8" 19 " MI N 40 " 18 " GR A B BA R 24" MIN 3" MIN.1 1/ 2 " MI N CL R . 313 PT-01 215 216 312 311 CT-02 B-01 (N) LIGHT 14 11 WALL BACKING AS REQUIRED FROM FLOOR TO DISPENSER OUTLET 14 CL WALL BACKING AS REQUIRED 9 19 " MI N . 12"24" 6"36" 1' - 6 " 17'-18" FROM CENTER OF TOILET TO WALL FINISH 35 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 8" M I N . BL O C K I N G 12" MIN 19 " 35 " 33 ' ' AF F MI N . - 36 ' ' MA X . TO TO P OF BA R . GC TO CO O R D I N A T E MO U N T I N G HE I G H T LO C A T I O N WI T H FL O O R SL O P 2'-6" MIN. PT-01 215 314 313 215 213 214 B-01 2 A700 33 1/ 2 " MA X . 9" MI N . 11" 8" MIN. 27 " MI N . 43 ' ' MA X TO TO P OF BO T T O M SH E L F 17 " - 1 9 " 33 1/ 2 " MA X . 3' - 4 " 48 " MA X . 24" GRAB BAR PT-01 212 314 315 215 WALL MOUNTED SINK/ COUNTERTOP & CABINET (PROVIDE BACKING) B-01 9 14 SHOWER CONTROL AREA 20 10 DD 1 1'-0"1'-0"2'-0" 2 eq. panels 2'-0"3 1/4"1'-0"1'-0"2'-8"2"9" 34 " MA X 2'-6" 30" MIN. CLR. REMOVABLE CABINET 317 316 PT-01 CT-01 WATER SUPPLY AND DRAIN PIPES UNDER KITCHEN SINKS SHALL BE INSULATED OR OTHERWISE COVERED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER KITCHEN SINKS. (1133A.7.1) 3 1 D D 1 DDD 30 "HOOD6 DD 2'-6" 30" MIN. CLR. 27 " MI N . 1'-9"2'-6"2'-0"2'-0"1'-9"2'-0" 2"1'-6"1"2'-0"2'-8"2'-7"2'-0" 34 " MA X 2'-0" 1'-0"3'-1" 1' - 6 " 3' - 2 " 5' - 8 " 1' - 1 0 " REMOVABLE CABINET 106 101 103 1 2 3 4 4 A505 2 3 4 A501 314 313 FL-01 218 30x48 60x66 30x60 60Ø 6"36" GRAB BAR 17"-18" 5'-0" 60" MIN CLR. 48 " GR A B BA R 10 " 1' - 6 " 18 " MI N 5' - 1 7/ 8 " 60 " MI N . 2'-6" MIN. CLR. 5' - 6 " 66 " MI N . CL R . 312 311 D 1 DDDDD 34 " MA X 2'-0"2'-6"2'-6" 03 03 SCALE: 1/2" = 1'-0"1ENLARGED KITCHEN PLAN SCALE: 1/2" = 1'-0"4BATHROOM INTERIOR ELEVATIONS SCALE: 1/2" = 1'-0"2ENLARGED BATHROOM PLAN SCALE: 1/2" = 1'-0"3KITCHEN INTERIOR ELEVATIONS 12 123 4 ACCESSIBLE KEYNOTES SOME KEYNOTES MAY NOT PERTAIN TO THIS SHEET 1. BASE CABINET: 23" DEEP WITH 4" SQUARE TOE KICK AND 1 FIXED SHELF U.O.N.. COUNTERTOP MAX. DEPTH 24" FROM BACK WALL TO OUTER EDGE OF BULLNOSE WITH 4" TALL BACKSPLASH SET 34" MAXIMUM FROM FINISH FLOOR TO TOP OF COUNTERTOP. SEE UPPER CABINET NOTE FOR SHELF REQUIREMENTS. BASE CABINETS DIRECTLY UNDER THE KITCHEN SINK COUNTER AND ADJACENT TO ONE SIDE OF KITCHEN RANGE AREAS, INCLUDING TOE BOARD AND SHELVING, SHALL BE REMOVABLE WITHOUT THE USE OF SPECIALIZED TOOLS OR SPECIALIZED KNOWLEDGE IN ORDER TO PROVIDE WIDTH ENOUGH TO ACCOMMODATE 30'' MIN FOR A WHEELCHAIR. THE FINISH FLOOR BENEATH THE KITCHEN SINK COUNTER AND ONE SIDE ADJACENT TO KITCHEN RANGE AREAS SHALL BE EXTENDED TO THE WALL. 2. UPPER CABINET: 12" DEEP W/ 2 ADJUSTABLE SHEVES (24" DEEP OVER REFRIGERATOR W/ 1 FIXED SHELF.) CABINET SHELVING SUPPORTS TO COMPLY WITH "ARCHITECTURAL WOODWORK STANDARDS" FOR TYPE AND THICKNESS OF WOOD SHELF PROVIDED SHELVES TO BE FACTORY FINISHED. BASE LEVEL SHELF IS 46'' HIGH MAX TO FINISH FLOOR IN ACCESSIBLE KITCHEN. 3. KITCHEN SINK: W/ 1/2 H.P. GARBAGE DISPOSAL, PROVIDE HOLE FOR DISHWASHER AIR GAP IN SINK DECK. CABINET TOE KICK AND SHELF BELOW SINK TO BE REMOVABLE. FLOORING TO EXTEND TO BACK WALL FULL AREA BELOW SINK. THE SINK SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MAXIMUM SINK BOWL DEPTH SHALL BE 6-1/2". FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUND FORCE (22.2N). LEVER-OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER SINKS. NO MORE THAN ONE BOWL OF A MULTI-BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 306. SINK SHALL HAVE A REAR MOUNTED BASKET STRAINER. PROVIDE 1/4 TURN ANGLE STOP AND SUPPLY LINES. 4. NOT IN USE, 5. REFRIGERATOR: 1'' MIN. SPACING FROM CABINET COUNTERTOP EDGE OR GYP. BD. FINISH TO REFRIGERATOR AND 1'' MIN. AT OPPOSING SIDE. SPACE MAY BE VARIES PER MANUFACTURE SPEC. OBTAIN OWNERS SPEC. FOR PRODUCT PRIOR TO CABINET FABRICATION. COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50% OF THE FREEZER SPACE 54 INCHES MAX. ABOVE FINISH FLOOR OR GROUND. 6. HOOD & FREE STANDING RANGE: GAS 30" WIDE WITH EXTERIOR VENTED RANGE HOOD ABOVE. OVERALL HOOD TO BE 6" WIDER THAN RANGE BELOW (RECOMMENDED). RANGE HOOD SHALL BE WIRED TO AN ACCESSIBLE WALL SWITCH LOCATED WITHIN REACH LIMITS, SEE KEYNOTE #19 FOR DIMENSION. VERIFY DIMENSION AND INSTALLATION PRIOR TO CABINET FABRICATION. 7. PANTRY: WIDTH AS NOTED, 24" DEEP WITH 5 ADJUSTABLE SHELVES. 8. BAR COUNTER: 34" MAX. HEIGHT ABOVE FINISH FLOOR WITH 2x6 WALL BELOW COUNTER AT BACK OF CABINET. 9. TUB/SHOWER: MANUFACTURED 32"x60" OR 39''x62'' (PER DRAWING) WITH INTEGRAL 3 WALL SURROUND (FIBERCARE OR APPROVED EQUAL). INSTALL 5/8'' THICK GYP. BOARD. (PAPERLESS PER LEER REQUIREMENTS DENS-SHIELD OR EQUAL) WITH LEVEL 1 FINISH. PROVIDE INTEGRAL GRAB BAR BACKING AT MANUF. SURROUNDS. PROVIDE CURVED SHOWER ROD, RINGS AND CURTAIN. 10. BATHROOM LAVATORY: (N) SOLID SURFACE COUNTER W/ INTEGRAL SINK, LEVER FAUCET PER SPECIFICATION. CABINET DEPTH MAX. 22" FROM BACK WALL TO FACE. COUNTERTOP DEPTH MAX. 23-1/2" FROM BACK WALL TO FACE OF BULLNOSE WITH 4" SPLASH AT BACK AND SIDE WALLS ADJ. TO GYP. BD. HEIGHT PER PER ADA STANDARDS 606.3. SINK RIM TO BE SET MAX. 34" A.F.F. BASE CABINET BELOW LAVATORY TO HAVE REMOVABLE SHELF AND TOE KICK WITH DOOR OPENING WIDE ENOUGH TO ACCOMMODATE 30" MIN. FRONT APPROACH BELOW SINK. SINK CENTERLINE TO BE MIN. 24" CLR. TO ADJ. WALL. FINISHED PANELS AT CABINET SIDES BELOW SINK. EXTEND FLOORING BELOW SINK TO BACK WALL. TEXTURE PRIME AND PAINT BACK WALL BELOW SINK AND PROVIDE WALL BASE. PROVIDE 1/4 TURN ANGLE STOP 4 SUPPLY LINES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. 11. WATER CLOSET: (N) 1.28 G.P.F. HIGH EFFICIENCY TOILETS WITH NEW WAX RING. PLANS DEVELOPED TO ACCOMMODATE MAX. 30" DEEP WATER CLOSET FROM BACK WALL TO FRONT EDGE OF SEAT TO COMPLY WITH C.B.C. 1134A.7. PROVIDE 2x10 BLOCKING WITHIN WALLS AT ACCESSIBLE BATHROOM FOR GRAB BARS, PROVIDE 1/4 TURN ANGLE STOP AND SUPPLY LINE. 12. NOT IN USE. 13. MEDICINE CABINET: BOTTOM SHELF MOUNTED AT 44" MAXIMUM ABOVE FINISH FLOOR AND MIRROR MAXIMUM 40" ABOVE FINISH FLOOR, USE MIRROR AS GOVERNING HEIGHT. 14. GRAB BAR: GRAB BAR REINFORCEMENT INSTALLED ON THE BACK WALL OF THE BATHTUB: 6” MAXIMUM ABOVE THE BATHTUB RIM; EXTENDING UPWARD TO AT LEAST 38” ABOVE THE FLOOR. GRAB BAR BACKING INSTALLED HORIZONTALLY TO PERMIT THE INSTALLATION OF 48” GRAB BAR WITH EACH END. 15. TOWEL BAR: 24" WIDE U.O.N. W/ 2X10 SOLID BLOCKING WITHIN WALL CENTERED 40" ABV. FIN. FLR. TO BE DETERMINED IN FIELD. 16. NOT IN USE. 17. NOT IN USE. 18. CLOSET SHELF & POLE: PROVIDE CONCEALED 2x BLOCKING WITHIN WALLS FOR SHELF AND POLE BRACKET SUPPORT VERIFY LOCATION REQUIREMENTS WITH SUPPLIER. AT SINGLE SHELF AND POLE SET BLOCKING FOR POLE AT 46" A.F.F. AT DOUBLE SHELVES AND POLES SET BLOCKING FOR TOP POLE AT 80" AND LOWER POLE AT 40" A.F.F. SHELVES TO BE 5/8'' THK. ROOD FACTORY PRIMED FIELD PAINTED. AT GOAT CLOSET, PROVIDE SHELF AND POLE. AT BEDROOM CLOSET, PROVIDE DOUBLE SHELVES AND POLE. AT BEDROOM W.I.C., PROVIDE DOUBLE SHELVES AND DOUBLE POLES. 19. ELECTRICAL RECEPTACLE: LOCATED 48” MAXIMUM MEASURED FROM THE FINISHED FLOOR (OR WORKING PLATFORM) TO THE TOP OF THE OUTLET BOX (RECEPTACLE, SWITCH, CONTROL, ETC.). 15” MINIMUM MEASURED FROM THE FINISHED FLOOR ( OR WORKING PLATFORM) TO THE BOTTOM OF THE OUTLET BOX. FORWARD APPROACH: OBSTRUCTION BETWEEN 20”-25”, HEIGHT REDUCED TO 44” MAXIMUM. SIDE APPROACH: OBSTRUCTION 24” MAXIMUM, HEIGHT REDUCED TO 46” MAXIMUM. RANGE HOOD CONTROLS MUST BE WITHIN ACCESSIBLE REACH RANGE 20. HAND-ACTIVATED DOOR HARDWARE: CENTERED BETWEEN 30 AND 44 INCHES ABOVE THE FLOOR. HAND-ACTIVATED LATCHING/LOCKING DOORS ON AN ACCESSIBLE ROUTE OPERABLE WITH A SINGLE EFFORT BY HARDWARE PROVIDING PASSAGE WITHOUT REQUIRING ABILITY TO GRASP THE OPENING HARDWARE. THE LEVER OR LEVER OF ACTUATED LATCHES/LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN ½” OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. EXCEPTION: GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 21. LAUNDRY WASHER & DRYER: ENERGY STAR MODEL, TOP LOADING MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT LOCATED 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM OF THE OPENING TO THE LAUNDRY COMPARTMENT LOCATED 15 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. 3 11B-804.6.6 REFRIGERATOR/FREEZER- COMBINATION REFRIGERATORS AND FREEZERS SHALL HAVE AT LEAST 50 PERCENT OF THE FREEZER SPACE 54 INCHES (1372 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. THE CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR A PARALLEL APPROACH TO THE SPACE DEDICATED TO A REFRIGERATOR/FREEZER WITH THE CENTERLINE OF THE CLEAR FLOOR OR GROUND SPACE OFFSET 24 INCHES (610 MM) MAXIMUM FROM THE CENTERLINE OF THE DEDICATED SPACE 11B-603.3 MIRRORS- MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (889 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-804.6.5 OVEN- SIDE-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY SECTION 11B-804.3 POSITIONED ADJACENT TO THE LATCH SIDE OF THE OVEN DOOR. BOTTOM-HINGED DOOR OVENSBOTTOM-HINGED DOOR OVENS SHALL HAVE THE WORK SURFACE REQUIRED BY SECTION 11B-804.3 POSITIONED ADJACENT TO ONE SIDE OF THE DOOR. OVENS SHALL HAVE CONTROLS ON FRONT PANELS. KITCHEN SHELVING AREA CALCULATIONS NOTE: 50% OF CABINET SPACE SHALL MEET CBC, SECTION 11B-804.5 OVERALL SHELVING AREA LOWER CABINETS UPPER CABINETS PANTRY TOTAL ACCESSIBLE SHELVING AREA LOWER CABINETS UPPER CABINETS PANTRY TOTAL REQ. ACCESSIBLE SHELVING AREA: 58.5 SF (MIN. 50% OF TOTAL SHELVING AREA) PROVIDED ACCESSIBLE SHELVING AREA: 63 SF (53.8%) 92 SF 25 SF 0 SF 117 SF 63 SF 0 SF 0 SF 63 SF 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A508 TY P E 2 - (N ) A/ V UN I T D - FL O O R PL A N , DE M O PL A N , RC P 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM LIGHTING FIXTURES LEGEND SD/CO C L-0X EXHAUST FAN/ HEATING COMBO SMOKE DETECTOR AND CABON MONOXIDE DETECTOR ELECTRICAL PANEL CEILING FAN LINEAR LED LIGHT RECESSED CAN LIGHT COMMUNICATION UNIT KEYNOTES C20 C22 C23 C24 C25 HARD-WIRED ELECTRIC DOORBELL: TO BE LOCATED WITHIN REACH RANGE AND TO BE LOCATED WITHIN CLEAR FLOOR SPACE. DOORBELL CANNOT REQUIRE CONSTANT PRESSURE TO ACTIVATE VISIBLE STROBE.VISIBLE AND AUDIBLE DOORBELL NOTIFICATION. WHERE VISIBLE DOORBELL SIGNALS ARE LOCATED IN SLEEPING AREAS, THEY SHALL HAVE CONTROLS TO DEACTIVATE THE SIGNAL. VISIBLE AND AUDIBLE ALARM CLOCK. (NOT REQUIRED, BUT RECOMMENDED). VISIBLE/AUDIBLE ALARM FOR FIRE, SMOKE, CARBON MONOXIDE (C.O.). SEE UNITS W/COMM. FEATURES NOTES FOR ADDITIONAL INFO.TELEPHONE WITH VOLUME CONTROL. PROVIDE VISUAL NOTIFICATION DEVICE FOR INCOMING CALL/RING. PROVIDE COMMUNICATION ACCESS DEVICE (TDD) AND ELECTRICAL OUTLET WITHIN 48" OF TELEPHONE TO FACILITATE USE OF TTY. SEE COMMUNICATION FEATURES NOTES FOR ADDITIONAL REQ. