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HomeMy WebLinkAbout673 E Young St - PlanLEGEND EXISTING CONTOUR PROPOSED CONTOUR SPOT ELEVATION PROPOSED PAVEMENT OVERLAY EXISTING SIDEWALK EXISTING AC PARKING EXISTING LANDSCAPE EXIST WALL FLOW LINE PROPERTY LINE SURFACE SLOPE STORM DRAIN SLOPE DF DEEPENED FOOTING PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE TW TOP OF WALL TF TOP OF FOOTING HP HIGH POINT TC TOP OF CURB 100 100 100FS X.X% S=X.X ℄ MO O N E Y D R I V E EXISTING BUILDING (FF = 100.00) (99.92) ES 1% 1% 1% 1% 1%1% (99.92) ES (99.92) ES (99.92) ES (99.95) ES (99.95) ES (99.95) ES (99.67) ES (EXIST) (99.92) ES 100.20 FS, HP 100.20 FS, HP 100.20 FS, HP 1% (99.50) ES 100.00 FS (99.37) FL (EXIST) (98.20) FL (98.33) FS (E X I S T ) (98.91) FS (EXIST) (98.78) FL (E X I S T ) (E X I S T ) (98.93) ES (E X I S T ) 1% (EXIST) (E X I S T ) (E X I S T ) EXISTING PLANTER EXISTING CONCRETE V-GUTTER 1 EXISTING ASPHALT PAVEMENT (E X I S T ) (2%) 100.00 FS (99.92) ES 100.00 FS (99.95) ES EXISTING SLAB (FF = 100.00) (99.92) ES EXISTING PLANTER EXISTING INLET TO PROTECT IN PLACE (99.06) FL EXISTING PROPERTY LINE WALL 100.00 FS (99.92) ES 100.00 FS (99.95) ES 100.00 FS (99.95) ES (E X I S T ) 20 ' 20 ' 40 ' (E X I S T ) (E X I S T ) (E X I S T ) (E X I S T ) EXISTING CONCRETE WALKWAY (EXIST)(EXIST) EXISTING PLANTER EXISTING CONCRETE WALKWAY 1 CONSTRUCTION NOTE 1 OVERLAY PAVEMENT ON TOP OF EXISTING SLAB TO GENERATE MINIMAL SLOP AT 1% FROM CENTER OF THE EXISTING SLAB. 100 105 110 95 90 100 105 110 95 90 ⅊ EXIST WALL ⅊ 1%1%(2%)(1%)(EXIST)(EXIST) HP (EXIST) EXIST CONCRETE WALKWAY 2. 5 " P A V E M E N T OV E R L A Y EXIST FENCE EXIST PLANTER DR A I N A G E P L A N DRAINAGE PLAN SCALE 1"=20' RE F E R E N C E S PU B L I C W O R K S A G E N C Y 1 RE V I S I O N S SH E E T O F 67 3 , 6 7 7 , 6 7 9 , 6 8 1 , 6 8 3 , 6 8 5 & 6 8 7 Y O U N G S T R E E T , WA I L I N M A U N G C H E N C- 8 3 4 8 7 PN . X X X X X RE C O M M E N D E D : RE C O M M E N D E D F O R C O N S T R U C T I O N : DE S I G N E D : W. C . DR A W N : CH E C K E D : RC E N O . : RC E N O . : DE P U T Y C I T Y E N G I N E E R PR E P A R E D U N D E R T H E S U P E R V I S I O N O F : MM / Y Y Y Y MM / Y Y Y Y MM / Y Y Y Y MM / Y Y Y Y MM / Y Y Y Y DA T E PR O J E C T B E N C H M A R K : CO N S T R U C T I O N C O M P L E T E D : BE N C H M A R K D E S C R I P T I O N BE N C H M A R K N O . : EL E V . : IN S T A L L E D AP P R O V E D DE S C R I P T I O N IN I T I A L S DA T E NU M B E R 7/ 1 4 / 2 0 2 5 7/ 1 4 / 2 0 2 5 PL O T D A T E : S A N T A A N A , C A L I F O R N I A 9 2 7 0 5 SCALE 1"=20' 4020010203040 SECTION A-A SCALE 1"=10' 1 CITY OF SANTA ANA Ln U 0 W 0 z Q w z w 0 N 0 0 0 N z Q J _ z 0 z 0 0 J m i w w CD z D 0 0 N N 0 N i 0 Q 00 Lv 0 J n 5GOP I NG R EOU I REMENT5 DIVISION 2 15-201 APPLICATION IIB-201.1 SLOPE. ALL AREAS OF NEWLY DESIGNED AND NEWLY GONSTRUGTED BUILDINGS AND FAG I L I TI ES AND ALTERED PORTIONS OF EXISTING BUILDINGS AND FACILITIES SHALL COMPLY WITH THESE REQUIREMENTS. IIB-202 EXISTING BUILDINGS AND FACILITIES IIB-202.1 GENERAL. ADDITIONS AND ALTERATIONS TO EXISTING BUILDINGS OR FAGILITIE5 SHALL COMPLY WITH SECTION IIB-202. IIB-202.2 ADDITIONS. EACH ADDITION TO AN EXISTING BUILDING OR FACILITY SHALL COMPLY WITH THE REQUIREMENTS FOR NEW GON5TRUGTION AND SHALL GOMPLY WITH 5EGTION II5-202.4. IIB-202.3 ALTERATIONS. WHERE EXISTING ELEMENTS OR 5PAGE5 ARE ALTERED, EACH ALTERED ELEMENT OR 5PAGE SHALL GOMPLY WITH THE APPLIGABLE REQUIREMENTS OF DIVISION 2, INGLUDIN6 SECTION IIB-202.4. II5-202.4 PATH OF TRAVEL REQUIREMENTS IN ALTERATIONS, ADDITIONS AND 5TRUGTURAL REPAIRS. WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDIN65 OR FAGILITIE5, AN AGGE55IBLE PATH OF TRAVEL TO THE 5PEGIFIG AREA OF ALTERATION OR ADDITION SHALL BE PROVIDED. THE PRIMARY AGGE55IBLE PATH OF TRAVEL SHALL INCLUDE: I. A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY, 2. TOILET AND BATHING FAGILITIE5 SERVING THE AREA, 3. DRINKING FOUNTAINS SERVING THE AREA, 4. PUBLIC, TELEPHONES 5ERVIN6 THE AREA, AND 5. SIGNS. IIB-206.1 GENERAL. AGGE55I5LE ROUTES SHALL BE PROVIDE[ N AGGORDANGE WITH 5EGTION 118-206 AND SHALL GOMPLY WITH DIVISION 4. II5-206.2 WHERE REQUIRED. AGGE55IBLE ROUTES SHALL BE PRO VIDED WHERE REQUIRED BY 5EGTION IIB-206.2. IIB-206.2.1 SITE ARRIVAL POINTS. AT LEAST ONE AGGE55I5LE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM AGGE55I5LE PARKING 5PAGE5 AND AGGE55IBLE PA55EN6ER DROP-OFF AND LOADING ZONES, PUBLIC, STREETS AND SIDEWALKS; AND PUBLIC, TRANSPORTATION STOPS TO THE AGGE55IBLE BUILDING OR FAG I L I TY ENTRANGE THEY SERVE. WHERE MORE THAN ONE ROUTE 15 PRO VIDED, ALL ROUTES MUST BE AGGE55I5LE. IS-206.2.2 WITHIN A SITE. AT LEAST ONE AGGE55IBLE ROUTE SHALL GONNEGT AGGE55IBLE BUILDINGS, AGGE55IBLE FAGILITIE5, AGGE55IBLE ELEMENTS, AND AGGE55IBLE 5PAGEE THAT ARE ON THE SAME SITE. II5-206.2.3 MULTISTORY BUILDINGS AND FAGILITIE5. AT LEAS` ONE AGGE55IBLE ROUTE SHALL GONNEGT EAGH STORY AND MEZZANINE IN MULTISTORY BUILDIN65 AND FAGILITIE5. AGGE55IBLE ROUTE5 DIVISION 4 II5-402 AGGE55IBLE ROUTES II5-402.1 GENERAL. ACCESSIBLE ROUTES SHALL COMPLY WITI 1 18-402. II5-402.2 GOMPONENTS. AGGE55IBLE ROUTES SHALL GON515T OF ONE OR MORE OF THE FOLLOWING COMPONENTS: WALKING 5URFAGE5 WITH A RUNNING SLOPE NOT STEEPER THAN 1:20, DOORWAYS, RAMP5, GURB RAMPS EXGLUDIN6 THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. ALL GOMPONENTS OF AN AGGE55I5LE ROUTE SHALL COMPLY WITH THE APPLIGABLE REQUIREMENTS OF DIVISION 4. 118-403 WALKIN6 5URFAGE5 II5-403.1 GENERAL. WALKIN6 5URFAGE5 THAT ARE A PART OF AN AGGE55I5LE ROUTE SHALL COMPLY WITH 5EGTION 118-403. II5-403.2 FLOOR OR GROUND 5URFAGE. FLOOR OR GROUND SURFAGES SHALL COMPLY WITH SECTION II5-302. II5-403.3 SLOPE. THE RUNNING SLOPE OF WALKIN6 5URFAGE5 SHALL NOT BE STEEPER THAN 1:20. THE GROSS SLOPE OF WALKIN6 SURFAGES SHALL NOT BE STEEPER THAN 1:45. EXCEPTION: THE RUNNING SLOPE OF 51DEWALK5 SHALL NOT EXGEED THE GENERAL GRADE ESTABLISHED FOR THE ADJAGENT STREET OR HIGHWAY. 118-403.4 GHAN6E5 IN LEVEL. GHAN6E5 IN LEVEL SHALL COMPLY WITH SECTION II5-303. II5-403.5 GLEARANGE5. WALKIN6 5URFAGE5 SHALL PROVIDE GLEARANGE5 COMPLYING WITH 5EGTION 15-403.5. EXCEPTION: WITHIN EMPLOYEE WORK AREAS, GLEARANGE5 O� GOMMON USE GIRGULATION PATHS SHALL BE PERMITTED TO BE DEGREASED BY WORK AREA EQUIPMENT PROVIDED THAT THE DEGREASE 15 ESSENTIAL TO THE FUNCTION OF THE WORK 5EIN6 PERFORMED. 15-403.5.1 GLEAR WIDTH. EXGEPT AS PROVIDED IN 5EGTION5 II8-403.5.2 AND II8=403.5.3, THE GLEAR WIDTH OF WALKIN6 5URFAGE5 SHALL BE 36 INGHE5 (�14 MM) MINIMUM. 15-403.5.2 GLEAR WIDTH AT TURN. WHERE THE AGGE55I5LE ROUTE MAKES A 150 DEGREE TURN AROUND AN ELEMENT WHIGH 15 LE55 THAN 48 INGHE5 (721� MM) WIDE, GLEAR WIDTH SHALL BE 42 INGHE5 (1067 MM) MINIMUM APPROAGHIN6 THE TURN, 48 INGHE5 (121� MM) MINIMUM AT THE TURN AND 42 INGHE5 (1061 MM) MINIMUM LEAVING THE TURN. 15-403.5.3 PASSING 5PAGE5. AN AGGE55IBLE ROUTE WITH A GLEAR WIDTH LE55 THAN 60 INGHE5 (1524 MM) SHALL PROVIDE PA551N6 5PAGE5 AT INTERVALS OF 200 FEET (60,�60 MM) MAXI MUM. PASSING 5PAGE5 SHALL BE EITHER: A 5PAGE 60 INCHES (1524 MM) MINIMUM BY 60 INGHE5 (1524 MM) MINIMUM; OR, AN INTER5EGTION OF TWO WALKIN6 SURFAGES PROVIDING A T- SHAPED 5PAGE COMPLY I N6 WITH 5EGTION IIB-304.3.2 WHERE THE BASE AND ARMS OF THE T-SHAPED 5PAGE EXTEND 48 INGHE5 (1211 MM) MINIMUM BEYOND THE INTER5EGTION. 15-403.6 HANDRAILS. WHERE HANDRAILS ARE PROVIDED ALONG WALKING SURFAGES WITH RUNNING SLOPES NOT STEEPER THAN 1:20 THEY SHALL COMPLY WITH 5EGTION 5-505. 15-403.1 CONTINUOUS GRADIENT. ALL WALK5 WITH CONTINUOUS GRADIENTS SHALL HAVE RESTING AREAS, 60 INGHE5 (1524 MM) IN LENGTH, AT INTERVALS OF 400 FEET (1211�20 MM) MAXIMUM. THE RESTING AREA SHALL BE AT LEAST A5 WIDE A5 THE WALK. THE SLOPE OF THE RE5TIN6 AREA IN ALL DIREGTION5 SHALL BE 1:48 MAXIMUM. 15-404 DOOR51 DOORWAY5, AND GATES I5-404.1 GENERAL. DOORS, DOORWAYS, AND 6ATE5 THAT ARE PART OF AN AGGE55IBLE ROUTE SHALL COMPLY WITH 5EGTION II8-404. 15-404.2.3 GLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A GLEAR WIDTH OF 32 INGHE5 03 MM) MINIMUM. GLEAR OPENINGS OF DOORWAYS WITH 5WIN61N6 DOORS SHALL BE MEASURED BETWEEN THE FADE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN �O DEGREES. OPENINGS MORE THAN 24 INGHE5 (610 MM) DEEP SHALL PROVIDE A GLEAR OPENING OF 36 INGHES (�14 MM) MINIMUM. THERE SHALL BE NO PROJEGTION5 INTO THE REQUIRED GLEAR OPENING WIDTH LOWER THAN 34 INGHE5 (864 MM) ABOVE THE FIN15H FLOOR OR GROUND. PROJEGTION5 INTO THE GLEAR OPENING WIDTH BETWEEN 34 INGHE5 (864 MM) AND 80 INGHE5 (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INGHE5 (102 MM). 15-404.2.4 MANEUVERING GLEARANGE5. MINIMUM MANEUVERING GLEARANGE5 AT DOORS AND 6ATE5 SHALL GOMPLY WITH 5EGTION II5-404.2.4. MANEUVERING GLEARANGE5 SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH 51DE OR HINGE SIDE GLEARANGE. 115-404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES, 5LIDIN6 DOOR51 AND FOLDING DOORS. DOORWAYS LE55 THAN 36 INGHE5 (114 MM) WIDE WITHOUT DOORS OR GATES, 5LIDIN6 DOORS, OR FOLDING DOORS SHALL HAVE MANEUVERING GLEARANGE5 GOMPLYIN6 WITH TABLE 15-404.2.4.2. 15-404.2.4.3 REGE55ED DOORS AND GATES. MANEUVERING GLEARANGE5 FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY O55TRUGTION WITHIN IS INGHE5 (451 MM) OF THE LATCH 51DE AT AN INTERIOR DOORWAY, OR WITHIN 24 INGHE5 (610 MM) OF THE LATCH 51DE OF AN EXTERIOR DOORWAY, PROJEGT5 MORE THAN 8 INGHES (203 MM) BEYOND THE FAGS OF THE DOOR, MEASURED PERPENDIGULAR TO THE FADE OF THE DOOR OR GATE. 15-404.2.4.4 FLOOR OR GROUND 5URFAGE. FLOOR OR GROUND 5URFAGE WITHIN REQUIRED MANEUVERING GLEARANGE5 SHALL COMPLY WITH 5EGTION II5-302. GHAN6E5 IN LEVEL ARE NOT PERMITTED. 15-404.2.5 THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE 1/2 INGH (12.1 MM) HI6H MAXIMUM. RAISED THRESHOLDS AND GHAN6ES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 5EGTION5 II5-302 AND II5-303. 15-404.2.6 DOORS IN SERIES AND 6ATE5 IN SERIES. THE D 15TANGE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND 6ATE5 IN SERIES SHALL BE 48 INGHES (127� MM) MINIMUM PLUS THE WIDTH OF DOORS OR 6ATE5 5WIN61N6 INTO THE 5PAGE. II5-404.2.1 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATGHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 5EGTION IIB-201A. OPERABLE PARTS OF 5UGH HARDWARE SHALL BE 34 INGHE5 (364 MM) MINIMUM AND 44 INGHES (1118 MM) MAXIMUM ABOVE THE FIN15H FLOOR OR GROUND. WHERE 5LIDIN6 DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. 15-404.2.8 GL051N6 SPEED. DOOR AND GATE GLOSIN6 SPEED SHALL COMPLY WITH 5EGTION II5-404.2.8. 15-404.2.8.1 DOOR GLO5ER5 AND GATE GL05ER5. DOOR GLO5ER5 AND GATE GL05ERS SHALL BE ADJUSTED 50 THAT FROM AN OPEN POSITION OF 10 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH 15 5 SEGOND5 MINIMUM. 115-40412 5.2 SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED 50 THAT FROM THE OPEN P051TION OF 10 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE GLO5ED P051TION IN 1.5 5EGOND5 MINIMUM. II5-404.2.E DOOR AND GATE OPENING FORGE. THE FORGE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE A5 FOLLOWS: I. INTERIOR HINGED DOORS AND 6ATE5: 5 POUNDS (22.2 N) MAXIMUM. 2. 5LIDIN6 OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 3. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORGE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXGEED 15 POUNDS (66.1N). 4. EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORGES DO NOT APPLY TO THE FORGE REQUIRED TO RETRACT LATCH BOLTS OR D15EN6A6E OTHER DEVIGES THAT HOLD THE DOOR OR GATE IN A GLOSED POSITION. 115-404.2.10 DOOR AND GATE 5URFAGE5. 5W1 N61 N6 DOOR AND GATE SURFAGES WITHIN 10 INGHES (254 MM) OF THE FINISH FLOOR OR GROUND MEASURED VERTIGALLY SHALL HAVE A SMOOTH 5URFAGE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE 5URFAGE5 SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE A5 THE OTHER AND BE FREE OF SHARP OR ABRASIVE E06ES. GAVITIE5 CREATED BY ADDED KICK PLATES SHALL BE GAPPED. 115-404.2.11 VISION LIGHTS. DOORS, GATES, AND SIDE L 16HT5 ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INGHES (1012 MM) MAXIMUM ABOVE THE FINISH FLOOR. 118-405 RAMPS 15-405.1 GENERAL. RAMPS ON ACC E5515LE ROUTES SHALL GOMPLI' WITH 5EGTION IIB-405. II5-405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1: 12. 15-405.3 GROSS SLOPE. GROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. II5-405.4 FLOOR OR GROUND SURFAGES. FLOOR OR GROUND SURFAGES OF RAMP RUNS SHALL COMPLY WITH SECTION 115-302. GHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND GRO55 SLOPE ARE NOT PERMITTED ON RAMP RUNS. II5-405.5 CLEAR WIDTH. THE GLEAR WIDTH OF A RAMP RUN SHALL BE 48 INGHES (121� MM) MINIMUM. 15-405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INGHE5 (162 MM) MAXIMUM. 118-405.1 LANDINGS. RAMPS SHALL HAVE LANDIN65 AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. LANDIN65 SHALL GOMPLY WITH SECTION II5-405.1. I5-405.1.1 SLOPE. LANDIN65 SHALL GOMPLY WITH SECTION II5-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: 5LOPE5 NOT STEEPER THAN 1:48 SHALL BE PERMITTED. II5-405.1.2 WIDTH. THE LANDING GLEAR WIDTH SHALL BE AT LEAST AS WIDE A5 THE W I DE5T RAMP RUN LEADING TO THE LANDING. 15-405.1.2.1: TOP LANDIN65 SHALL BE 60 INGHE5 (1524 MM) WIDE MINIMUM. 15-405.1.3 LENGTH. THE LANDING GLEAR LENGTH SHALL BE 60 INGHE5 (1524 MM) LONG MINIMUM. 118-405.1.3.1: BOTTOM LANDIN65 SHALL EXTEND 72 INGHE5 (I821 MM) MINIMUM IN THE DIRECTION OF RAMP RUN. II5-405.7.4 GHAN6E IN DIRECTION. RAMPS THAT GHAN6E DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A GLEAR LANDING 60 INGHE5 (1525 MM) MINIMUM BY 12 INGHE5 (021 MM) MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RAMP RUN. 118-405.1.5 DOORWAYS. WHERE DOORWAYS ARE LOCATED ADJAGENT TO A RAMP LANDING, MANEUVERING GLEARANGE5 REQUIRED BY 5EGTION5 115-404.2.4 AND 118=404.3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3 INGHE5 (16 MM). DOORS, IN ANY POSITION, SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INGHES (1061 MM). II5-405.5 HANDRAILS. RAMP RUNS SHALL HAVE HANDRAILS GOMPLYIN6 WITH 5EGTION II5-505. II5-405.1 E06E PROTECTION. EDGE PROTECTION GOMPLYIN6 WITH SECTION II5-405.�.2 SHALL BE PROVIDED ON EAGH 51DE OF RAMP RUNS AND AT EACH 51DE OF RAMP LANDINGS. EXGEPTION5: I. EDGE PROTECTION SHALL NOT BE REQUIRED ON RAMPS THAT ARE NOT REQUIRED TO HAVE HANDRAILS AND HAVE SIDES COMPLYING WITH 5EGTION IIB-406.2.2. 2. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDIN65 SERVING AN ADJOINING RAMP RUN OR 5TAIRWAY. 3. EDGE PROTECTION SHALL NOT BE REQUIRED ON THE SIDES OF RAMP LANDIN65 HAVING A VERTICAL DROP-OFF OF 1/2 INCH (12.7 MM) MAXIMUM WITHIN 10 INGHE5 (254 MM) HORIZONTALLY OF THE MINIMUM LANDING AREA SPECIFIED IN 5EGTION II6-405.1. I5-405.1.1 RESERVED. 15-405.1.2 GURB OR BARRIER. A GURB OR BARRIER SHALL BE PROVIDED THAT PREVENTS THE PASSAGE OF A 4-INGH (102 MM) DIAMETER SPHERE, WHERE ANY PORTION OF THE SPHERE 15 WITHIN 4 INGHES (102 MM) OF THE FIN15H FLOOR OR GROUND 5URFAGE. TO PREVENT WHEEL ENTRAPMENT, THE GURB OR BARRIER SHALL PRO VIDE A CONTINUOUS AND UNINTERRUPTED BARRIER ALONG THE LENGTH OF THE RAMP. 15-406 GURB RAMPS, BLENDED TRANSITIONS AND ISLANDS 15-406.1 GENERAL GURB RAMPS, BLENDED TRANSITIONS AND ISLANDS ON AGGE55IBLE ROUTES SHALL GOMPLY WITH SECTION 116-406. GURB RAMPS MAY BE PERPENDIGULAR, PARALLEL, OR A COMBINATION OF PERPENDIGULAR AND PARALLEL. 15-406.3.1 SLOPE. THE RUNNING SLOPE OF THE GURB RAMP SEGMENTS SHALL BE IN -LINE WITH THE D I REGTI ON OF SIDEWALK TRAVEL. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1: 12. 15-406.3.2 TURNING SPADE. A TURNING 5PAGE 43 INGHE5 (121� MY) MINIMUM BY 48 INGHES (1211 MM) MINIMUM SHALL BE PROVIDED AT THE 80TTOY OF THE GURB RAMP. THE SLOPE OF THE TURNING 5PAGE IN ALL DIREGTION5 SHALL BE 1:45 MAXIMUM. IIB-406.4 BLENDED TRANSITIONS. BLENDED TRANSITIONS SHALL GOMPLY WITH 5EGTION5 II5-406.4 AND IIB-406.5. IIB-406.4.1 SLOPE. BLENDED TRANSITIONS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:20. II8-406.5 COMMON REQUIREMENTS. GURB RAMPS AND BLENDED TRANSITIONS SHALL GOMPL)' WITH 5EGTION IB-406.5. II5-406.5.1 LOCATION. CURB RAMPS AND THE FLARED SIDES OF GURB RAMPS SHALL BE LOCATED 50 THAT THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES, OR PARKING AGGE55 AISLES. GURB RAMPS AT MARKED GRO551NG5 SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, EXGLUDIN6 ANY FLARED SIDES. EXCEPTION: DIA60NAL GURB RAMPS SHALL GOMPLY WITH 5EGTION 15-406.5.1. I5-406.5.2 WIDTH. THE GLEAR WIDTH OF GURB RAMP RUNS (EXGLUDIN6 ANY FLARED SIDES), BLENDED TRANSITIONS, AND TURNING 5PAGE5 SHALL BE 48 INGHE5 (121� MM) MINIMUM. 118-406.5.3 LANDINGS. LANDINGS SHALL BE PROVIDED AT THE TOPS OF GURB RAMPS AND BLENDED TRANSITIONS. THE LANDING GLEAR LENGTH SHALL BE 48 INGHE5 (121 q MM) MINIMUM. THE LANDING GLEAR WIDTH SHALL BE AT LEAST A5 WIDE A5 THE GURB RAMP, EXGLUDIN6 ANY FLARED SIDES, OR THE BLENDED TRANSITION LEADING TO THE LANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. I5-406.5.6 GRADE BREAKS. GRADE BREAKS AT THE TOP AND BOTTOM OF GURB RAMP RUNS SHALL BE PERPENDIGULAR TO THE DIRECTION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTED ON THE 5URFAGE OF RAMP RUNS AND TURNING 5PAGE5. 5URFAGE SLOPES THAT MEET AT GRADE BREAKS SHALL BE FLUSH. II5-406.5.1 GROSS SLOPE. THE GROSS SLOPE OF GURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 MAXIMUM. II5-406.5.5 COUNTER SLOPE. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD 5URFAGE5 IMMEDIATELY ADJACENT TO AND WITHIN 24 INGHE5 (610 MM) OF THE GURB RAMP SHALL NOT BE STEEPER THAN 1:20. THE ADJAGENT SURFAGES AT TRANSITIONS AT GURB RAMPS TO WALKS, GUTTERS, AND STREETS SHALL BE AT THE SAME LEVEL. I5-406.5.E GLEAR 5PAGE AT DIAGONAL GURB RAMPS. THE BOTTOM OF DIAGONAL GURB RAMPS SHALL HAVE A GLEAR 5PAGE 48 INGHE5 (1211 MM) MINIMUM OUTSIDE ACTIVE TRAFFIC, LANES OF THE ROADWAY. DIA60NAL GURB RAMPS PROVIDED AT MARKED GRO551 N65 SHALL PROVIDE THE 48 INGHE5 (121 1 MM) MINIMUM GLEAR SPADE WITHIN THE MARKINGS. 