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HomeMy WebLinkAbout1900 E 4th Street - Plan© 2 0 1 0 A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com Kaiser Permanente Buildings on Brand 1/ 2 1 / 2 0 2 6 5 : 2 3 : 4 8 P M 01/23/2026 Santa Ana Medical Office Building | CAP030945 1900 East 4th Street, Santa Ana, CA 92701 PLAN CHECK RESUBMITTAL DO W N DO W N BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA IN SCOPE REQUIRING DEMOLITION, NEW CONSTRUCTION, ELECTRICAL OR PLUMBING WORK BUILDING AREA IN SCOPE REQUIRING ONLY NEW COSMETIC WALL, CEILING AND FLOOR FINISHES OR REPLACEMENT l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 DEMO, NEW & FINISH PLAN______ A115 01 DEMO & NEW RCP DEMO, NEW & FINISH PLAN DEMO & NEW RCP______ A165 01 ______ A116 01 ______ A166 01 ______ A167 01 ______ A117 01 DEMO, NEW & FINISH PLAN DEMO & NEW RCP ______ A118 01 ______ A168 01 DEMO, NEW & FINISH PLAN DEMO & NEW RCP g e n e r a l n o t e s EXISTING PLANS FOR ORIENTATION PURPOSES ONLY. REFERENCE ENLARGED PLANS FOR WORK BEING DONE WITHIN THE LIMIT OF WORK. EXISTING WALLS l e g e n d LIMIT OF WORK 26,898 SF 7,124 SF 1,269 SF 35,291 SF TOTAL AREA OF LOWER LEVEL NOT IN SCOPE (NO WORK) TOTAL AREA OF T.I. FOR COSMETIC FINISHES ONLY TOTAL AREA OF T.I. REQUIRING PERMIT FOR DEMOLITION, NEW CONSTRUCTION, ELECTRICAL OR PLUMBING WORK TOTAL LOWER LEVEL SQUARE FOOTAGE l o w e r l e v e l s c o p e b r e a k d o w n 30,582 SF 5,301 SF 3,70 SF 36,253 SF TOTAL AREA OF LOWER LEVEL NOT IN SCOPE (NO WORK) TOTAL AREA OF T.I. FOR COSMETIC FINISHES ONLY TOTAL AREA OF T.I. REQUIRING PERMIT FOR DEMOLITION, NEW CONSTRUCTION, ELECTRICAL OR PLUMBING WORK TOTAL LOWER LEVEL SQUARE FOOTAGE s e c o n d l e v e l s c o p e b r e a k d o w n l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 0 0 P M 01/23/2026 Checker Author CAP030945 A001 1ST AND 2ND FLOOR INDEX PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1/16" = 1'-0"02 2nd floor existing index floor plan 1/16" = 1'-0"01 1st floor - existing index floor plan No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 0 8'16'4'0 8'16'4' 09-2027 UP UP UP BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 1315 SF CORRD 1300 66 SF ADRFT 1150B 145 SF VESTI 1153A 162 SF TLPUB 1155166 SF TLPUB 1154145 SF CORRD 1101 NO NEW WORK typ. E62 AR E A B 1 02 / A 1 1 2 AR E A A 1 110 SF STAIR ST01 CG CG 145 SF VESTI 1153A 145 SF CORRD 1101 1315 SF CORRD 1300 66 SF ADRFT 1150B ______ A121 08 TOILET DEMO PLAN NO NEW WORK AR E A B 1 01 / A 1 1 2 AR E A A 1 110 SF STAIR ST01 162 SF TLPUB 1155166 SF TLPUB 1154 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 0 4 P M 01/23/2026 Checker Author CAP030945 A111 1ST FLOOR - AREA A1 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"02 1st floor enlarged new floor plan - area A1 3/16" = 1'-0"03 1st floor - enlarged finish plan - area A1 3/16" = 1'-0"01 1st floor - enlarged demo plan - area A1 k e y n o t e s 0009 09 (N) FULL TILE START POINT; CENTER OF TILE TO BE CENTER WITH STAIRS, LONG EDGE TO ALIGN WITH EDGE OF ADJACENT WALL 0930 01 (N) TILE FINISH ON (E) STAIR TREADS