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS DEMO STANDARD UNIT PLAN KEYNOTES D1 D2 D3 D4 D5 D6 D7 D8 D9 D10 KITCHEN DEMOLITION, DEMO ALL EXISTING: KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, LIGHTING, CABINETS, RECEPTACLES & SWITCHES, FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BATHROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), SHOWER/TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES, VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. POWDER ROOM DEMOLITION, DEMO ALL EXISTING: PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINNING/HALLWAY DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BEDROOM DEMOLITION, DEMO ALL EXISTING: FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. DEMO EXISTING EXHAUST FAN AND HEATING COMBO. DEMO EXISTING SMOKE DETECTOR / CO DETECTOR. REFURBISH EXISTING WINDOWS. WATER HEATER: EXISTING TO REMAIN REMOVE EXISTING DOOR HARDWARE, EXISTING DOOR PANELS TO REMAIN. APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. INSTALL NEW RECEPTACLES AND SWITCHES COVER PLATE THROUGHOUT. REMOVE NON-PROGRAMMABLE THERMOSTAT THROUGHOUT. INSTALL NEW PROGRAMMABLE THERMOSTAT, PER T-24 GUIDELINES. INSTALL NEW WIRED SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THROUGHOUT. PROVIDE NEW FURNACE AND GRILLE COVER. PROVIDE NEW UP-TO-CODE ELECTRICAL PANEL. CONTRACTOR TO VERIFY ALL WINDOWS AND DOORS' TYPE, SIZE AND QUANTITY IN FIELD. NEW INTERIOR PREP, PRIME, AND PAINT THROUGHOUT. INSTALL NEW 4'' WALL BASE THROUGHOUT. CONSTRUCTION STANDARD UNIT KEYNOTES C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C14 KITCHEN: PROVIDE NEW KITCHEN APPLIANCES, PLUMBING FIXTURES, COUNTERTOPS, CABINETS, LIGHTING, RECEPTACLES & SWITCHES, FLOORING, WALL PER PLAN. BATHROOM: PROVIDE NEW PLUMBING FIXT. (SINK, FAUCET, TOILET, ANGLE STOPS), TUB ENCLOSURES, SHOWER CURTAIN/ROD, ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOP, MIRROR, MEDICINE CABINET, WALL TILE, FLOORING, WALL PER PLAN. POWDER ROOM: PROVIDE NEW PLUMBING FIXTURES (SINK, FAUCET, TOILET, ANGLE STOPS), ACCESSORIES (TP HOLDER, TOWER BAR, TOWER RING), VANITY, COUNTERTOPS, MIRROR, MEDICINE CABINET, FLOORING. LIVING ROOM/DINING/HALLWAY: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. BEDROOM: PROVIDE NEW FLOORING (UNIT A FLOORING TO REMAIN), WALL PER PLAN. NEW CEILING FAN/HEATER/LIGHTING COMBO PROVIDE NEW HARD-WIRED WALL MOUNTED EXHAUST FAN PER PLAN. PROVIDE NEW SMOKE DETECTOR / CO DETECTOR. REFURBISHED WINDOWS. WATER HEATER: EXISTING TO REMAIN REPLACE EXISTING DOOR HARDWARE. PROVIDED DOOR LEVER SET TO COMPLY WITH 11B-404.2.7. REF DOOR AND HARDWARE NOTES ON A610. REPAIR TRIM AS NEEDED. REPLACE EXISTING DOOR HARDWARE AT ENTRY DOOR AND SCREEN DOOR. PROVIDED DOOR LEVER SETS TO COMPLY WITH 11B-404.2.7 AND THRESHOLD TO COMPLY WITH 11B-404.2.5. REF DOOR AND HARDWARE NOTES ON A610. PROVIDE NEW HARD-WIRED CEILING MOUNTED HEATER / EXHAUST FAN / LIGHTING COMBO PER PLAN CEILING-MOUNTED HEATER APPEARS IN UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS UNIT PLANS LEGEND (N) LVT FLOORING SOFFIT CEILING NEW WALL TO BE DEMO FO 1 2 1 D9 D8D5D7 D8D5D7 D8D5D7 D2 D6 D3 D1 D4 D7 D8 D4 D10 D10 D10 D10 D10 D10 UP DOWN C14 DW FO C20 C22 C24 C25 C24 C24 C24 C22 C24 C22 C24 C22 C4 C8 C9 C1 C3 C2 C5 C9C8C5C9C8 C5 C9C8 C4 C10 C11 C11 C11 C11 C11 C11 FL-01 FL-01 FL-01 FL-01 FL-01FL-01 FL-01 FL-01 BA T H R O O M 2 BA T H R O O M 1 UP DOWN LIVING ROOM KITCHEN BEDROOM 1 BATHROOM 1 BEDROOM 3 BATHROOM 2 (E) WATER HEATER BEDROOM 2 (N) FURNACE C23 C25 C22 C23 C25 C22 C23 C25 C22 C7C6 C6 DW FO SD SD SD SDSD C6 C14 C6 C6 C6 C C L-01 L-02 L-02 L-02 L-02 C C L-02 C PT-03 PT-03 PT-03 PT-03PT-03 PT-03 PT-03 UP DOWN 03 SCALE: 1/4" = 1'-0"1(N) A/V - UNIT D - TYPE 2 DEMO SCALE: 1/4" = 1'-0"2(N) A/V - UNIT D - TYPE 2 PROPOSED SCALE: 1/4" = 1'-0"3(N) A/V - UNIT D - TYPE 2 RCP RESIDENTIAL DWELLING UNITS WITH COMMUNICATION FEATURES 1. RESIDENTIAL DWELLING UNITS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTION 11B-809.5. 2. 11B-809.5.1 BUILDING FIRE ALARM SYSTEM. WHERE A BUILDING FIRE ALARM SYSTEM IS PROVIDED, THE SYSTEM WIRING SHALL BE EXTENDED TO A POINT WITHIN THE RESIDENTIAL DWELLING UNIT IN THE VICINITY OF THE RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM. 3. 11B-809.5.1.1 ALARM APPLIANCES. WHERE ALARM APPLIANCES ARE PROVIDED WITHIN A RESIDENTIAL DWELLING UNIT AS PART OF THE BUILDING FIRE ALARM SYSTEM, THEY SHALL COMPLY WITH CHAPTER 9, SECTION 907.5.2.3.4. 4. 11B-809.5.1.2 ACTIVATION. ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR BUILDING FIRE ALARM NOTIFICATION SHALL BE ACTIVATED UPON ACTIVATION OF THE BUILDING FIRE ALARM IN THE PORTION OF THE BUILDING CONTAINING THE RESIDENTIAL DWELLING UNIT. 5. 11B-809.5.2 RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEM AND CARBON MONOXIDE DETECTION SYSTEM. RESIDENTIAL DWELLING UNIT SMOKE DETECTION SYSTEMS SHALL COMPLY WITH CHAPTER 9, SECTION 907.2.11. RESIDENTIAL DWELLING UNIT CARBON MONOXIDE DETECTION SYSTEMS SHALL COMPLY WITH CHAPTER 4. 6. 11B-809.5.2.1 ACTIVATION. ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR SMOKE DETECTION NOTIFICATION SHALL BE ACTIVATED UPON SMOKE DETECTION. ALL VISIBLE ALARM APPLIANCES PROVIDED WITHIN THE RESIDENTIAL DWELLING UNIT FOR CARBON MONOXIDE DETECTION NOTIFICATION SHALL BE ACTIVATED UPON CARBON MONOXIDE DETECTION. 7. 11B-809.5.3 INTERCONNECTION. THE SAME VISIBLE ALARM APPLIANCES SHALL BE PERMITTED TO PROVIDE NOTIFICATION OF RESIDENTIAL DWELLING UNIT SMOKE DETECTION, BUILDING FIRE ALARM ACTIVATION, AND CARBON MONOXIDE DETECTION. 8. 11B-809.5.4 PROHIBITED USE. VISIBLE ALARM APPLIANCES USED TO INDICATE RESIDENTIAL DWELLING UNIT SMOKE DETECTION, CARBON MONOXIDE DETECTION, OR BUILDING FIRE ALARM ACTIVATION SHALL NOT BE USED FOR ANY OTHER PURPOSE WITHIN THE RESIDENTIAL DWELLING UNIT. 9. 11B-809.5.5 RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE. COMMUNICATION FEATURES SHALL BE PROVIDED AT THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE COMPLYING WITH SECTION 11B-809.5.5. 10. 11B-809.5.5.1 NOTIFICATION. A HARD-WIRED ELECTRIC DOORBELL SHALL BE PROVIDED. A BUTTON OR SWITCH SHALL BE PROVIDED OUTSIDE THE RESIDENTIAL DWELLING UNIT PRIMARY ENTRANCE. ACTIVATION OF THE BUTTON OR SWITCH SHALL INITIATE AN AUDIBLE TONE AND VISIBLE SIGNAL WITHIN THE RESIDENTIAL DWELLING UNIT. WHERE VISIBLE DOORBELL SIGNALS ARE LOCATED IN SLEEPING AREAS, THEY SHALL HAVE CONTROLS TO DEACTIVATE THE SIGNAL. 11. 11B-809.5.5.2 IDENTIFICATION. A MEANS FOR VISUALLY IDENTIFYING A VISITOR WITHOUT OPENING THE RESIDENTIAL DWELLING UNIT ENTRY DOOR SHALL BE PROVIDED AND SHALL ALLOW FOR A MINIMUM 180 DEGREE RANGE OF VIEW. 12. 11B-809.5.6 SITE, BUILDING, OR FLOOR ENTRANCE. WHERE A SYSTEM, INCLUDING A CLOSED-CIRCUIT SYSTEM, PERMITTING VOICE COMMUNICATION BETWEEN A VISITOR AND THE OCCUPANT OF THE RESIDENTIAL DWELLING UNIT IS PROVIDED, THE SYSTEM SHALL COMPLY WITH SECTION 11B-708.4. UNITS W/COMMUNICATION FEATURES: 1. UNITS DESIGNATED TO HAVE COMMUNICATION FEATURES SHALL PROVIDE THE FOLLOWING: 1.1. IN BUILDINGS WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, THESE UNITS SHALL HAVE BUILDING ALARM SYSTM EXTENDED INTO LIVING ROOM AND SLEEPING AREAS. SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72. FIRE ALARM, SMOKE AND CARBON MONOXIDE DETECTOR DEVICES MUST BE EQUIPPED WITH A STROBE. 1.2. AUDIBLE ALARM SYSTEM SHALL PRODUCE A SOUND THAT EXCEEDS THE PREVAILING EQUIVALENT SOUND LEVEL IN THE ROOM OR SPACE BY AT LEAST 15 DECIBELS. WIRING SHOULD BE INSTALLED TO PROVIDE A VISIBLE ALARM SYSTEM, ELECTRICALLY POWERED, INTERNALLY ILLUMINATED. 1.3. VISIBLE NOTIFICATION DEVICES SHALL BE PROVIDED TO ALERT ROOM OCCUPANTS OF INCOMING TELEPHONE CALLS AND A DOOR KNOCK OR BELL (STROBE DOORBELL). 1.4. NOTIFICATION DEVICES SHALL NOT BE CONNECTED TO VISIBLE ALARM SIGNAL APPLIANCES. VISIBLE DOORBELL NOTIFICATION DEVICES MUST BE SEPARATE FROM ALL OTHER VISIBLE NOTIFICATION DEVICES. 1.5. TELEPHONES SHALL BE SERVED BY AN ELECTRICAL OUTLET LOCATED WITHIN 48 INCHES (7279 MM) OF THE TELEPHONE TO FACILITATE THE USE OF A TTY. TELEPHONES SHALL HAVE VOLUME CONTROLS COMPATIBLE WITH THE TELEPHONE SYSTEM AND SHALL COMPLY WITH ADA 806.3. TO ENSURE COMMUNICATION WITHIN THE FACILITY, AS WELL AS COMMERCIAL LINES, PROVIDE TELEPHONE INTERFACE JACKS THAT ARE COMPATIBLE WITH BOTH DIGITAL AND ANALOG SIGNAL USE. FOR HANDSET OR EXTERNAL AMPLIFICATION SYSTEM COMPATIBILITY, A STANDARD SUBMINIATURE JACK INSTALLED IN THE TELEPHONE WILL PROVIDE THE MOST FLEXIBILITY. 1.6. SEE 2/A055 AND A600 FOR DETAILS. VISIBLE AND AUDIBLE DOORBELL VISIBLE/AUDIBLE ALARM FOR FIRE, SMOKE, CARBON MONOXIDE TELEPHONE JACK ELEC. OUTLET FOR TTY. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A610 DO O R SC H E D U L E & TY P E S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM DOOR TYPE A B C D E F VIEW 3' - 4 " PE R SC H E D U L E PER SCHEDULE PE R SC H E D U L E PER SCHEDULE 3' - 4 " PER SCHEDULE PE R SC H E D U L E 3' - 4 " PE R SC H E D U L E PER SCHEDULE 3' - 4 " PE R SC H E D U L E 3' - 4 " PER SCHEDULE 2" 10 " PER SCHEDULE PE R SC H E D U L E 3' - 4 " 10 "2" DOOR LEGEND DOOR SCHEDULE DOOR NUMBER 1 2 3 4 5 6 7 8 9 10 11 12 LOCATION UNIT F - CLOSET UNIT F - BATHROOM UNIT F - BEDROOM UNIT F - BEDROOM UNIT F - BEDROOM UNIT B - CLOSET UNIT B - BATHROOM UNIT B - BEDROOM UNIT B - BEDROOM UNIT B - BEDROOM TRASH ENCLOSURE FENCE GATE DOOR INTERIOR/ EXTERIOR Interior Interior Interior Interior Interior Interior Interior Interior Interior Interior Exterior Exterior ELEVATION C B A A A D B A A A E F DOOR MATERIAL SC WOOD SC WOOD SC WOOD SC WOOD SC WOOD SC WOOD SC WOOD SC WOOD SC WOOD SC WOOD HM HM DOOR OPENING SIZE WIDTH 1'-4" 2'-10" 2'-10" 2'-10" 2'-10" 2'-6" 2'-10" 2'-10" 2'-10" 2'-10" 6'-0" 3'-0" HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 5'-8" 4" THICKNESS SCREEN DOOR FRAME UNDERCUT DETAILS FRAME TYPE PROFILE TYPE FRAME MATERIAL Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined Undefined HEAD 6/A701 9/A701 6/A701 6/A701 6/A701 6/A701 9/A701 6/A701 6/A701 6/A701 6/A701 6/A701 JAMB 5/A701 8/A701 5/A701 5/A701 5/A701 5/A701 8/A701 5/A701 5/A701 5/A701 SADDLE 4/A701 7/A701 4/A701 4/A701 4/A701 4/A701 7/A701 4/A701 4/A701 4/A701 SADDLE MATL. STONE SILL TYPE DOOR HARDWARE SET C B A A A C B A A A D E SECURITY CONTACT REMARKS POCKET SLIDER POCKET SLIDER TRASH ENCLOSURE GATE REF. DETAILS ON A101 AND S2. 