8-406.5.10 D I A60NAL GURB RAMPS. D I A60NAL OR CORNER TYPE GURB RAMPS WITH RETURNED GURBS OR OTHER WELL-DEFINED E06ES SHALL HAVE THE E06ES PARALLEL TO THE DIRECTION OF PEDE5TRIAN FLOW. DIAGONAL GURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF GURB 24 INGHE5 (610 MM) LONG MINIMUM LOCATED ON EACH 51DE OF THE GURB RAMP AND WITHIN THE MARKED GRO551 N6. II5-406.5.12 DETEGTABLE WARNIN65. GURB RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETEGTABLE WARNIN65 GOMPLYIN6 WITH SECTION IIB-105. GENERAL 51 TE AND BU I LD I NG ELEMENTS DIVISION 15 15-502 PARKING 5PAGE5 II5-502.1 GENERAL. GAR AND VAN PARKING 5PAGE5 SHALL COMPLY WITH SECTION II5-502. WHERE PARKING 5PAGE5 ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARK I N6 5PAGE5 AND ACCESS AISLES SHALL BE MADE FROM THE GENTERLINE OF THE MARKINGS. EXCEPTION: WHERE PARKING 5PAGE5 OR AGGE55 AISLES ARE NOT ADJAGENT TO ANOTHER PARKING 5PAGE OR AGGE55 AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING 5PAGE OR AGGE55 AISLE. II5-502.2 VEHICLE 5PAGE5. GAR AND VAN PARKING 5PAGE5 SHALL BE 216 INGHE5 (5486 MM) LONG MINIMUM. GAR PARKING 5PAGE5 SHALL BE 108 INGHE5 (2143 MM) WIDE MINIMUM AND VAN PARKING 5PAGE5 SHALL BE 144 INGHES (3658 MM) WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJAGENT AGGE55 AISLE GOMPLYIN6 WITH SECTION IIB-502.3. EXCEPTION: VAN PARKING 5PAGE5 SHALL BE PERMITTED TO BE 105 INGHE5 (2143 MM) WIDE MINIMUM WHERE THE AGGE55 AISLE 15 16 INGHES (2438 MM) WIDE MINIMUM. II5-502.3 AGGE55 AISLE. AGGE55 AISLES 5ERVIN6 PARKING 5PAGE5 SHALL COMPLY WITH 5ECTION IIB-502.3. AGGE55 AISLES SHALL ADJOIN AN AGGE55IBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON AGGE55 AISLE. 15-502.3.1 WIDTH. AGGE55 A15LES 5ERVIN6 GAR AND VAN PARKING 5PAGE5 SHALL BE 60 INGHES (1524 MM) WIDE MINIMUM. I5-502.3.2 LENGTH. AGGE55 AI5LE5 SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING 5PAGE5 THEY SERVE. II8-502.3.3 MARK I N6. AGGE55 AISLES SHALL BE MARKED WITH A BLUE PAINTED 80RDERL I NE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATGHED LINES A MAXIMUM OF 36 INGHES (�14 MM) ON CENTER N A DOLOR GONTRA5TI N6 WITH THAT OF THE AISLE 5URFAGE, PREFER ABLY BLUE OR WHITE. THE WORD5 "NO PARKING" SHALL BE PAINTED ON THE 5URFAGE WITHIN EACH AGGE55 AISLE IN WHITE LETTERS A MINIMUM OF 12 INGHES (305 MM) IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJAGENT VEHICULAR WAY. AGGE55 AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. II5-502.3.4 LOCATION. AGGE55 AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. AGGE55 AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING 5PAGE EXGEPT FOR VAN PARKING 5PAGE5 WHIGH SHALL HAVE AGGE55 AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING 5PAGE5. II5-502.4 FLOOR OR GROUND 5URFAGE5. PARKING 5PAGE5 AND AGGE55 AISLES SERVING THEM SHALL GOMPLY WITH 5EGTION 15=302. AGGE55 AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING 5PAGE5 THEY SERVE. GHAN6E5 IN LEVEL ARE NOT PERMITTED. EXCEPTION: SLOPES NOT STEEPER THAN 1:45 SHALL BE PERMITTED. IIB-502.5 VERTICAL GLEARANGE. PARKING 5PAGE5, AGGE55 AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL GLEARANGE OF �8 INGHE5 (248l MM) MINIMUM. II5-502.6 IDENTIFICATION. PARKING 5PAGE IDENTIFICATION 516NS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF AGGE55181LITY GOM PLYING WITH 5EGTION II5-103.7.2.1 IN WHITE ON A BLUE BAGK6ROUND. SIGNS IDENTIFYING VAN PARKING 5PAGE5 SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL 516N WITH THE DESIGNATION ©VAN AGGE551BLEA. 516N5 SHALL BE 60 INGHE5 (1524 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND 5URFAGE MEASURED TO THE BOTTOM OF THE SIGN. I5-502.6.I FINISH AND SIZE. PARKING IDENTIFICATION 516N5 SHALL BE REFEGTORIZED WITH A MINIMUM AREA OF 10 SQUARE INGHE5 (451161 MM2). I5-502.6.2 MINIMUM FINE. ADDITIONAL LAN6UA6E OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF AGGE551BILITY SHALL STATE ©MINIMUM FINE $250Q. 15-502.6.3 LOCATION. A PARKING 5PAGE IDENTIFICATION 516N SHALL BE VISIBLE FROM EACH PARKING SPADE. 5I6N5 SHALL BE PERMANENTLY P05TED EITHER IMMEDIATELY ADJACENT TO THE PARKING 5PAGE OR WITHIN THE PROJEGTED PARKING 5PAGE WIDTH AT THE HEAD END OF THE PARKING 5PAGE. 516N5 MAY AL50 BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING 5PAGE. IIB-502.6.4 MARKING. EACH AGCESSIBLE GAR AND VAN 5PAGE SHALL HAVE 5URFAGE IDENTIFICATION COMPLYING WITH EITHER 5EGTION 11 8-502.6.4.1 OR 118-502.6.4.2. 15-502.6.4.1 THE PARKING 5PAGE SHALL BE MARKED WITH AN INTERNATIONAL 5YM50L OF AGGE5515ILITY GOMPLYIN6 WITH SECTION II5-103.1.2.1 IN WHITE ON A BLUE BAGK6ROUND A MINIMUM 36 INGHES WIDE BY 36 INGHE5 HI6H (114 MM BY �14 MM). THE GENTERLINE OF THE INTERNATIONAL SYMBOL OF AGGE551BILITY SHALL BE A MAXIMUM OF 6 INGHES (152 MM) FROM THE GENTERLINE OF THE PARKING SPADE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING 5PAGE AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING 5PAGE LENGTH. IIB-502.6.4.2 THE PARKING 5PAGE SHALL BE OUTLINED IN BLUE OR PAINTED BLUE AND SHALL BE MARKED WITH AN INTERNATIONAL SYM80L OF AGGE5551 L I TY COMPLYING WITH 5EGTION IIB-103.1.2.1 A MINIMUM 36 INGHE5 WIDE BY 36 INGHE5 HI6H (114 MM BY �14 MM) IN WHITE OR A SUITABLE GONTRA5TIN6 COLOR. THE GENTERLINE OF THE INTERNATIONAL 5YMB0L OF AGGE55I B I L I TY SHALL BE A MAXIMUM OF 6" INGHES (152 MM) FROM THE GENTERLINE OF THE PARKING 5PAGE, ITS 51DE5 PARALLEL TO THE LENGTH OF THE PARKING 5PAGE AND ITS LOWER CORNER AT, OR LOWER 51DE ALIGNED WITH, THE END OF THE PARKING SPADE. 15-502.1 RELATIONSHIP TO AGGE55IBLE ROUTES. PARKING 5PAGE5 AND AGGE55 AI5LE5 SHALL BE DESIGNED 50 THAT GARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED GLEAR WIDTH OF ADJAGENT ACGE5515LE ROUTES. II5-502.1.1 ARRANGEMENT. PARKING 5PAGE5 AND AGGE55 AISLES SHALL BE DESIGNED 50 THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING 5PAGE5 OTHER THAN TO PA55 BEHIND THE PARKING 5PAGE IN WHIGH THEY PARKED. II5-502.1.2 WHEEL STOPS. A GURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENGROAGHMENT OF VEHICLES OVER THE REQUIRED GLEAR WIDTH OF ADJAGENT AGGE55IBLE ROUTES. 15=502.8 ADDITIONAL 516N5. AN ADDITIONAL SIGN SHALL BE P05TED EITHER; I) IN A GON5PI000U5 PLACE AT EAGH ENTRANGE TO AN OFF-STREET PARKING FAG I L I TY OR 2) IMMEDIATELY ADJAGENT TO ON-51 TE AGGE55IBLE PARKING AND VISIBLE FROM EACH PARKING 5PAGE. 118-502.8.1 SIZE. THE ADDITIONAL 516N SHALL NOT BE LESS THAN 11 INGHE5 (432 MM) WIDE BY 22 INGHES (55� MM) HIGH. I5-502.8.2 LETTERING. THE ADDITIONAL 516N SHALL GLEARLY STATE IN LETTERS WITH A MINIMUM HE 16HT OF I I NGH (25 MM) THE FOLLOWING: ©UNAUTHORIZEDQ VEHIGLES PARKED IN DESIGNATED AGGE55IBLE 5PAGE5 NOT DISPLAYING DISTINGUISHING PLAGARD5 OR 5PEG I AL L I GEN5E PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOWED VEHIGLES MAY BE REGLAIMED AT: OR BY TELEPHONING ---------------- 11 BLANK 5PAGE5 SHALL BE FILLED IN WITH APPROPRIATE INFORMATION A5 A PERMANENT PART OF THE SIGN. B-504 STA I RWAYS 15-504.1 GENERAL. STAIRS SHALL GOMPLY WITH SECTION II5- 504. 15-504.2 TREADS AND RI5ER5. ALL STEPS ON A FLIGHT OF 5TAIR5 SHALL HAVE UNIFORM RI5ER HE16HT5 AND UNIFORM TREAD DEPTHS. RISERS SHALL BE 4 INGHES (102 MM) H 16H MINIMUM AND i INGHES (I18 MM) H16H MAXIMUM. TREADS SHALL BE II INGHE5 (211 MM) DEEP MINIMUM. II5-504.3 OPEN RISERS. OPEN RISERS ARE NOT PERMITTED. 15-504.4 TREAD 5URFAGE. STAIR TREADS SHALL G MPPI WITH SECTION IIB-302. GHANOES IN LEVEL ARE NOT PERMITTED. EXCEPTION: TREADS SHALL BE PERMITTED TO HAVE A SLO NOT STEEPER THAN 1:48. 115-504.4.1 GONTRASTIN6 STRIPE. INTERIOR STAIRS 5 ALL HAVE THE UPPER APPROACH AND LOWER TREAD MARKED A STRIPE PROVIDING CLEAR VISUAL GONTRA5T. EXT RIO 5TAIR5 SHALL HAVE THE UPPER APPROACH AND ALL TR A' MARKED BY A STRIPE PRO V I D I N6 GLEAR VISUAL G NTRA THE STRIPE SHALL BE A MINIMUM OF 2 INGHE5 (51 M WIDE TO A MAXIMUM OF 4 INGHE5 (102 MM) WIDE PLACED PARALLEL TO, AND NOT MORE THAN I INCH (25 MM)F Oj�/�T NOSE OF THE STEP OR UPPER APPROACH. THE STRIP EXTEND THE FULL WIDTH OF THE STEP OR UPPER APFR AND SHALL BE OF MATERIAL THAT 15 AT LEAST A5 L P RE515TANT AS THE OTHER TREADS OF THE STAIR. A AINT STRIPE SHALL BE AGGEPTABLE. GROOVES SHALL N USED TO 5AT15FY THIS REQUIREMENT. II5-504.5 NOSI N6. THE RADIUS OF GURVATURE AT THE LEADING E06E OF THE TREAD SHALL BE */2 INGH (12.1 MM) MAXIMUM. N051N6 THAT PROJECT BEYOND RISERS SHALL HAVE THE UNDERSIDE OF THE LEADING EDGE CURVED OR BEVELED. RI5ER5 SHALL BE PERMITTED TO SLOPE UNDER T TREAD AT AN ANGLE OF 30 DEGREES MAXIMUM FROM VERTICAL. THE PERMITTED PROTECTION OF THE NOSING SHALL EXTEND 1/4" INGHE5 (32 MM) MAXIMUM OVER THE TREAD BELOW. 15-505 HANDRAILS IT -1 architecture & planning er4a- MITCHEL_L- N. SUITE 'C' IRVINE, CALIFORNIA 92614 PHONE: (949) 752 1177 ED FAX: (949) 752-0151 15-505.1 GENERAL. HANDRAILS PROVIDED ALONG WALKING SURFAGES COMPLYING WITH 5EGTION 115-403, REQUIRED AT RAMPS GOMPLY I N6 WITH 5EGTION 118-405, AND REQUIRED AT 5TAIR5 COMPLYING WITH 5EGTION II5-504 SHALL COMPLY WITH 5EGTION II5-505. II5-505.2 WHERE REQUIRED. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. II5-505.3 CONTINUITY. HANDRAILS SHALL BE GONTINUOU5 WITHIN THE FULL LENGTH OF EAGH STAIR FL16HT OR RAMP RUN. INSIDE HAND RAILS ON SWITGHBAGK OR DOGLEG STAIRS AND RAMPS SHALL BE GONTINUOU5 BETWEEN FL16HTS OR RUNS. EXCEPTION: IN ASSEMBLY AREAS, RAMP HANDRAIL5 ADJAGENT TO SEATING OR WITHIN THE AI5LE WIDTH SHALL NOT BE REQUIRED TO BE GONTINUOU5 IN AISLES 5ERVIN6 5EATIN6. IIB-505.4 HEIGHT. TOP OF GRIPPING 5URFAGE5 OF HANDRA I L� SHALL BE 34 INGHE5 (864 MY) MINIMUM AND 38 INGHE5 (q65 MY) MAXIMUM VERTIGALLY ABOVE WALKING 5URFAGE5, 5TAIF N051N6, AND RAMP 5URFAGE5. HANDRAIL5 SHALL BE AT A GON515TENT HEIGHT ABOVE WALKIN6 5URFAGE5, STAIR N051 N6, AND RAMP 5URFAGE5. 15-505.5 GLEARANGE. GLEARANGE BETWEEN HANDRAIL GRIPPING SURFAGES AND ADJAGENT 5URFAGE5 SHALL BE 1 72 INGHES (38 MM) MINIMUM. HANDRAILS MAY BE LOCATED IN A REGE55 IF THE REGE55 I5 3 INGHES (16 MY) MAXIMUM REEF AND 18 INGHE5 (451 MM) MINIMUM GLEAR ABOVE THE TOP OF THE HANDRAIL. 115-505.6 GRIPPING 5URFAGE. HANDRAIL GRIPPING SURFAGES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL NOT BE O85TRUGTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING 5URFAGE5 SHALL NOT BE OB5TRUGTED FOR MORE THAN 20 PERGENT OF THEIR LENGTH WHERE PROVIDED, HORIZONTAL PROJEGTION5 SHALL OGGUR 1 1/2" INGHE5 (38 MM) MINIMUM BELOW THE BOTTOM OF THE HANDRAIL GRIPPING 5URFAGE. 15-505.1.1 GIRGULAR GRO55 5EGTION. HANDRAIL GRIPPING 5URFAGE5 WITH A GIRGULAR GR055 5EGTION SHALL HAVE Af� OUTSIDE DIAMETER OF 1/4" INGHES (32 MM) MINIMUM AND 2 INGHE5 (51 MM) MAXIMUM. 15-505.1.2 NON-GIRGULAR CROSS 5EGTI ONS. HANDRAIL GRIPPING SURFAGES WITH A NON-GIRGULAR GRO55 5EGTION SHALL HAVE A PERIMETER DIMENSION OF 4 INCHE5 (102 MY) MINIMUM AND 6 1/4" INGHE5 (I5� MM) MAXIMUM, AND A GRO55-5EGTION DIMENSION OF 2 14 INGHE5 (51 MY) MAXIMUM II5-505.8 5URFAGE5. HANDRAIL GRIPPING 5URFAGE5 AND ANY 5URFAGE5 ADJAGENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED ED6E5. 118-5051 FITTINGS. HANDRA I L5 SHALL NOT ROTATE WI TH I N THEIR FITTINGS. 115-505.10 HANDRAIL EXTENSIONS. HANDRAIL GRIPPING 5URFAGE5 SHALL EXTEND BEYOND AND IN THE SAME D I REGTI ON OF STAIR FL 16HT5 AND RAMP RUNS IN AGGORDANGE WITH 5EGTION II5-505.10. 15-505.10.1 TOP AND BOTTOM EXTENSION AT RAMPS. RAMP HANDRA I L5 SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INGHE5 (305 MM) MINIMUM BEYOND THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING 5URFAGE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJAGENT RAMP RUN. II5-505.10.2 TOP EXTENSION AT 5TAIR5. AT THE TOP OF A 5TA I R FL I BHT, HANDRA I L5 SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 INGHE5 (305 MM) MINIMUM BEGINNING DIREGTLY ABOVE THE FIRST RISER N05IN6. EXTENSIONS SHALL RETURN TO A WALL, GUARD, OR THE LANDING 5URFAGE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJAGENT STAIR FLIGHT. ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL., INC. I m WVA 1 164 Eel a kn O N 01 W PROJECT INFO GENERAL JOB NUMBER 24077 PROJECT MGR. PB DRAWN BY 5TAFF PLOT DATE: 10-14-2025 SHEET TITLE GENERAL NOTES SHEET NUMBER r� CY i CITY OF SANTA ANA Ln U 0 W 0 z Q w z w 0 N 0 0 0 N z Q J a- z 0 z 0 0 J m i w w CD z D 0 0 N N 0 N 0 Q 00 w 0 J n IIB-505.10.3 BOTTOM EXTENSION AT STAIRS. AT THE BOTTOM OF A STAIR FLIGHT, HANDRA I L5 SHALL EXTEND AT THE SLOPE OF THE STAIR FL 16HT FOR A HORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPTH BEYOND THE LAST RISER NOSING. THE HORIZONTAL EXTENSION OF A HANDRAIL SHALL BE 12 INCHES (305 MM) LONG MINI MUM AND A HEIGHT EQUAL TO THAT OF THE SLOPING PORTION OF THE HANDRAIL AS MEASURED ABOVE THE STAIR NOSING. EXTENSION SHALL RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE HANDRAIL OF AN ADJACENT STAIR FLIGHT. PLUMB I NG ELEMENT5 AND FAG I L I T I E5 DIVISION 6 II5-603 TOILET AND BATHING ROOMS IIB-603.2 CLEARANCES. CLEARANCES SHALL COMPLY WITH SECTION IIB-603.2. II6-603.2.1 TURNING SPACE. TURNING SPACE COMPLYING WITH SECTION II5-304 SHALL BE PROVIDED WITHIN THE ROOM. 15-603.2.2 OVERLAP. REQUIRED CLEAR FLOOR SPACES, CLEARANCE AT FIXTURES, AND TURNING SPACE SHALL BE PERMITTED TO OVERLAP. IIB-603.2.3 DOOR 5WIN6. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS TO AGGE551BLE WATER CLOSET GOMPARTMENT5 SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE WITHOUT LIMITATION. OTHER THAN DOORS TO ACCESSIBLE WATER CLOSET COMPARTMENTS, A DOOR, IN ANY POSITION, SHALL BE PERMITTED TO ENCROACH INTO THE TURNING SPACE BY 12 INCHES (305 MM) MAXIMUM. II5-603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR GOUNTERTOP5 SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FIN15H FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES (881 MM) MAXIMUM ABOVE THE F I N 15H FLOOR OR GROUND. II5-603.5 ACCESSORIES. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS, WASTE REGEPTAGLE5, OR OTHER AGGE55ORIE5 ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, I NGLUD I N6 C01 N SLOTS, SHALL BE 40 INCHES (1016 MM) MAXIMUM ABOVE THE FINISH FLOOR. II6-604 WATER CLOSETS AND TOILET COMPARTMENTS II5-604.2 LOCATION. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE GENTERLINE OF THE WATER CLOSET SHALL BE 77 INCHES (432 MY) MINIMUM TO 18 INCHES (451 MY) MAXIMUM FROM THE 51DE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 11 INCHES (432 MM) MINIMUM AND 11 INCHES (483 MM) MAXIMUM FROM THE 51DE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET GOMPART MENT SPECIFIED IN SECTION 115-604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR R16HT-HAND APPROACH. II6-604.3 CLEARANCE. CLEARANCES AROUND WATER CLOSETS AND IN TOILET COMPARTMENTS SHALL COMPLY WITH SECTION II5-604.3. II5-604.3.1 SIZE. GLEARANGE AROUND A WATER CLOSET SHALL BE 60 INCHES (1524 MM) MINIMUM MEASURED PERPEND I GUAAR FROM THE SIDE WALL AND 56 INCHES (1422 MM) MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES (1524 MM) WIDE AND 48 INCHES (12lq MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. EXCEPTION: IN RESIDENTIAL DWELLING UNITS COMPLYING WITH SECTION II5-233.3.1.1, MANEUVERING SPACE IN FRONT OF THE WATER CLOSET SHALL BE A MINIMUM 60 INCHES (1524 MM) WIDE AND 36 INCHES (q 14 MM) DEEP. II5-604.3.2 OVERLAP. THE REQUIRED CLEARANCE AROUND THE WATER CLOSET SHALL BE PERMITTED TO OVERLAP THE WATER CLOSET, A550G I ATED GRAB BARS, DISPENSERS, SANITARY NAPKIN DISPOSAL UNITS, GOAT HOOK5, SHELVES, AGGE551 BLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES REQUIRED AT OTHER FIXTURES, AND THE TURNING SPACE. NO OTHER FIXTURES OR 055TRUGTION5 SHALL BE LOCATED WITHIN THE REQUIRED WATER GL05ET CLEARANCE. IIB-604.4 SEATS. THE SEAT HE16HT OF A WATER CLOSET ABOVE THE F I N I5H FLOOR SHALL BE 11 INCHES (432 MM) MINIMUM AND H INCHES (483 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES (51 MM) H16H MAXIMUM. I5-604.5 GRAB BARS. GRAB BARS FOR WATER CLO5ET5 SHALL GOM PLY WITH 5EGTION II5-601. GRAB BARS SHALL BE PROVIDED ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. WHERE SEPARATE GRAB 5AR5 ARE REQUIRED ON ADJACENT WALLS AT A GOMMON MOUNTING HEIGHT, AN L-SHAPED GRAB BAR MEETING THE DIMEN51ONAL REQUIREMENTS OF 5EGTION5 115-604.5.1 AND I5-604.5.2 SHALL BE PERMITTED. II5-604.5.1 51DE WALL. THE 51DE WALL GRAB BAR SHALL BE 42 INCHES (1067 MM) LONG MINIMUM, LOCATED 12 INGHE5 (305 MM) MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES (1312 MM) MINIMUM FROM THE REAR WALL WITH THE FRONT END P051TIONED 24 INCHES (610 MM) MINIMUM IN FRONT OF THE WATER CLOSET. IIB-604.5.2 REAR WALL. THE REAR WALL GRAB BAR SHALL BE 36 INCHES (114 MM) LONG MINIMUM AND EXTEND FROM THE GENTERLINE OF THE WATER CLOSET 12 INCHES (305 MM) MINIMUM ON ONE SIDE AND 24 INCHES (610 MM) MINIMUM ON THE OTHER SIDE. II5=604.6 FLUSH GONTROL5. FLUSH GONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH GONTROL5 SHALL COMPLY WITH SECTION IIB-30q EXGEPT THEY SHALL BE LOCATED 44 INCHES (1115 MM) MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN 51DE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION II5-604.8.2. I5-604.1 DISPENSERS AND DISPOSAL UNITS. TOILET PAPER DISPENSERS AND 5AN I TARY NAPKIN DISPOSAL UNITS SHALL COMPLY WITH SECTION 5-604.1. COMBINATION ACCESSORY UNITS ARE NOT PERMITTED TO ENCROACH INTO THE SPACE REQUIRED BY SECTION II5-601.3. II6-604.1.1 DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION II5-301.4 AND SHALL BE 7 INCHES (778 MM) MINIMUM AND q INGHE5 (221 MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE GENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 11 INCHES (483 MM) MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. 015PEN5ER5 SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. II5=604.7.2 DISPOSAL UNITS. SANITARY NAPKIN DISPOSAL UNITS, IF PROVIDED, SHALL COMPLY WITH SECTION IIB-301.4 AND SHALL BE WALL MOUNTED AND LOCATED ON THE 51DENALL BETWEEN THE REAR WALL OF THE TOILET AND THE TOILET PAPER DISPENSER, ADJACENT TO THE TOILET PAPER DISPENSER. THE DISPOSAL UNIT SHALL BE LOCATED BELOW THE GRAB BAR WITH THE OPENING OF THE DISPOSAL UNIT I1 INGHE5 MINIMUM (483 MM) ABOVE THE FINISH FLOOR. B-604.8 TOILET GOMPARTMENT5. WHEELGHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS OF SECTIONS IIB-604.8.1 AND IIB-604.5.3. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 115-603. AMBULATORY ACCESSIBLE GOMPARTMENT5 SHALL COMPLY WITH 5EGTION5 II5-604.5.2 AND II5-604.8.3. IIB-604.8.1 WHEELGHAIR AGGE55IBLE COMPARTMENTS. WHEELGHAIR ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION IIB-604.8.1. II6-604.5.1.1 SIZE. WHEELGHAIR ACCESSIBLE COMPARTMENTS SHALL BE 60 INCHES (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE 51DE WALL, AND 56 INCHES (1422 MM) DEEP MINIMUM FOR WALL HUNG WATER CLOSETS AND 51 INGHE5 (14g1 MM) DEEP MINIMUM FOR FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. WHEELGHAIR ACCESSIBLE COMPARTMENTS SHALL ADDITIONALLY PROVIDE MANEUVERING SPACE COMPLYING WITH SECTION IIBs604.8.1.I.I, II5-604.8.1.1.21 OR II5-604.8.1.1.3, AS APPLICABLE. WHEELGHAIR ACCESSIBLE COMPARTMENTS FOR GHILDREN5 USE SHALL BE 60 INGHE5 (1524 MM) WIDE MINIMUM MEASURED PERPENDICULAR TO THE SIDE WALL, AND 51 INCHES (14gq MM)DEEP MINIMUM FOR WALL HUNG AND FLOOR MOUNTED WATER CLOSETS MEASURED PERPENDICULAR TO THE REAR WALL. 115-604.8. I.1.I MANEUVERING SPACE WITH N-5W I N61 N6 DOOR. IN A WHEELGHAIR ACCESSIBLE COMPARTMENT WITH AN IN-5WIN61N6 DOOR, A MINIMUM 60 INCHES (1524 MM) WIDE BY 36 INCHES (q14 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE GLEARANGE REQUIRED IN SECTION II8-604.8.1.1. SEE FIGURES IIB-604.8.1.1.2 (B) AND IIB-604.8.I.1.3 (B). II5-604.5.1.1.2 MANEUVERING SPACE WITH 51DE-OPENING DOOR. IN A WHEELGHAIR AGCE551 BLE COMPARTMENT WITH A DOOR LOCATED IN THE SIDE WALL OR PARTITION, EITHER IN -SWINGING OR OUT -SWINGING, A MINIMUM 60 INGHE5 (1524 MM) WIDE AND 60 INGHE5 (1524 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEE FIGURE II5-604.8.1.1.2. II5-604.8.1.1.3 MANEUVERING SPACE WITH END OPENING DOOR. IN A WHEELGHAIR ACCESSIBLE COMPARTMENT WITH A DOOR LOCATED IN THE FRONT WALL OR PARTITION (FAGIN6 THE WATER CLOSET), EITHER N-5W I N61 N6 OR OUT-5W1 W N6, A MINIMUM 60 INGHE5 (1524 MM) WIDE AND 48 INGHE5 (1211 MM) DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. SEE FIGURE IIB-604.8.1.1.3. IIB-604.8.1.2 DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 115-404 EXCEPT THAT IF THE APPROACH 15 FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OB5TRUGTION SHALL BE 48 INCHES (121 1 MM) MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES (102 MM) MAXIMUM FROM THE 51DE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE 51DE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES (102 MM) MAXIMUM FROM THE FRONT PARTITION. THE DOOR SHALL BE SELF-GL051N6. A DOOR PULL COMPLYING WITH SECTION II5-404.2.1 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOORS SHALL NOT 5WIN6 INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY 5WIN6 INTO THAT PORTION OF MANEUVERING SPACE WHIGH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET. 5-604.8.1.3 APPROACH. COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR R16HT-HAND APPROACH TO THE WATER CLOSET. II5-604.8.1.4 TOE GLEARANGE. AT LEAST ONE 51DE PARTITION SHALL PROVIDE A TOE CLEARANCE OF q INCHES (22q MM) MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES (152 MM) DEEP MINIMUM BEYOND THE COMPARTMENT- 51DE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION GOMPONENT5 AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES. COMPARTMENTS FOR GHILDREN5 USE SHALL PROVIDE A TOE CLEARANCE OF 12 INCHES (305 MM) MINIMUM ABOVE THE F I N I5H FLOOR. EXCEPTION: TOE CLEARANCE AT THE 51DE PARTITION 15 NOT REQUIRED IN A COMPARTMENT GREATER THAN 66 INCHES (1616 MM) WIDE. 5-604.8.15 GRAB BARS. GRAB BARS SHALL COMPLY WITH SECTION IIB-60q. A SIDE -WALL GRAB BAR GOMPLYIN6 WITH SECTION IIB-604.5.1 SHALL BE PROVIDED AND SHALL BE LOCATED ON THE WALL CLOSEST TO THE WATER CLOSET. IN ADDITION, A REAR -WALL GRAB BAR COMPLYING WITH SECTION IIB-604.5.2 SHALL BE PROVIDED. WHERE SEPARATE GRAB BARS ARE REQUIRED ON ADJACENT WALLS AT A COMMON MOUNTING HEIGHT, AN L-SHAPED GRAB BAR MEETING THE D I MEN51 ONAL REQUIREMENTS OF SECTIONS 118-604.5.1 AND IIB-604.5.2 SHALL BE PERMITTED. II6-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTION II5-604.8.2. I5-604.8.2.1 SIZE. AMBULATORY ACCESSIBLE GOMPARTMENTS SHALL HAVE A DEPTH OF 60 INCHES fE1524 MM) MINI MUM AND A WIDTH OF 35 INCHES f' 881 MM) MINIMUM AND 37 INCHES (140 MM) MAXIMUM. II6-604.8.2.2 DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION II6-404, EXCEPT THAT IF THE APPROACH 15 TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY 05STRUGTION SHALL BE 44 INCHES (IIIS MM) MINIMUM. THE DOOR SHALL BE SELF GL051N6. A DOOR PULL COMPLYING WITH SECTION I15- 404.2.1 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SANG INTO THE MINIMUM REQUIRED COMPARTMENT AREA. IS-604.5.2.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH SECTION II5-601. A SIDE -WALL GRAB BAR GOMPLYIN6 WITH SECTION IIB-604.5.1 SHALL BE PROVIDED ON BOTH 51DE5 OF THE COMPARTMENT. 115-604.8.3 COAT HOOKS AND SHELVES. GOAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN SECTION 115-308. SHELVES SHALL BE LOCATED 40 INCHES t 1016 MM) MINIMUM AND 48 INCHES (121q MM) MAXIMUM ABOVE THE FINISH FLOOR. II5-604.q WATER CLOSETS AND TOILET COMPARTMENTS FOR GHILDREN'S USE. WATER GL05ET5 AND TOILET COMPARTMENTS FOR GHILDREN'S USE SHALL COMPLY WITH SECTION II5-604.1. WHEN THE EXCEPTION IN SECTION II5-604.1 15 USED, THE 5U66E5TED DIMENSIONS OF TABLE II5-6041 FOR A SINGLE AGE GROUP SHALL BE APPLIED CONSISTENTLY TO THE INSTALLATION OF A WATER CLOSET AND ALL A550GIATED GOMPONENT5. I5-604.q.1 LOCATION. THE WATER CLOSET SHALL BE LOCATED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE GENTERLINE OF THE WATER CLOSET SHALL BE 12 INCHES (305 MM) MINIMUM AND 18 INCHES T457 MM) MAXIMUM FROM THE 51DE WALL OR PARTITION, EXCEPT THAT THE WATER GL05ET SHALL BE 11 INGHE5 fE432 MM) MINIMUM AND 11 INCHES t483 MM) MAXIMUM FROM THE 51DE WALL OR PARTITION IN THE AMBULATORY AGGE5515LE TOILET COMPARTMENT SPECIFIED IN SECTION 118-604.8.2. COMPARTMENTS SHALL BE ARRANGED FOR LEFT-HAND OR RIGHT-HAND APPROACH TO THE WATER CL05ET. 115-604.1.2 CLEARANCE. CLEARANCE AROUND A WATER GL05ET SHALL COMPLY WITH SECTION IIB-604.3. IIB-604.q.3 HEIGHT. THE HE16HT OF WATER CLOSETS SHALL BE 11 INGHE5 (27q MM) MINIMUM AND 11 INCHES t432 MM) MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT BE SPRUNG TO RETURN TO A LIFTED POSITION. II6-604.1.4 GRAB BARS. GRAB BARS FOR WATER CLOSETS SHALL COMPLY WITH SECTION II5-604.5. 5-604.q.5 FLUSH CONTROLS. FLUSH GONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED HUSH CONTROLS SHALL COMPLY WITH SEGTION5 IIB-30q.2 AND 15-301.4 AND SHALL BE INSTALLED 36 INGHE5 (114 MM) MAXIMUM ABOVE THE FINISH FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN 51DE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH SECTION IIB-604.8.2. IIB-604.q.6 DISPENSERS. TOILET PAPER D I5PEN5ER5 SHALL COMPLY WITH 5EGTION II5-301.4 AND SHALL BE 7 INGHE5 (178 MM) MINIMUM AND q INGHE5 (22q MM) MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE GENTERLINE OF THE DISPENSER, THE OUTLET OF THE DISPENSER SHALL BE 14 INCHES (356 MM) MINIMUM AND I 1 INCHES (483 MM) MAXIMUM ABOVE THE F I N I5H FLOOR. THERE SHALL BE A CLEARANCE OF 1 1/2" INCHES (35 MM) MINIMUM BELOW THE GRAB BAR. DI5PEN5ER5 SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. IIB-604.q.7 TOILET COMPARTMENTS. TOILET COMPARTMENTS SHALL COMPLY WITH SECTION IIB-604.8. II5-605 URINALS 116-605.2 HE16HT AND DEPTH. URINALS SHALL BE THE STALL -TYPE OR THE WALL -HUNG TYPE WITH THE RIM 11 INCHES (432 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2" INCHES (343 MY) DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. II5-605.3 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH SECTION II5-305 P051TIONED FOR FORWARD APPROACH SHALL BE PROVIDED. IIB-605.4 FLUSH CONTROLS. FLUSH GONTROL5 SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION II5-301 EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES (1 118 MM) ABOVE THE FIN 15H FLOOR. II6-606.2 CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH SECTION II5-305, P051TIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH SECTION IIB-306 SHALL BE PROVIDED. EXCEPTIONS: 1. A PARALLEL APPROACH COMPLYING WITH SECTION II5-305 SHALL BE PERMITTED TO A KITCHEN SINK IN A SPACE WHERE A GOOK TOP OR CONVENTIONAL RANGE 15 NOT PRO VIDED AND TO NET BARS. 2. RESERVED. 3. IN RESIDENTIAL DWELLING UNITS, GABINETRY SHALL BE PERMITTED UNDER LAVATORIES AND KITCHEN SINKS PROVIDED THAT ALL OF THE FOLLOWING CONDITIONS ARE MET: (A) THE GA51NETRY CAN BE REMOVED WITHOUT REMOVAL OR REPLACEMENT OF THE FIXTURE; (5) THE FINISH FLOOR EXTENDS UNDER THE GABINETRY; AND (G) THE HALLS BEHIND AND SURROUNDING THE CABINETRY ARE FINISHED. 4. A KNEE CLEARANCE OF 24 INCHES (610 MM) MINIMUM ABOVE THE FIN 15H FLOOR OR GROUND SHALL BE PERMITTED AT LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 6 THROUGH 12 YEARS WHERE THE RIM OR COUNTER SURFACE IS 31 INGHE5 (787 MM) MAXIMUM ABOVE THE F I N 15H FLOOR OR GROUND. 5. A PARALLEL APPROACH COMPLYING WITH SECTION IIB-305 SHALL BE PERMITTED TO LAVATORIES AND SINKS USED PRIMARILY BY CHILDREN 5 YEARS AND YOUNGER. 6. THE DIP OF THE OVERFLOW SHALL NOT BE CONSIDERED IN DETERMINING KNEE AND TOE CLEARANCES. 7. NO MORE THAN ONE BOWL OF A MULTI BOWL SINK SHALL BE REQUIRED TO PROVIDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION IIB-306. I I6-606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE H16HER OF THE RIM OR COUNTER SURFACE 34 INCHES (864 MM) MAXIMUM ABOVE THE F I N I5H FLOOR OR GROUND. EXCEPTIONS: 1. RESERVED. 2. IN RESIDENTIAL DWELLING UNIT KITCHENS, SINKS THAT ARE ADJUSTABLE TO VARIABLE HEIGHTS, 21 INCHES (131 MM) MINIMUM AND 36 INCHES (q14 MM) MAXIMUM, SHALL BE PERMITTED WHERE ROU6H-IN PLUMBING PERMITS GONNEGTIONS OF SUPPLY AND DRAIN PIPES FOR 51NK5 MOUNTED AT THE HE16HT OF 21 INCHES (731 MM). IIB-606.4 FAUGET5. CONTROLS FOR FAUCETS SHALL COMPLY WITH SECTION IIB-301. HAND -OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. IIB-606.5 EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND 5INK5 SHALL BE INSULATED OR OTHERWISE GONF16URED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. IIB-606.6 ADJAGENT SIDE WALL OR PARTITION. LAVATORIES, WHEN LOCATED ADJACENT TO A 51DE WALL OR PARTITION, SHALL BE A MINI MUM OF 18 INCHES (457 MM) TO THE GENTERLINE OF THE FIXTURE. 5-606.1 SINK DEPTH. WHERE A FORWARD APPROACH IS REQUIRED AT A SINK, KNEE AND TOE CLEARANCE SHALL BE PROVIDED IN GOMPLIANGE WITH SECTION II5-306. B-601 BATHTUBS IIB-601.1 GENERAL. BATHTUBS SHALL COMPLY WITH SECTION B-601. 116-601.2 CLEARANCE. CLEARANCE IN FRONT OF BATHTUBS SHALL EXTEND THE LENGTH OF THE BATHTUB AND SHALL BE 48 INCHES (121q MM) WIDE MINIMUM FOR FORWARD APPROACH AND 30 INCHES (162 MY) WIDE MINIMUM FOR PARALLEL APPROACH. A LAVATORY GOM PLYING WITH 5EGTION IIBa606 SHALL BE PERMITTED AT THE CONTROL END OF THE CLEARANCE. WHERE A PERMANENT SEAT 15 PROVIDED AT THE HEAD END OF THE BATHTUB, THE CLEARANCE SHALL EXTEND 12 INCHES (305 MM) MINIMUM BEYOND THE WALL AT THE HEAD END OF THE BATHTUB. IIB-605 SHOWER COMPARTMENTS IIB-608.1 GENERAL. SHOWER COMPARTMENTS SHALL COMPLY WITH SECTION IIB-608. IIB-608.2 51ZE AND CLEARANCES FOR SHOWER COMPARTMENTS. 5HOWER COMPARTMENTS SHALL HAVE 51 ZE5 AND GLEARANGE5 COMPLYING WITH 5EGTION 15=608.2. IIB-608.2.1 TRANSFER TYPE 5HOWER COMPARTMENTS. TRANSFER TYPE SHOWER GOMPARTMENT5 SHALL BE 36 INCHES (114 MM) BY 36 INCHES (q 14 MM) CLEAR INSIDE D I MEN51 ON5 MEASURED AT THE CENTER POINTS OF OPPOSING SIDES AND SHALL HAVE A 36-INGH (114 MY) WIDE MINIMUM ENTRY ON THE FACE OF THE SHOWER COMPARTMENT. CLEARANCE OF 36 INCHES (114 MM) WIDE MINIMUM BY 48 INGHE5 (1211 MM) LONG MINIMUM MEASURED FROM THE CONTROL WALL SHALL BE PROVIDED. TRANSFER TYPE SHOWER COMPARTMENTS SHALL BE PERMITTED IN TRANSIENT LODGING GUEST ROOMS, MULTI BEDROOM HOUSING UNITS IN UNDERGRADUATE STUDENT HOUSING AND RESIDENTIAL DWELL I N6 UNITS; AND SHALL NOT BE PERMITTED AT OTHER LOCATIONS TO MEET THE REQUIREMENTS OF SECTION 11 3-213.3.6. 5-608.2.2 STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS. STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS SHALL BE 30 INGHE5 (162 MM) WIDE MINIMUM BY 60 INCHES (1524 MM) DEEP MINIMUM CLEAR I N51 DE DIMENSIONS MEASURED AT CENTER POINTS OF OPP051 N6 SIDES WITH A FULL OPENING WIDTH ON THE LONG SIDE. II5-608.2.2.1 CLEARANCE. A 36 INCH (114 MM) WIDE MINIMUM BY 60 INCH (1524 MM) LONG MINIMUM CLEARANCE SHALL BE PROVIDED ADJACENT TO THE OPEN FAGS OF THE SHOWER COMPARTMENT. I5-605.2.3 ALTERNATE ROLL -IN TYPE SHOWER COMPARTMENTS. ALTERNATE ROLL -IN TYPE SHOWER COMPARTMENTS SHALL BE 36 INCHES (114 MM) WIDE AND 60 INCHES (1524 MM) DEEP MINIMUM CLEAR IN51DE DIMENSIONS MEASURED AT CENTER POINTS, OF OPPOSING SIDES. A 36 NCH (114 MM) WIDE MINIMUM ENTRY SHALL BE PROVIDED AT ONE END OF THE LONG SIDE OF THE COMPARTMENT. IIB-608.3 GRAB BARS. GRAB BARS SHALL COMPLY WITH SECTION IIB-601 AND SHALL BE PROVIDED IN ACCORDANCE WITH SECTION II5-608.3. WHERE MULTIPLE GRAB BARS ARE USED, REQUIRED HORIZONTAL GRAB BARS SHALL BE INSTALLED AT THE SAME HE16HT ABOVE THE FIN 15H FLOOR. WHERE SEPARATE GRAB 5AR5 ARE REQUIRED ON ADJACENT WALL5 AT A COMMON MOUNTING HEIGHT, AN L-SHAPED OR U-SHAPED GRAB BAR MEETING THE DIMENSIONAL REQUIREMENTS OF SECTION IIB-608.3.2 OR II5-608.3.3 SHALL BE PERMITTED. EXCEPTIONS: I. RESERVED. 2. IN RE51 DENTI AL DWELL I N6 UNITS, GRAB BARS SHALL NOT BE REQUIRED TO BE INSTALLED IN SHOWERS LOCATED IN BATHING FACILITIES PROVIDED THAT REINFORGEMENT HAS BEEN INSTALLED IN HALLS AND LOCATED 50 A5 TO PERMIT THE INSTALLATION OF GRAB BARS COMPLYING WITH SECTION B-608.3. I5-608.3.1 TRANSFER TYPE SHOWER COMPARTMENTS. IN TRANSFER TYPE COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ACROSS THE CONTROL WALL AND BACK WALL TO A POINT l8 INCHES (451 MM) FROM THE CONTROL WALL. IIB-608.3.2 STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS. GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE 51DE WALL OPPOSITE THE SEAT. GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT. GRAB 5AR5 SHALL BE INSTALLED 6 INGHE5 (752 MM) MAXIMUM FROM ADJACENT HALLS. 5-608.3.3 ALTERNATE ROLL -IN TYPE SHOWER COMPARTMENTS. IN ALTERNATE ROLL -IN TYPE SHOWER COMPARTMENTS, GRAB BARS SHALL BE PROVIDED ON THE BACK WALL AND THE 51DE WALL FARTHEST FROM THE COMPARTMENT ENTRY. GRAB BARS SHALL NOT BE PROVIDED ABOVE THE SEAT. GRAB BARS SHALL BE INSTALLED 6 INGHE5 (152 MM) MAXIMUM FROM ADJACENT WALLS. IS-608.4 SEATS. A FOLDING SEAT SHALL BE PROVIDED IN ROLL -IN TYPE SHOWERS AND TRANSFER TYPE SHOWER COMPARTMENTS. SEATS SHALL COMPLY WITH SECTION IIB-610. EXCEPTION: IN RE51DENTIAL DWELLING UNITS, SEATS SHALL NOT BE REQUIRED IN SHOWER GOMPARTMENTS PROVIDED THAT REINFORCEMENT HAS BEEN INSTALLED IN WALL5 50 A5 TO PERMIT THE INSTALLATION OF 5EAT5 COMPLYING WITH SECTION IIB-608.4. II6-608.5 CONTROLS. CONTROLS, FAUCETS, AND SHOWER SPRAY UNITS SHALL COMPLY WITH SECTION II6-301.4. CONTROLS AND FAUCETS SHALL ALLOW THE USER TO CLOSE AND OPEN THE WATER SUPPLY. I5-608.5.1 TRANSFER TYPE SHOWER COMPARTMENTS. IN TRANSFER TYPE SHOWER GOMPARTMENT5, THE GONTROL5, FAUCETS, AND SHOWER SPRAY UNIT SHALL BE INSTALLED ON THE SIDE WALL OPPOSITE THE SEAT 38 INCHES (165 MM) MINIMUM AND 48 INCHES (1211 MM) MAXIMUM ABOVE THE 5HOWER FLOOR AND SHALL BE LOCATED ON THE CONTROL WALL 15 INCHES (380 MM) MAXIMUM FROM THE GENTERLINE OF THE SEAT TOWARD THE SHOWER OPENING. I5-605.5.2 STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS. IN STANDARD ROLL -IN TYPE SHOWER COMPARTMENTS, OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE INSTALLED ON THE BACK WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL 11 INCHES (483 MM) MINIMUM AND 21 INGHE5 06 MM) MAXIMUM FROM THE SEAT WALL. AND SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO H16HER THAN 48 INCHES (1211 MM) ABOVE THE SHOWER FLOOR, WITH THEIR GENTERLINE AT 31 INCHES (qq I MM) TO 41 INCHES (1041 MM) ABOVE THE SHOWER FLOOR. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, I NGLUD I N6 THE HANDLE, SHALL BE INSTALLED ON THE BACK WALL ADJACENT TO THE SEAT WALL 11 INCHES (483 MM) MINIMUM AND 27 INCHES 06 MM) MAXIMUM FROM THE SEAT WALL; AND SHALL BE LOCATED ABOVE THE GRAB BAR, BUT NO H16HER THAN 48 INCHES (1211 MM) ABOVE THE SHOWER FLOOR. IIB-608.5.3 ALTERNATE ROLL -IN TYPE SHOWER COMPARTMENTS. IN ALTERNATE ROLL -IN TYPE 5HOWER COMPARTMENTS, OPERABLE PARTS OF CONTROLS AND FAUCETS SHALL BE INSTALLED ON THE 51DE WALL OF THE COMPARTMENT ADJACENT TO THE SEAT WALL H INCHES (483 MM) MINIMUM AND 21 INGHES (686 MM) MAXIMUM F5Wa THE SEAT WALL; AND SHALL BE LOCATED ABOVE TH GRAB BAR, BUT NO H16HER THAN 48 INCHES (I211 MM) A50 E THE SHOWER FLOOR, WITH THEIR GENTERLINE AT 3q INCHES (qI I MY) TO 41 I NGHE5 (1041 MM) ABOVE THE SHOWER FLC OR. OPERABLE PARTS OF THE SHOWER SPRAY UNIT, INGL DIN6 THE HANDLE, SHALL BE INSTALLED ON THE 51DE HAL OF H COMPARTMENT ADJACENT TO THE SEAT WALL 17 INC 4ES MY) MINI MUM AND I 1 INGHE5 (483 MM) MAXIMUM FR THE SEAT WALL OR ON THE BACK WALL OPPOSITE THE 5 AT 15 INCHES (381 MY) MAXIMUM, LEFT OR RIGHT, OF THE GENTERLINE OF THE SEAT, AND SHALL BE LOCATED BOVE THE GRAB BAR, BUT NO H16HER THAN 48 INCHES (121 "a < ABOVE THE SHOWER FLOOR. 5-608.6 SHOWER SPRAY UNIT AND WATER. A SHOW RD a t SPRAY UNIT WITH A HOSE 5q INCHES (14g1 MY) LONG MINIMUM THAT GAN BE USED BOTH A5 A FIXED -POSITION SHOVER HEAD AND A5 A HANDHELD SHOWER SHALL BE PROV1777- THE SHOWER SPRAY UNIT SHALL HAVE AN ON/OFF CONTROL WITH A NON -POSITIVE SHUT-OFF. IF AN ADJU5TABLE-HE16HT 5HOWER HEAD ON A VERTICAL BAR 15 USED, THE BAR SHALL BE INSTALLED So AS NOT TO OBSTRUCT THE USE OF GRAB BARS. SHOWER SPRAY UNITS SHALL DELIVER WATER THAT 15 120F (4qC) MAXIMUM. EXCEPTION: WHERE SUBJECT TO EXCESSIVE VANDALISM, TWO FIXED SHOWER HEADS SHALL BE PERMITTED INSTEAD OF A HANDHELD SPRAY UNIT IN FACILITIES THAT ARE NOT MEDIGAI CARE FACILITIES, LON6-TERM CARE FACILITIES, TRANSIENT LODGING GUEST ROOMS, OR RESIDENTIAL DWELLING UNITS. EACH SHOWER HEAD SHALL BE INSTALLED SO IT GAN BE OPERATED INDEPENDENTLY OF THE OTHER AND SHALL HAVE SWIVEL ANGLE ADJUSTMENTS, BOTH VERTICALLY AND HORIZONTALLY. ONE SHOWER HEAD SHALL BE LOCATED AT A HE16HT OF 48 INCHES (1211 MM) MAXIMUM ABOVE THE SHOWEF FIN 15H FLOOR. IIB-608.1 THRESHOLDS. THRESHOLDS IN ROLL -IN TYPE 5HOWER COMPARTMENTS SHALL BE 1/2" INCH (12.1 MM) H16H MAXIMUM IN AGGORDANGE WITH SECTION II6-303. IN TRANSFER TYPE SHOWER COMPARTMENTS, THRESHOLDS 1/2" NCH (12.7 MM) H16H MAXIMUM SHALL BE BEVELED, ROUNDED, OR VERTICAL. II6-608.8 SHOWER ENCLOSURES. ENCLOSURES FOR 5HOWER GOMPARTMENT5 SHALL NOT OBSTRUCT GONTROL5, FAUCETS, AND SHOWER SPRAY UNITS OR OBSTRUCT TRANSFER FROM WHEELGHAIR5 ONTO SHOWER SEATS. II5-608.1 SHOWER FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACES OF SHOWERS SHALL COMPLY WITH SECTION II5-302.1 AND SHALL BE SLOPED 1:48 MAXIMUM IN ANY DIRECTION. WHERE DRAINS ARE PROVIDED, GRATE OPENIN65 SHALL BE 1/4" INCH (6.4 MM) MAXIMUM AND FLUSH WITH THE FLOOR SURFACE. 