AND RISERS 0930 02 (N) WALK OFF MAT; MATCH SIZE & LOCATION OF EXISTING U.N.O. 0930 03 (N) TILE FLOOR TO REPLACE (E) FLOORING D15 DEMO (E) CORNER GUARD E62 LINE OF CEILING ABOVE (SHOWN DASHED) E84 (N) FLOOR TRANSITION LOCATION TO MATCH EXISTING 0 4'8'2' 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 1254 SF WTAGN 1301 326 SF WTAGN 1001 1315 SF CORRD 1300 157 SF CORRD 1300E 151 SF RECEP 1302 1315 SF CORRD 1300 D45 E63 D14 AR E A B 1 AR E A A 1 01 / A 1 1 1 typ. E62 CG typ. of 7 E65 ADD 03 AR E A C 1 01 / A 1 1 3 AR E A B 1 CG CG CG D10 D23 D13 D13 E67 E65 E65 E68 E68 D46 CG D48 D49 D49 D49 D14 D52 D52D52 D52 typ. D30 typ. D30 D18 D18 D54 1254 SF WTAGN 1301 326 SF WTAGN 1001 151 SF RECEP 1302 157 SF CORRD 1300E 1315 SF CORRD 1300 0640 01 0640 01 typ. E62 A741 20A 05D 05A05C O5B 20B 20D 20C AR E A B 1 AR E A A 1 02 / A 1 1 1 AR E A C 1 02 / A 1 1 3 AR E A B 1 0641 01 1044 01 A740 20H 20G E67 E10 E10 E10 E11 CG CGCG CG CG ______ A850 10 11' - 7" F. O . F . l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 0 6 P M 01/23/2026 Checker Author CAP030945 A112 1ST FLOOR - AREA B1 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"02 1st floor - enlarged new floor plan - area B1 3/16" = 1'-0"01 1st floor - enlarged demo plan - area B1 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 3/16" = 1'-0"03 1st floor - enlarged finish plan - area B1 k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 0641 01 (N) RECEPTION CASEWORK 1044 01 (N) RECESSED FIRE EXTINGUISHER CABINET ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D10 DEMO (E) WALL MOUNTED SHADOWBOX CASEWORK D13 DEMO (E) INTERIOR GLAZING SYSTEM D14 DEMO (E) WALL MOUNTED MONITOR D18 DEMO (E) SIGNAGE D23 DEMO (E) RECESSED DISPLAY CASE D30 DEMO (E) CASEWORK D45 DEMO (E) WALL MOUNTED EXIT SIGN D46 DEMO (E) WALL MOUNTED FIRE STROBE & REPLACE WITH (N) CEILING MOUNTED FIRE STROBE - REF. RCP D48 DEMO (E) WALL COVER PLATE. CUT & CAP ANY PIPING PER PLUMBING DRAWINGS D49 DEMO (E) WALL HUNG SENSOR & REPLACE IN PLACE WITH CEILING HUNG SENSOR D52 DEMO (E) WALL; RELOCATE ANY RECEPTACLES ON WALL IF APPLICABLE D54 REMOVE (E) FLOOR BOX & WIRING. CUT/CAP (E) CONDUITS BELOW. ROUTE NEW POWER/DATA VIA REMAINING BOXES PER ELECTRICAL E10 (N) LOCATION OF (E) THERMOSTAT E11 (N) LOCATION OF (E) LIGHT SWITCH E62 LINE OF CEILING ABOVE (SHOWN DASHED) E63 (E) LIGHT SWITCH TO BE RELOCATED E65 (E) THERMOSTAT TO BE RELOCATED E67 (E) ELECTRICAL FLOOR BOX TO REMAIN; (N) RECEPTION DESKS ABOVE - V.I.F. EXACT LOCATION E68 (E) FIRE EXTINGUISHER CABINET & ASSOCIATED SIGNAGE TO BE RELOCATED 0 4'8'2' 09-2027 UPUPUP BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 492 SF CORRD 1502 613 SF LOBBY 1501 300 SF CORRD 1500 300 SF CORRD 1500 157 SF CORRD 1300E 70 SF ATELE 1498 AR E A C 1 AR E A B 1 01 / A 1 1 2 AREA C1 AREA D1 01/A114 E31 ADD 02 ADD 03 NO NEW WORK typ. E17 typ. ADD 03 ADD 03 typ. ADD 03 ADD 03 ADD 03 119 SF STAIR ST02 D30 D18 D18 D18 492 SF CORRD 1502 613 SF LOBBY 1501 300 SF CORRD 1500 300 SF CORRD 1500 157 SF CORRD 1300E 70 SF ATELE 1498 AR E A C 1 AR E A B 1 02 / A 1 1 2 AREA C1 AREA D1 02/A114 