03 03 SCALE: 1' = 1'-0"1DOOR LEGEND SCALE: 1' = 1'-0"2DOOR SCHEDULE DOOR AND HARDWARE NOTES 1. G.C. TO PROVIDE COMPLETE DOOR/HARDWARE PACKAGE TO FUNCTION AS INDICATED. ALL DOORS AND HARDWARE SHALL BE PROVIDED AS SPEC OR EQUAL, U.O.N. SUBMIT COMPLETE SPECS TO ARCHITECT FOR REVIEW AND APPROVAL. 2. ALL HARDWARE TO MEET TITLE 24 AND ACCESSIBILITY REQUIREMENTS. HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" A.F.F. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ARE IN THE PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQ'G THE ABILITY TO GRASP THE HARDWARE. (CBC SEC. 11B-404.2.7). 3. CONTRACTOR TO FIELD VERIFY CONDITION, HAND, THROAT SIZE AND WORKABILITY OF ALL DOORS AND HARDWARE; REPAIR OR REPLACE AS REQUIRED. 4. HINGES AT RATED ASSEMBLIES SHALL BE BALL BEARING. 90 MIN. ASSEMBLIES SHALL HAVE METAL THRESHOLDS. 5. ALL DOOR ASSEMBLIES SHALL BE EQUIPPED WITH SILENCERS, QUANTITY AS REQUIRED BY DOOR SIZE. 6. LOCK CYLINDERS AND KEYS SHALL BE COORDINATED WITH BUILDING OWNER. 7. ALL DOORS AND FRAMES SHALL BE FACTORY OR SHOP FINISHED. NO FIELD FINISHING UNLESS OTHERWISE NOTED. 8. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES AND THAT CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. 9. DOORS AT LEGAL EXITS SHALL BE NOT LESS THAN 36" WIDE AND 6'-8" HIGH. DOORS SHALL BE CAPABLE OF OPENING 90 DEGREES AND SHALL BE MOUNTED SO THAT CLEAR WIDTH OF EXITWAY IS NOT LESS THAN 32" 10. DOORS NEED TO BE PROVIDED THAT REQUIRE NO MORE THAN 5 LBS. TO OPEN (15 LBS WHEN FIRE RATED). THE DOOR IS NOT TO CLOSE FASTER THAN 5 SECONDS FROM 90 DEGREES TO 12 DEGREES. GATES WITH SPRING HINGES ARE PERMITED 1.5 SECONDS FROM 70 DEGREES TO CLOSE. 11. HAND-ACTIVATED DOOR HARDWARE: CENTERED BETWEEN 34 AND 44 INCHES ABOVE THE FLOOR. HAND-ACTIVATED LATCHING/LOCKING DOORS ON AN ACCESSIBLE ROUTE OPERABLE WITH A SINGLE EFFORT BY HARDWARE PROVIDING PASSAGE WITHOUT REQUIRING ABILITY TO GRASP THE OPENING HARDWARE. THE LEVER OR LEVER OF ACTUATED LATCHES/LOCKS SHALL BE CURVED WITH A RETURN TO WITHIN ½” OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS DURING EGRESS. EXCEPTION: GROUP R AND U OCCUPANCIES WITH AN OCCUPANT LOAD OF 10 OR LESS. 12. ALL MEASUREMENTS TO BE VERIFIED IN FIELD HARDWARE SETS (3) HINGES PER LEAF (FOR NEW DOORS), ADA PRIVACY FUNCTION LOCKSET (LEVER STYLE), W/ PUSH BUTTON LOCK ON THE INSIDE. SEE DOOR NOTES. A B SLIDING TOP TRACK, ADA POCKET DOOR HARDWARE (TRIMCO 1069FP). SEE DOOR NOTES. C (3) HINGES PER LEAF, ADA PASSAGE LEVER STYLE . SEE GENERAL DOOR NOTES. D (3) HINGES PER LEAF. ADA PASSAGE LEVER STYLE. 10" KICK PLATE AT BOTTOM OF DOOR. SEE DOOR NOTES. E (3) HINGES PER LEAF (FOR NEW DOORS), ADA PRIVACY FUNCTION LOCKSET (LEVER STYLE). SEE DOOR NOTES. 4'-0" V.I.F. 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G 24 2 6 A DA T E ID DE S C R I P T I O N 12 / 2 3 / 2 4 02 / 2 4 / 2 5 02 03 PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A700 MI L L W O R K DE T A I L S ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM JR , LF NL 02 /2 4/2 0 2 5 8COMPUTER COUNTER DETAIL 1"=1'-0" 27 ' ' M I N 34 ' ' M A X NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER 29 ' ' M I N 9" M I N 2' - 1 0 " TOE SPACE 21'' 2 MILLWORK DETAIL @ ACCESSIBLE KITCHEN REMOVABLE CABINET 1"=1'-0"3 MILLWORK DETAIL @ ACCESSIBLE BATHROOM VANITY 1"=1'-0"4MILLWORK DETAIL @ STANDARD RESTROOM VANITY 1"=1'-0" KNEE SPACE 2' - 3 " 8" MIN 11'' MIN 29 ' ' M I N 9" M I N 2' - 1 0 " PIPES UNDER THE LAVATORY ARE TO BE INSULATED 21'' SOLID SURFACE COUNTER PER SCHEDULE KNEE SPACE CLEARANCE, FOR REFERENCE 2' - 3 " 8" MIN 11'' MIN REMOVABLE CABINET (OPTIONAL: SIDE PANELS TO BE REMOVABLE) 4" PIPES UNDER THE LAVATORY ARE TO BE INSULATED SOLID SURFACE COUNTER PER SCHEDULE EXTEND FINISH FLOOR TO THE WALL FLOATING CABINET, PROVIDE BACKING AT WALL 7 MILLWORK DETAIL @ LAUNDRY 1"=1'-0" 10 " 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL REMOVABLE CABINET FRONT AND BOTTOM, SIMILAR TO DETAIL #6 CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" SHELVES DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 6" 24'' MAX 34 ' ' M A X 7" SINK COUNTER TOP & BACKSPLASH EDGE TO BE DETERMINED 27 ' ' M I N 8" MIN FINISH FLOOR9" M I N ' ' KNEE SPACE TOE SPACE 4" 4" 11'' MIN PIPES UNDER THE LAVATORY ARE TO BE INSULATED 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N 46 ' ' M A X SIDE AND REAR WALL AND CABINET TO BE FINISHED 6" MAX. EXTEND FINISH FLOOR TO THE WALL 45 - 1 / 2 ' ' M A X 47 - 1 / 2 ' ' M A X KNEE AND TOE CLEARANCE 6 MILLWORK DETAIL @ ACCESSIBLE KITCHEN SINK REMOVABLE CABINET 1"=1'-0" 30 ' ' M I N 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X 6" 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N SIDE AND REAR WALL AND CABINET TO BE FINISHED EXTEND FINISH FLOOR TO THE WALL 10 " EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 30 ' ' M I N PIPES UNDER THE LAVATORY ARE TO BE INSULATED 11-1/2'' MIN 8-1/2'' MIN 9- 1 / 2 ' ' M I N KNEE SPACE TOE SPACE KNEE SPACE TOE SPACE REMOVABLE CABINET FRONT AND BOTTOM, SEE DETAIL #6 ADJUSTABLE SHELF 24'' MAX 2'-0" MAX. GARBAGE DISPOSAL NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER w w w . r e l a t i v i t y a r c h i t e c t s . c o m 4 2 1 C O L Y T O N S T , L A , C A 9 0 0 1 3 P : 3 1 0 . 5 7 3 . 4 3 0 0 17 4 0 E L A V E T A A V E , OR A N G E , C A , 9 2 8 6 6 DA T E IS S U E SHEET DRAWN BY JOB NO. SCALE RA AS NOTED 10 / 2 4 / 2 0 2 3 PR E L I M I N A R Y P L A N C H E C K S U B M I T T A L 2303A LICENSED ARCHITECT SCOTTBERNARD SULLIVAN STATE OF CALIFORNIA 12 / 1 9 / 2 0 2 3 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 1 1 01 / 1 7 / 2 0 2 4 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 2 2 MI L L W O K R D E T A I L S A700 8COMPUTER COUNTER DETAIL 1"=1'-0" 27 ' ' M I N 34 ' ' M A X NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER 29 ' ' M I N 9" M I N 2' - 1 0 " TOE SPACE 21'' 2 MILLWORK DETAIL @ ACCESSIBLE KITCHEN REMOVABLE CABINET 1"=1'-0"3 MILLWORK DETAIL @ ACCESSIBLE BATHROOM VANITY 1"=1'-0"4MILLWORK DETAIL @ STANDARD RESTROOM VANITY 1"=1'-0" KNEE SPACE 2' - 3 " 8" MIN 11'' MIN 29 ' ' M I N 9" M I N 2' - 1 0 " PIPES UNDER THE LAVATORY ARE TO BE INSULATED 21'' SOLID SURFACE COUNTER PER SCHEDULE KNEE SPACE CLEARANCE, FOR REFERENCE 2' - 3 " 8" MIN 11'' MIN REMOVABLE CABINET (OPTIONAL: SIDE PANELS TO BE REMOVABLE) 4" PIPES UNDER THE LAVATORY ARE TO BE INSULATED SOLID SURFACE COUNTER PER SCHEDULE EXTEND FINISH FLOOR TO THE WALL FLOATING CABINET, PROVIDE BACKING AT WALL 7 MILLWORK DETAIL @ LAUNDRY 1"=1'-0" 10 " 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL REMOVABLE CABINET FRONT AND BOTTOM, SIMILAR TO DETAIL #6 CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" SHELVES DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 6" 24'' MAX 34 ' ' M A X 7" SINK COUNTER TOP & BACKSPLASH EDGE TO BE DETERMINED 27 ' ' M I N 8" MIN FINISH FLOOR9" M I N ' ' KNEE SPACE TOE SPACE 4" 4" 11'' MIN PIPES UNDER THE LAVATORY ARE TO BE INSULATED 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N 46 ' ' M A X SIDE AND REAR WALL AND CABINET TO BE FINISHED 6" MAX. EXTEND FINISH FLOOR TO THE WALL 45 - 1 / 2 ' ' M A X 47 - 1 / 2 ' ' M A X KNEE AND TOE CLEARANCE 6 MILLWORK DETAIL @ ACCESSIBLE KITCHEN SINK REMOVABLE CABINET 1"=1'-0" 30 ' ' M I N 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X 6" 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N SIDE AND REAR WALL AND CABINET TO BE FINISHED EXTEND FINISH FLOOR TO THE WALL 10 " EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 30 ' ' M I N PIPES UNDER THE LAVATORY ARE TO BE INSULATED 11-1/2'' MIN 8-1/2'' MIN 9- 1 / 2 ' ' M I N KNEE SPACE TOE SPACE KNEE SPACE TOE SPACE REMOVABLE CABINET FRONT AND BOTTOM, SEE DETAIL #6 ADJUSTABLE SHELF 24'' MAX 2'-0" MAX. GARBAGE DISPOSAL NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER w w w . r e l a t i v i t y a r c h i t e c t s . c o m 4 2 1 C O L Y T O N S T , L A , C A 9 0 0 1 3 P : 3 1 0 . 5 7 3 . 4 3 0 0 17 4 0 E L A V E T A A V E , OR A N G E , C A , 9 2 8 6 6 DA T E IS S U E SHEET DRAWN BY JOB NO. SCALE RA AS NOTED 10 / 2 4 / 2 0 2 3 PR E L I M I N A R Y P L A N C H E C K S U B M I T T A L 2303A LICENSED ARCHITECT SCOTTBERNARD SULLIVAN STATE OF CALIFORNIA 12 / 1 9 / 2 0 2 3 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 1 1 01 / 1 7 / 2 0 2 4 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 2 2 MI L L W O K R D E T A I L S A700 8COMPUTER COUNTER DETAIL 1"=1'-0" 27 ' ' M I N 34 ' ' M A X NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER 29 ' ' M I N 9" M I N 2' - 1 0 " TOE SPACE 21'' 2 MILLWORK DETAIL @ ACCESSIBLE KITCHEN REMOVABLE CABINET 1"=1'-0"3 MILLWORK DETAIL @ ACCESSIBLE BATHROOM VANITY 1"=1'-0"4MILLWORK DETAIL @ STANDARD RESTROOM VANITY 1"=1'-0" KNEE SPACE 2' - 3 " 8" MIN 11'' MIN 29 ' ' M I N 9" M I N 2' - 1 0 " PIPES UNDER THE LAVATORY ARE TO BE INSULATED 21'' SOLID SURFACE COUNTER PER SCHEDULE KNEE SPACE CLEARANCE, FOR REFERENCE 2' - 3 " 8" MIN 11'' MIN REMOVABLE CABINET (OPTIONAL: SIDE PANELS TO BE REMOVABLE) 4" PIPES UNDER THE LAVATORY ARE TO BE INSULATED SOLID SURFACE COUNTER PER SCHEDULE EXTEND FINISH FLOOR TO THE WALL FLOATING CABINET, PROVIDE BACKING AT WALL 7 MILLWORK DETAIL @ LAUNDRY 1"=1'-0" 10 " 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL REMOVABLE CABINET FRONT AND BOTTOM, SIMILAR TO DETAIL #6 CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" SHELVES DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 6" 24'' MAX 34 ' ' M A X 7" SINK COUNTER TOP & BACKSPLASH EDGE TO BE DETERMINED 27 ' ' M I N 8" MIN FINISH FLOOR9" M I N ' ' KNEE SPACE TOE SPACE 4" 4" 11'' MIN PIPES UNDER THE LAVATORY ARE TO BE INSULATED 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N 46 ' ' M A X SIDE AND REAR WALL AND CABINET TO BE FINISHED 6" MAX. EXTEND FINISH FLOOR TO THE WALL 45 - 1 / 2 ' ' M A X 47 - 1 / 2 ' ' M A X KNEE AND TOE CLEARANCE 6 MILLWORK DETAIL @ ACCESSIBLE KITCHEN SINK REMOVABLE CABINET 1"=1'-0" 30 ' ' M I N 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X 6" 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N SIDE AND REAR WALL AND CABINET TO BE FINISHED EXTEND FINISH FLOOR TO THE WALL 10 " EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 30 ' ' M I N PIPES UNDER THE LAVATORY ARE TO BE INSULATED 11-1/2'' MIN 8-1/2'' MIN 9- 1 / 2 ' ' M I N KNEE SPACE TOE SPACE KNEE SPACE TOE SPACE REMOVABLE CABINET FRONT AND BOTTOM, SEE DETAIL #6 ADJUSTABLE SHELF 24'' MAX 2'-0" MAX. GARBAGE DISPOSAL NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER w w w . r e l a t i v i t y a r c h i t e c t s . c o m 4 2 1 C O L Y T O N S T , L A , C A 9 0 0 1 3 P : 3 1 0 . 