5=608.10 SOAP DISH. WHERE A SOAP DI5H 15 PROVIDED, IT SHALL BE LOCATED ON THE CONTROL WALL AT 40 INCHES (1016 MY) MAXIMUM ABOVE THE SHOWER FLOOR, ARID WITHIN THE REACH L I M I T5 FROM THE SEAT. II6-601.2 CROSS SECTION. GRAB BARS SHALL HAVE A GRO55 SECTION COMPLYING WITH SECTION I15-60q 2.1 OR 115-60q 2.2. IIB-601.2.1 GIRGULAR GRO55 SECTION. GRAB BARS WITH CIRCULAR GROSS SECTIONS SHALL HAVE AN OUT51 DE DIAMETER OF 1/4" INCHES (32 MY) MINIMUM AND 2 INCHES (51 MM) MAXIMUM. II6-601.2.2 NON-GIRGULAR GROSS SECTION. GRAB BARS WIT NON-GIRGULAR GROSS SECTIONS SHALL HAVE A CR055-5EGTION DIMENSION OF 2 INCHES (51 MM) MAXIMUM AND A PERIMETER DIMENSION OF 4 INGHE5 (102 MM) MINIMUM AND 4.8 INCHES (122 MM) MAXIMUM. II6-60q 3 SPACING. THE SPACE BETWEEN THE WALL AND THE GRAB BAR SHALL BE 1/2" INCHES (38 MY). THE SPACE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS BELOW AND AT THE EN05 SHALL BE 1/2" INCHES (38 MM) MINIMUM. THE 5PAGE BETWEEN THE GRAB BAR AND PROJECTING OBJECTS ABOVE SHALL BE 12 INGHE5 (305 MM) MINIMUM. IIB-60gA POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INGHE5 (838 MY) MINIMUM AND 36 INCHES (q14 MM) MAXIMUM ABOVE THE FIN& FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S USE COMPLYING WITH SECTION II5-604.1, GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL P051 T I ON 18 INCHES (451 MM) MINIMUM AND 27 INCHES (686 MM) MAXIMUM ABOVE THE F I N I5H FLOOR MEASURED TO THE TOP OF THE 6R1 PP I N6 SURFACE. THE HE16HT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH SECTION II6-601.4.1.1 OR II8=601.4.2.1. 5-601.5 SURFACE HAZARDS. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. IIB-60q.6 FITTINGS. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. IIB-601.7 INSTALLATION. GRAB BARS SHALL BE INSTALLED I> ANY MANNER THAT PROVIDES A GRIPPING 5URFACE AT THE SPECIFIED LOCATIONS AND THAT DOES NOT OBSTRUCT THE REQUIRED CLEAR FLOOR SPACE. II5-60q.8 5TRUGTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) 15 APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. IIB-601.1 ALTERNATE CONFIGURATION. L-SHAPED OR U-SHAPED GRAB BARS SHALL BE PERMITTED. architecture & planning er4a- MITCHEL_L- N. SUITE 'C' IRVINE, CALIFORNIA 92614 PHONE: (949) FAX: (949) 752-1177 rAIP PAKOJI S ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL., INC. 1111117ma Oq-16-25 Q Ey 0 U C7 a InwvAI6,4E*]al m kn O N m PROJECT INFO GENERAL JOB NUMBER 24077 PROJECT MGR. PB DRAWN BY 5TAFF PLOT DATE: 10-14-2025 SHEET TITLE GENERAL NOTES SHEET NUMBER r� Cy CITY OF SANTA ANA 1I6-610 SEATS I P I a II5-610.1 GENERAL. SEATS IN BATHTUBS AND SHOWER GOMPARTMENTS SHALL GOMPLY WITH SECTION IIB-61 IIB-610.2 BATHTUB SEATS. THE TOP OF BATHTUB SEA 5 SHALL BE 11 INGHES (432 MM) MINIMUM AND I � INGHES (483 M) MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. THE EPTH OF A REMOVABLE IN -TUB SEAT SHALL BE 15 INGHES (51 Ve MINIMUM AND 16 INGHES (406 MM) MAXIMUM. THE SEA7 5H BE GAPABLE OF 5EGURE PLAGEMENT. PERMANENT SE NT5 AT THE HEAD END OF THE BATHTUB SHALL BE 15 INGHES 351 MM)DEEP MINIMUM AND SHALL EXTEND FROM THE BACK WALL TO OR BEYOND THE OUTER EDGE OF THE BATHTUB. 116-610.3 SHOWER GOMPARTMENT SEATS. A SEAT IN A M a STANDARD ROLL -IN SHOWER GOMPARTMENT SHALL FOLDING TYPE, SHALL BE INSTALLED ON THE SIDE W L a t ADJAGENT TO THE CONTROLS, AND SHALL EXTEND FROM THE BAGK WALL TO A POINT WITHIN 3 INGHE5 (76 MM) OF ITHE GOMPARTMENT ENTRY. A SEAT IN AN ALTERNATE ROLL -IN TYPE SHOWER GOMPARTMENT SHALL BE A FOLDING TYPE, SHALL BE INSTALLED ON THE FRONT WALL OPPOSITE THE BAGK WALL, AND SHALL EXTEND FROM THE ADJAGENT 51DE WALL TO A POINT WITHIN 3 INGHES (16 MM) OF THE GOMPARTMENT ENTRY. IN TRANSFER TYPE 5HOWER5, THE 5EA1 SHALL EXTEND FROM THE BAGK WALL TO A POINT WITHIN 3 INGHE5 (16 MM) OF THE GOMPARTMENT ENTRY. THE TOP OF THE SEAT SHALL BE 11 INGHES (432 MM) MINIMUM AND I� INGHES A53 MM) MAXIMUM ABOVE THE BATHROOM FINISH FLOOR. WHEN FOLDED, THE SEAT SHALL EXTEND 6 INGHES (152 MM) MAXIMUM FROM THE MOUNTING WALL. SEATS SHALL GOMPLY WITH SEGTION II5-610.3.1 OR IIB-610.3.2. II5-610.3.1 REGTAN6ULAR SEATS. THE REAR EDGE OF A REGTAN&ULAR SEAT SHALL BE 2 1/2" INGHES (64 MM) MAXIMUM AND THE FRONT EDGE 15 INGHE5 (381 MM) MINIMUM AND 16 INGHES (406 MM) MAXIMUM FROM THE SEAT WALL. THE SIDE EDGE OF THE SEAT SHALL BE 1 1/2" INGHES (35 MM) MAXIMUM FROM THE ADJAGENT WALL. II5-610.3.2 L-SHAPED SEATS. THE REAR EDGE OF AN L-SHAPED SEAT SHALL BE 2 1/2" INGHES (64 MM) MAXIMUM AND THE FRONT EDGE 15 INGHES (381 MM) MINIMUM AND 16 INGHE5 (406 MM) MAXIMUM FROM THE SEAT WALL. THE REAR E06E OF THE ©LA PORTION OF THE SEAT SHALL BE 1 1/2 11 INGHES (35 MM) MAXIMUM FROM THE WALL AND THE FRONT EDGE SHALL BE 14 INGHE5 (356 MM) MINIMUM AND 15 INCHES (331 MM) MAXIMUM FROM THE WALL. THE END OF THE ©LA SHALL BE 22 INGHE5 (551 MM) MINIMUM AND 23 INGHES (554 MM) MAXIMUM FROM THE MAIN SEAT WALL. IIB=610.4 5TRUGTURAL STRENGTH. ALLOWABLE STRESSES SHALL NOT BE EXGEEDED FOR MATERIALS USED WHEN A VERTIGAL OR HORIZONTAL FORGE OF 250 POUNDS (1112 N) 15 APPLIED AT ANY POINT ON THE SEAT, FASTENER, MOUNTING DEVICE, OR SUPPORTING 5TRUGTURE. Ln 0 Ui w O z Q ry w z w O N O O O N z Q J W z O z 0 0 J m W W O z D O O w 7 Q z / Q n architecture & planning er4a- MITCHEL_L- N. SUITE 'C' IRVINE, CALIFORNIA 92614 PHONE: (949) FAX: (949) 752-1177 rAIP PAKOJI S ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL., INC. 1111117ma Oq-16-25 InwvAI6,4E*]al m kn O N m PROJECT INFO GENERAL JOB NUMBER 24077 PROJECT MGR. PB DRAWN BY 5TAFF PLOT DATE: 10-14-2025 SHEET TITLE GENERAL NOTES Cy SHEET NUMBER LO u 0 >-' Lu Lu :r: (/) "' Lu > 0 u 0 r-­r--0 .... � z <1C _J [L z 0 " 0 _J [I] � >­Lu Lu (/) " z I r-­r--0 st � .... N 0 N / Lu ::; <1C z / <1C [L Lu ::; F >-0 _J [L PROJECT: CALIBER PAVING CO. T-I DEMO A.P .N. 411-063-20 TR.2188 LOT 6 673 YOUNG STREET, SANTA ANA, CALIFORNIA 92705 HONE1 (714) 556-0484 REP1 DARIN GILCHRIESE NOTE1 ADDRESS, CONTRACTOR: GTI COMMERCIAL CONTRACTORS, INC.ONLY 673 YOUNG STREET WILL BE USED. DEACTIVATE, 25801 OBRERO DRIVE, SUITE 5, MISSION VIEJO, CALIFORNIA 92691 PHONE: (949) 583-9300 REP: GENE TRIBOLET PROJECT DATA TOT AL FLOOR AREA: � OCCUPANCY TYPE: B - OFFICE / S-1 -STORAGE )ill CONSTRUCTION TYPE: V-B CALIFORNIA BUILDING CODE: CALIFORNIA MECHANICAL CODE: CALIFORNIA PLUMBING CODE: CALIFORNIA ELECTRIC CODE: CALIFORNIA ENERGY CODE: CALIFORNIA FIRE CODE: ,�-GREEN BLDG. STD. CODE: NON-SPRINKLERED BLDG 2022 EDITION 2022 EDITION 2022 EDITION 2022 EDITION 2022 EDITION 2022 EDITION 2022 EDITION I.CONTRACTOR TO OBTAIN CAL-OSHA PERMIT TO ANY DEMOLITION V'IORK THAT INVOLVES ASBESTOS/ HAZARDOUS V'IASTE REMOVAL/ DISPOSAL/ ABATEMENT. 2.COMPLY V'IITH CBC SEC. 3306 AND SECTION 3303.2 REGARDING PROTECTION Of PEDESTRIANS DURING CONSTRUCTION. 3.CONTRACTOR TO SUBMIT TO BUILDING DEPARTMENT A COPY Of COMPLETED V'IASTE MANAGEMENT REPORT Of DOCUMENTS DEMONSTRATING FINAL COMPLIANCE V'IITH SECTION 301.3.2 AND 408.3.1 SCOPE OF WORK . DEMO PLAN, REMOVE TV'IO MAINTENANCE CARPORTS. REMOVE FOUR STORAGE BLDGS. REMOVE SOME OffflCE SPACES. . DEALTIVATE ADDRESS (614.--681) . NEV'I FRONT Of SITE 8'-0" BLOCK V'IALL t NEV'I ENTRY GATE NOTES THE IMPLEMENTATION OF THESE PLANS REQUIRE A CONTRACTOR AND / OR SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION SPECIFIC TO THIS PRODUCT TYPE AND TYPE OF CONSTRUCTION. WHEN AN AREA IS FOUND TO BE UNRESOLVED OR IN CONTRADICTION, KNITTER PARTNERS INTERNATIONAL, INC. SHALL BE CONTACTED PRIOR TO SYMBOLS BUILDING SECTION REFERENCE A SECTION NUMBER 1.4 SHEET NUMBER DETAIL REFERENCE DETAIL NUMBER SHEET NUMBER KEYNOTE REFERENCE � KEYNOTE NUMBER REVISION DELTA ffi REVISION NUMBER N3V. ABOVE A/C, AIR CONDITIONER ALT. ALTERNATE BA. BATH BM. BEAM BL� BELOW BD. BOARD C,N3. CABINET C5MT. CASEMENT CLG. CEILING i CENTER LINE CER. CERAMIC CLR CLEAR C,ONC,. CONCRETE DET5. DETAILS DIA. DIAMETER D�. DISHWASHER DR. DOOR D.G. DOUBLE GLAZED D5. DOWNSPOUT EA. EACH ELEV. ELEVATION EG. EQUAL EXH. EXHAUST EXT. EXTERIOR FIN. FINISH F.F. FINISH FLOOR F.G. FIXED GLASS FLR. FLOOR F.J. FLOOR JOIST F.M.C. FLOOR MA TERI AL CHANGEFLUOR. FLUORESCENT I-YOUNG ST \.l) <{ <{ _J _J <{ ABBREVIATIONS FTG. FOOTING P.L.PROPERTY LINE F A.IJ. FORCED AIR UNIT RAD. RADIUS FR. FRENCH REF. REFRIGERATOR GI. GALVANIZED R/5 RE-SAWN GAA. GARAGE REV. REVERSE G.D.O. GARAGE DOOR OPENER RDG. RIDGE G.D.GARBAGE DISPOSAL R.RISERGL.GLASS RM. ROOMGRD. GRADE SECT. SECTIONAL G.F.I.GROUND FAULT INTERRUPT SEC. SECURITY GYP. GYPSUM 54P SHELF AND POLE HDR. HEADER 5HLV. SHELVES HT. HEIGHT 51M. SIMILAR H.C.HOLLOW CORE 5.H.SINGLE HUNG LAM. LAMINATED 5L.SLIDING LAUN. LAUNDRY 5.C,.SOLID CORE LAV. LAVATIORY 5G. SQUARE M.MASTER TEMP. TEMPERED M.C. MEDICINE CABINET T.TREADMTL.METAL TYP. TYPICAL MIN.MINIMUM U.N.O.UNLESS NOTED OTHERWISE N.T.5.NOT TO SCALE V.VALLEYO.C.ON CENTER V.P.VAPOR PROOFOPNG. OPENING VOL. VOLUMEOPT. OPTION �.I.C. WALK IN CLOSET 0/ OVER �.H. WATER HEATER PR. PAIR �.P. WEATHER PROOF PAN. PANTRY ��-WINDOW PLT. PLATE w WITH PLY�. PLYWOOD �-WOOD pe, PHOTO CONTROL �.I. WROUGHT IRON PDR. POWDER VICINITY MAP SITE AREA I DYER RD SCALE1 N.T.S. 677, 679, 681, 683, 685 & 687 ADDRESS. CONSULTANTS OWNER CALIBER PAVING CO. 673 YOUNG STREET SANTA ANA, CALIFORNIA 92705 (714)556-0484 REP, DARIN GILCHRIESE DARIN@CALIBERPAVING.COM WWW.CALIBERPAVING.COM CONTRACTOR GTI COMMERCIAL CONTRACTORS, INC. 25801 OBRERO DRIVE, SUITE 5 MISSION VIEJO, CALIFORNIA 92691 (949)683-9300 REP, GENE TRIBOLET GENE@GTICONTRACTORS.COM ARCHITECT KNITTER PARTNERS INTERNATIONAL, INC. 17752 MITCHELL N. SUITE 'C' IRVINE, CALIFORNIA 92614(949) 752-1177 FAX, 752-0151 REP, PHILLIP BUDOVECill PBUDOVEC@KNITTER.COM STRUCTURAL YAGHI CONSUL TING ENGINEERS 112 E. CHAPMAN AVE. SUITE 'D' ORANGE, CALIFORNIA 92866 (714)997-9120 REP, ABE ELECTRICAL TRANSWEST ELECTRIC INC. 1325 PICO ST. SUITE '103' CORONA, CALIFORNIA 92881 (714)618-7439 REP, CIVIL ENGINEER W .H. ENGINEERING GROUP 25 MAUCHLY, SUITE '323' IRVINE, CALIFORNIA 92618 REP, CHEN WAI LIN MAUNG SHEET SCHEDULE ARCHITECTURAL SCHEDULE T5 TITLE SHEET GNI GENERAL NOTES GN2 GENERAL NOTES GN3 GENERAL NOTES A.I EXl51TING 4 DEMO SITE PLANS A.I.I ACCESSIBLE PARKING DETAILS 4 NOTES A:J.� SITE PLAN A.3 REMAIN FLOOR PLAN 4 EGRESS PLAN D.I (E) RESTROOM PLANS AND INTERIOR ELEVATION D.1.1 DETAILS 10 TOT AL ARCHITECTURAL SHEETS ELECTRICAL SCHEDULE E.I EXISTING PANELS - DEMO ELECTRIC SITE PLAN±] E:J.SINGLE LINE DIAGRAM � ELECTRIC, SITE PALN NRCC-ELC FORMS 2 TOT AL ELECTRICAL SHEETS SITE WALL SCHEDULE 5.1 � CMU ML 4 GATE 1 TOTAL SITE WALL SHEET CIVIL ENGINEERING SCHEDULE C.I DRAINAGE PLAN 1 TOT AL CIVIL ENGINEERING SHEET STRUCTURAL ENGINEERING SCHEDULE 5-1 STRUCTURAL 5-2 STRUCTURAL TOT AL STRUCTURAL ENGINEERING SHEET ill PARKING 1 ADA PARKING 21 OPEN PARKING 22 TOTAL NOTE: ADDRESS, ONLY 673 YOUNG STREET WILL BE USED. DEACTIVATE, ill 677, 679, 681, 683, 685 & 687 ADDRESS. REMOVED SQ. FT. DEMO MAINTENAICE I 4 2 2,1)21 SG. FT. DEMO 5TORA6E I, 2, 3 4 4 1,l'fl SG. FT. TOTAL REMOVED 1op1e sc.. FT. REMAIN / NEW SQ. FT. REMAIN / IEl"l OFFICES 1,413 SG. FT. 30% REMAIN / IEl"l l'IAREHOU5E I, 2 4 3 3,32q SG. FT. 10% TOT AL REMAIN / N61 FLOOR PLAN 4,li02 SG. FT. KNITTER PARTNERS INTERNATIONAL, INC. architecture & planning 17752 MITCHELL N. SUITE 'C' IRVINE, CALIFORNIA 92614 PHONE: (949) 752-1177 FAX: (949) 752-0151 WWW.KNITTER.COM ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL. INC. NO. DATE � OGf-16-25 6 REVISION B.D.D, ____ _D, ____ _6 DAR J.k 4-3Cl OF CP.. * PROJE CT INFO JOB NUMBER 24077 PROJECT MGR. PB DRAWN BY AD PLOT DATE: 11-18-2025 SHEET TITLE TITLE SHEET SHEET NUMBER TS CITY OF S*09A ANA Ai' PARKING 1 ADA PARKING 21 OPEN PARKING 22 TOTAL NOTE: ADDRESS: ONLY 673 YOUNG STREET WILL BE USED. DEACTIVATE: 677, 679, 681, 683, 685 & 687 ADDRESS. REMOVED SO. FT. DEMO MAINTENAIGE 1 $ 2 2,821 50. FT. DEMO STORAGE I, 2,3 $ 4 7,147 50. FT. TOTAL REMOVED 10,018 50. FT. REMAIN / NEW SO. FT. REMAIN / NEW OFFICES 1,413 50. FT. 30% REMAIN / NEW WAREHOU5E 1, 2 $ 3 1 3,32150. FT. 10% TOTAL REMAIN / NEW FLOOR PLAN 4,502 50. FT. n p-.. J H W a O Cc a (L/ V I ILI I I F V" /t-) I ITII IT-./ 1- A r tl.dt 1.IT EXISTING SITE PLAN PROPERTY LINE 330.101 (E) 5-1: STORAGE (E) B : OFFICE (9 z he cc Q IL ., W 0 z F- w w Iz F- 0 z O H U) Q w F- w w ry C7 z Z) O F-- U) Q w Pla K rpiI in Cy K tMCM(PAERS F f�WKITIgAyA�6E architecture & planning Ma C$VIDE: MITCHELL N. SUITE 'C' IRVINE, CALIFORNIA 92614 at PHONE: (949) 752-1177 FAX: (949) 752-0151 ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL.. INC. NO. DATE REVISION A 01-I6-25 B.D. Ail N PROJECT INFO JOB NUMBER 24077 PROJECT MGR. F6 DRAWN BY AD PLOT DATE: 1 1-25-2025 SHEET TITLE EXISTING & DEMO SITE PLANS DEMO SITE PLAN SCALE: 1/1�" SHEET NUMBER Aml (E) BUILT-UP ROOF (E) 5TUGG0 O/ B.P. (N) 5TUCCO O/ B.P (E) 2X ROOF FR* (N) METAL FLA5H I r (E) GONG. TILT -UP DETAIL AT WALL PARKING 1 ADA PARKING 21 OPEN PARKING 22 TOTAL NOTE: SEE STRUCTURAL PLAN 52 FOR ATTACHMENT DTL. 1 0 (E) UNIMPROVED AREA ADDRESS: ONLY 673 YOUNG STREET WILL BE USED. DEACTIVATE: 677, 679, 681, 683, 685 & 687 ADDRESS. REMOVED SO. FT. DEMO MAINTENAICE 1 $ 2 2,050. FT. DEMO STORAGE I, 2,3 $ 4 7,147 50. FT. TOTAL REMOVED 10,018 50. FT. REMAIN / NEW SO. FT. REMAIN / NEW OFFICE5 1,413 50. FT. 30% REMAIN / NEW WAREHOU5E 1, 2 $ 3 3,32150. FT. 10% TOTAL REMAIN / NEW FLOOR PLAN 4802 50. FT. 1 aq (E) UTILITY POLE (E) UTILITY EASEMENT NEW SITE PLAN (E) CONCRETE SLAB PROPERTY LINE 330.e)4' 52 A.2 (E) AC PAVING (E) PARKING �(E) UTILITY POLE PROPERTY LINE 330.�0' C�9ITO -1Gil -IF II I II II E E E STORAGE II STORAGE it STORAGE O O O STORAGE I II II �I 0 I II II II II r rr IIII1 !/ uL L ) YIMAINTENANCE p AREA O r 0 III _ E) MAINTENANCE AREA 0 EXISTING FLOOR PLAN DEMO PLAN (E) 5-1: 5TORA6E (E) B : OFFICE (E) 61-611 BLOGK NALL RE RM U212i OC �I ®� ® S�2 RESTROO LEI OGG B RESTRM S OR. SE1 Ij�(E1 STORAGE I.T.TVLE OFFICE OGL 5-1 OGL 5-1 WA OUSE OUSE ®L11 0 O WAREHOUSE CONFERENCE OROOM 9 zi� El ox, T,&7 m PEN !Y� 1 I � nSp (E) 5-1: 5TORA6E �qA_ 673 BUILDING (E) MAIN ENTRANCE TO OFFICE (E) T-611 FENGE (E) B: OFFICE RE RM IlLEl ® ® LE S I OGLB =B E LEI RESTRO0 RESTRM ffO�llE1 ®(E) �+5-1 STOR. STORAGE I.T. OFFICE OFFICE bti0' OGG B Obi rt� 'n OGG rr� r !=== Oui jFE ®(E) WAREHOUSE II ® WAREHOUSE ® �, .' JE OCGBE IIr4 1OFFICE LEI-- ©S� OF O II O WAREHOUSE �� CO ROOMNCE OCG ZL.I O OFuWORK 1!ER4b OPEN OFFI I� I SPACE 11 OW B ROOF fRAMNb II _ 1r1 ROOF FRM9N6 E B �)— TORAG LOBBY OFFICE OFFICE GJ IKI'-b' 673 BUILDING 00 OW B E OFFICE X6 B E L 121v1• 0 it OFFICE z E WORK cc ROOM oca B a �LO� BY oom\ ® W W �I (3I —4 I LLI = I < 1 ®1 - 1 _L 0 oil 11M a < � ''''' O ' I ' I a o d ii w w U) z 0 F- U) w CITY OANA Pla n 'I n Cy KP K tRwCV(fA E R S architecture & planning Mas C$FICE: MITCHEL_L_ N. SUITE 'C' IRVINE, CALIFORNIA 92614 at . PHONE: (949) 752-1177 FAX: (949) 752-0151 ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL.. INC. NO. DATE REVISION 01-I6-25 B.D. A PROJECT INFO JOB NUMBER 24077 PROJECT MGR. F6 DRAWN BY AD PLOT DATE: 1 1—25-2025 SHEET TITLE NEW SITE PLAN & EXISTING FLOOR PLAN / DEMO PLAN SHEET NUMBER Am2 CITY OF S*09A ANA I. PATCH AND REPAIR ALL DEMO AREAS AS NEEDED. 2. 3. OUTLETS LOCATED IN THE "KITCHEN / BREAKROOM" AREAS NEAR A RATER SOURCE NOT IN CONTRACT NOT A PART o EXI5TIN6 WALL TO REMAIN (N) WALL ALIGN FACE OF NEW CONSTRUCTION TO EXISTING ' (E) EXI5TING MATERIAL TO REMAIN I (N) NEW MATERIAL A,' PARKING 1 ADA PARKING 21 OPEN PARKING 22 TOTAL NOTE: ADDRESS: ONLY 673 YOUNG STREET WILL BE USED. DEACTIVATE: 677, 679, 681, 683, 685 & 687 ADDRESS. REMOVED SO. FT. DEMO MAINTENAIGE 1 $ 2 2,821 50. FT. DEMO STORAGE I, 2,3 $ 4 7,147 50. FT. TOTAL REMOVED 10,018 50. FT. REMAIN / NEW SO. FT. REMAIN / NEW OFFICES 1,413 50. FT. 30% REMAIN / NEW WAREHOU5E 1, 2 $ 3 3,32150. FT. 10% TOTAL REMAIN / NEW FLOOR PLAN 4802 50. FT. OCCUPANCY INFORMATION FLOOR AREA 50. FT. LOAD FACTOR OCCUPANT LOAD 101 (E) WAREHOUSE 184 500 50. FT. (NET)/ OGC. 2 102 0 WAREHOUSE 5m 500 5Q. FT. (NET)/ OCC. 2 103 0 WAREHOUSE 1,414 500 5Q. FT. (NET)/ EGG. 3 104 (E) I.T. 42 150 50. FT. (NET)/ EGG. 1 105 (t) RESTROOM 16 150 W. FT. (PET)/ OGG. I 106 0 RESTROOM 65 150 50. Fr. (NET)/ OW. I 101(E) OFFICE 106 ISO 50. FT. (NET)/ Ow. I 106 (E) OFFICE 213 150 50. FT. (NET)/ OGG. 2 Im 0 OFFICE 106 150 SQ. FT. (NET)/ OW. 1 110 0 AORK ROOM 61 150 50. FT. (NET)/ EGG. 1 1110 LOBBY 153 150 5Q. Fr. (NET)/ EGG. 2 112 (E) 57ORA&E 84 150 5Q. FT. (PET)/ EGG. I 113 (E) c*FEF GE ROOM 186 150 5Q. FT. (IETY EGG. 2 114 0 OFFICE 61 ISO 5Q. FT. (NET)/ EGG. I 115 0 OFFICE 61 ISO W. FT. (PET)/ OGG. I 116 0 OPEN OFFICE 913 ISO W. FT. NET)/ OGG. 3 III (E) OFFICE 66 ISO 50. FT. (NET)/ OGG. 1 116 (E) OFFICE 66 150 50. FT. (NET)/ EGG. 1 119 0 STORAGE 153 150 W. FT. (NET)/ OGG. 2 120 0 STORA6E 59 150 W. FT. (NET)/ OGG. 121 (E) RESTROOM 33 150 50. FT. (NET)/ OGG. I TOTAL OGGUPANT LOAD 4,602 31 B/S-1 OCCUPANCY OCCUPANCY USE ENTRANCES AND EXITS TACTILE 516NA6E: TACTILE EXIT SI&NA&E: GBG 5ECTION 1011.4 AND SECTION II13-103. TACTILE EXIT 516N5 SHALL BE REQUIRED AT THE FOLLOAING LOCATIONS: ( A TACTILE EXIT 516N AITH AORD,'EXIT', SHALL IDENTIFY EACH 6RADE LEVEL EXTERIOR EXIT DOOR. (E) 5-1 : STORAGE REMAIN NEW FLOOR PLAN (E) 5-1: STORAGE 3 3 2 12E OGG 5-I IIQ 2 OGG 5-1 STOR. STORAGE I I I I - -I-I GG 5-1 OGG 5-1 k 0- 17 LE) IO2 I LE) I WAREHOUSE WAREHOUSE O O I I I I II (E) ROOF FRAMING __ 3 3 2 EGRESS PLAN `4 �11-b- 73 BUILDIN 3 2FIO-41 El LEI 2 I LE I RESTROO - - I 000 5-I 103 LEI WAREH USE O I I II (E) ROOF FRAMING 3 3 2 C� Pi Ano C� (E) 5: OFFICE (E) 5: OFFICE Pi IR ' � 0006 I OGG B RESTRM �� ®L 10 OFFICE OFFICE PATH OF YEL TO AND I FROM RE5 OOM5 � GG� 0 LEI OFFICE OFFICE I I _ CONFERENCE 11 ROOM OGG B 0(E) OFFICE LEI110 �GG B r -WORK � ROOM GQJ�N OFFICE OGG GT SPAC B LE I 2AE OG B III E I TORAG E LOBBY OFFICE OFFICE 3 3 2 (E) MAIN EN NF TO -- OFFICE W/ () AIGN I �11-b- 673 BUILDING v PATH OF TRAVEL TO AND + I (E) LANDING ON BOTH FROM BUILDING DI 51DE OF GATE. 4'XS' ADA GATE Y V IMI PUSH BAR. 5EE DTL I/D1. SCALE: 1/8"= 1'- O" Pla EXITING PLAN GENERAL NOTES I. EXITING FROM ANY OCCUPIED POINT IN A BUILDING OR STRUCTURE ON THE SUBJECT 517E MUST BE CONTINUOUS, UNOBSTRUCTED AND UNDIMINISHED TO A PUBLIC AAY. PER CHAPTER 10. 