CG CG CG CG CG CG CG CG CG CG E28 ______ A850 15 typ. E17 typ. E62 CG CG CG CG typ. E62 NO NEW WORK 119 SF STAIR ST02 E31 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 0 9 P M 01/23/2026 Checker Author CAP030945 A113 1ST FLOOR - AREA C1 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"02 1st floor - enlarged new floor plan - area C1 3/16" = 1'-0"03 1st floor - enlarged finish plan - area C1 3/16" = 1'-0"01 1st floor - enlarged demo floor plan - area C1 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 k e y n o t e s 0009 09 (N) FULL TILE START POINT; CENTER OF TILE TO BE CENTER WITH STAIRS, LONG EDGE TO ALIGN WITH EDGE OF ADJACENT WALL 0930 01 (N) TILE FINISH ON (E) STAIR TREADS AND RISERS 0930 02 (N) WALK OFF MAT; MATCH SIZE & LOCATION OF EXISTING U.N.O. 0930 03 (N) TILE FLOOR TO REPLACE (E) FLOORING ADD 02 DEMO & REPLACE (E) WALL SCONCE LIGHTING (ADDITIVE ALTERNATE #2) ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D04 DEMO (E) FLOOR FINISH; PREP SURFACE FOR NEW FLOOR FINISH D09 DEMO (E) PAYPHONE D15 DEMO (E) CORNER GUARD D18 DEMO (E) SIGNAGE D30 DEMO (E) CASEWORK E17 (E) CHECK-IN KIOSK REMOVE AND REINSTALL - REFERENCE FLOOR PLAN FOR LOCATION E23 (E) CASEWORK TO BE RESURFACED E28 (E) VENDING MACHINE TO REMAIN - REMOVE AND REINSTALL AS REQ'D TO INSTALL (N) WORK E31 (E) DRINKING FOUNTAIN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL (N) WALL TILE FINISH E62 LINE OF CEILING ABOVE (SHOWN DASHED) E84 (N) FLOOR TRANSITION LOCATION TO MATCH EXISTING 0 4'8'2'0 4'8'2'0 4'8'2' 09-2027 BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 542 SF WTAGN 1703 532 SF WTAGN 1604 53 SF PMG / WSGEN 1713 827 SF RECEP 1702 581 SF WTAGN 1701 492 SF CORRD 1502 51 SF PMG / TLGEN 1518 28 SF TLPUB 1622 50 SF VESTI 830 ______ A125 03 ______ A123 03 ______ A124 03 typ. D04 AREA C1 01/A113 AREA D1 D11 D30 D26 typ. E42 typ. E42 typ. D15 D18 D18 E32 542 SF WTAGN 1703 532 SF WTAGN 1604 827 SF RECEP 1702 581 SF WTAGN 1701 492 SF CORRD 1502 51 SF PMG / TLGEN 1518 28 SF TLPUB 1622 50 SF VESTI 830 E68 0640 01 typ. E62 ______ A123 04______ A123 10 TOILET ACCESSORIES PLAN NEW FLOOR PLAN TOILET ACCESSORIES PLAN NEW FLOOR PLAN TOILET ACCESSORIES PLAN NEW FLOOR PLAN 53 SF PMG / WSGEN 1713 AREA C1 02/A113 AREA D1 CG CG CG CG CG CG CG CG CG CG CGCG CG CG CG CGCG CG CG CG CGCGCGCG CG CG typ. E62 CG E62 E42 typ. E42 E42 typ. E32 E32 E32 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 1 2 P M 01/23/2026 Checker Author CAP030945 A114 1ST FLOOR - AREA D1 - ENLARGED DEMO PLAN , NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"02 1st floor - enlarged new floor plan - area D1 3/16" = 1'-0"03 1st floor - enlarged finish plan - area D1 3/16" = 1'-0"01 1st floor - enlarged demo plan - area D1 k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 D04 DEMO (E) FLOOR FINISH; PREP SURFACE FOR NEW FLOOR FINISH D11 DEMO (E) ARCHITECTURAL PANEL D15 DEMO (E) CORNER GUARD D18 DEMO (E) SIGNAGE D26 DEMO (E) CASEWORK AND TV MONITOR COMPLETE D30 DEMO (E) CASEWORK E32 (E) COLUMN COVERS / COLUMN TO REMAIN - PROTECT E42 (E) CASEWORK TO REMAIN - PROTECT - NO NEW WORK E62 LINE OF CEILING ABOVE (SHOWN DASHED) E68 (E) FIRE EXTINGUISHER CABINET & ASSOCIATED SIGNAGE TO BE RELOCATED 0 4'8'2'0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 DN DNDN BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 ______ A126 08 typ. D04 typ. D04 168 SF TLPUB 2016 121 SF COORD 2011B 97 SF WTAGN 2002 E61 D16 typ. of 2 typ. D04 typ. D15 AR E A B 2 01 / A 1 1 6 AR E A A 2 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 A745 05A 05B 05C A745 10B10A A745 15B 15A A745 19A 19C 19B A127 20A ______ A126 09______ A126 20 TOILET ACCESSORIES PLAN NEW FLOOR PLAN 121 SF COORD 2011B 97 SF WTAGN 2002 A745 20C 20A 20B CG CGCG CG CG CG CGCG CG AR E A B 2 02 / A 1 1 6 AR E A A 2 E61 168 SF TLPUB 2016 E62 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 1 7 P M 01/23/2026 Checker Author CAP030945 A115 2ND FLOOR - AREA A2 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo plan - area A2 3/16" = 1'-0"03 2nd floor - enlarged finish plan - area A2 3/16" = 1'-0"02 2nd floor - enlarged new floor plan - area A2 0 4'8'2'0 4'8'2'0 4'8'2' k e y n o t e s 0009 10 (N) FULL TILE START POINT; CENTER OF TILE TO BE CENTER WITH STAIR LANDING, LONG EDGE TO ALIGN WITH EDGE OF LANDING THREAD 0930 01 (N) TILE FINISH ON (E) STAIR TREADS AND RISERS D04 DEMO (E) FLOOR FINISH; PREP SURFACE FOR NEW FLOOR FINISH D15 DEMO (E) CORNER GUARD D16 DEMO (E) LIGHT FIXTURE E61 (E) GUARDRAILS TO REMAIN, REFINISH E62 LINE OF CEILING ABOVE (SHOWN DASHED) No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218 104 SF RECEP 2217A AR E A B 2 AR E A A 2 01 / A 1 1 5 AREA B2 AREA C2 01/A117 D39 D30 typ. D15 E23 E47D19 D20 D30 D39 D25 D14 D18D18 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218104 SF RECEP 2217A A746 15B 15A A746 20C20A 20B 20D A747 10AA747 10F 10E 10D 10B A746 15D 15C 10C AR E A B 2 AR E A A 2 02 / A 1 1 5 AREA B2 AREA C2 02/A117 CG CG CG CG CG CG CG CG CG 0640 01 A747 15B 15A E23 ______ A850 20 E62 0640 01 CG CG typ. E62 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 2 0 P M 01/23/2026 Checker Author CAP030945 A116 2ND FLOOR - AREA B2 - ENLARGED PLAN DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo plan - area B2 3/16" = 1'-0"03 2nd floor - enlarged finish plan - area B2 3/16" = 1'-0"02 2nd floor - enlarged new floor plan - area B2 0 4'8'2' 0 4'8'2' 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 1114 01 PROVIDE MOVEABLE LINE CONTROL STANCHION PER SCHEDULE - NUMBER AND CONFIGURATION TO BE CONFIRMED BY USERS D14 DEMO (E) WALL MOUNTED MONITOR D15 DEMO (E) CORNER GUARD D18 DEMO (E) SIGNAGE D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD D20 DEMO (E) WALL MOUNTED FOLDER / PAMPLET RACK D25 DEMO (E) WALL MOUNTED MONITOR AND SUPPORT BRACKET COMPLETE D30 DEMO (E) CASEWORK D39 DEMO (E) WALL COVERING E23 (E) CASEWORK TO BE RESURFACED E47 (E) WALL MOUNTED MONITOR TO REMAIN E62 LINE OF CEILING ABOVE (SHOWN DASHED) 09-2027 DN DNDN BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW E61 AREA B2 01/A116 AREA C2 D16 typ. of 3 E61 typ. E45 ADD 03 typ. ADD 03 typ. ADD 02 typ. ADD 02 typ. ADD 03 typ. ADD 03 