5 7 3 . 4 3 0 0 17 4 0 E L A V E T A A V E , OR A N G E , C A , 9 2 8 6 6 DA T E IS S U E SHEET DRAWN BY JOB NO. SCALE RA AS NOTED 10 / 2 4 / 2 0 2 3 PR E L I M I N A R Y P L A N C H E C K S U B M I T T A L 2303A LICENSED ARCHITECT SCOTTBERNARD SULLIVAN STATE OF CALIFORNIA 12 / 1 9 / 2 0 2 3 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 1 1 01 / 1 7 / 2 0 2 4 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 2 2 MI L L W O K R D E T A I L S A700 8 COMPUTER COUNTER DETAIL 1"=1'-0" 27 ' ' M I N 34 ' ' M A X NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER 29 ' ' M I N 9" M I N 2' - 1 0 " TOE SPACE 21'' 2 MILLWORK DETAIL @ ACCESSIBLE KITCHEN REMOVABLE CABINET 1"=1'-0"3 MILLWORK DETAIL @ ACCESSIBLE BATHROOM VANITY 1"=1'-0"4 MILLWORK DETAIL @ STANDARD RESTROOM VANITY 1"=1'-0" KNEE SPACE 2' - 3 " 8" MIN 11'' MIN 29 ' ' M I N 9" M I N 2' - 1 0 " PIPES UNDER THE LAVATORY ARE TO BE INSULATED 21'' SOLID SURFACE COUNTER PER SCHEDULE KNEE SPACE CLEARANCE, FOR REFERENCE 2' - 3 " 8" MIN 11'' MIN REMOVABLE CABINET (OPTIONAL: SIDE PANELS TO BE REMOVABLE) 4" PIPES UNDER THE LAVATORY ARE TO BE INSULATED SOLID SURFACE COUNTER PER SCHEDULE EXTEND FINISH FLOOR TO THE WALL FLOATING CABINET, PROVIDE BACKING AT WALL 7 MILLWORK DETAIL @ LAUNDRY 1"=1'-0" 10 " 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL REMOVABLE CABINET FRONT AND BOTTOM, SIMILAR TO DETAIL #6 CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" SHELVES DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 6" 24'' MAX 34 ' ' M A X 7" SINK COUNTER TOP & BACKSPLASH EDGE TO BE DETERMINED 27 ' ' M I N 8" MIN FINISH FLOOR9" M I N ' ' KNEE SPACE TOE SPACE 4" 4" 11'' MIN PIPES UNDER THE LAVATORY ARE TO BE INSULATED 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N 46 ' ' M A X SIDE AND REAR WALL AND CABINET TO BE FINISHED 6" MAX. EXTEND FINISH FLOOR TO THE WALL 45 - 1 / 2 ' ' M A X 47 - 1 / 2 ' ' M A X KNEE AND TOE CLEARANCE 6 MILLWORK DETAIL @ ACCESSIBLE KITCHEN SINK REMOVABLE CABINET 1"=1'-0" 30 ' ' M I N 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X 6" 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N SIDE AND REAR WALL AND CABINET TO BE FINISHED EXTEND FINISH FLOOR TO THE WALL 10 " EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 30 ' ' M I N PIPES UNDER THE LAVATORY ARE TO BE INSULATED 11-1/2'' MIN 8-1/2'' MIN 9- 1 / 2 ' ' M I N KNEE SPACE TOE SPACE KNEE SPACE TOE SPACE REMOVABLE CABINET FRONT AND BOTTOM, SEE DETAIL #6 ADJUSTABLE SHELF 24'' MAX 2'-0" MAX. GARBAGE DISPOSAL NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER w w w . r e l a t i v i t y a r c h i t e c t s . c o m 4 2 1 C O L Y T O N S T , L A , C A 9 0 0 1 3 P : 3 1 0 . 5 7 3 . 4 3 0 0 17 4 0 E L A V E T A A V E , OR A N G E , C A , 9 2 8 6 6 DA T E IS S U E SHEET DRAWN BY JOB NO. SCALE RA AS NOTED 10 / 2 4 / 2 0 2 3 PR E L I M I N A R Y P L A N C H E C K S U B M I T T A L 2303A LICENSED ARCHITECT SCOTTBERNARD SULLIVAN STATE OF CALIFORNIA 12 / 1 9 / 2 0 2 3 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 1 1 01 / 1 7 / 2 0 2 4 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 2 2 MI L L W O K R D E T A I L S A700 8 COMPUTER COUNTER DETAIL 1"=1'-0" 27'' MIN 34'' MAXNOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER 29 ' ' M I N 9" M I N 2' - 1 0 " TOE SPACE 21'' 2 MILLWORK DETAIL @ ACCESSIBLE KITCHEN REMOVABLE CABINET 1"=1'-0"3 MILLWORK DETAIL @ ACCESSIBLE BATHROOM VANITY 1"=1'-0"4 MILLWORK DETAIL @ STANDARD RESTROOM VANITY 1"=1'-0" KNEE SPACE 2' - 3 " 8" MIN 11'' MIN 29 ' ' M I N 9" M I N 2' - 1 0 " PIPES UNDER THE LAVATORY ARE TO BE INSULATED 21'' SOLID SURFACE COUNTER PER SCHEDULE KNEE SPACE CLEARANCE, FOR REFERENCE 2' - 3 " 8" MIN 11'' MIN REMOVABLE CABINET (OPTIONAL: SIDE PANELS TO BE REMOVABLE) 4" PIPES UNDER THE LAVATORY ARE TO BE INSULATED SOLID SURFACE COUNTER PER SCHEDULE EXTEND FINISH FLOOR TO THE WALL FLOATING CABINET, PROVIDE BACKING AT WALL 7 MILLWORK DETAIL @ LAUNDRY 1"=1'-0" 10 " 33 - 1 / 2 ' ' M A X COUNTER TOP & 4'' TALL BACKSPLASH EDGE TO BE DETERMINED DOOR PULL REMOVABLE CABINET FRONT AND BOTTOM, SIMILAR TO DETAIL #6 CABINET DOOR 27 - 1 / 2 ' ' M I N 4" 6" NOTE: ALL FINISHES & STYLES BY OWNER 1'-0" SHELVES DOOR PULL OUTLET ON SURFACE OF BACKWALL 33 - 1 / 2 ' ' M A X EL E C T R I C A L R E C E P T A C L E : L O C A T E D 4 8 ” M A X I M U M ME A S U R E D F R O M T H E F I N I S H E D F L O O R ( O R W O R K I N G PL A T F O R M ) T O T H E T O P O F T H E O U T L E T B O X ( R E C E P T A C L E , SW I T C H , C O N T R O L , E T C . ) . 1 5 ” M I N I M U M M E A S U R E D F R O M TH E F I N I S H E D F L O O R ( O R W O R K I N G P L A T F O R M ) T O T H E BO T T O M O F T H E O U T L E T B O X . F O R W A R D A P P R O A C H : OB S T R U C T I O N B E T W E E N 2 0 ” - 2 5 ” , H E I G H T R E D U C E D T O 4 4 ” MA X I M U M . S I D E A P P R O A C H : O B S T R U C T I O N 2 4 ” M A X I M U M , HE I G H T R E D U C E D T O 4 6 ” M A X I M U M . R A N G E H O O D CO N T R O L S M U S T B E W I T H I N A C C E S S I B L E R E A C H R A N G E 6" 24'' MAX 34'' MAX7"SINKCOUNTER TOP &BACKSPLASHEDGE TO BEDETERMINED 27'' MIN8" MIN FINISH FLOOR9" MIN''KNEE SPACETOE SPACE4"4"11'' MIN PIPES UNDER THELAVATORY ARE TO BEINSULATED 30-1/2'' MIN REMOVABLE CABINET 27 - 1 / 2 ' ' M I N 46 ' ' M A X SIDE AND REAR WALL AND CABINET TO BE FINISHED 6" MAX. EXTEND FINISH FLOOR TO THE WALL 45 - 1 / 2 ' ' M A X 47 - 1 / 2 ' ' M A X KNEE AND TOE CLEARANCE 6 MILLWORK DETAIL @ ACCESSIBLE KITCHEN SINK REMOVABLE CABINET 1"=1'-0" 30'' MIN 33-1/2'' MAXCOUNTER TOP & 4'' TALLBACKSPLASHEDGE TO BE DETERMINEDDOOR PULLCABINET DOOR 27-1/2'' MIN4"6"NOTE: ALL FINISHES & STYLES BY OWNER1'-0"DOOR PULLOUTLET ON SURFACE OFBACKWALL 33-1/2'' MAX6"30-1/2'' MIN REMOVABLE CABINET 27-1/2'' MINSIDE AND REAR WALLAND CABINET TO BEFINISHEDEXTEND FINISH FLOORTO THE WALL 10 " ELECTRICAL RECEPTACLE: LOCATED 48” MAXIMUM MEASURED FROM THE FINISHED FLOOR (OR WORKING PLATFORM) TO THE TOP OF THE OUTLET BOX (RECEPTACLE,SWITCH, CONTROL, ETC.). 15” MINIMUM MEASURED FROM THE FINISHED FLOOR ( OR WORKING PLATFORM) TO THE BOTTOM OF THE OUTLET BOX. FORWARD APPROACH:OBSTRUCTION BETWEEN 20”-25”, HEIGHT REDUCED TO 44”MAXIMUM. SIDE APPROACH: OBSTRUCTION 24” MAXIMUM,HEIGHT REDUCED TO 46” MAXIMUM. RANGE HOOD CONTROLS MUST BE WITHIN ACCESSIBLE REACH RANGE 30'' MINPIPES UNDER THE LAVATORYARE TO BE INSULATED11-1/2'' MIN8-1/2'' MIN9-1/2'' MIN KNEE SPACE TOE SPACE KNEESPACETOESPACE REMOVABLE CABINETFRONT AND BOTTOM, SEEDETAIL #6 ADJUSTABLE SHELF 24'' MAX 2'-0" MAX.GARBAGE DISPOSAL NOTE: ALL FINISHES & STYLES BY OWNER NOTE: ALL FINISHES & STYLES BY OWNER www.relativityarchitects.com 421 COLYTON ST, LA, CA 90013 P:310.573.43001740 E LA VETA AVE,ORANGE, CA, 92866 DA T E IS S U E SHEET DRAWN BY JOB NO. SCALE RA AS NOTED 10 / 2 4 / 2 0 2 3 PR E L I M I N A R Y P L A N C H E C K S U B M I T T A L 2303A LICENSED ARCHITECT SCOTTBERNARD SULLIVAN STATE OF CALIFORNIA 12 / 1 9 / 2 0 2 3 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 1 1 01 / 1 7 / 2 0 2 4 PL A N C H E C K C O R R E C T I O N S U B M I T T A L 0 2 2 MI L L W O K R D E T A I L S A700 SCALE: 1' = 1'-0"2MILLWORK DETAIL @ ACCESSIBLE KITCHEN REMOVABLE CABINET SCALE: 1' = 1'-0"3MILLWORK DETAIL @ ACCESSIBLE KITCHEN SINK REMOVABLE CABINET SCALE: 1' = 1'-0"4MILLWORK DETAIL @ ACC. BATH. VANITY SCALE: 1' = 1'-0"1MILLWORK DETAIL @ LAUNDRY SCALE: 1' = 1'-0"5MILLWORK DETAIL @ STD RR VANITY 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G 24 2 6 A DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A701 PA R T I T I O N & DO O R DE T A I L S ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM JR , LF NL 02 /2 4/2 0 2 5 5/8" TYPE X GYP. BD. BOTH SIDES. ATT. TO STUDS & TOP BOTTOM PLATES W/ 1/4" TYPE "W" DRYWALL SCREWS SPACED 12" O.C. STAGGER JTS. EA. SIDE. SEAL GYP. STUD EXTERIOR WALL. 2x4 WOOD STUDS @ 16" O.C. ANCHOR BOTTOM PLATE TO SLAB. 5/8" TYPE X GYP. BD. BOTH SIDES. ATT. TO STRUCTURE ABOVE W/ 1/4" TYPE "W" DRYWALL SCREWS SPACED 12" O.C. STAGGER JTS. EA. SIDE. KA N S A S AP A R T M E N T S 10 5 4 & 10 6 2 W 42 ND ST LO S AN G E L E S , CA , 90 0 3 7 SHEET 2245A DATE JOB # IS S U E S LI S T DRAWN QC REN. 7.31.2025 NO. C38390 J MARC RAPISARDILICENSEDARCHITECT AINROFILACFOETATSREN. 3.31.2025 NO. C35088 GERARDO FAUSTINOLICENSEDARCHITECT AINROFILACFOETATS DA T E ID DE S C R I P T I O N 03 /26 /24 05 /16 /24 05 /21 /24 6/6/20 2 4 00 01 02 03 LA D B S SU B M I S S I O N PL A N CH E C K CO R R E C T I O N S PL A N CH E C K CO R R E C T I O N S PL A N CH E C K CO R R E C T I O N S LA H D BI M c l o u d : RA -SE R V E R - BI M c l o u d Ba s i c fo r Ar c h i c a d 24 /22 4 5 A Tw o Wo r l d s Ap a r t m e n t s /10 4 8 -54 W 42 nd St 8/12 /20 2 4 A701 DO O R DE T A I L S 8/12/2024 NC,FL,JM DSN, JM BI M c l o u d : RA -SE R V E R - BI M c l o u d Ba s i c fo r Ar c h i c a d 24 /22 4 5 A Tw o Wo r l d s Ap a r t m e n t s /10 4 8 -54 W 42 nd St 8/12 /20 2 4 MTL. CORNER BEAD: KERF CUT AS REQ HEADER AS REQ. 1/2'' OR 5/8'' THK GYP BD SHIM TRIM TO MATCH EXISTING DOOR PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD SHIM TRIM TO MATCH EXISTING DOOR PER SCHEDULE MTL. CORNER BEAD: KERF CUT AS REQ EDGE OF JAMB BEYOND SCHED FLOOR DOOR PER SCHEDULE 10 " HEADER AS REQ. 1/2'' OR 5/8'' THK GYP BD SHIM TRIM TO MATCH EXISTING DOOR PER SCHEDULE MTL. CORNER BEAD: KERF CUT AS REQ DOOR PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD PTD WD HINGE AT JAMB SHIM MTL. CORNER BEAD: KERF CUT AS REQ EDGE OF JAMB BEYOND SCHED FLOOR DOOR PER SCHEDULE DOOR PER SCHEDULE DOOR GUILD BEYOND SCHEDULED FLOOR 5/8'' GYP BD DOOR PER SCHEDULE PTD WD MTL CORNER BEAD DOOR PER SCHEDULE HEADER PER STRUCT 5/8'' GYP BD 1/2'' SHIM HARD WARE PER SPEC PTD WD MTL CORNER BEAD DOOR PER SCHEDULE SLIDING CHANNEL, PER PEMKO SLIDING DOOR PANEL, PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD 4'' MTL STUD WD BLOCK SLIDING DOOR PANEL, PER SCHEDULE SCALE: 3" = 1'-0"5HEAD DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"4JAMB DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"3 SILL DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"8HEAD DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"7JAMB DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"6 SILL DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"9SILL DETAIL @ INT PORKET DOOR SCALE: 3" = 1'-0"10JAMB DETAIL @ INT PORKET DOOR SCALE: 3" = 1'-0"11HEAD DETAIL @ INT PORKET DOOR SCALE: 3" = 1'-0"1SILL DETAIL @ INT SLIDING DOOR SCALE: 3" = 1'-0"2JAMB DETAIL @ INT SLIDING DOOR 08 / 1 3 / 2 4 CO N S T R U C T I O N D O C U M E N T S FO R C O N S T R U C T I O N REN. 7.31.2025 NO. C38390 J MARC RAPISARDILICENSEDARCHITECT AINROFILACFOETATS SILL DETAIL @ INT SLIDING CLOSET DOOR JAMB DETAIL @ INT SLIDING CLOSET DOOR KA N S A S AP A R T M E N T S 10 5 4 & 10 6 2 W 42 ND ST LO S AN G E L E S , CA , 90 0 3 7 SHEET 2245A DATE JOB # IS S U E S LI S T DRAWN QC REN. 7.31.2025 NO. C38390 J MARC RAPISARDILICENSEDARCHITECT AINROFILACFOETATSREN. 