2. MEANS OF EGRESS FROM ALL OCCUPIABLE PARTS OF THE BUILDING TO BE PROVIDED WITH AT LEAST 1 FOOT-CANDLE OF LIGHT AT FLOOR LEVEL PER GBG SECTION 1006 SIGNS & IDENTIFICATION I. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED AITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY, AND WITH ADDITIONAL DIRECTIONAL 516N5, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN RAYS. (11115.5b.1.2 & 1127$.3) 2. WHEN SIGNS IDENTIFY PERMANENT ROOMS AND SPACES OF A BUILDING OR SITE, THEY SHALL COMPLY AITH GBG 11115.5.2; 11115.5.3; 11115.5.5; 1111B5.6; 111755.1. EXITING PLAN SPECIFIC NOTES Mas Dat 0 MAIN PATH OF TRAVEL SHALL BE 44" AIDE MIN., TYPICAL. O PROVIDE TACTILE SIGN WITH WORD "EXIT" PER GBG 1011.4 AND SEC. II5-103 SEE DETAIL 2/- 30 PROVIDE TACTILE SIGN AITH AORD "EXIT ROUTE" PER GBG 1011.4 AND SEC. I IB-103 SEE DETAIL 2/- TACTILE 516N AITH AORD5 "EXIT STAIR DOAN" PER GBG 1011.4 AND SEC. II5-103 O TACTILE STAIR LEVEL IDENTIFICATION 516NAGE AITH AORD5 "15T FLOOR, 2ND FLOOR "ETC. (NOTE PROPER FLOOR NUMBER) PER GBG 1022h O AGGE551BLE ENTRY AITH AGGE5515ILITY 51GN (15T FLOOR MAIN ENTRANCE) SEE DETAIL 3/- ® RE5TROOM, IDENTIFY REQUIRED AORK ON RE5TROOM FOR FULL ACCESSIBLE COMPLIANCE. NOTE: VERIFIED IN FIELD. T LEGATION TO BE EXIT EXIT EXI HEIGHT OF LETTERING STAIR ��.�� 5/8" MIN. TO l MAX. ROUTE LETTERING RA15ED I/32 DOWN " 5" 6" NON -GLARE FIN15H WITH CHARACTERS AND SYMBOLS THAT CONTRAST THEIR BACKGROUND CORRESPONDING GRADE II BRAILLE ME55AGE5 1/32" RAISED To NOTE: � VERIFIED IN FIELD. EX IT LEGATION TO BE �7tHEIGHT OF LETTERING 5/5" MIN. TO 2" MAX. LETTERING RA15ED 1/32" 5" ADA GOMFL I ANT TACTILE DISABLE ACCESSIBLE S I GNAGE SUMMAR-(; I. 516N5 TO HAVE RAISED LETTERS AND NUMERALS ACCOMPANIED BY GRADE 2 BRAILLE. 2. RA15ED CHARACTERS SHALL BE AT LEAST 5/b" HIGH, BUT NO HIGHER THAN 2" 3. SIGNS SHALL HAVE NON -GLARE FIN15H AITH CHARACTERS AND 5YMBOL5 THAT CONTRAST THEIR BACKGROUND. 4. 516N5 SHALL BE INSTALLED ON THE HALL ADJACENT TO THE LATCH SIDE OF THE DOOR. 5. AHERE THERE 15 NO WALL SPACE TO THE LATCH 51DE OF THE DOOR, 51GN5 SHALL BE PLACED ON THE NEAREST ADJACENT HALL. MOUNTING HEIGHT SHALL BE b0" ABOVE THE FLOOR TO THE CENTERLINE OF THE 516N. 6, MOUNT 516N5 SO THAT A PERSON MAY APPROACH 3" OF 516NA6E WITHOUT ENCOUNTERING PROTRUDING OBJECT OR STANDING AITHIN THE SWING OF A DOOR TYP. TACTILE SIGNAGE 2 SCALE: 1-1/211: I, -0, < NTERNATIONAL SYMBOL OF ACCESSIBILITY (AHITE SYMBOL ON BLUE BACKGROUND CONFORMING TO COLOR NO. 15OgO IN FEDERAL 57D. 5155) O < ADDITIONAL DIRECTIONAL 516NAGE AS REQUIRED NOTE: MOUNTING LOCATION SHALL BE DIRECTIONAL 50 THAT A PERSON MAY APPROACH AITHIN 3" OF THE SIGN WITHOUT PROTRUDING OBJECTS OR INTRUDING IN THE SWING OF A DOOR. ACCESSIBLE SIGNAGE @ DOOR-( EXITING PLAN LEGEND AREA NOT PART OF THI5 PERMIT o EXISTING HALL TO REMAIN / REFER TO PARTITION PLAN o NEW LOA HALL PER PARTITION PLAN A.5 AND A.b +M PRIMARY EXITS 10 1 1% PATH OF TRAVEL NEW EDGE GLOA EXIT, TYPE X2 277V ALKCO RGLO-FL2-:277-NIGAD-P(5LO2-GW, RECESSED MEET ALL GBG REQUIREMENTS. RE -LOCATE WHERE POSSIBLE. ITEMIZE NUMBERS OF NEW SIGN. EXIT 516N TO PROVIDE 5 FOOT CANDLE ILLUMINATION [GBG 1011.5.21. ALL EXIT 51GN5 $ EXIT ILLUMINATION TO BE ON BATTERY BACK UP POWER $ SEPARATE CIRCUIT [GBG-1011.5.3]. AND TACTILE PER GBG CODE. ® BUILDING STANDARD PORTABLE FIRE EXTINGUISHER, MINIMUM RATING OF 2A-I050 0 ACCESSORY SPACE, ZERO OCCUPANTS (E) EXITING FIXTURE TO REMAIN hn 'I n Cy KPI K tMCM(PAERS architecture & planning EEVIDE: MITCHEL_L_ N. SUITE 'C' IRVINE, CALIFORNIA 92614 • PHONE: (949) 752-1177 FAX: (949) 752-0151 ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL., INC. NO. DATE REVISION A 01-16-25 S.D. 0 0 0 0 Q H N O1 w PROJECT INFO JOB NUMBER 24077 PROJECT MGR. FB DRAWN BY AD PLOT DATE: 11 -25-2025 SHEET TITLE REMAIN / NEW FLOOR PLAN & EGRESS PLAN SHEET NUMBER Am3 0 Q N 0 0 J a_ CITY OF SANTA ANA GENERAL NOTES: q I NOTE: P I a NOTE: I. DO NOT SCALE DRAWINGS -USE DIMENSIONS ONLY. FOR DIMENSIONS NOT SHOWN OR IN QUE:5TION, CONTRACTOR SHALL 1. APPROPRIATE INFORMATION MUST BE I. TACTILE WARNINGS ON WALKING SURFACE 5 SHALL CONSIST OF CONCRETE RUBBER OR PLASTIC RAISED SURFACE 5 (TRUNCATED DOME) NOTIFY FOR CLARIFICATION FROM ARCHITECT PRIOR TO UNAUTHORIZED PROVIDED FOR ADDRESS AND TELEPHONE 2. COLOR TO BE CONFORMING TO F533535 OF FEDERAL STANDARD 5015C (YELLOW) PROCEEDING. VEHICLES NUMBER 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND PARKED IN 2. SIGN SHALL BE POSTED AT ENTRANCES 3. DETECTABLE WARNING SURFACES AT OTHER LOCATIONS SHALL PROVIDE: A 70% MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES. CONDITIONS 5HOW ON THE DRAWINGS AND IMMEDIATELY NOTIFY DESIGNATED TO OFF-STREET PARKING FACILITIES OR WHERE DETECTABLE'. WARNING SURFACE DOES NOT PROVIDE A 70% MINIMUM CONTRAST, A 6 INCHES WIDE MINIMUM VISUALLY CONTRASTING SURFACE ARCHITECT OF ANY DISCREPANCIES AND ERRORS PRIOR TO ACCESSIBLE ADJACENT TO AND VISIBLE FROM EACH SHALL SEPARATE THE DETECTABLE WARNING FROM THE ADJACENT WALKING SURFACES AND VISUALLY CONTRAST WITH BOTH EITHER LIGHT ON DARK PROCEEDING WITH THE WORK. SPACES NOT SPACE OR DARK ON LIGHT. 3. ALL MATERIALS AND WORK SHALL CONFORM TO ALL DISPLAYING GOVERNING AGENCIES AND APPLICABLE GORES. D 15T I NGU 15H I NG WHITE LETTERING 4. SPECIFY DETECTABLE WARNING PRODUCT AND INCORPORATE A COPY OF STATE APPROVAL ON PLAN. IF PRODUCT IS NOT STATE -APPROVED, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING I" H 1 GH MINIMUM INCORPORATE A COPY OF PRODUCT WARRANTY ONTO DRAWINGS PER DEPARTMENT POLICY GBG 1133B.5.5 (COPY AVA I ABLE: ON BUILDING DIVISION ALL APPLICABLE PERMITS AND FURNISHING THE OWNER A COPY PLACARDS OR V E:B PAGE:). OF WITH ALL PERMITS AND FINAL ACCEPTANCES GRANTED BY SPECIAL LICENSE THE UTILITY COMPANIES AND REGULATORY AGENCIES INVOLVED. PLATES ISSUED 5. CONTRACTOR TO PROVIDE A DETECTABLE WARNING PRODUCT SAMPLE TO THE BUILDING INSPECTOR FOR APPROVAL OF COLOR CONTRAST WITH 5. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY FOR PERSONS FINISH SURFACE. M UPON D I5COVERI NG ANY ASBESTOS AT THE: JOB51 TE IN ORDER WITH DISABILITIES a s FOR THE OWNER TO MAKE ARRANGEMENT FOR PROPER WILL BE TOWED 6. TRUNCATED DOMES. REMOVAL BY A LICENSED ASBESTOS REMOVAL CONTRACTOR. Q AWAY AT Dat 6. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED. 7. ONLY APPROVED D5A-AG DETECTABLE WARNING PRODUCTS AND DIRECTIONAL SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CONSTRUCTION WORK SHALL PROCEED IN SUCH AMANNER AS OWNER'S CODE OF REGULATIONS (CCR), TITLE 24, PART I, CHAPTER 5, ARTICLE 2,3 AND 4." (GBG SEC. 1112A.01 AND IIB-705.3). TO MINIMIZE THE SPREAD OF DUST AND FLYING PARTICLES AND EXPENSE. <BLUE BACK GROUND TO PROVIDE SAFE WORKING CONDITIONS FOR PERSONNEL. TOWED VEHIGLE5 7. EXIT DOORS SHALL BE OPERABLE: FROM THE: INSIDE: MAY BE WITHOUT THE USE OF KEY OR ANY SPECIAL KNOWLEDGE OR RECLAIMED BY EFFORT. SPECIAL LCKING DEVICE SHALL BE AN APPROVED TELEPHONING THE TYPE. POLICE DEPT. 5. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT (q41) 644-3651 LEAST ONE STANDARD SIGN WITH ADDITIONAL 51 GN5, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. a. ALL PRIMARY E:NTRANCE5 TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. 0 I/2" RADIUS LOBBY 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION ADA GATE W/ AND COORDINATION OF SUBCONTRACTORS WORK TO SECURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE ACCURATE PUSH BAR LOCATION STRUCTURAL MEMBERS, AND OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. SUMMIT SHOP DRAWINGS AND CATALOGS OF EQUIPMENT AS REQU I RED. ISA PARKING SYMBOL 2 II. PATCH ALL D OR ALTERED - DURINGNGONSPAIR SHALL TRUCTION.ITEMS ALL PATCHES SHALLLBLED WITH /F CENTER OF STALL ADJACENT MATERIAL, COLOR, FINISH, AND TEXTURE. ALL NOTE: EXISTING WORK FURNISHINGS, EQUIPMENT OR MATERIAL TO /Z REMAIN THAT ARE DAMAGED BY THE CONTRACTOR'S OPERATION ALL ADA WALKS, RAMPS, PARKING, sk SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE: OWNER. GURSS, ENTRANGE, ETG. ARE SU13JEGT 12. REFERENCE ALL DRAW I NG5 AND SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING CONSTRUCTION. TO FIELD INSPEGTION. (E) MAIN ENTRANGE TO 13. CONTRACTOR SHALL COORDINATE ALL DISCIPLINES WITHIN OFFIGE W/ ADA SIGN THESE DOCUMENTS. 14. PROVIDE LABOR MATERIAL, EQUIPMENT AND SERVICES REQU I RED TO EXECUTE AND COMPLETE ALL ITEMS OF WORK AS SHOWN OR INDICATED ON THE: DRAWINGS AND AS SPECIFIED, SOLID WHITE I NG I DENTAL ITEMS TO EFFECT A FIN 1 SHED AND COMPLETE JOB. TRAFF I G PAINT 15. STRUCTURAL WORK, INCLUDING MATERIAL 5TRE55E5 AND SYMBOL METHODS OF CONSTRUCTION, SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED BUILDING CODE, OSHA AND GOVERNING AGENCIES HAVING JURISDICTION. 16. CONTRACTOR SHALL USE CONSTRUCTION METHODS THAT 4 ARE: IN STRICT ACCORDANCE: WITH MANUFACTURE'.R'5 SOLID BLUE SPECIFICATIONS. TRAFFIC PAINT 17. CONTRACTOR SHALL FURNISH AND MAINTAIN TEMPORARY BACKGROUND SANITATION FACILITIES AS REQUIRED DURING CONSTRUCTION. 15. CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR BRAG I NG AND 5HORI NG OF THE STRUCTURE DURING CONSTRUCTION TO ENSURE STABILITY. I�. CONTRACTOR SHALL PROVIDE: AND INSTALL STIFFENERS,BRACING, \ / PATH OF TRAVEL EL TO AND I BACK-UP PLATES AND SUPPORTING BRACKETS FROM THE ENTRY DOOR REQUIRED FOR INSTALLATION OF ALL CASEWORK AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. 20. GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE COORDINATION AND EXECUTION OF ANY AND ALL IN ACCORDANCE: WITH THE TRUE: INTENT OF THE: DRAWINGS AND SPEC I F I GATI ONS WH I GH ARE IN EFFECT. 3'-0" AL 1 GN END OF STALL 21. ANY CHANGE IN PLANS OR SPECIFICATIONS SHALL BE APPROVED BY THE ARCHITECT OR THE ARCHITECT'S NOTE: REPRESENTATIVE. SYMBOL MUST BE LOCATED IN STALL 22. ALL OWNER'S EQUIPMENT 15 TO BE INSTALLED BY THE 50 THAT IT 15 V 151 BLE BY A TRAFF I C 4'-O" OWNER'S SUPPLIER AND CONNECTED BY THE CONTRACTORS ENFORCEMENT OFFICER WHEN A UNLE'.55 SPEC 1 F 1 E:D OTHE:RW I5E:. GENERAL CONTRACTOR SHALL VEHICLE 15 PROPERLY PARKED IN THE COORDINATE EQUIPMENT INSTALLATION DATE WITH EQUIPMENT SPACE (CENTERED AT ENTRANGE TO SUPPLIER. STALL) 23. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY POWER, ACCESSIBLE PARKING SIGN 3 LIGHT, AND TELEPHONE AS REQUIRED IN ACCORDANCE WITH THE OWNER'S REQUIREMENTS. GENERAL CONTRACTOR SHALL REMOVE ALL THESE ITEMS AT THE COMPLETION OF WORK OR AS � q „ RE'.QU I RE:D. REFLEGTORI ZED 24. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL SIGN TIMES. ALL APPROVED DRAWINGS INCLUDING ALL REVISIONS AND l✓ CONSTRUCTED ADDED. OF PORCELAIN 25. UNLESS OTHERN15E NOTED, INTERIOR PARTITION D I MEN51 ON5 ARE G 1 VEN FROM FACE OF FIN 15H SURFACE TO STEEL WITH/ U BEADED TEXT z FACE OF FINISH SURFACE, OR FACE OF FINISH SURFACE TO COLUMN CENTER LINE:. BLUE OR EQUAL O 26. ALL DOORS TO BE INSTALLED 4" OFF ALL ON HINGE W SIDE, UNLESS NOTED OTHERWI5E. ( v 4 Cl FULL IA. OF OF CURB LANDING WHITE °J 0 q" TO O.q " d ASE DI MIN 0.6 ' BASE ACIN6 O 0 VAN RA15ED TRUNCATED O O O I/2" RADIUS DOME 2% TYP YELLOW = O O O MINIMUM FINE�$250 MINIMUM FINE $250 5L� OPE DOME o H O O o RA15ED TRUNCATED DOME PATTERN IN -LINE O VAN AGGESSIBLE _ o o o � NOTES: O I. CURB RAMPS SHALL HAVE A DETECTABLE WARNING SURFACE THAT EXTENDS THE RILL WIDTH, AND MIN. 3 FEET OF DEPTH OF THE RAMP. O w 2. THE EDGE OF THE DETECTABLE WARNING SURFACE NEAREST THE STREET SHALL BE BETYM b' AND b' FROM THE GUTTER FLOW LINE, OR CURB FACE. O 0 TYP. IIB-105.1.1.3 6ENERAL DETECTABLE WARNING O C ,Z-c CONTRAST. DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT WALKING S EXISTING 2 SURFACES EITHER LIGHT -ON -DARK, OR DARK -ON -LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST $ NOTE: NO RKI ADA 51GN SHALL BE AN INTEGRAL PART OF THE SURFACE. CONTRAST SHALL. BE DETERMINED BY: 1. SIGN TO BE CENTERED AT THE AS 2 CONTRAST= [0-0Bilmoo PERCENT * RE BI=LI6HT REFLECTANCE VALUE (LRV) OF THE L16HTER AREA AND INTERIOR END OF PARKING SPACE o B2=LI6HT REFLECTANCE VALUE (LRV) OF THE DARKER AREA. 2. AREA OF 5I GN TO BE A MINIMUM OF ~ 70 SQ. IN. 3. DESIGNATE FOR "VAN ACCESSIBLE" WHERE APPROPRIATE ACCESSIBLE CURB RAMP & 5 UNAUTHORIZED PARKING SIGN 4 EXISTING ACCESSIBLE PARKING STRIPPING DETAIL 1 DETECTABLE WARNING SURFACE Irgc. architecture & planning IF��2 MITCHELL N. SUITE 'C' f�E, CALIFORNIA 92614 PHONE: (949) 752-1177 LAX: (949) 752-0151 ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL., INC. NO. DATE REVISION Z1 01-16-25 S.D. in 0 N aN W PROJECT INFO JOB NUMBER 24077 PROJECT MGR. PB DRAWN BY AD SHEET TITLE ACCESSIBLE PARKG DETAILS & NOTES �i19=2 1 P61L51IN M-1 MJ Alml LO 0 0 J Q W O N z Q J n z 0 z CD 0 J m T w w m 0 z 0 i 0 N N O N w Q z / Q 0. a'-0" 1'-1" SEE DETAIL SHEET 01.1 FOR ALL EXISTING DIMEN510N5 0F FIXTURES. EXISTING FLOOR RESTROOM PLANS REFER TO INTERIOR DE516N PLANS FOR ALL INTERIOR FINISHES NOT 5HOWN HERE. GATE F FLR LIP EXTERIOR SCALE: 1/4": 1'-0" 50ALE: 1/4" : 1'-0" IqRE5TROOM. 121 131 AGGE551BLE URINAL 4❑ RE5TROOM DOOR 516N, REFER TO DETAIL 12/DI.I 5 RE5TROOM WALL 516N, REFER TO DETAIL 10/DI.I AND SHEET TIA 6❑ GRAB BAR, REFER TO I/DI.I FOR 51ZE AND HEIGHT -� SANITARY NAPKIN WA5TE, TOILET PAPER AND SEAT COVER DISPENSER, REFER TO 14/0I.I FOR HEIGHT 8❑ PAPER TOWEL 015PEN5ER $ D15P05AL, REFER TO 14/01.1 FOR HEIGHT AND DETAIL q❑ LAVATORY, REFER TO 4/01.1 FOR HE16HT $ DETAIL 10 AGGE551BLE WATER GL05ET - REFER TO SHEET TIA ITI NOTE: AT LEAST ONE 51DE PARTITION SHALL PROVIDE A TOE CLEARANCE OF Q" INCHE5 MINIMUM ABOVE THE FIN15H FLOOR AND 6" INCHES DEEP MINIMUM BEYOND THE 6OMPARTMENT-5IDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENT5 AT TOE CLEARANCE5 SHALL BE SMOOTH WITHOUT SHARP E06E5 OR ABRASIVE 5URFAGES. TOE CLEARANCE AT THE 5IDE PARTITION 15 NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" INCHE5 WIDE. CBG II5-604.8.1.4 A H E SEE D SHEET B G Vv F C ROOM WALL INDICATOR (A) (:B)(:C) (:D) 0 0 0 TING A 4" : 11-011 106-N NSTRUCTION 48"X48" MIN. (E) LANDING ON BOTH 5IDE OF GATE E HIGH . IM // 0 N �TY OFSANTA Y Pla r�aI n c KA-pTpw6VieTdERS F �FMWT%DANCE architecture & planning _ 17752 MITCHELL N. SUITE 'C' May IrH F, CALIFORNIA 92614 Dat PHONE: (949) 752-1177 FAX: (949) 752-0151 WWW.KNITTER.COM ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 IS" tint. D MAN GATE 3'-0" X 8'-0" W.I. WITH VON DUPRIN 33A/35A RIM MOUNT PANIC. DEVICE WITH 360 LEVER5ET 4 KEY INSTALL PER MANUFACTURE IN5TRUCTION5 GATE MOUNTED TO TUBE STEEL P05T SET IN CONCRETE 3" X 3" X 1/4" TUBE STEEL PO5T PANIC, BAR MOUNTED TO GATE WITH 48" X 12" 1/8" STEEL PANEL — SMOOTH SURFACE ON GATE WITHIN 10" TO THE WALKING SURFACE 4'-0" X 81-0" MAN GATE 2" X 2" X 1/4" TUBE STEEL FRAME WITH I" 5TELL PICKETS 3" X 3" X 1/4" TUBE STEEL P05T 4 X 4 WELDED HINGES o WALKING SURFACE -cv cn F r w N p ;I WIDE CONCRETE Ai THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL. INC. NO. DATE REVISION 01 01-16-25 B.D. 0 0 0 PROJECT INFO JOB NUMBER 24077 PROJECT MGR. P5 DRAWN BY AD PLOT DATE: 1 1—25-2025 HEET TITLE (E) �RESTROOM PLANS 8 INTERIOR ELEVATION & NEW GATE SHEET NUMBER I NEW GATE I UNDER SEPERATE PERMIT I � 11 ' D I Q N O 0 w 0 J n PAPER TOVEL SOAP SANITARY DISPENSER 4 DISPENSER NAPKIN DISPOSAL HASTE SEAT COVER DISPENSER TOILET PAPER DISPENSER CBC B- ".4 FIN. FLR PROVIDE INSULATION OR OTHER PROTECTION FOR PIPE AND DRAIN LINES 36" MAX. NOTE: RE5TROOM ACCE50RIE5 TO BE BUILDING STANDARD ALL D15PEN5ERS 48" MAX. TO HIGHE5T OPERABLE PART ACCESSIBLE RESTROOM HEIGHTS � z m2- F.F. 1113405.2 13 08" SOLUTE) BACK WALL ACCESSIBLE WATER CLOSET AND GRAB BAR DETAIL N.T.5. I. WALL 516NA6E TO BE MADE FROM 1/4" THICK MATERIAL. 2. THE CHARACTER5 AND BAGK6ROUND OF THE L�THE� 0516N15 AD COLOR AND CONTRAST OF THE 516N 015TIXTIVELY CONTRA5T5 AITH THE COLOR AND CONTRAST OF THE HALL. 3. TEXT DESCRIPTION OF RESTROOMS U5A6E PLACED DIRECTLY BELOA THE PIGT06RAM. TEXT 15 5AN5-5ERIF UPPERGA5E LETTERS RAISED I/32' OFF OF 516NS SURFACE. TEXT MUST AL50 INCLUDE 6RADE II BRAILE. TEXT MUST BE A MINIMUM 5/8', MAXIMUM 2" HIGH. 4. MOUNT SIGN ON WALL ADJACENT TO THE LATCH 51DE OF THE DOOR, 60" AFF TO THE 516N CENTERLINE. WHEN THERE 15 NO WALL SPACE ON THE LATCH SIDE OF THE DOOR, INCLUDIN6 AT DOUBLE LEAF DOORS - 516N5 SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTIN6 LOCATION ALLOWS A PER50N TO APPROACH AITHIN 3" OF THE 5I6NA6E lz WITHOUT ENCOUNTERIN6 PROTRUDING OBJECT5 OR 5TANDIN6 AITHIN THE SWING OF A DOOR 4iP'= i r INTERNATIONAL \ r PICTOGRAM FOR ACCE551BILITY - MITE FI6URE5 ON A BLUE BACKGROUND WOMEN 5. SEE DETAIL 12 - ON THI5 SHEET FOR FURTHER MOUNTIN6 INFORMATION CASE CHARACTERS ,IN6 RA15M 1/32' i i -HEIGHT OF LETTERIN6 5/8" MIN. TO 2' MAX. CORRE5PONDIN6 6ADE II BRAILE SHALL BE LOCATED DIRECTLY BELOW CENTERED OR FLUSH LEFT OF TACTILE CHARACTER. 5 GBG 115-6052 �f ACCESSIBLE URINAL 14 REIST ,ROOM WALL SIGNAGE 10 6 GBG 11 B 605.2 15 I. DOOR SIGNAGE SHALL BE MADE FROM 1/4" THICK MATERIAL. THE COLOR AND AND CONTRAST OF THE 516N DISTINCTIVELY SHALL BE IN CONTRAST WITH THE COLOR OF THE DOOR PER GBG 2. MOUNT 516N5 ON THE LEFT SIDE OF DOOR CLEAR OF DOOR-SWIMAND AT 60" TO MAX TO THE HI6HE5T TACTILE CHARACTER5, GBG 18-103.4.1 1 \ � 10 SEE BELOW o� 5= EQ AOMEN5' 516N - 12" DIAMETER CIRCLE MEN5' 516N - EQUILATERAL TRIANGLE AITH ED6E5 12" LONG AND VERTEX POINTIN6 UPWARD UNISEX SIGN - A 12" DIAMETER CIRCLE AITH AN 1/4" THICK EQUILATERAL TRIANGLE SUPERIMP05M WITHIN THE CIRCLE NOTE: CHAMFER OR EA5E ED6E5 WITH A MIN. RADIUS OF I/V 111-4042.3 CLEAR WIDTH DOOR OPENIN65 SHALL PROVIDE A CLEAR AIDTH OF 32 INCHES MINIMUM. CLEAR OPENIN65 OF DOORWAYS WITH SAWN* DOORS SHALL BE MEA5URW BETVEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DE6REE5. OPENIN65 MORE THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENIN65 OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING AIDTH LOWER THAN 34 INCHES ABOVE THE FIN15H FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING AIDTH BETAfEN 34 INCHES AND 80 INCHES ABOVE THE FIN15H FLOOR OR GROUND SHALL NOT EXCEED 4 INC IE5. II13-4042.4 MANEUVERING CLEARANCES. MINIMUM MANEUVERING CLEARANCES AT DOORS AND 6ATE5 SHALL COMPLY WITH SECTION 116-4042.4. MANEUVERIN6 CLEARANCE SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH 51DE OR HINGE SIDE CLEARANCE. 