AREA C2 AREA D2 01/A118 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B A747 15B 15A A747 20A20B OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AREA B2 02/A116 AREA C2 AREA C2 AREA D2 02/A118 typ. E45 E61 E61 2650 01 typ. of 3 typ. ADD 02 typ. ADD 02 CG CG CG CG typ. E62 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 2 3 P M 01/23/2026 Checker Author CAP030945 A117 2ND FLOOR - AREA C2 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo plan - area C2 3/16" = 1'-0"03 2nd floor - enlarged finish plan - area C2 3/16" = 1'-0"02 2nd floor - enlarged new floor plan - area C2 k e y n o t e s 0009 09 (N) FULL TILE START POINT; CENTER OF TILE TO BE CENTER WITH STAIRS, LONG EDGE TO ALIGN WITH EDGE OF ADJACENT WALL 0009 10 (N) FULL TILE START POINT; CENTER OF TILE TO BE CENTER WITH STAIR LANDING, LONG EDGE TO ALIGN WITH EDGE OF LANDING THREAD 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 02 DEMO & REPLACE (E) WALL SCONCE LIGHTING (ADDITIVE ALTERNATE #2) ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D16 DEMO (E) LIGHT FIXTURE E45 (E) GLASS BLOCK GUARDRAIL TO REMAIN E61 (E) GUARDRAILS TO REMAIN, REFINISH E62 LINE OF CEILING ABOVE (SHOWN DASHED) 0 4'8'2'0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300______ A128 03 typ. ADD 03 typ. ADD 02 typ. D40 ADD 03 ADD 03 ADD 03 AREA C2 01/A117 AREA D2 TOILET DEMO PLAN 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300 A749 10A A749 10B A749 10C A749 10D ______ A128 04 ______ A128 10 A748 10A10BTOILET ACCESSORIES PLAN NEW FLOOR PLAN AREA C2 02/A117 AREA D2 0640 01 E62 typ. 2650 01 0640 01 10C CG CG EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 6 / 2 0 2 6 1 0 : 0 7 : 0 1 A M 01/22/2026 Checker Author CAP030945 A118 2ND FLOOR - AREA D2 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 EXTERIOR SIGNAGE - SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo plan - area D2 3/16" = 1'-0"03 2nd floor - enlarged finish plan - area D2 3/16" = 1'-0"02 2nd floor - enlarged new floor plan - area D2 k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 02 DEMO & REPLACE (E) WALL SCONCE LIGHTING (ADDITIVE ALTERNATE #2) ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D40 DEMO (E) FLOOR MOUNTED SANITZER DISPENSER E62 LINE OF CEILING ABOVE (SHOWN DASHED) 0 4'8'2'0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 KAISER PERMANENTE BUILDINGS ON BRAND SANTA ANA PL A N C H E C K R E S U B M I T T A L 09-2027 BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG f l o o r p l a n n o t e s 1. REFERENCE TYPICAL NOTES ON SHEET T002. 2. FOR DEMOLITION NOTES, PLAN NOTES, FINISH NOTES, ABBREVIATION & SYMBOLS, REFERENCE SHEET T002 3. FOR FINISH SCHEDULE REFERENCE SHEET A700 5. ALL CLOSERS TO TOILET ROOMS BEING REMODELED TO BE ADJUSTED SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION TO 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM. 6. ALL EXISTING FREESTANDING WASTE RECEPTACLES AT EXISTING TOILET ROOMS ARE TO BE REMOVED. 7. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAX. IN ALL DIRECTIONS 8. FOR CONCRETE SAWCUT, REMOVAL AND PATCHBACK REFERENCE DETAIL 17/A841 EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION 143 SF STAIR ST02 FT-1 FT-1 08 A119 ______ BASE TO CONTINUE THROUGHOUT SP 148 SF STAIR ST01 ST A I R S T R I N G E R ST A I R S T R I N G E R RB - 1 RT-09 STR-1STR-1 BA S E T O C O N T I N U E T H R O U G H O U T STAIR STRINGER: TARKETT JOHNSONITE RUBBER STRINGER; SIZE 10"X6"; GAUGE .080"; COLOR TO MATCH RB-1 10 A119 ______ RB-1 BASE TO CONTINUE THROUGHOUT 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 6 / 2 0 2 6 1 0 : 0 4 : 0 9 A M 01/22/2026 Checker Author CAP030945 A119 ENLARGED STAIR TILE & BASE LAYOUT - ST01 & ST02 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 EXTERIOR SIGNAGE - SANTA ANA k e y n o t e s E88 (E) HANDRAILS TO REMAIN 0 4'8'2'0 4'8'2' 3/8" = 1'-0"18 enlarged stair plan - ST02 3/8" = 1'-0"20 enlarged stair plan - ST01 3/8" = 1'-0"08 stair elevation - ST02 3/8" = 1'-0"10 stair elevation - ST01 No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 KAISER PERMANENTE BUILDINGS ON BRAND SANTA ANA PL A N C H E C K R E S U B M I T T A L 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED 166 SF TLPUB 1154 162 SF TLPUB 1155 A122 17A 66 SF ADRFT 1150B FPT-1 E61 E31 36 " C L R . 18 " 30x48 A122 20E 71 1 / 2 " 34 " 18 " M A X . 17 " M I N . F.O.F. 56"52 1/2" 18 " F.O.F. F.O.F. 60x60 60x60 71 1 / 2 " 34 " EQ EQ F. V . 68 1 / 2 " F.O.F. F.O.F. A.1A.1 CLEARANCE 2' - 8 1/4" CLEARANCE 4' - 8" CL E A R A N C E 5' - 0 " CLEARANCE 4' - 8" CLEARANCE 2' - 8 1/4" CL E A R A N C E 5' - 0 " CLEARANCE 60" MIN. CLEARANCE 60" MIN. 36"4"4"36" 66 SF ADRFT 1150B 166 SF TLPUB 1154 162 SF TLPUB 1155 E31D33 typ. D03 D20 D51 D32 162 SF TLPUB 1155166 SF TLPUB 1154 66 SF ADRFT 1150B B2 A122 20E 60x60 60x60 66 SF ADRFT 1150B 166 SF TLPUB 1154 162 SF TLPUB 1155 typ. D16 typ. D16 typ. E02 typ. E02 typ. E08 typ. E08 typ. E02 typ. E02 D43 D43 (E)FS (E)FS(E)FD (E)OC (E)FS (E)FD(E)FS (E)FS (E)FS D51 typ. E03 PT-1 PT-1 D03 below 162 SF TLPUB 1155166 SF TLPUB 1154 66 SF ADRFT 1150B 0929 03 (E)FS(E)FD (E)FS (E)FS (E)FS (E)FD (E)FS(E)FS (E)OC typ. E03 0929 03 t o i l e t p a r t i t i o n s p e c i f i c a t i o n s MANUFACTURER:BOBRICK SERIES:DESIGNERSERIES; HIGH PRESSURE LAMINATE, MAXIMUM HEIGHT STYLE:OVERHEAD-BRACED MODEL:#2042.65DS - CONTINUOUS HINGE, CONTINUOUS BRACKET AND DOOR STOP LAYOUT:REFERENCE PLANS AND ELEVATIONS FOR LAYOUT FINISH:MATCH PL-1 HARDWARE:PROVIDE OCCUPANCY INDICATOR LATCH r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 3 2 P M 01/23/2026 Checker Author CAP030945 A121 1ST FLOOR - ENLARGED PLANS - RESTROOMS 1154 AND 1155 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0929 03 (N) GYP BD FINISH AT CLG. - ALIGN SURFACE WITH ADJ. (E) CLG. - REF. DET. 20/A820 FOR FRMG. REQUIREMENTS D01 DEMO (E) LAV D02 DEMO (E) WATER CLOSET D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D05 DEMO (E) TOILET ACCESSORIES; COORDINATE WITH OWNER THOSE TO BE SALVAGED FOR REUSE D08 DEMO (E) BABY CHANGING STATION D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D16 DEMO (E) LIGHT FIXTURE D20 DEMO (E) WALL MOUNTED FOLDER / PAMPLET RACK D32 