3.31.2025 NO. C35088 GERARDO FAUSTINOLICENSEDARCHITECT AINROFILACFOETATS DA T E ID DE S C R I P T I O N 03 /26 /24 05 /16 /24 05 /21 /24 6/6/20 2 4 00 01 02 03 LA D B S SU B M I S S I O N PL A N CH E C K CO R R E C T I O N S PL A N CH E C K CO R R E C T I O N S PL A N CH E C K CO R R E C T I O N S LA H D BI M c l o u d : RA -SE R V E R - BI M c l o u d Ba s i c fo r Ar c h i c a d 24 /22 4 5 A Tw o Wo r l d s Ap a r t m e n t s /10 4 8 -54 W 42 nd St 8/12 /20 2 4 A701 DO O R DE T A I L S 8/12/2024 NC,FL,JM DSN, JM BI M c l o u d : RA -SE R V E R - BI M c l o u d Ba s i c fo r Ar c h i c a d 24 /22 4 5 A Tw o Wo r l d s Ap a r t m e n t s /10 4 8 -54 W 42 nd St 8/12 /20 2 4 MTL. CORNER BEAD: KERF CUT AS REQ HEADER AS REQ. 1/2'' OR 5/8'' THK GYP BD SHIM TRIM TO MATCH EXISTING DOOR PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD SHIM TRIM TO MATCH EXISTING DOOR PER SCHEDULE MTL. CORNER BEAD: KERF CUT AS REQ EDGE OF JAMB BEYOND SCHED FLOOR DOOR PER SCHEDULE 10 " HEADER AS REQ. 1/2'' OR 5/8'' THK GYP BD SHIM TRIM TO MATCH EXISTING DOOR PER SCHEDULE MTL. CORNER BEAD: KERF CUT AS REQ DOOR PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD PTD WD HINGE AT JAMB SHIM MTL. CORNER BEAD: KERF CUT AS REQ EDGE OF JAMB BEYOND SCHED FLOOR DOOR PER SCHEDULE DOOR PER SCHEDULE DOOR GUILD BEYOND SCHEDULED FLOOR 5/8'' GYP BD DOOR PER SCHEDULE PTD WD MTL CORNER BEAD DOOR PER SCHEDULE HEADER PER STRUCT 5/8'' GYP BD 1/2'' SHIM HARD WARE PER SPEC PTD WD MTL CORNER BEAD DOOR PER SCHEDULE SLIDING CHANNEL, PER PEMKO SLIDING DOOR PANEL, PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD 4'' MTL STUD WD BLOCK SLIDING DOOR PANEL, PER SCHEDULE SCALE: 3" = 1'-0"5HEAD DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"4JAMB DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"3 SILL DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"8HEAD DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"7JAMB DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"6 SILL DETAIL @ INT SWING DOOR SCALE: 3" = 1'-0"9SILL DETAIL @ INT PORKET DOOR SCALE: 3" = 1'-0"10JAMB DETAIL @ INT PORKET DOOR SCALE: 3" = 1'-0"11HEAD DETAIL @ INT PORKET DOOR SCALE: 3" = 1'-0"1SILL DETAIL @ INT SLIDING DOOR SCALE: 3" = 1'-0"2JAMB DETAIL @ INT SLIDING DOOR 08 / 1 3 / 2 4 CO N S T R U C T I O N D O C U M E N T S FO R C O N S T R U C T I O N REN. 7.31.2025 NO. C38390 J MARC RAPISARDILICENSEDARCHITECT AINROFILACFOETATS REPAIR TRIM AS NEEDED POCKET POCKET POCKET KA N S A S AP A R T M E N T S 10 5 4 & 10 6 2 W 42 ND ST LO S AN G E L E S , CA , 90 0 3 7 SHEET 2245A DATE JOB # IS S U E S LI S T DRAWN QC REN. 7.31.2025 NO. C38390 J MARC RAPISARDILICENSEDARCHITECT AINROFILACFOETATSREN. 3.31.2025 NO. C35088 GERARDO FAUSTINOLICENSEDARCHITECT AINROFILACFOETATS DA T E ID DE S C R I P T I O N 03 /26 /24 05 /16 /24 05 /21 /24 6/6/20 2 4 00 01 02 03 LA D B S SU B M I S S I O N PL A N CH E C K CO R R E C T I O N S PL A N CH E C K CO R R E C T I O N S PL A N CH E C K CO R R E C T I O N S LA H D BI M c l o u d : RA -SE R V E R - BI M c l o u d Ba s i c fo r Ar c h i c a d 24 /22 4 5 A Tw o Wo r l d s Ap a r t m e n t s /10 4 8 -54 W 42 nd St 8/12 /20 2 4 A702 DO O R DE T A I L S 8/12/2024 NC,FL,JM DSN, JM BI M c l o u d : RA -SE R V E R - BI M c l o u d Ba s i c fo r Ar c h i c a d 24 /22 4 5 A Tw o Wo r l d s Ap a r t m e n t s /10 4 8 -54 W 42 nd St 8/12 /20 2 4 DOOR PER SCHEDULE INTEXT ADA COMPLAINT UTILITY THRESHOLD BEVELED TO 1:2 SLOPE, TYP. EXISTING INTERIOR FINISH FLOOR EXISTING FLOOR SLAB BEVELED TO 1:2 SLOPE, TYP. 10 " 1/ 2 " MA X 1/ 4 " MA X 1/ 4 " MA X 1/ 4 " MA X INTEXT EXISTING FLOOR SLAB 1/2'' MAX 1/4'' MAX 10'' 1/4'' MAX 1/4'' MAX BEVELED TO 1:2 SLOPE, TYP. DOOR PER SCHEDULE ADA COMPLAINT UTILITY THRESHOLD BEVELED TO 1:2 SLOPE, TYP. EXISTING INTERIOR FINISH FLOOR EXISTING SHEATING SHIM 1/2'' OR 5/8'' THK GYP BD SEALANT DOOR PER SCHEDULE 7/8" STUCCO ASSEMBLY SEALANT METAL FRAME 5 5 / 8 " INTEXT HINGE AT JAMB SHIM EXISTING SHEATING SHIM 1/2'' OR 5/8'' THK GYP BD SEALANT DOOR PER SCHEDULE DRIP LIP 5 5 / 8 " INTEXT 7/8" STUCCO ASSEMBLY SEALANT METAL FRAME EXISTING SHEATING SHIM 1/2'' OR 5/8'' THK GYP BD DOOR PER SCHEDULE 7/8" STUCCO ASSEMBLY SEALANT METAL FRAME INTEXT SEALANT HINGE AT JAMB 5 5/8" EXISTING SHEATING SHIM 1/2'' OR 5/8'' THK GYP BD SEALANT DOOR PER SCHEDULE 7/8" STUCCO ASSEMBLY DRIP LIP SEALANT METAL FRAME INTEXT 5 5/8" 4'' MTL STUD WD BLOCK SLIDING CHANNEL, PER PEMKO SLIDING DOOR PANEL, PER SCHEDULE 1/2'' OR 5/8'' THK GYP BD SCALE: 3" = 1'-0"4SILL DETAIL @ EXT SWING DOOR SCALE: 3" = 1'-0"7SILL DETAIL @ EXT SWING DOOR SCALE: 3" = 1'-0"8JAMB DETAIL @ EXT SWING DOOR SCALE: 3" = 1'-0"9HEAD DETAIL @ EXT SWING DOOR SCALE: 3" = 1'-0"5JAMB DETAIL @ EXT SWING DOOR SCALE: 3" = 1'-0"6HEAD DETAIL @ EXT SWING DOOR SCALE: 3" = 1'-0"10HEAD DETAIL @ INT SLIDING DOOR 08 / 1 3 / 2 4 CO N S T R U C T I O N D O C U M E N T S FO R C O N S T R U C T I O N REN. 7.31.2025 NO. C38390 J MARC RAPISARDILICENSEDARCHITECT AINROFILACFOETATS SCALE: 3" = 1'-0"12X4 WOOD STUD PARTITION 2 3 4 5 6 7 8 9 10 11 12 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G 24 2 6 A DA T E ID DE S C R I P T I O N 12 / 2 3 / 2 4 02 / 2 4 / 2 5 02 03 PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A710 EX T E R I O R DE T A I L ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM JR , LF NL 02 /2 4/2 0 2 5 905 Telser Road, Lake Zurich, IL 600471-888-960-8897TufTile.com C A S T I R ON D E T E CTABLE WAR NING T I LE 2.350 DOME SPACING 36” X 60” WET SET (REPLACEABLE) TEL 888-960-8897 FAX 847-5 50-8004 www.tuftile.com 36" x 60" WET SET (REPLACEABLE) CAST IRON DETECTABLE WARNING TILE 2.350 DOME SPACING 905 Telser Road, Lake Zurich, IL 600471-888-960-8897 TufTile.com ©️2021 TufTile, Inc. All Rights Reserved. V2.0 C A S T I R ON D E T E CTABLE WAR NING T I LE 2.350 DOME SPACING 36” X 60” WET SET (REPLACEABLE) TEL 888-960-8897 FAX 847-5 50-8004 www.tuftile.com NOTES: "XXX"DESIGNATES COLOR P/BC-2020-090 THESE DIAGRAMS ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND ARE INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. DETECTABLE WARNING SURFACE BASE DIAMETER 0.9-0.92 (22.9MM-23.4MM) TOP DIAMETER 0.45-0.47" (11.4MM-11.9MM) 2.3-2.4 (58mm-61mm) (a) ENLARGED PLAN Detectable warnings shall consist of a surface of truncated domes and shall comply with Section 11B-705. 11B-705.1.1.3 Contrast. Detectable warning surfaces shall contrast visually with adjacent walking surfaces either light-on-dark, or dark-on-light. The material used to provide contrast shall be an integral part of the surface. Contrast shall be determined by: Contrast = [(B1-B2)/B1] ￗ 100 percent where B1 = light reflectance value (LRV) of the lighter area and B2 = light reflectance value (LRV) of the darker area. Exception: Where the detectable warning surface does not adequately contrast with adjacent surfaces, a 1 inch (25 mm) wide black strip shall separate yellow detectable warning from adjacent surfaces. 11B-705.1.1.4 Resiliency. Detectable warning surfaces shall differ from adjoining surfaces in resiliency or sound-on-cane contact. Exception: Detectable warning surfaces at curb ramps, islands or cut-through medians shall not be required to comply with Section 11B- 705.1.1.4 . 11B-705.1.1.5 Color. Detectable warning surfaces shall be yellow conforming to FS 33538 of Federal Standard 595C. Exception: Detectable warning surfaces at curb ramps, islands or cut-through medians shall not be required to comply with Section 11B- 705.1.1.5. 11B-705.2 Detectable directional texture. Detectable directional texture at transit boarding platforms shall comply with Figure 11B-705.2 and shall be 0.1 inch (2.5 mm) in height that tapers off to 0.04 inch (1.0 mm), with bars raised 0.2 inch (5.1 mm) from the surface. The raised bars shall be 1.3 inches (33 mm) wide and 3 inches (76 mm) from center-to center of each bar. This surface shall differ from adjoining walking surfaces in resiliency or sound-on-cane contact. The color shall be yellow conforming to Federal Color No. 33538. This surface will be placed directly behind the yellow detectable warning texture specified in Section 11B- 705.1.2.1, aligning with all doors of the transit vehicles where passengers will embark. The width of the directional texture shall be equal to the width of the transit vehicle’s door opening. The depth of the texture shall not be less than 36 inches (914 mm). As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities. Page 4 of 4 03 SCALE: 1' = 1'-0"1TRUNCATED DOMES DETAIL 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 01 02 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L A710 ST A I R DE T A I L S 12 / 2 3 / 2 0 2 4 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r - BD G 23 / 1 2 / 2 0 2 4 2: 0 6 pm 2 A7 1 0 5 A710 5 A710 UP DO W N D1 D2 4 2 3 1 6 5 5 6 1 A711 2 A711 ±0" GROUND FLOOR +9'-7" SECOND FLOOR +17'-9" ROOF 2 2 A7 1 0 DO W N OPEN TO BELOW D1 D2 DEMO KEYNOTES D1 D2 REFURBISH EXISTING RAILINGS. REFURBISH STAIR TREADS PER CODE. APPEARS IN ELEVATIONS ELEVATIONS 1 3 2 3 1 2 A7 1 0 5 A710 5 A710 UP DO W N 2 1 3 2 3 1 2 2 A7 1 0 DO W N OPEN TO BELOW 2 CONSTRUCTION KEYNOTES 1 2 3 4 5 6 NEW HANDRAILS TO COMPLY WITH ACCESSIBLE REQUIREMENTS AT TOP OF EXISTING RAILINGS. 34" MIN. - 38" MAX, HEIGHT. 