1115 4042.7 DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHE5, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY AITH SECTION IIB-309.4 OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FIN15H FLOOR OR GROUND. WHERE 5LIDIN6 DOORS ARE IN THE FULLY OPEN POSITION, OPERATIN6 HARDWARE SHALL BE EXP05ED AND USABLE FROM BOTH SIDES. IIB-4042.4 DOOR AND 6ATE OPENING FORGE. THE FORGE FOR RbHIN6 OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOA5: I. INTERIOR HINGED DOORS AND 6ATE-5: 5 POUNDS MAXIMUM. 2.5LIDIN6 OR FOLDING DOORS: 5 POU05 MAXIMUM. 3. REQUIRED FIRE DOORS: THE MINIMUM OPENIN6 FORGE ALLOWABLE BY THE APPROPRIATE ADMIN15TRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 4. EXTERIOR HINGED DOORS: 5 POUNDS THESE FORGES DO NOT APPLY TO THE FORGE REQUIRED TO RETRACT LATCH BOLTS OR D15EN6A6E OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A OL05ED POSITION. 115-4042.10 DOOR AND GATE SURFAGE5 906IN6 DOOR AND 6ATE SURFAGE5 WITHIN 10 INCHES OF THE FIN15H FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PU5H 51DE EXTENDING THE FULL WIDTH OF THE DOOR OR 6ATE. PARTS GREATIN6 HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16" INCH OF THE SAME PLANE A5 THE OTHER AND BE FREE OF SHARP OR ABRASIVE E06E5. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE GAPPED. HARDWARE TYPE TO BE SELECTED BY CLIENT AND APPROVED SEPARATELY AND TO COMPLY WITH GORE ABOVE. DOOR HARDWARE NOTES DOOR FORCE NOTES 5AGKIN6 PLATE, SUPPORT POINT LOAD OF 250 POUND5 MIN. PER 11156.1 I-I/4" TO 1-I/2" NOMINAL DIAMETER WALL 7 PROVIDE INSULATION OR OTHER PROTECTION FOR PIPE AND DRAIN LINES TOE EARANGE b V" MIN z z I r- Q- �TY OF SANTA P la ran P I I n 17752 MITCHELL N. SUITE 'C' May I�`�/[f� �, CALIFORNIA 92614 Da PHONE: (949) 752-1177 FAX: (949) 752-0151 WWW.KNITTER.COM ©KNITTER PARTNERS INTERNATIONAL ALL RIGHTS RESERVED 2025 r o o LEVER VALVE Al I � I I I II' MNV. ATINSULATION CLEAR FLOOR SPACE 1161 RESTROOM DOOR SIGNAGE 1121 SECTION THROUGH TYR GRAB BAR I g I ACCESSIBLE LAVATORY HEIGHTS 14 THIS DOCUMENT IS THE PROPERTY AND COPYRIGHT OF KNITTER PARTNERS INTERNATIONAL, INC. AND SHALL NOT BE USE ON ANY OTHER WORK, BE REPRODUCED OR DISCLOSED TO OTHERS EXCEPT BY WRITTEN AUTHORIZATION FROM KNITTER PARTNERS INTERNATIONAL. INC. NO. DATE REVISION 01 Oq-16-25 S.D. 0 0 PROJECT INFO JOB NUMBER 24077 PROJECT MGR. PB DRAWN BY AD PLOT DATE: 10-15-2025 SHEET TITLE ACCESSIBLE RESTROOMS DETAILS SHEET NUM13ER Dlml LEGEND EXISTING CONTOUR PROPOSED CONTOUR SPOT ELEVATION PROPOSED PAVEMENT OVERLAY EXISTING SIDEWALK EXISTING AC PARKING EXISTING LANDSCAPE EXIST WALL FLOW LINE PROPERTY LINE SURFACE SLOPE STORM DRAIN SLOPE DF DEEPENED FOOTING PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE TW TOP OF WALL TF TOP OF FOOTING HP HIGH POINT TC TOP OF CURB 100 100 100FS X.X% S=X.X ℄ MO O N E Y D R I V E EXISTING BUILDING (FF = 100.00) (99.92) ES 1% 1% 1% 1% 1%1% (99.92) ES (99.92) ES (99.92) ES (99.95) ES (99.95) ES (99.95) ES (99.67) ES (EXIST) (99.92) ES 100.20 FS, HP 100.20 FS, HP 100.20 FS, HP 1% (99.50) ES 100.00 FS (99.37) FL (EXIST) (98.20) FL (98.33) FS (E X I S T ) (98.91) FS (EXIST) (98.78) FL (E X I S T ) (E X I S T ) (98.93) ES (E X I S T ) 1% (EXIST) (E X I S T ) (E X I S T ) EXISTING PLANTER EXISTING CONCRETE V-GUTTER 1 EXISTING ASPHALT PAVEMENT (E X I S T ) (2%) 100.00 FS (99.92) ES 100.00 FS (99.95) ES EXISTING SLAB (FF = 100.00) (99.92) ES EXISTING PLANTER EXISTING INLET TO PROTECT IN PLACE (99.06) FL EXISTING PROPERTY LINE WALL 100.00 FS (99.92) ES 100.00 FS (99.95) ES 100.00 FS (99.95) ES (E X I S T ) 20 ' 20 ' 40 ' (E X I S T ) (E X I S T ) (E X I S T ) (E X I S T ) EXISTING CONCRETE WALKWAY (EXIST)(EXIST) EXISTING PLANTER EXISTING CONCRETE WALKWAY 1 CONSTRUCTION NOTE 1 OVERLAY PAVEMENT ON TOP OF EXISTING SLAB TO GENERATE MINIMAL SLOP AT 1% FROM CENTER OF THE EXISTING SLAB. 100 105 110 95 90 100 105 110 95 90 ⅊ EXIST WALL ⅊ 1%1%(2%)(1%)(EXIST)(EXIST) HP (EXIST) EXIST CONCRETE WALKWAY 2. 5 " P A V E M E N T OV E R L A Y EXIST FENCE EXIST PLANTER DR A I N A G E P L A N DRAINAGE PLAN SCALE 1"=20' RE F E R E N C E S PU B L I C W O R K S A G E N C Y 1 RE V I S I O N S SH E E T O F 67 3 , 6 7 7 , 6 7 9 , 6 8 1 , 6 8 3 , 6 8 5 & 6 8 7 Y O U N G S T R E E T , WA I L I N M A U N G C H E N C- 8 3 4 8 7 PN . X X X X X RE C O M M E N D E D : RE C O M M E N D E D F O R C O N S T R U C T I O N : DE S I G N E D : W. C . DR A W N : CH E C K E D : RC E N O . : RC E N O . : DE P U T Y C I T Y E N G I N E E R PR E P A R E D U N D E R T H E S U P E R V I S I O N O F : MM / Y Y Y Y MM / Y Y Y Y MM / Y Y Y Y MM / Y Y Y Y MM / Y Y Y Y DA T E PR O J E C T B E N C H M A R K : CO N S T R U C T I O N C O M P L E T E D : BE N C H M A R K D E S C R I P T I O N BE N C H M A R K N O . : EL E V . : IN S T A L L E D AP P R O V E D DE S C R I P T I O N IN I T I A L S DA T E NU M B E R 7/ 1 4 / 2 0 2 5 7/ 1 4 / 2 0 2 5 PL O T D A T E : S A N T A A N A , C A L I F O R N I A 9 2 7 0 5 SCALE 1"=20' 4020010203040 SECTION A-A SCALE 1"=10' 1 SH U C R I ( C H U C K ) Y A G H I ST R U C T U R A L E N G I N E E R I N G 11 2 E . C H A P M A N A V E S U I T E D OR A N G E , C A 9 2 8 6 6 P H . 7 1 4 - 9 9 7 - 9 1 2 0 YA G H I - E N G I N E E R S @ L I V E . C O M CA L I B E R P A V I N G C O . - T . I . N E W C M U W A L L & G A T E 67 3 , 6 7 7 , 6 7 9 , 6 8 1 , 6 8 3 , 6 8 5 , 6 8 7 Y O U N G S T SA N T A A N A , C A 9 2 7 0 5 S1 SH U C R I ( C H U C K ) Y A G H I ST R U C T U R A L E N G I N E E R I N G 11 2 E . C H A P M A N A V E S U I T E D OR A N G E , C A 9 2 8 6 6 P H . 7 1 4 - 9 9 7 - 9 1 2 0 YA G H I - E N G I N E E R S @ L I V E . C O M CA L I B E R P A V I N G C O . - R O O F R E T R O F I T 67 3 Y O U N G S T SA N T A A N A , C A 9 2 7 0 5 S2 EA S T Y O U N G S T R E E T (E) WAREHOUSE (E) WAREHOUSE (E) STORAGE (E) STORAGE (E) STORAGE (E) MAINTENANCE AREA (E) MAINTENANCE AREA (E) STORAGE 9'-9 12" (E) WAREHOUSE (E) I.T. (E) MEN'S R.R. (E) WOMEN'S R.R. (E) OFFICE (E) WORK ROOM (E) LOBBY (E) OPEN OFFICE (E) CONFERENCE ROOM (E) LUNCH ROOM (E) OPEN OFFICE EA S T Y O U N G S T R E E T (E) WAREHOUSE (E) WAREHOUSE (E) WAREHOUSE (E) I.T. (E) MEN'S R.R. (E) WOMEN'S R.R. (E) OFFICE (E) WORK ROOM (E) LOBBY (E) OPEN OFFICE (E) CONFERENCE ROOM (E) LUNCH ROOM (E) OPEN OFFICE SKELTON SERVICES 2740 E JACKSON AVE. ORANGE, CA 92867 714 633-5041 CITY OF SANTA ANA Planning and Building Agency SHUCRI YAGHI CONSULTING ENGINEERS, INC. Approved Residential & Commercial. License No. C43205 FOR PERMIT ISSUANCE 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 yaghi-engi eers@live.com Master ID: STRUCTURAL CALCULATIONS Date: DESIGNED BY: S , l y JOB NUMBER: DATE: PROJECT: Y 0S s CLIENT: G T r BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 EDITION AND CALIFORNIA BUILDING CODE 2022 EDITION, L.A.C. CODE 2023 MATERIALS: Except as otherwise specified herein: Concrete TYPE "II" 2,500 PSI at 28 days. Qq'OFES j Concrete Block Grade N. Light Weight Units, ASTM C-90 �GRI . y„ l Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) CD � z Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) 205 Structural Pipe 22,000 PSI (ASTM A-36) 3-31-2026 K Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams 2,400 PSI (D.F.- Larch Comb."A" or Comb. civic fie' 24F) OF CA, Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. Soils Bearing Pressure 1500 PSF min. unless specified in soils report. DATE SIGNED: DESIGN REFERENCE: (Including Charts & Tables from): Lumber & Timber Wood Structural Design Data (Volumel ) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Brick Masonry Industry 3/28/25. 1:29 PM U.S. Seismic Design Maps USES web services were down for some Period of time and as a result this tool wabn't operational. n USGS web services are now operational so this tool should work as expected 673 Young St, Santa Ana, CA 92705, USA Latitude, Longitude: 33.7110457,-117.8571832 CITY OF SANTA ANA Planning and Building Agency in rimeout error. iI Approved F0 T I I&NCE Master ID: Date: Weddy's Studio Cornf rt 1wi & ult M . 0-ai c'. Col-tnty john.. Hotel Terrace Holovision Ernmett St Goetz Ave L a1:=1'3 Plus Ors#t-ce . ALAO'Ch10r System Cotjnty :tt'Na",")part INI­ith Costa Mesa, Moving �� �t� ts.: �� Holiday inn Go gle Delivery Station Date Design Code Reference Document Risk Category Site Class Type Value Ss 1.272 St 0.455 SMs 1.526 SMt null -See Section 11.4.8 SDS 1.017 SD1 null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.538 FPGA 1.2 PGAM 0.646 T, 8 SsRT 1.272 SsUH 1.367 SsD 1.78 S 1 RT 0.455 S 1 U H 0.491 31 D 0.609 PGAd 0.729 3/28/2025, 1:28:45 PM ASCE7-16 I I D - Default (See Section 11.4.3) Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long -period transition period in seconds Probabilistic risk -targeted ground motion. (0.2 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk -targeted ground motion. (1.0 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Map data (02025 hftps://www.seismicmaps.org 1/3 CITY OF SANTA ANA W �tiL Planning and Building Agency A01!v o, Shiu 3 ri R. agill PROJECT: PAGE: AppiOV d �'cnsoltingL•ttnneer- CLIENT: DESR PERMIT IS UANCE JOB NO.: DATE REV B INPUT DATA Exposure category (8, C or D) = C �aq-eir Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 J i I 1 Basic wind speed (ASCE 7 26.5.1) V = 110 mph Topographic factor (26.8 8 Table 26.8-1) Kr = 1 Flat Wig^ a f' � Height of top h = 9 ft I _ _--- Vertical dimension (for wall, s = h) s = 9 ft y Horizontal dimension B = 15 ft Dimension of return comer Lr = 0.67 ft T � F DESIGN SUMMARY Max horizontal wind pressure p = 27 psf Max total horizontal force at centroid of base F = 3.64 kips Max bending moment at centroid of base M = 18.01 ft-kips Max torsion at centroid of base T = 10.91 ft-kips ANALYSIS Velocitv oressure qh = 0.00256 Kh Kt Kd KS V2 = 22.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 26.10-1 page 268), K° = 1.00 (Tab. 26.9-1 page 268) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 26.10-1, pg 268) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, page 266) = 0.85 h = height of top = 9.00 ft Wind Force Case A• resultant force though the geometric center (Sec. 29.3.1) p = qh G Cf = = 27 psf F = p As = 3.64 kips M = F (h - 0.5s) for sign, F (0.55h) for wall = 18.01 ft-kips T = = 0.00 ft-kips where: G = gust effect factor. (Sec. 26.9) = 0.05 Cf = net force coefficient. (Fig. 29.3-1, page 323) 1.42 AS=Bs = 135.0 fe Wind Force Case B• resultant force at 0.2 B offset of the geometric center (Sec. 29.3.1) p = Case A = 27 psf F = Case A = 3.64 kips M = Case A = 18.01 ft-kips T = 0.2 F B = 10.91 ft-kips Wind Force Case C: resultant force different at each region (Sec. 29.4.1) p= qh G Cf Balance s s s s F=EpAs M = E [ F (h - 0.5s) for sign, F (0.55h) for wall ] T=ETs Vind Dir. Distance Cf PI Asi Fl Mi Tl (ft) (Fig.29.3-1) (psf) W) (kips) (ft-kips) (ft-kips) 9.0 1.800 34 81 2.77 13.73 8.32 15.0 1.200 23 54 1.23 6.10 -5.55 E 4.01 19.83 2.77 Case C may not be considered, footnote 3 of Fig. 6-20 owl AN �_FMPFBMfT_LSSIJ SCE .6 7 A-4 i_j Project Title: Engineer: Project ID: Project Descr Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES Code Reference. - Calculations per IBC 2021 1807.3, ASCE 7-16 Retained Height = 0.50 ft Wall height above soil = 8.00 ft e Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in Water table above bottom of footing = 0.0 ft Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Soil Data Allow Soil Bearing = 1,995.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 40.0 psf/ft Passive Pressure = 266.0 psflft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingllSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 16.2 psf (Strength Level) CITY OF SANTA ANA Planning and Building Agency may, lS. Approved -FOR P_ERKIT-1-SS-�NCE Project File: gti.ec6 (C) ENERCALC INC 1983-2L Master ID: Date: Adjacent Footing Load Adjacent Footing Load = 0.0 Ibs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Spread Footing Base Above/Below Soil at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 Cantilevered Retaining Wall Design Summary Wall Stability Ratios Overturning = 1.61 OK Sliding = 3.07 OK Global Stability = 3.05 Total Bearing Load = 527 Ibs ...resultant ecc. = 10.25 in Eccentricity outside middle third Soil Pressure @ Toe = 674 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,995 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 944 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.7 psi OK Footing Shear @ Heel = 2.1 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force 122.8 Ibs less 100% Passive Force - 166.3 Ibs less 100% Friction Force =_ - 210.8 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 Stability = 0.0 Ibs OK Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Project Title: Engineer: Project ID: Project Descr: Stem Construction _Bottom Stem OK Design Height Above Ftc ft= 0.00 Wall Material Above "Ht" = Masonry Design Method = ASD Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 24.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.398 Total Force @ Section Service Level Ibs = 82.8 Strength Level Ibs = Moment.... Actual Service Level ft-# = 350.8 Strength Level ft-# = Moment..... Allowable = 881.3 Shear..... Actual Service Level psi = 0.9 Strength Level psi = Shear..... Allowable psi = 43.6 Anet (Masonry) in2 = 91.50 Wall Weight psf= 0.0 Rebar Depth 'd' in = 3.81 Masonry Data fm psi = 1,500 Fs psi = 20,000 Solid Grouting = Yes Modular Ratio'n' = 21.48 Equiv. Solid Thick. in = 7.63 Masonry Block Type = Masonry Design Method = ASD Concrete Data fc psi = Fy psi = CITY OF SANTA ANA Planning and Building Agency may, lS. Approved R--P_ERUITESS.UANCE Project File: gti.ec6 Master ID: Date: SD SD Cantilevered Retaining Wall Footing Data Toe Width = 1.04 ft Heel Width = 1.71 Total Footing Width = 2.75 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm = 3.00 in CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project ID: TIP Project Descr Approved Project File: gti.ec6 Master ID: Footing Design Results Date: Toe Heel Factored Pressure = 944 0 psf Mu': Upward = 397 0 ft-# Mu': Downward = 176 177 ft-# Mu: Design = 222 OK 177 ft-# OK phiMn = 18,677 2,500ft-# Actual 1-Way Shear = 3.69 2.14 psi Allow 1-Way Shear = 75.00 40.00 psi Toe Reinforcing = # 8 @ 12.00 in Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Footing Torsion, Tu = 0.00 ft-Ibs Footing Allow. Torsion, phi Tu = 0.00 ft-Ibs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: #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 Heel: phiMn = phi'5'lambda*sgrt(fc)"Sm Key: No key defined Min footing T&S reinf Area 0.71 in2 Min footing T&S reinf Area per foot 0.26 in2 A If one laver of horizontal bars: If two lavers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in NCE Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... Force Distance Moment Item Ibs ft ft-# CITY OF SANTA ANA Project Title: Engineer: Planning and Building Agency Project 10P Project De Descr: Approved F-P-E.R.MIT-1_S-S UA N CE _ Project File: gti.ec6 Master ID: Date: Force Distance Moment Ibs ft ft-# HL Act Pres (ab water tbl) 45.0 0.50 22.5 Soil Over HL (ab. water tbl) 57.4 2.23 127.9 HL Act Pres (be water tbl) Soil Over HL (bel. water tbl) 2.23 127.9 Hydrostatic Force Water Table Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = *Axial Live Load on Stem = Load @ Stem Above Soil = 77.8 5.50 427.7 Soil Over Toe = 57.2 0.52 29.7 = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= Total = 122.8 O.T.M. = 450.2 Footing Weight = 412.5 1.38 567.2 Key Weight = Resisting/Overturning Ratio = 1.61 Vert. Component = Vertical Loads used for Soil Pressure = 527.1 Ibs Total = 527.1 Ibs R.M.= 724.8 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 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) 0.058 in The above calculation is not valid if the heel soil beurin ressure exceeds that. of the _too because the wall would then tend to rotate into the retained soil. CITY OF SANTA ANA Planning and Building Agency Project Title: Engineer: Project ID: Project Descr- Cantilevered Retaining Wall LIC#: KW-06018037, Build:20.23.10.02 Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 7960.11 psi Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) _ Development length for #5 bar specified in this stem design segment = Approved _-MR-P-E-RMJT-ISS ANCE Project Fite: gti.ec6 1 (c) ENERCALC INC 1983-2023 ! Master ID: Date: — — -- — 25.00 in 12.00 in Hooked embedment length into footing for #5 bar specified in this stem design segment = 5.51 in As Provided = 0.1550 in2/ft As Required = 0.0617 in2/ft Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 6"L 8" w/ #Sg 24" Solid Grout #8 s@121n Q Toe CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project ID: Project Descr: Approved -FOR PERMIT ISSUANCE Project Fite: gti.ec5 30CIATES (c) ENERCALC INC 1983-2023 Master ID: Date: 3.5" 3" A 8'-6" Cantilevered Retaining Wall 16.20psf (Strength -Level) Pp= 166.25# CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project ID: Project Descr- Approved 11S-SUA N C E Project File: gti.ec6 -RC_AL C INC 9983:2023 Master ID: Date: 123# N Lateral earth pressure due to the soil BELOW water table CITY OF SANTA ANA Plb*ng and Building Agency Approved �-. - FOR PERMIT ISSUANCE — — — — MSte ID: 1 f: _ r i l Pole Footing Embedded in Soil LIC# : KW-06018037, Build:20.23.10.02 Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Pole Footing Shape Rectangular Pole Footing Width ........... 24.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ............... 266.0 pcf Max Passive ................ 1,500.0 psf Controlling Values Governing Load Combinatie0.70E+H Lateral Load 0.3970 k Moment 2.382 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 293.431 psf Allowable 295.129 psf CITY OF SANTA ANA Project Title: Engineer: Planning and Building Agency Project � Project De Descr: Approved - ProjectFile,gSSII. NCE Project Fileile� gti.ec6 & ASSOCIATES - - (G) ENERCALG INC 1983-2023 Master ID: Date: Point Load NUrdmum Required Depth 3.375 ft Footing Base Area 4.0 ft^2 Maximum Soil Pressure 0.0 ksf Applied Loads I atPral ( nnrP_ntratP_d Lnad 10 Lateral Distributed Loads D : Dead Load k Lr : Roof Live k L : Live k S : Snow k W : Wind k E : Earthquake 0.290 k H : Lateral Earth 0.1940 k Load distance above ground surface 6.0 ft Load Combination Results Load Combination H Only +0.70E+H +0.5250E+H +0.60H +0.70E+0.60H TOP of Load above ground surface BOTTOM of Load above ground surface Forces @ Ground Surface Loads - (k) Moments - (ft-k) 0.194 1.164 0.397 2.382 0.346 2.078 0.116 0.698 0.319 1.916 0 Soi' Surface No lateral restrai t Vertical Load (k) k/ft k k/ft k k/ft k k/ft k k/ft k k/ft k k/ft k ft ft Required Pressure at 1/3 Depth Soll increase Depth - (ft) Actual - (psf) Allow - (psf) Factor 2.63 224.4 226.5 1.000 3.38 293.4 295.1 1.000 3.25 279.1 280.2 1.000 2.13 186.4 187.8 1.000 3.13 271.0 271.8 1.000 ORANGE COUNTY FIRE AUTHORITY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments CITY OF SANTA ANA Planning and Building Agency C M Approved DRPERMIT ISSUA INSTRUCTIONS: • Ftl in the project/business address and provide a brief description of the scope of work and type of business operation that vdl take place' • Answer questions 1 through 10. read and Initial items 11 and 12. then complete and sign the certification section. Master ID: • If you answer' -'YES" to any pan 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 operation . Date: • Visit for submittal information and locations. If you need assistance in filling out this form or have questions r garding w renremants for review. please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road. Irvine, CA 92602. Address f _ 4 suite city /) Projects ppel13u'siness Description t�/� li r�i/ V���o.�G� ��• i��. �� �i �J Li l—I :-l� C' 3t 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 llasrer Plan tPR175) 2. O ® Property is adjacent to a wildland area or non -irrigated native vegetation? lire Master Plan WR145). a Friel tlodilrcation Plan mar also be required. IPR120. PR127i 3. Located in or < 100' from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300' from VV VVdd an oil/gas seep, or < 1000' from a landfill? ilethane ll'ork Plan. (PRI70) 4. (� © Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving V private fire hydrant/sprinklerlstandpipe systems? L itderground Plan. lPR4,-O. PRJ'3i 5. (1� Drinking/dining/recreation/meetings/traininglreligious functions or other gatherings in a room > 750 sq.ft. (> 1,000 VV sq.ft. for trainingiadulteducation) or > 49 people? Healthcareioutpatient 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 townhouseslrowhouses 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. JF\A Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, vv..YY button, or similar action to open a door in the direction of exit travel? .architectural. Sprinkler. and,'br Alarm Plan depending on the occupancy and n pe of device installed tPR_'00-PR_ S0. PR420-PR42= .1'R500-PR32i» 7 Q � Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; }� industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammabletcombustible liquids: vapor recovery: smoke control; battery back-up/charging systems (> 50 gal. electrolyte. > 1,000 lb. lithium ion); weldinglbrazingisoldering, open flame torches, cutting/grinding: or other similar operations? Special Equipment Plan IPR313. PR340-PR382) 8. O Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenancelrepair? Cabinetry/woodworking/finishing facility? Client Class & floor plan (dl architectural plan if 11 occupcn ccv). Special Equipment Plaits nifty be necessari% t PR313-PR360. PR232-PR?40) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12' (6' for high -hazard ••a commodities, plastic, rubber, foam. etc.)? High -piled Storage Plan (PR330) 10.QF-711i Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a `l a commercial cooking hood? Hood & Ducr F_rtingtdshing.system. nor just the hood mechanical plan. rPR3331 Initial each of the following two items indicating that you have read and understand the statement: 11.'SprinktersiAlarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements: If a system is N/, � required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed contractor to determine if modification is needed; if so. contractor shall submit plans prior to making modifications. Iritla i5 12. , ; n Fire Hazard Seventy Zone: Consult maps available at building department or on OCFA website to determine if your site is located W"— in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— initlats the building department will determine specific requirements. certify under penalty of perjury under the laws of the State of California that the above is true: Print Name `q�' �re,J 7 Signature1) Phone Number+` ( G7 u L 1 l >3C�� _ y —1 (� I Date .f2 5 / '+C_ / Z S!— Building Department: 11 you have verified that all olthe q• re -jets- of sprinkler or alarm plans •. then _volt may accept t applicant have plain approved in. 0CF_4. please initial hei appropnate plans andjees for (X'F.i rienew.. Helpful 4 Share arx•.� nor ornrr nrx- rcyuoe ..� r.� i. Should volt still require that the it submit the,lorm along with the SHUCRI "CHUCK" I. YAGHI Consulting Engineers: Residential & Commercial 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 FAX: STRUCTURAL CALCULATIONS DESIGNED BY: AY JOB NUMBER: 25117 DATE: 10/10/25 PROJECT: 8-FT WALL & GATE POST FOOTINGS (673 YOUNG ST.- SANTA ANA, CA 92705) CLIENT: GTI COMMERCIAL- (949) 583-9399 CITY OF SANTA ANA Planning and Building Agency •���ppreved FOR PERMIT ISSUANCE 14/744-3676 Date: BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 EDITION, CALIFORNIA BUILDING CODE 2022 EDITION AND LATEST L.A.C. CODE MATERIALS: Except as otherwise specified herein: Concrete TYPE "II" 2,500 PSI at 28 days. Concrete Block Grade N. Light Weight Units, ASTM C-90 Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) Structural Pipe 22,000 PSI (ASTM A-36) Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams: 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. Soils Bearing Pressure: 1500 PSF min. unless specified in soils report. DESIGN REFERENCE: (Including Charts & Tables from): Lumber & Timber Wood Structural Design Data (Volume1) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Brick Masonry Industry 3/28/25, 1:29 PM U.S. Seismic Design Maps USGS web Services were down for some period of time. and as a result this tool wasn't eiperat onai, r; USGS web sen•ices are no.v opera[:onal So this tool should „ork as expected 673 Young St, Santa Ana, CA 92705, USA Latitude, Longitude: 33.7110457,-117.8571832 CITY OF SANTA ANA Planning and Building Agency in t?maout error. �t Approved F(DISR JTIDDANCE Master ID: Date: Mud v's Studio R'omfort Inn & SuJIPs 6"ange C"cwnty .,iohn', vxotei Terrace Holovision Emmett St Goetz Ave Bes-. 'estern PILls Orange ar Auto-ChlorSystem County Ai-por' No,th c Costa Mesa Moving Cc ni � �°o;�t�g t Holiday,, tot t� LX8 Ar-nazon o gle Delivery Station Date Design Code Reference Document Risk Category Site Class Type Value Ss 1.272 SI 0.455 SMs 1.526 SMI null -See Section 11.4.8 SDS 1.017 SDI null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.538 FPGA 1.2 PGAM 0.646 TL 8 SsRT 1.272 SsUH 1.367 SsD 1.78 S 1 RT 0.455 S 1 U H 0.491 S 1 D 0.609 PGAd 0.729 of C )e. P1 3/28/2025, 1:28:45 PM ASCE7-16 11 D - Default (See Section 11.4.3) Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long -period transition period in seconds Probabilistic risk -targeted ground motion. (0.2 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk -targeted ground motion. (1.0 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Map data Q0 5 https://www.seismicmaps.org 1 /3 CITY OF SANTA ANA Planning and Building Agency Shucri 1, Yaghi PROJECT: Consulting LrteineeCS CLIENT: JOB NO.: DA' Nord Analvsin for Freestandino Wall & Shan Based on ASCE 746 PAGE: Approv d 'N,IBOR PERMIT ISSUANCE INPUT DATA Master ID: Exposure category (B, C or D) = C =� I Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00I I Basic wind speed (ASCE 7 26.5.1) V = 110 mph su 1y �9 Topographic factor (26.8 8 Table 26.8-1) Krt = 1 Flat 59^ or F17°¢�` I s Height of top h = 9 It I _ __- Vertical dimension (for wall, s = h) s = 9 ft Horizontal dimension B = 15 ft Dimension of return comer Lr = 0.67 It f �T �� F DESIGN SUMMARY Max horizontal wind pressure p = 27 psf Max total horizontal force at centroid of base F = 3.64 kips Max bending moment at centroid of base M = 18.01 ft-kips Max torsion at centroid of base T = 10.91 ft-kips ANALYSIS Veloclty oressure qh = 0.00256 Kh K�t Kd Ka VZ = 22.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 26.10-1 page 268), Ke = 1.00 (Tab. 26.9-1 page 268) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 26.10-1, pg 268) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, page 266) = 0.85 h = height of top = 9.00 ft Wind Force Case A• resultant force though the aeometric center (Sec. 29.3.1) p = qh G Cf = = 27 psf F = p As = 3.64 kips M = F (h - 0.5s) for sign, F (0.55h) for wall = 18.01 ft-kips T = = 0.00 ft-kips where: G = gust effect factor. (Sec. 26.9) = 0.85 Cf = net force coefficient. (Fig. 29.3-1, page 323) 1.42 A$=Bs = 135.0 ft Wind Force Case B: resultant force at 0.2 B offset of the geometric center (Sec. 29.3.1) p = Case A = 27 psf F = Case A = 3.64 kips M = Case A = 18.01 ft-kips T = 0.2 F B = 10.91 ft-kips Wind Force Case C: resultant force different at each region (Sec. 29.4.1) p= qh G Cr Balance s s s s F=EpAs M = E [ F (h - 0.5s) for sign, F (0.55h) for wall ]YT7T[T T=ET, Wind Dir. Distance Cf Pt Aa, FI Mt Tt (ft) (Fig.29.3-1) (psf) (ft) (kips) (ft-kips) (ft-kips) 9.0 1.800 34 81 2.77 13.73 8.32 15.0 1.200 23 54 1.23 6.10 -5.55 E 4.01 19.83 2.77 Case C may not be considered, footnote 3 of Fig. 6-20 Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 Code Reference: Calculations per IBC 2021 1807.3, ASCE 7-16 Criteria Retained Height = 0.50 ft Wall height above soil = 8.00 ft e Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in Water table above bottom of footing = 0.0 ft Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Project Title: Engineer: Project ID: Project Descr: CHUCK YAGHI & ASSOCIATES Soil Data Allow Soil Bearing = 1,995.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 40.0 psf/ft Passive Pressure = 266.0 psf/ft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingIlSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 16.2 psf (Strength Level) CITY OF SANTA ANA Planning and Building Agency Approved -I✓O F� P-��AA I T-I� S I� N C E Project File: gti.ec6 (c) ENERCALC INC 1983-2023 Master ID: Date: +' Adjacent Footing Load Adjacent Footing Load = 0.0 Ibs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Spread Footing Base Above/Below Soil at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project 0,' Project De Descr- Approved Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES Design Summa Wall Stability Ratios Overturning = 1.61 OK Sliding = 3.07 OK Global Stability = 3.05 Total Bearing Load = 527 Ibs ...resultant ecc. = 10.25 in Eccentricity outside middle third Soil Pressure @ Toe = 674 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,995 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 944 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.7 psi OK Footing Shear @ Heel = 2.1 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force = 122.8 Ibs less 100% Passive Force 166.3 Ibs less 100% Friction Force = - 210.8 Ibs Added Force Req'd = 0.0 Ibs OK ...for 1.5 Stability = 0.0 Ibs OK Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Stem Construction Bottom Stem OK Design Height Above FtE ft = 0.00 Wall Material Above "Ht" = Masonry Design Method = ASD Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 24.00 Rebar Placed at = Center Design Data -- fb/FB + fa/Fa = 0.398 Total Force @ Section Service Level Ibs = 82.8 Strength Level Ibs = Moment.... Actual Service Level ft-# = 350.8 Strength Level ft-# = Moment..... Allowable = 881.3 Shear..... Actual Service Level psi = 0.9 Strength Level psi = Shear..... Allowable psi = 43.6 Anet (Masonry) in2 = 91.50 Wall Weight psf= 0.0 Rebar Depth 'd' in = 3.81 Masonry Data fm psi= 1,500 Fs psi= 20,000 Solid Grouting = Yes Modular Ratio'n' = 21.48 Equiv. Solid Thick. in = 7.63 Masonry Block Type = Masonry Design Method = ASD Concrete Data fc psi = Fy psi = Project Fite: gti.ec6 (c) ENERCALC INC 1983-2023 Master ID: Date: NCE Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 Footing Data Toe Width = 1.04 ft Heel Width = 1.71 Total Footing Width = 2.75 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm = 3.00 in CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project DescrS Project Descr: Approved Project File: gti.ec6 CHUCK YAGHI & ASSOCIATES Master ID: Footing Design Results Date: Toe Heel Factored Pressure = 944 0 psf Mu': Upward = 397 0 ft-# Mu': Downward = 176 177 ft-# Mu: Design = 222 OK 177 ft-# OK phiMn = 18,677 2,500ft-# Actual 1-Way Shear = 3.69 2.14 psi Allow 1-Way Shear = 75.00 40.00 psi Toe Reinforcing = # 8 @ 12.00 in Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Footing Torsion, Tu = 0.00 ft-Ibs Footing Allow. Torsion, phi Tu = 0.00 ft-Ibs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: #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 Heel: phiMn = phi'5'lambda'sgrt(fc)"Sm Key: No key defined Min footing T&S reinf Area 0.71 in2 Min footing T&S reinf Area per foot 0.26 in2 ift If one layer of horizontal bars: If two lavers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in NCE Project Title: Engineer: Project ID: Project Descr: CITY OF SANTA ANA Planning and Building Agency � Cantilevered Retaininq Wall Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... Force Distance Moment Item Ibs ft ft-# Approved PERMIT -I -SS -DANCE Project File: gti.ec6 Master ID: Date: Force Distance Moment Ibs ft ft-# HL Act Pres (ab water tbl) 45.0 0.50 22.5 Soil Over HL (ab. water tbl) 57.4 2.23 127.9 HL Act Pres (be water tbl) Soil Over HL (bel. water tbl) 2.23 127.9 Hydrostatic Force Water Table Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = * Axial Live Load on Stem = Load @ Stem Above Soil = 77.8 5.50 427.7 Soil Over Toe = 57.2 0.52 29.7 = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= Total = 122.8 O.T.M. = 450.2 Footing Weighl = 412.5 1.38 567.2 Key Weight = Resisting/Overturning Ratio = 1.61 Vert. Component = Vertical Loads used for Soil Pressure = 527.1 Ibs Total = 527.1 Ibs R.M.= 724.8 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 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) 0.058 in The above calculation is not valid if the heel soil bear -in : ressure exceeds that of the toe because the wall would then tend to _rotate into the retainers moil, Cantilevered Retaining Wail LIC# : KW-06018037, Build:20.23.10.02 Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 7960.11 psi CITY OF SANTA ANA Project Title: Engineer: Planning and Building Agency Project 10P Project De Descr: 1p Approved _ P-E-P.Ma.T_ I.SSIlA N C E Project File, gti.ec6 Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) _ Development length for #5 bar specified in this stem design segment = Hooked embedment length into footing for #5 bar specified in this stem design segment = As Provided = As Required = Master ID: Date: -- 25.00 in 12.00 in 5.51 in 0.1550 in2/ft 0.0617 in2/ft CITY OF SANTA ANA Planning and Building Agency Cantilevered Retainina Wall 8" w/ #5�'3a 24" Solid Grout #8@12in cQ?r Toe V-0" Project Title: Engineer: Project ID: Project Descr: 2._g' Cover: 3.5" $ 3" Approved -M R P_ E.R MI_T_ I SS.UA N C E Project File: gti.ecB (c) ENERCALC INC 1983-2023 Master ID: Date: F1 Cantilevered Retaining Wall LIC#: KW-06018037, Build:20.23.10.02 16-2©psf (Strength -Level) Pp= 166.25# . I I n CL Cl) rr crs CITY OF SANTA ANA Project Title: Engineer: Planning and Building Agency Project ID: Project Descr: Approved R PERMIT ISSUANCEr Project File: gti.eo6 (c) ENERCALC INC 1 883-2023 SOCIATES Master ID: Date: 123# ® Lateral earth pressure due to the soil BELOW water table CI-tY-QF SANTA ANA PI ng and Building Agency Approved R PERMIT ISSUANCE r� M iD:` r , Z � Za S r CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project 9"'!S Project De Descr• Approved NCE Pole Footing Embedded in Soil LIC# : KW-06018037, Build:20.23.10.02 Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used: IBC 2021 General Information Pole Footing Shape Rectangular Pole Footing Width ........... 24.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ............... 266.0 pcf Max Passive ................ 1,500.0 psf CHUCK YAGHI & ASSOCIATES ......... ............... ........... _.............. ..... ...._.._....__._.._..._.._............... ........._..._...._................. ..... _._...... ...._.....__.._..................................... _._..... ....... ....., Point Load Controlling Values Governing Load Combinatie0.70E+H Lateral Load 0.3970 k Moment 2.382 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 293.431 psf Allowable 295.129 psf Minirnuxn required Depth 3.375 ft Footing Base Area 4.0 ft^2 Maximum Soil Pressure 0.0 ksf Applied Loads Project File, gti.ec6 Master ID: Date: 0 io Soil Surface No lateral restrai t N !M Lateral Concentrated Load (k) Lateral Distributed Loads (k Vertical Load (k) D : Dead Load k k/ft k Lr : Roof Live k k/ft k L : Live k k/ft k S : Snow k k/ft k W : Wind k k/ft k E : Earthquake 0.290 k k/ft k H : Lateral Earth 0.1940 k k/ft k Load distance above TOP of Load above ground surface ground surface 6.0 ft ft BOTTOM of Load above ground surface ft Load Combination Results Forces @ Ground Surface Required Pressure at 1/3 Depth Soli Increase Load Combination Loads - (k) Moments - (ft k) Depth - (ft) Actual - (psf) Allow - (psi) Factor H Only 0.194 1.164 2.63 224.4 226.5 1.000 +0.70E+H 0.397 2.382 3.38 293.4 295.1 1.000 +0.5250E+H 0.346 2.078 3.25 279.1 280.2 1.000 +0.60H 0.116 0.698 2.13 186.4 187.8 1.000 +0.70E+0.60H 0.319 1.916 3.13 271.0 271.8 1.000 CITY OF SANTA ANA Planning and Building Agency SHUCRI YAGHI CONSULTING ENGINEERS, INC. Residential & Commercial. License No. C43205 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 yaghi-eng Approved 6ERMIT ISSUANCE STRUCTURAL CALCULATIONS Master ID: Date: DESIGNED BY: S`� JOB NUMBER: 23117 DATE: / O/ 1-7 / 2 5-- PROJECT: G 7 3 y tr'� '� 1 �27�5 CLIENT: 6� T "E c-o C- L /0- BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 EDITION AND CALIFORNIA BUILDING CODE 2022 EDITION, L.A.C. CODE 2023 MATERIALS: Except as otherwise specified herein: DATE SIGNED: DESIGN REFERENCE: Concrete TYPE "II" 2,500 PSI at 28 days. Concrete Block Grade N. Light Weight Units, ASTM C-90 Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) Structural Pipe 22,000 PSI (ASTM A-36) Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams 2,400 PSI (D.F.