12" MIN. EXTENSION. PROVIDE HANDRAILS ON BOTH SIDES. SEE 1/A711. REFURBISH EXISTING RAILINGS. REFURBISH STAIR TREADS PER CODE. NEW RISER TO COMPLY PER CODE. REPLACE EXTERIOR WALL SCONCES WITH NEW LED SCONCES AT ALL UNIT ENTRANCES. REPLACE EXTERIOR RECESSED CAN LIGHTS WITH NEW LED FIXTURES AT STAIR LANDINGS. APPEARS IN ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS ELEVATIONS SCALE: 1/4" = 1'-0"1TYP. STAIR - DEMO GROUND FLOOR SCALE: 1/4" = 1'-0"5TYP. STAIR DEMO/PROPOSED SECTION SCALE: 1/4" = 1'-0"3TYP. STAIR - DEMO SECOND FLOOR SCALE: 1/4" = 1'-0"2TYP. STAIR - PROPOSED GROUND FLOOR SCALE: 1/4" = 1'-0"4TYP. STAIR - PROPOSED SECOND FLOOR 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G 24 2 6 A DA T E ID DE S C R I P T I O N 12 / 2 3 / 2 4 02 PR E L I M I N A R Y B AN D S SU B M I T T A L A711 ST A I R DE T A I L S ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r - BD G 23 / 1 2 / 2 0 2 4 2: 0 6 pm JR , LF NL 12 / 2 3 / 2 0 2 4 (N) 1 1/2" Ø STEEL PIPE HANDRAIL EXISTING STAIR EXTENSION SHALL RETURN TO WALL (N) 1 1/2" Ø STEEL PIPE HANDRAIL EXTENSION (E) RAILING12 " 34 " - 3 8 " 34 " - 3 8 " X X12" 12" + TREAD X EXISTING STAIR STEP NEW IN-FILL METAL EX I S T I N G 1 1/2" MAX EXISTING 1/2'' RADIUS SCALE: 1" = 1'-0"1STAIR HANDRAIL DETAIL SCALE: 1" = 1'-0"2STAIR DETAIL 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 12 / 2 3 / 2 4 02 / 2 4 / 2 5 01 02 03 PL A N N I N G SU B M I T T A L PR E L I M I N A R Y B AN D S SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 A800 FI N I S H , AP P L I A N C E S , AC C E S O R I E S , & FI X T U R E SC H E D U L E 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM FINISH SCHEDULE ITEM B-01 CT-01 CT-02 FL-01 PT-01 PT-03 ST-01 ST-02 ST-03 ST-04 MATERIAL/MANUFACTURER WALL BASE COUNTERTOP - UNIT KITCHEN COUNTERTOP - UNIT BATHROOM LUXURY VINYL TILE INTERIOR PAINT CEILING PAINT EXTERIOR PAINT AT STUCCO EXTERIOR PAINT AT STUCCO EXTERIOR PAINT AT STUCCO EXTERIOR PAINT AT STUCCO MANUFACTURER JOHNSONITE WILSONART DALTILE PPG PPG DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS DUNN EDWARDS FINISH/COLOUR 01 SNOW WHITE AVALANCHE MELANGE ELIXEN -SONOMA DELICATE WHITE DELICATE WHITE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING REMARKS 4" TALL 9175ML SINK INTEGRATED INTO COUNTERTOP EX30 EGGSHELL FINISH EGGSHELL FINISH APPLIANCE SCHEDULE ID 101 102 103 104 106 DESCRIPTION 30" KITCHEN RANGE 30" KITCHEN HOOD - STD UNITS KITCHEN FRIDGE GARBAGE DISPOSAL 30" KITCHEN HOOD - ADA UNITS MANUFACTURER GE APPLIANCES BROAN GE APPLIANCES MOEN BROAN MODEL JBS460DMWW F40000 GTE17DTNRWW GXP50c F40000 REMARKS WHITE DUCTED, WHITE WHITE WHITE DUCTED, WHITE PLUMBING FIXTURE SCHEDULE ID 311 312 313 314 315 316 317 DESCRIPTION BATHROOM SINK BATHROOM FAUCET BATHROOM TOILET BATHTUB SHOWER KIT KITCHEN SINK KITCHEN FAUCET MANUFACTURER NAMEEK'S DELTA KOHLER BESTBATH SYSTEMS, INC. DAYTON MOEN MODEL CeraStyle 031300-U 559LF-LPU K-3989 KACXSYM2006 GE12521 87557 REMARKS DROP IN, WHITE W/ NEW ANGLE STOPS, CHROME FINISH W/NEW ANGLE STOPS, WHITE CHROME FINISH DROP IN W/ NEW ANGLE STOPS, CHROME FINISH ACCESSORIES SCHEDULE ID 211 212 213 214 215 216 217 218 DESCRIPTION TP HOLDER MEDICINE CABINET SHOWER CURTAIN ROD SHOWER CURTAIN GRAB BARS MIRROR ADA TUB SEAT TOWEL BAR MANUFACTURER MOEN MASON BOBRICK BOBRICK BOBRICK MOEN MASON MODEL #MY3708CH B-398 B-207 B-5806 #MY3724CH REMARKS VANITY MIRROR W/ CHROME FRAMES FOLDABLE 24" L LIGHTING SCHEDULE SYMBOL L C L L-0X SD/CO C LOCATION CARPORT EXTERIOR STAIRWELLS STAIRWELLS UNITS UNITS UNITS UNITS UNITS UNITS DESCRIPTION LINEAR LED LIGHT - GARAGE WALL PACK, LED RECESSED CAN, LED WALL SCONCE, LED 6" LED RECESSED CAN LIGHT CEILING FAN WITH LED LIGHTING HARD-WIRED HEATER/EXHAUST FAN - WALL MOUNTED HARD-WIRED HEATER/EXHAUST FAN/ LIGHT - CEILING MOUNTED INTERCONNECTED CARBON DIOXIDE/ SMOKE DETECTOR COMBO LINEAR LED LIGHT - KITCHEN MANUFACTURER NORA LIGHTING --- --- --- --- FIXTURE TYPE NYUD-3L1345B --- --- --- --- SHEET REF. A101 A100 A200-A211 A200-A211 A502- A508 A502- A508 A502- A508 A502- A508 A502- A508 A502- A508 SCALE: 1' = 1'-0"1FINISH SCHEDULE SCALE: 1' = 1'-0"2APPLIANCE SCHEDULE SCALE: 1' = 1'-0"3PLUMBING FIXTURE SCHEDULE SCALE: 1' = 1'-0"4ACCESSORIES SCHEDULE SCALE: 1' = 1'-0"5LIGHTING SCHEDULE KIDDE HARDWIRED 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 02 / 2 4 / 2 5 01 03 PL A N N I N G SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 S1 GE N E R A L NO T E S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM “” “” “” “” “” “” “” ’ ’ - “” “” “” Highland Manor 1128 Highland Street Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E #2 4 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G 02 / 2 0 / 2 0 2 5 JL 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L RE I S S B R O W N E K M E K J I I N C O R P O R A T E D C I V I L A N D S T R U C T U R A L E N G I N E E R S 18 9 8 0 V E N T U R A B O U L E V A R D S U I T E 3 5 0 TA R Z A N A , C A L I F O R N I A , 9 1 3 5 6 TE L : ( 8 1 8 ) 7 5 7 - 1 5 0 1 , F A X : ( 8 1 8 ) 7 5 7 - 1 5 0 9 E- M A I L : I n f o 1 @ r b e e . n e t 12 / 1 2 / 2 4 12 / 2 3 / 2 4 01 02 PL A N N I N G S U B M I T T A L PR E L I M I N A R Y B A N D S S U B M I T T A L DA T E ID DE S C R I P T I O N S1 GE N E R A L N O T E S J: \ 2 0 2 4 \ 2 4 1 5 8 H i g h l a n d M a n o r \ C A D \ S t r u c t u r a l \ T r a s h E n c l o s u r e & F e n c e G a t e \ 2 4 1 5 8 s 1 - G e n e r a l N o t e s . d w g , 2 / 2 0 / 2 0 2 5 1 1 : 1 7 : 2 4 A M 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 12 / 1 2 / 2 4 02 / 2 4 / 2 5 01 03 PL A N N I N G SU B M I T T A L B AN D S CO R R E C T I O N S SU B M I T T A L #1 S2 PL A N S & DE T A I L S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 3/ 3 / 2 0 2 5 10 : 3 1 AM 03 03 03 03 03 / 0 3 / 2 0 2 5 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 A050 GR E E N BU I L D I N G NO T E S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations: 1. For 20-ampere receptacles, NEMA 6-20R 2. For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles, NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1.The minimum length of each EVCS space shall be 18 feet (5486 mm). 2.The minimum width of each EVCS space shall be 9 feet (2743 mm). 3.One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. b. The EVCS space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi-family buildings. Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.” Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 X X X X X X X X X X X X X X X X X X X X X X X 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E 24 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 A051 GR E E N BU I L D I N G NO T E S JR , LF NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 4 PM 02 / 2 4 / 2 0 2 5 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) X X X X X X X X X X X X X X X X X X X X X 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 E100 GE N E R A L NO T E S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM Xref .\TITLE BLOCK.dwg Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 E100 GE N E R A L NO T E S J 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N E103 SI T E PO W E R PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP DO W N UP DO W N UP DO W N UP DO W N W HIGHLAND STREET W BROOK STREET PE D E S T R I A N E N T R A C E VE H I C L E E N T R A C E VE H I C L E E N T R A C E 20' REQUIRED SETBACK 20' REQUIRED SETBACK SE T B A C K SE T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E UN I T E TY P E 2 UN I T D TY P E 2 UN I T C TY P E 2 UN I T B TY P E 2 UN I T A TY P E 1 UN I T F TY P E 1 PE D E S T R I A N E N T R A C E 1128 HIGHLAND ST, SANTA ANA, CA 92703 APN: 010-182-51 12 TOTAL UNITS BUILDING FOOTPRINT: 7,601 SF ADJACENT PROPERTY OUT OF SCOPE NOT IN SCOPE LAUNDRY PROPOSED COMMUNITY BUILDING 749 SF 1 1 2 1 SPECIFIC NOTES: Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 E103 SI T E PO W E R PL A N SCALE: 1/16" = 1'-0" SITE POWER PLAN 2 SCALE: 1/4" = 1'-0" ENLARGED POWER PLAN 1 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 E104 SI T E LI G H T I N G PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP DO W N UP DO W N UP DO W N UP DO W N W HIGHLAND STREET W BROOK STREET PE D E S T R I A N E N T R A C E VE H I C L E E N T R A C E VE H I C L E E N T R A C E 20' REQUIRED SETBACK 20' REQUIRED SETBACK SE T B A C K SE T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E UN I T E TY P E 2 UN I T D TY P E 2 UN I T C TY P E 2 UN I T B TY P E 2 UN I T A TY P E 1 UN I T F TY P E 1 PE D E S T R I A N E N T R A C E 1128 HIGHLAND ST, SANTA ANA, CA 92703 APN: 010-182-51 12 TOTAL UNITS BUILDING FOOTPRINT: 7,601 SF ADJACENT PROPERTY OUT OF SCOPE NOT IN SCOPE LAUNDRY PROPOSED COMMUNITY BUILDING 749 SF 1 1 2 1 L1 L1 L1 SPECIFIC NOTES: Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 E104 SI T E LI G H T I N G PL A N SCALE: 1/16" = 1'-0" SITE LIGHTING PLAN 1 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 E200 GR O U N D FL O O R EL E C T R I C A L PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP DO W N UP DO W N UP DO W N UP DO W N UN I T E TY P E 2 UN I T D TY P E 2 UN I T C TY P E 2 UN I T B TY P E 2 UN I T A TY P E 1 UNIT F TYPE 1 UN I T F TY P E 1 F O DW F O DW F F RG RG F O DW F O DW DW DW GENERAL NOTES:SPECIFIC NOTES: Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 E200 GR O U N D FL O O R EL E C T R I C A L PL A N SCALE: 1/8" = 1'-0" GROUND FLOOR PLAN 1 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 E210 SE C O N D FL O O R EL E C T R I C A L PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP UP UP UP UNIT L TYPE 1 UNIT K TYPE 2 UNIT J TYPE 2 UNIT I TYPE 2 UNIT H TYPE 2 UNIT G TYPE 1 F O DW F O DW F O DW F O DW F O DW F O DW GENERAL NOTES:SPECIFIC NOTES: Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 E210 SE C O N D FL O O R EL E C T R I C A L PL A N SCALE: 1/8" = 1'-0" SECOND FLOOR PLAN 1 1128 W Highland St 3/27/2025 Xref .\TITLE BLOCK.dwg Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 25 / 0 2 / 2 4 4 B A N D S C O R R E C T I O N S S U B M I T T A L # 2 M100 GE N E R A L NO T E S ” ” ” MECHANICAL SYMBOLS STANDARD MOUNTING HEIGHTS ANNOTATION ABBREVIATIONS HVAC DUCTWORK AND ACCESSORIES HVAC CONTROL DEVICES THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: •2022 CALIFORNIA BUILDING CODE (CBC) •2022 CALIFORNIA MECHANICAL CODE (CMC) •2022 CALIFORNIA ELECTRICAL CODE (CEC) •2022 CALIFORNIA PLUMBING CODE (CPC) •2022 CALIFORNIA ELECTRICAL CODE (CEC) •2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (BEES) •2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) ALL DWELLING UNITS SHALL MEET THE REQUIREMENTS OF ANSI/ASHRAE STANDARD 62.2, VENTILATION AND ACCEPTABLE INDOOR AIR QUALITY IN LOW RISE RESIDENTIAL BUILDINGS. WINDOW OPERATION IS NOT A PERMISSIBLE METHOD OF PROVIDING THE WHOLE BUILDING VENTILATION REQUIRED IN SECTION 4 OF THAT STANDARD. 