- Larch Comb."A" or Comb. 24F) Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. Soils Bearing Pressure 1500 PSF min. unless specified in soils report. (Including Charts & Tables from): Lumber & Timber Wood Structural Design Data (Volume1) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Brick Masonry Industry Announcement ASCE 7-22 is now availab?e. X CNNOwu 673 Young St, Santa Ana, CA 92705, USA Latitude, Longitude: 33.7110457,-117.8571832 Muddy's Studio . .T Besser Garage Doors s Date Design Code Reference Document Risk Category Site Class CITY OF SANTA ANA Planning and Building Agency may, lS. p d Fo1 ll l ANCE Master ID: Date: °fir, Orange County John... ,� - hotel Terrace Emmett St des . ��e rn Plus Orange > County Airport North ,N Young St Holiday Inn Santa ANA-Orange Co Bir€Ci":er P, 10/17/2025, 11:25:21 AM ASCE7-22 11 Default Map data V,2025 Type Value Description (Data) Ss 1.45 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g, S1 Q.48 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. SMS 1.72 SM5 = 1.5 x SDS, the Risk -Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class. SM1 1.16 SM1 = 1.5 x SD1, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class. SDS 1.15 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g. SDI 0.78 The design spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class, in units of g .... ... ..................... ............. .......... ..... ..._. .......... _ ........... _.... .... .. - _ .. ... ... ..... ..._, _. Type Value Description (Data Contd.) SDC D Seismic design category PGAM 0.65 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g TS 0.675 TS = SD1/SDs, in seconds, for construction of the two -period design spectrum To 0,135 To = 0.2 x TS, in seconds, for construction of the two -period design response spectrum TL 8 TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum I I I f6,I I I I CITY OF SANTA ANA I Planning and Building Agency 1 4. A roved _ p p j I FOR PERMIT ISSUANCE Master z ate: r,�-1 LW bur LA4 Qd61 fit' I� I Z f IV 1 I _ I I I I I I CI NTA ANN L. Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: -41111 I C,� ' ` I I I- i -. I - I� I �- ► � G, 1 Its I I I i I s 1 �0� h4 I I ( ! I III l CITY OF SANTA ANA Planning and Building Agency I Annrnvpci l 4'p FOR PERMIT ISSUANCE aster ?C 15,b%0 - II 1LL II II I� I I II I I I f I _ Is - m� — _ - �- il I II i I -a I - II I I I I I I I— - - 1-- i I r ! I� j jI�I I I 1 I CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANCE Master ID: Date: �'�-t~ i►ilii �1- - .771 _ �-j- '2- xLEE 1 _1 I _ _ - CITY OF SANTA ANA Planning and Building Agency SHUCRI YAGHI CONSULTING ENGINEERS, INC. Approved Residential & Commercial. License No. C43205 FOR PERMIT ISSUANCE 112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 yaghi-engi eers@live.com Master ID: STRUCTURAL CALCULATIONS Date: DESIGNED BY: S , l y JOB NUMBER: DATE: PROJECT: Y 0S s CLIENT: G T r BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 EDITION AND CALIFORNIA BUILDING CODE 2022 EDITION, L.A.C. CODE 2023 MATERIALS: Except as otherwise specified herein: Concrete TYPE "II" 2,500 PSI at 28 days. Qq'OFES j Concrete Block Grade N. Light Weight Units, ASTM C-90 �GRI . y„ l Brick Masonry Grade MW, 2,500 PSI Units, ASTM -62 Reinforced Steel 20,000 PSI (ASTM A615, Grade 40) CD � z Structural Steel 24,000 PSI (Compact) (ASTM A572 Grade 50) 205 Structural Pipe 22,000 PSI (ASTM A-36) 3-31-2026 K Plywood Sheathing D.F.P.A., Structural II, INTR., P.S.1-95 Glu-Laminated Beams 2,400 PSI (D.F.- Larch Comb."A" or Comb. civic fie' 24F) OF CA, Lumber Grade Marked D.F.-Larch, W.C.L.B. Grading Rule 16. Soils Bearing Pressure 1500 PSF min. unless specified in soils report. DATE SIGNED: DESIGN REFERENCE: (Including Charts & Tables from): Lumber & Timber Wood Structural Design Data (Volumel ) National Lumber Manufacturers Association Steel Manual of Steel Construction, AISC Concrete Reinforced Concrete Design Handbook, ACI: Ultimate Strength Design Handbook, ACI Concrete Block & Masonry Design Manual, by Masonry Brick Masonry Industry 3/28/25. 1:29 PM U.S. Seismic Design Maps USES web services were down for some Period of time and as a result this tool wabn't operational. n USGS web services are now operational so this tool should work as expected 673 Young St, Santa Ana, CA 92705, USA Latitude, Longitude: 33.7110457,-117.8571832 CITY OF SANTA ANA Planning and Building Agency in rimeout error. iI Approved F0 T I I&NCE Master ID: Date: Weddy's Studio Cornf rt 1wi & ult M . 0-ai c'. Col-tnty john.. Hotel Terrace Holovision Ernmett St Goetz Ave L a1:=1'3 Plus Ors#t-ce . ALAO'Ch10r System Cotjnty :tt'Na",")part INI­ith Costa Mesa, Moving �� �t� ts.: �� Holiday inn Go gle Delivery Station Date Design Code Reference Document Risk Category Site Class Type Value Ss 1.272 St 0.455 SMs 1.526 SMt null -See Section 11.4.8 SDS 1.017 SD1 null -See Section 11.4.8 Type Value SDC null -See Section 11.4.8 Fa 1.2 Fv null -See Section 11.4.8 PGA 0.538 FPGA 1.2 PGAM 0.646 T, 8 SsRT 1.272 SsUH 1.367 SsD 1.78 S 1 RT 0.455 S 1 U H 0.491 31 D 0.609 PGAd 0.729 3/28/2025, 1:28:45 PM ASCE7-16 I I D - Default (See Section 11.4.3) Description MCER ground motion. (for 0.2 second period) MCER ground motion. (for 1.0s period) Site -modified spectral acceleration value Site -modified spectral acceleration value Numeric seismic design value at 0.2 second SA Numeric seismic design value at 1.0 second SA Description Seismic design category Site amplification factor at 0.2 second Site amplification factor at 1.0 second MCEG peak ground acceleration Site amplification factor at PGA Site modified peak ground acceleration Long -period transition period in seconds Probabilistic risk -targeted ground motion. (0.2 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration Factored deterministic acceleration value. (0.2 second) Probabilistic risk -targeted ground motion. (1.0 second) Factored uniform -hazard (2% probability of exceedance in 50 years) spectral acceleration. Factored deterministic acceleration value. (1.0 second) Factored deterministic acceleration value. (Peak Ground Acceleration) Map data (02025 hftps://www.seismicmaps.org 1/3 CITY OF SANTA ANA W �tiL Planning and Building Agency A01!v o, Shiu 3 ri R. agill PROJECT: PAGE: AppiOV d �'cnsoltingL•ttnneer- CLIENT: DESR PERMIT IS UANCE JOB NO.: DATE REV B INPUT DATA Exposure category (8, C or D) = C �aq-eir Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 J i I 1 Basic wind speed (ASCE 7 26.5.1) V = 110 mph Topographic factor (26.8 8 Table 26.8-1) Kr = 1 Flat Wig^ a f' � Height of top h = 9 ft I _ _--- Vertical dimension (for wall, s = h) s = 9 ft y Horizontal dimension B = 15 ft Dimension of return comer Lr = 0.67 ft T � F DESIGN SUMMARY Max horizontal wind pressure p = 27 psf Max total horizontal force at centroid of base F = 3.64 kips Max bending moment at centroid of base M = 18.01 ft-kips Max torsion at centroid of base T = 10.91 ft-kips ANALYSIS Velocitv oressure qh = 0.00256 Kh Kt Kd KS V2 = 22.38 psf where: qh = velocity pressure at mean roof height, h. (Eq. 26.10-1 page 268), K° = 1.00 (Tab. 26.9-1 page 268) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 26.10-1, pg 268) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, page 266) = 0.85 h = height of top = 9.00 ft Wind Force Case A• resultant force though the geometric center (Sec. 29.3.1) p = qh G Cf = = 27 psf F = p As = 3.64 kips M = F (h - 0.5s) for sign, F (0.55h) for wall = 18.01 ft-kips T = = 0.00 ft-kips where: G = gust effect factor. (Sec. 26.9) = 0.05 Cf = net force coefficient. (Fig. 29.3-1, page 323) 1.42 AS=Bs = 135.0 fe Wind Force Case B• resultant force at 0.2 B offset of the geometric center (Sec. 29.3.1) p = Case A = 27 psf F = Case A = 3.64 kips M = Case A = 18.01 ft-kips T = 0.2 F B = 10.91 ft-kips Wind Force Case C: resultant force different at each region (Sec. 29.4.1) p= qh G Cf Balance s s s s F=EpAs M = E [ F (h - 0.5s) for sign, F (0.55h) for wall ] T=ETs Vind Dir. Distance Cf PI Asi Fl Mi Tl (ft) (Fig.29.3-1) (psf) W) (kips) (ft-kips) (ft-kips) 9.0 1.800 34 81 2.77 13.73 8.32 15.0 1.200 23 54 1.23 6.10 -5.55 E 4.01 19.83 2.77 Case C may not be considered, footnote 3 of Fig. 6-20 owl AN �_FMPFBMfT_LSSIJ SCE .6 7 A-4 i_j Project Title: Engineer: Project ID: Project Descr Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & ASSOCIATES Code Reference. - Calculations per IBC 2021 1807.3, ASCE 7-16 Retained Height = 0.50 ft Wall height above soil = 8.00 ft e Slope Behind Wall = 0.00 Height of Soil over Toe = 6.00 in Water table above bottom of footing = 0.0 ft Surcharge Loads Surcharge Over Heel = 0.0 psf Used To Resist Sliding & Overturning Surcharge Over Toe = 0.0 Used for Sliding & Overturning Axial Load Applied to Stem Axial Dead Load = 0.0 Ibs Axial Live Load = 0.0 Ibs Axial Load Eccentricity = 0.0 in Soil Data Allow Soil Bearing = 1,995.0 psf Equivalent Fluid Pressure Method Active Heel Pressure = 40.0 psf/ft Passive Pressure = 266.0 psflft Soil Density, Heel = 110.00 pcf Soil Density, Toe = 110.00 pcf FootingllSoil Friction = 0.400 Soil height to ignore for passive pressure = 12.00 in Lateral Load Applied to Stem Lateral Load = 0.0 #/ft ...Height to Top = 0.00 ft ...Height to Bottom = 0.00 ft Load Type = Wind (W) (Service Level) Wind on Exposed Stem = 16.2 psf (Strength Level) CITY OF SANTA ANA Planning and Building Agency may, lS. Approved -FOR P_ERKIT-1-SS-�NCE Project File: gti.ec6 (C) ENERCALC INC 1983-2L Master ID: Date: Adjacent Footing Load Adjacent Footing Load = 0.0 Ibs Footing Width = 0.00 ft Eccentricity = 0.00 in Wall to Ftg CL Dist = 0.00 ft Footing Type Spread Footing Base Above/Below Soil at Back of Wall = 0.0 ft Poisson's Ratio = 0.300 Cantilevered Retaining Wall Design Summary Wall Stability Ratios Overturning = 1.61 OK Sliding = 3.07 OK Global Stability = 3.05 Total Bearing Load = 527 Ibs ...resultant ecc. = 10.25 in Eccentricity outside middle third Soil Pressure @ Toe = 674 psf OK Soil Pressure @ Heel = 0 psf OK Allowable = 1,995 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 944 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 3.7 psi OK Footing Shear @ Heel = 2.1 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force 122.8 Ibs less 100% Passive Force - 166.3 Ibs less 100% Friction Force =_ - 210.8 Ibs Added Force Req'd = 0.0 Ibs OK ....for 1.5 Stability = 0.0 Ibs OK Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 Project Title: Engineer: Project ID: Project Descr: Stem Construction _Bottom Stem OK Design Height Above Ftc ft= 0.00 Wall Material Above "Ht" = Masonry Design Method = ASD Thickness = 8.00 Rebar Size = # 5 Rebar Spacing = 24.00 Rebar Placed at = Center Design Data fb/FB + fa/Fa = 0.398 Total Force @ Section Service Level Ibs = 82.8 Strength Level Ibs = Moment.... Actual Service Level ft-# = 350.8 Strength Level ft-# = Moment..... Allowable = 881.3 Shear..... Actual Service Level psi = 0.9 Strength Level psi = Shear..... Allowable psi = 43.6 Anet (Masonry) in2 = 91.50 Wall Weight psf= 0.0 Rebar Depth 'd' in = 3.81 Masonry Data fm psi = 1,500 Fs psi = 20,000 Solid Grouting = Yes Modular Ratio'n' = 21.48 Equiv. Solid Thick. in = 7.63 Masonry Block Type = Masonry Design Method = ASD Concrete Data fc psi = Fy psi = CITY OF SANTA ANA Planning and Building Agency may, lS. Approved R--P_ERUITESS.UANCE Project File: gti.ec6 Master ID: Date: SD SD Cantilevered Retaining Wall Footing Data Toe Width = 1.04 ft Heel Width = 1.71 Total Footing Width = 2.75 Footing Thickness = 12.00 in Key Width = 0.00 in Key Depth = 0.00 in Key Distance from Toe = 0.00 ft fc = 2,500 psi Fy = 40,000 psi Footing Concrete Density = 150.00 pcf Min. As % = 0.0018 Cover @ Top 2.00 @ Btm = 3.00 in CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project ID: TIP Project Descr Approved Project File: gti.ec6 Master ID: Footing Design Results Date: Toe Heel Factored Pressure = 944 0 psf Mu': Upward = 397 0 ft-# Mu': Downward = 176 177 ft-# Mu: Design = 222 OK 177 ft-# OK phiMn = 18,677 2,500ft-# Actual 1-Way Shear = 3.69 2.14 psi Allow 1-Way Shear = 75.00 40.00 psi Toe Reinforcing = # 8 @ 12.00 in Heel Reinforcing = None Spec'd Key Reinforcing = None Spec'd Footing Torsion, Tu = 0.00 ft-Ibs Footing Allow. Torsion, phi Tu = 0.00 ft-Ibs If torsion exceeds allowable, provide supplemental design for footing torsion. Other Acceptable Sizes & Spacings Toe: #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 Heel: phiMn = phi'5'lambda*sgrt(fc)"Sm Key: No key defined Min footing T&S reinf Area 0.71 in2 Min footing T&S reinf Area per foot 0.26 in2 A If one laver of horizontal bars: If two lavers of horizontal bars: #4@ 9.26 in #4@ 18.52 in #5@ 14.35 in #5@ 28.70 in #6@ 20.37 in #6@ 40.74 in NCE Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 CHUCK YAGHI & Summary of Overturning & Resisting Forces & Moments .....OVERTURNING..... Force Distance Moment Item Ibs ft ft-# CITY OF SANTA ANA Project Title: Engineer: Planning and Building Agency Project 10P Project De Descr: Approved F-P-E.R.MIT-1_S-S UA N CE _ Project File: gti.ec6 Master ID: Date: Force Distance Moment Ibs ft ft-# HL Act Pres (ab water tbl) 45.0 0.50 22.5 Soil Over HL (ab. water tbl) 57.4 2.23 127.9 HL Act Pres (be water tbl) Soil Over HL (bel. water tbl) 2.23 127.9 Hydrostatic Force Water Table Buoyant Force = Sloped Soil Over Heel = Surcharge over Heel = Surcharge Over Heel = Surcharge Over Toe = Adjacent Footing Load = Adjacent Footing Load = Axial Dead Load on Stem = Added Lateral Load = *Axial Live Load on Stem = Load @ Stem Above Soil = 77.8 5.50 427.7 Soil Over Toe = 57.2 0.52 29.7 = Surcharge Over Toe = Stem Weight(s) _ Earth @ Stem Transitions= Total = 122.8 O.T.M. = 450.2 Footing Weight = 412.5 1.38 567.2 Key Weight = Resisting/Overturning Ratio = 1.61 Vert. Component = Vertical Loads used for Soil Pressure = 527.1 Ibs Total = 527.1 Ibs R.M.= 724.8 Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. 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) 0.058 in The above calculation is not valid if the heel soil beurin ressure exceeds that. of the _too because the wall would then tend to rotate into the retained soil. CITY OF SANTA ANA Planning and Building Agency Project Title: Engineer: Project ID: Project Descr- Cantilevered Retaining Wall LIC#: KW-06018037, Build:20.23.10.02 Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Calculated Rebar Stress, fs = 7960.11 psi Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) _ Development length for #5 bar specified in this stem design segment = Approved _-MR-P-E-RMJT-ISS ANCE Project Fite: gti.ec6 1 (c) ENERCALC INC 1983-2023 ! Master ID: Date: — — -- — 25.00 in 12.00 in Hooked embedment length into footing for #5 bar specified in this stem design segment = 5.51 in As Provided = 0.1550 in2/ft As Required = 0.0617 in2/ft Cantilevered Retaining Wall LIC# : KW-06018037, Build:20.23.10.02 6"L 8" w/ #Sg 24" Solid Grout #8 s@121n Q Toe CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project ID: Project Descr: Approved -FOR PERMIT ISSUANCE Project Fite: gti.ec5 30CIATES (c) ENERCALC INC 1983-2023 Master ID: Date: 3.5" 3" A 8'-6" Cantilevered Retaining Wall 16.20psf (Strength -Level) Pp= 166.25# CITY OF SANTA ANA Project Title: Planning and Building Agency Engineer: Project ID: Project Descr- Approved 11S-SUA N C E Project File: gti.ec6 -RC_AL C INC 9983:2023 Master ID: Date: 123# N Lateral earth pressure due to the soil BELOW water table CITY OF SANTA ANA Plb*ng and Building Agency Approved �-. - FOR PERMIT ISSUANCE — — — — MSte ID: 1 f: _ r i l Pole Footing Embedded in Soil LIC# : KW-06018037, Build:20.23.10.02 Code References Calculations per IBC 2021 1807.3, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Pole Footing Shape Rectangular Pole Footing Width ........... 24.0 in Calculate Min. Depth for Allowable Pressures No Lateral Restraint at Ground Surface Allow Passive ............... 266.0 pcf Max Passive ................ 1,500.0 psf Controlling Values Governing Load Combinatie0.70E+H Lateral Load 0.3970 k Moment 2.382 k-ft NO Ground Surface Restraint Pressures at 1/3 Depth Actual 293.431 psf Allowable 295.129 psf CITY OF SANTA ANA Project Title: Engineer: Planning and Building Agency Project � Project De Descr: Approved - ProjectFile,gSSII. NCE Project Fileile� gti.ec6 & ASSOCIATES - - (G) ENERCALG INC 1983-2023 Master ID: Date: Point Load NUrdmum Required Depth 3.375 ft Footing Base Area 4.0 ft^2 Maximum Soil Pressure 0.0 ksf Applied Loads I atPral ( nnrP_ntratP_d Lnad 10 Lateral Distributed Loads D : Dead Load k Lr : Roof Live k L : Live k S : Snow k W : Wind k E : Earthquake 0.290 k H : Lateral Earth 0.1940 k Load distance above ground surface 6.0 ft Load Combination Results Load Combination H Only +0.70E+H +0.5250E+H +0.60H +0.70E+0.60H TOP of Load above ground surface BOTTOM of Load above ground surface Forces @ Ground Surface Loads - (k) Moments - (ft-k) 0.194 1.164 0.397 2.382 0.346 2.078 0.116 0.698 0.319 1.916 0 Soi' Surface No lateral restrai t Vertical Load (k) k/ft k k/ft k k/ft k k/ft k k/ft k k/ft k k/ft k ft ft Required Pressure at 1/3 Depth Soll increase Depth - (ft) Actual - (psf) Allow - (psf) Factor 2.63 224.4 226.5 1.000 3.38 293.4 295.1 1.000 3.25 279.1 280.2 1.000 2.13 186.4 187.8 1.000 3.13 271.0 271.8 1.000