2022 CEC SEC. 150 (O). ALL DWELLING UNITS SHALL COMPLY WITH SECTION 150.0(O)2. 25 / 0 3 / 0 7 1128 W Highland St 3/27/2025 UP DO W N UP DO W N UP DO W N UP DO W N SE T B A C K SE T B A C K PR O P E R T Y L I N E PR O P E R T Y L I N E UN I T E TY P E 2 UN I T D TY P E 2 UN I T C TY P E 2 UN I T B TY P E 2 UN I T A TY P E 1 UNIT F TYPE 1 UN I T F TY P E 1 F O DW F O DW F F RG RG F O DW F O DW DW DW MECHANICAL SPECIFIC NOTES: NOT IN SCOPE Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 25 / 0 2 / 2 4 4 B A N D S C O R R E C T I O N S S U B M I T T A L # 2 M200 GR O U N D FL O O R HV A C PL A N SCALE: 1/8" = 1'-0" GROUND FLOOR HVAC PLAN 1 25 / 0 3 / 0 7 1128 W Highland St 3/27/2025 UP UP UP UP UNIT L TYPE 1 UNIT K TYPE 2 UNIT J TYPE 2 UNIT I TYPE 2 UNIT H TYPE 2 UNIT G TYPE 1 1/4 " / 1 / 2 " 1/4 " / 1 / 2 " 1/ 4 " / 1 / 2 " 1/ 4 " / 1 / 2 " PROPOSED ROOF DRAINS/DOWNSPOUTS PER PLUMB DWGS PROPOSED ROOF DRAINS/DOWNSPOUTS PER PLUMB DWGS F O DW F O DW F O DW F O DW F O DW F O DW NOT IN SCOPE MECHANICAL SPECIFIC NOTES: Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 25 / 0 2 / 2 4 4 B A N D S C O R R E C T I O N S S U B M I T T A L # 2 M210 SE C O N D FL O O R H V A C PL A N SCALE: 1/8" = 1'-0" SECOND FLOOR HVAC PLAN 1 25 / 0 3 / 0 7 1128 W Highland St 3/27/2025 Xref .\TITLE BLOCK.dwg Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 0 2 5 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 25 / 0 2 / 2 4 4 B A N D S C O R R E C T I O N S S U B M I T T A L # 2 M300 TI T L E 2 4 2025/07/03 2025/07/032025/07/032025/07/03 2025/07/03 2025/07/03 2025/07/032025/07/03 2025/07/03 2025/07/03 2025/07/03 25 / 0 3 / 0 7 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 P100 GE N E R A L NO T E S 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM GENERAL NOTESPLUMBING LEGEND SERVICE - WATER HEATING NOTES NOTES ACOUSTICAL NOTES Xref .\TITLE BLOCK.dwg Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 05 / 1 2 / 2 0 2 4 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 P100 GE N E R A L NO T E S DIGITALLY SIGNED 02/24/25 DR A W I N G L O G DA T E ID DE S C R I P T I O N 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 P104 SI T E PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP DO W N UP DO W N UP DO W N UP DO W N TRACE NTRACE ENTRACE 20' REQUIRED SETBACK 20' REQUIRED SETBACK SE T B A C K SE T B A C K PROPERTY LINE PROPERTY LINE PR O P E R T Y L I N E PR O P E R T Y L I N E UN I T E TY P E 2 UN I T D TY P E 2 UN I T C TY P E 2 UN I T B TY P E 2 UN I T A TY P E 1 UN I T F TY P E 1 ENTRACE 1128 HIGHLAND ST, SANTA ANA, CA 92703 APN: 010-182-51 12 TOTAL UNITS BUILDING FOOTPRINT: 7,601 SF ADJACENT PROPERTY OUT OF SCOPE NOT IN SCOPE LAUNDRY PROPOSED COMMUNITY BUILDING 749 SF 1 1 2 1 GENERAL NOTES · · · · · · · · · · · SHEET NOTES 1 P210 1 P200 Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 05 / 1 2 / 2 0 2 4 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 P104 SI T E P L A N SCALE: 1/8" = 1'-0" SITE PLAN 1 DIGITALLY SIGNED 02/24/25 DR A W I N G L O G DA T E ID DE S C R I P T I O N 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 P200 GR O U N D FL O O R PL U M B I N G PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP DO W N UP DO W N UP DO W N UP DO W N SE T B A C K SE T B A C K PR O P E R T Y L I N E PR O P E R T Y L I N E UN I T E TY P E 2 UN I T D TY P E 2 UN I T C TY P E 2 UN I T B TY P E 2 UN I T A TY P E 1 UNIT F TYPE 1 UN I T F TY P E 1 F O DW F O DW F F RG RG F O DW F O DW DW DW GENERAL NOTES · · · · · · · · · · · SHEET NOTES PLUMBING DEMOLITION NOTES CONSTRUCTION NOTES Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 05 / 1 2 / 2 0 2 4 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 P200 GR O U N D FL O O R PL U M B I N G PL A N SCALE: 1/8" = 1'-0" GROUND FLOOR PLUMBING PLAN 1 DIGITALLY SIGNED 02/24/25 DR A W I N G L O G DA T E ID DE S C R I P T I O N 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 1128 W Highland St 3/27/2025 Highland Manor 1128 Highland St Santa Ana, CA, 92703 SHEET NUMBER SH E E T TI T L E #2 4 2 6 A DAT E JO B NO. DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G LO G DA T E ID DE S C R I P T I O N 02 / 2 4 / 2 5 03 B AN D S CO R R E C T I O N S SU B M I T T A L #1 P210 SE C O N D FL O O R PO W E R PL A N 02 / 2 4 / 2 0 2 5 BD G ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. BI M c l o u d : re l a t i v i t y - BI M c l o u d So f t w a r e as a Se r v i c e / 2 4 2 6 A Hi g h l a n d Ma n o r / 2 4 2 6 A Hi g h l a n d Ma n o r 2/ 2 5 / 2 0 2 5 5: 2 6 PM UP UP UP UP UNIT L TYPE 1 UNIT K TYPE 2 UNIT J TYPE 2 UNIT I TYPE 2 UNIT H TYPE 2 UNIT G TYPE 1 1/4 " / 1 / 2 " 1/4 " / 1 / 2 " 1/ 4 " / 1 / 2 " 1/ 4 " / 1 / 2 " PROPOSED ROOF DRAINS/DOWNSPOUTS PER PLUMB DWGS PROPOSED ROOF DRAINS/DOWNSPOUTS PER PLUMB DWGS F O DW F O DW F O DW F O DW F O DW F O DW GENERAL NOTES · · · · · · · · · · · SHEET NOTES PLUMBING DEMOLITION NOTES CONSTRUCTION NOTES Highland Manor 1128-1130 Highland St. Santa Ana, CA, 92703 SHEET NUMBER SH E E T T I T L E 24 2 6 A DA T E JO B N O . DR A W N PROJECT NAME PROJECT ADDRESS DR A W I N G L O G DA T E ID DE S C R I P T I O N 05 / 1 2 / 2 0 2 4 JR , L F NL ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND PROPERTY OF BELL DESIGN GROUP AND WERE CREATED, EVOLVED AND DEVELOPED FOR USE ON AND IN CONNECTION WITH THE SPECIFIED PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS, OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF BELL DESIGN GROUP. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB, AND THIS OFFICE MUST BE NOTIFIED OF ANY VARIATIONS FROM DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 C E G ww w . C - E - G . C O M WE B S I T E : FA X : ( 8 1 8 ) 9 9 9 - 0 2 1 5 PH O N E : ( 8 1 8 ) 9 9 9 - 0 4 1 5 71 2 3 R E M M E T A V E . , C A N O G A P A R K , C A . 9 1 3 0 3 P210 SE C O N D FL O O R PL U M B I N G PL A N SCALE: 1/8" = 1'-0" SECOND FLOOR PLUMBING PLAN 1 DIGITALLY SIGNED 02/24/25 DR A W I N G L O G DA T E ID DE S C R I P T I O N 24 / 1 1 / 1 3 P R E L I M I N A R Y P L A N N I N G S U B M I T T A L 24 / 1 2 / 0 5 1 P L A N N I N G C O R R E C T I O N S U B M I T A L 0 1 25 / 0 2 / 2 4 3 B A N D S C O R R E C T I O N S S U B M I T T A L # 1 1128 W Highland St 3/27/2025 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 1128 W Highland St 3/27/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS: No further action required on this specific plan type, based on information provided on: ____/______/______. Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 1128 W Highland St 3/27/2025 REISS • BROWN • EKM EKJI I N C O R P O R A T E D C I V I L A N D S T R U C T U R A L E N G I N E E R S 1 8 9 8 0 V E N T U R A B O U L E V A R D , S U I T E 3 5 0 T A R Z A N A , C A L I F O R N I A 9 1 3 5 6 - 3 2 3 0 P 8 1 8/ 75 7 - 15 0 1 • F 8 18/ 7 57 - 1 5 0 9 s as t ou ri an@ rb e e. ne t STRUCTURAL CALCULATIONS PROJECT HIGHLAND MANOR – TRASH ENCLOSURE & FENCE GATE 1128 HIGHLAND ST., SANTA ANA, CA 92703 (RBE 24158) PREPARED FOR BELL DESIGN GROUP 421 Colyton St., 2nd Floor Los Angeles, CA 90013 PREPARED BY REISS BROWN EKMEKJI ENGINEERS 18980 VENTURA BLVD., SUITE 350 TARZANA, CA 91356 DATE: 12/19/2024 Page 1 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 1.00 5.67 0.00 12.00 1,500.0 1.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =30.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =6.67 ft Eccentricity =0.00 in...Height to Bottom =1.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Seismic (E)= Page 2 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =1.68 Global Stability =66.63 OK Sliding =6.73 OK Total Bearing Load =1,099 lbs ...resultant ecc.=10.73 in Eccentricity outside middle third Soil Pressure @ Toe =2,056 psf NG Soil Pressure @ Heel =0 psf OK Allowable =1,500 psf Soil Pressure Exceeds Allowable! ACI Factored @ Toe =2,879 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =0.0 psi OK Footing Shear @ Heel =3.1 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =121.0 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 439.6 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00 Rebar Size =#5 Rebar Spacing =16.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.355 Total Force @ Section =119.5lbs Moment....Actual =456.2ft-# Moment.....Allowable =1,281.7 =1.3psi Shear.....Allowable =45.3psi Wall Weight =78.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =1,500psiFs=psi 20,000 Solid Grouting =Yes Modular Ratio 'n'=25.78 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD SD SD Vertical component of active lateral soil pressure IS considered in the calculation of soil bearing pressures. Anet (Masonry)=91.50in2 Page 3 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: 0.00 2.50 12.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =3,000 psi Toe Width =ft Heel Width = Key Distance from Toe Key Depth Key Width =in =in = 0.00 0.00 0.00 ft Footing Thickness =in 2.50= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:Flush toe condition. No reinforcing required. #4@ 9.25 in, #5@ 14.35 in, #6@ 20.37 in, #7@ 27.77 in, #8@ 36.57 in, #9@ 46.29 in, #10@ 58.79 in =None Spec'd = = = = = 2,879 0 0 0 0.00 0.00 Heel: 0 29 626 597 3.15 82.16 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing =# 5 @ 14.35 in Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.65 0.26 #4@ 9.26 in #5@ 14.35 in #6@ 20.37 in in2 in2 /ft If two layers of horizontal bars: #4@ 18.52 in #5@ 28.70 in #6@ 40.74 in supplemental design for footing torsion. phiMn 11,003= OKOK Flush toe condition. No reinforcing required. OK - Flush Page 4 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = = = = = = Stem Weight(s) = 520.3 0.33 173.4 Earth @ Stem Transitions =Footing Weight = 375.0 1.25 468.8 Key Weight = Added Lateral Load lbs =576.4 Vert. Component 2.0 2.50 5.1 Total = 1,098.9 119.0 4.83 575.1 966.5 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =121.0 O.T.M. = Resisting/Overturning Ratio =1.68 Vertical Loads used for Soil Pressure =1,098.9 lbs Vertical component of active lateral soil pressure IS considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 201.7 1.58 1.58 319.3 319.3 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 2.0 0.67 1.3 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.152 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 5 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 7119.49 psi Lap Splice length for #5 bar specified in this stem design segment (25.4.2.3a) =25.00 in Development length for #5 bar specified in this stem design segment =12.00 in Hooked embedment length into footing for #5 bar specified in this stem design segment =6.39 in As Provided =0.2325 in2/ft As Required =0.0803 in2/ft Page 6 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Page 7 of 10 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Trash Enclosure Wall ecc Ftg Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Page 8 of 10 1128 W Highland St 3/27/2025 Steel Beam LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Door Post Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : ksi Bending Axis :Major Axis Bending Beam is Fully Braced against lateral-torsional buckling Allowable Strength Design Fy : Steel Yield :50.0 ksi Beam Bracing :E: Modulus :29,000.0 .Service loads entered. Load Factors will be applied for calculations.Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load : L = 0.20 k @ 7.0 ft .Design OKDESIGN SUMMARY Maximum Bending Stress Ratio =0.593 : 1 Load Combination L Only Span # where maximum occurs Span # 1 0.20 k Mn / Omega : Allowable 2.363 k-ft Vn/Omega : Allowable HSS2-1/2x2-1/2x1/8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1 Load Combination L Only 8.969 k Section used for this span HSS2-1/2x2-1/2x1/8 Ma : Applied Maximum Shear Stress Ratio =0.022 : 1 0.000 ft 1.400 k-ft Va : Applied 0 <120.0 123 Ratio =0 <120.0 Maximum Deflection Max Downward Transient Deflection 0 in 0Ratio =<120.0 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.362 in Ratio =>=120. Max Upward Total Deflection 0 in n/a n/a Span: 1 : L Only n/a .Maximum Forces & Stresses for Load Combinations Span # Summary of Moment ValuesLoad Combination Summary of Shear ValuesMax Stress Ratios M V Mmax -Mmax +Rm VnxMa Max Mnx/Omega Cb Va MaxMnx Vnx/OmegaSegment Length Dsgn. L = 7.00 ft 1 0.000 3.95 2.36 1.00 1.00 -0.00 14.98 8.97 L Only Dsgn. L = 7.00 ft 1 0.593 0.022 -1.40 1.40 3.95 2.36 1.00 1.00 0.20 14.98 8.97 +0.750L Dsgn. L = 7.00 ft 1 0.444 0.017 -1.05 1.05 3.95 2.36 1.00 1.00 0.15 14.98 8.97 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections L Only 1 1.3623 7.000 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.200 Max Upward from Load Combinations 0.150 Max Upward from Load Cases 0.200 L Only 0.200 +0.750L 0.150 Page 9 of 10 1128 W Highland St 3/27/2025 Pole Footing Embedded in Soil LIC# : KW-06016298, Build:20.23.08.30 STEVE EKMEKJI (c) ENERCALC INC 1983-2023 DESCRIPTION:Fence Door Post Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018 1807.3, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Circular 12.0 200.0 1,500.0 Lateral Restraint at Ground Surface Pole Footing Shape Pole Footing Diameter . . . . . . . . . . .in Allow Passive . . . . . . . . . . . . . . . . . . . . . .pcf Max Passive . . . . . . . . . . . . . . . . . . . . . .psf Calculate Min. Depth for Allowable Pressures +0.60WGoverning Load Combination : Lateral Load 0.120 Moment 0.840 k-ft Minimum Required Depth 2.625 ft k Restraint @ Ground Surface Pressure at Depth Actual 518.10 psf Allowable 525.0 psf Surface Retraint Force 800.0 lbs Controlling Values ft^2Footing Base Area 0.7854 Maximum Soil Pressure 0.0 ksf k k0.0 0.0 k0.0 0.0 0.0 0.0 0.0 k0.0 0.0 0.0 0.0 0.0 k0.0 0.0 Applied Loads k 0.0 Lateral Concentrated Load (k) D : Dead Load L : Live Lr : Roof Live S : Snow W : Wind E : Earthquake H : Lateral Earth Load distance above 0.0 0.0 0.0 0.0 0.20 0.0 0.0 7.0 k k k k k k k ft Lateral Distributed Loads (klf) TOP of Load above ground surface BOTTOM of Load above ground surface 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 k/ft k/ft k/ft k/ft k/ft k/ft k/ft ft0.0 0.0 Applied Moment (kft) 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft ground surface ft0.0 0.0 Vertical Load (k) k0.0 0.0 0.0 0.0 Load Combination Results Factor Soil IncreaseForces @ Ground Surface Load Combination Required Loads - (k)Moments - (ft-k)Depth - (ft) Pressure at Depth Allow - (psf)Actual - (psf) 0.00.000 0.000 0.13 1.00025.0 518.10.120 0.840+0.60W 2.63 1.000525.0 474.70.090 0.630+0.450W 2.38 1.000475.0 Page 10 of 10 1128 W Highland St 3/27/2025 REISS • BROWN • EKM EKJI I N C O R P O R A T E D C I V I L A N D S T R U C T U R A L E N G I N E E R S 1 8 9 8 0 V E N T U R A B O U L E V A R D , S U I T E 3 5 0 T A R Z A N A , C A L I F O R N I A 9 1 3 5 6 - 3 2 3 0 P 8 1 8/ 75 7 - 15 0 1 • F 8 18/ 7 57 - 1 5 0 9 s as t ou ri an@ rb e e. ne t STRUCTURAL CALCULATIONS PROJECT HIGHLAND MANOR – TRASH ENCLOSURE & FENCE GATE (SUPPLEMENTAL CALC FOR ROOF OVER ENCLOSURE) 1128 HIGHLAND ST., SANTA ANA, CA 92703 (RBE 24158R1) PREPARED FOR BELL DESIGN GROUP 421 Colyton St., 2nd Floor Los Angeles, CA 90013 PREPARED BY REISS BROWN EKMEKJI ENGINEERS 18980 VENTURA BLVD., SUITE 350 TARZANA, CA 91356 DATE: 2/20/2025 1128 W Highland St 3/27/2025 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) wall dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018, ACI 318-14, TMS 402-16 1.00 6.00 0.00 12.00 1,500.0 1.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =72.5 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =6.66 ft Eccentricity =0.00 in...Height to Bottom =1.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Seismic (E)= 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) wall dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =1.19 Global Stability =82.99 Ratio < 1.5! Sliding =3.12 OK Total Bearing Load =1,320 lbs ...resultant ecc.=17.07 in Eccentricity outside middle third Soil Pressure @ Toe =4,353 psf NG Soil Pressure @ Heel =0 psf OK Allowable =1,500 psf Soil Pressure Exceeds Allowable! ACI Factored @ Toe =6,086 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =11.0 psi OK Footing Shear @ Heel =6.4 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =289.2 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 527.9 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00 Rebar Size =#5 Rebar Spacing =16.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.858 Total Force @ Section =287.7lbs Moment....Actual =1,100.3ft-# Moment.....Allowable =1,281.7 =3.1psi Shear.....Allowable =45.4psi Wall Weight =78.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =1,500psiFs=psi 20,000 Solid Grouting =Yes Modular Ratio 'n'=25.78 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD SD SD Vertical component of active lateral soil pressure IS considered in the calculation of soil bearing pressures. Anet (Masonry)=91.50in2 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2018, ACI 318-14, TMS 402-16 1.00 6.00 0.00 12.00 1,500.0 1.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load =42.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Strength Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =7.00 ft Eccentricity =0.00 in...Height to Bottom =1.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Strength Level) Seismic (E)= 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =1.87 Global Stability =82.99 OK Sliding =5.06 OK Total Bearing Load =1,320 lbs ...resultant ecc.=12.48 in Eccentricity outside middle third Soil Pressure @ Toe =1,504 psf NG Soil Pressure @ Heel =0 psf OK Allowable =1,500 psf Soil Pressure Exceeds Allowable! ACI Factored @ Toe =2,102 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =3.9 psi OK Footing Shear @ Heel =2.7 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =178.4 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 527.9 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht"=Masonry Thickness =8.00 Rebar Size =#5 Rebar Spacing =16.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.550 Total Force @ Section =176.9lbs Moment....Actual =705.8ft-# Moment.....Allowable =1,281.7 =1.9psi Shear.....Allowable =45.4psi Wall Weight =78.0psf Rebar Depth 'd'=3.81in Masonry Data f'm =1,500psiFs=psi 20,000 Solid Grouting =Yes Modular Ratio 'n'=25.78 Equiv. Solid Thick.=7.63in Concrete Data f'c =psi Fy = Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =lbsStrength Level Service Level Strength Level =ft-# Service Level Strength Level =psi Design Method =ASD SD SD Vertical component of active lateral soil pressure IS considered in the calculation of soil bearing pressures. Anet (Masonry)=91.50in2 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: 0.25 3.00 12.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, ij Tn 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =3,000 psi Toe Width =ft Heel Width = Footing Thickness =in 3.25= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:#4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in #4@ 9.25 in, #5@ 14.35 in, #6@ 18 in, #7@ 18 in, #8@ 18 in, #9@ 18 in, #10@ 18 in =None Spec'd = = = = = 2,102 63 23 40 3.91 82.16 Heel: 0 118 978 861 2.72 82.16 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing =# 5 @ 14.35 in Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing =# 5 @ 16.00 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.84 0.26 #4@ 9.26 in #5@ 14.35 in #6@ 20.37 in in2 in2 /ft If two layers of horizontal bars: #4@ 18.52 in #5@ 28.70 in #6@ 40.74 in supplemental design for footing torsion. ij Mn 11,0038,851=ft-# 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = = = 27.5 0.13 3.4= = = Stem Weight(s) = 546.0 0.58 318.5 Earth @ Stem Transitions =Footing Weight = 487.5 1.63 792.2 Key Weight = Added Lateral Load lbs =883.3 Vert. Component 2.0 3.25 6.6 Total = 1,319.7 176.4 5.00 882.0 1,655.4 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Total =R.M. =178.4 O.T.M. = Resisting/Overturning Ratio =1.87 Vertical Loads used for Soil Pressure =1,319.7 lbs Vertical component of active lateral soil pressure IS considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 256.7 2.08 2.08 534.7 534.7 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 2.0 0.67 1.3 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.090 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: 1128 W Highland St 3/27/2025 Cantilevered Retaining Wall LIC# : KW-06016298, Build:20.24.12.17 STEVE EKMEKJI (c) ENERCALC, LLC 1982-2025 DESCRIPTION:Trash Enclosure Wall ecc Ftg (W Roof) ftg dsgn only Project File: Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: 1128 W Highland St 3/27/2025