SAWCUT AND REMOVE (E) CONCRETE SLAB AS REQUIRED TO INSTALL (N) TOILET - SEE NEW RESTROOM FLOOR PLAN FOR LOCATION OF (N) WATERCLOSET D33 DEMO (E) AIR FRESHENER D34 DEMO (E) TOILET PARTITIONS, REPLACE WITH NEW PARTITIONS, ADA COMPLAINT D35 DEMO (E) SOAP DISPENSER D43 DEMO (E) METAL SOFFIT FRAME; PATCH AND REPAIR GYP. CEILING D51 DEMO (E) WALL; PATCH AND REPAIR CEILING & WALL GYP. BD. E02 (E) MECHANICAL TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E31 (E) DRINKING FOUNTAIN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL (N) WALL TILE FINISH E61 (E) GUARDRAILS TO REMAIN, REFINISH 3/8" = 1'-0"09 1154/1155 - restroom new floor plan 3/8" = 1'-0"08 1154/1155 - restroom demo plan 3/8" = 1'-0"10 1154/1155 - restroom finish plan 3/8" = 1'-0"20 1154/1155 - restroom toilet accessories plan 3/8" = 1'-0"19 1154/1155 - restroom reflected ceiling demo plan 3/8" = 1'-0"18 1154/1155 - restroom reflected ceiling plan No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED ______ ______ TI L E FU L L t o i l e t p a r t i t i o n s p e c i f i c a t i o n s MANUFACTURER:BOBRICK SERIES:DESIGNERSERIES; HIGH PRESSURE LAMINATE, MAXIMUM HEIGHT STYLE:OVERHEAD-BRACED MODEL:#2042.65DS - CONTINUOUS HINGE, CONTINUOUS BRACKET AND DOOR STOP LAYOUT:REFERENCE PLANS AND ELEVATIONS FOR LAYOUT FINISH:MATCH PL-1 HARDWARE:PROVIDE OCCUPANCY INDICATOR LATCH r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 3 7 P M 01/23/2026 Checker Author CAP030945 A122 1ST FLOOR - ELEVATIONS - RESTROOMS 1154 AND 1155 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 20 1155 TLPUB interior elevations 3/8" = 1'-0" t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED 20A 20B 20C 20D 10A 10B 10C 10D 10 1154 TLPUB interior elevations 3/8" = 1'-0" 17A 17 1506 ADRFT interior elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 20E NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. k e y n o t e s 0009 01 (N) WALL TILE TO ALIGN WITH EDGE OF VANITY CASEWORK 0009 02 (N) BASE TILE - ALIGN JOINTS WITH FLOOR TILE 0009 03 (N) WALL TILE - ALIGN JOINTS WITH FLOOR TILE JOINTS 0929 01 (N) GYP. BOARD FINISH - PAINT PER SCHEDULE 1022 02 (N) TOILET PARTITIONS, ADA COMPLIANT 1232 01 (N) CUSTOM LAVATORY CASEWORK 2242 01 (N) WATER CLOSET 2242 02 (N) URINAL 2242 03 (N) LAVATORY 2650 02 (N) LIGHTED MIRROR TO BE CENTERED ACCORDING TO SINK, REF. DETAIL 16/A841 D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D20 DEMO (E) WALL MOUNTED FOLDER / PAMPLET RACK D33 DEMO (E) AIR FRESHENER D35 DEMO (E) SOAP DISPENSER E01 (E) DOOR TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E31 (E) DRINKING FOUNTAIN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL (N) WALL TILE FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E61 (E) GUARDRAILS TO REMAIN, REFINISH 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED 51 SF PMG / TLGEN 1518 2242 01 D01 D08 D05 D05 D05 D03 51 SF PMG / TLGEN 1518 A.2 18" 18" MAX. 17" MIN.F. O . F . F. O . F . CL E A R A N C E 1' - 8 1 / 4 " CL E A R A N C E 4' - 8 " CLEARANCE 5' - 0" 51 SF PMG / TLGEN 1518 C1 M G1 E2 E6 E1 G2 51 SF PMG / TLGEN 1518 D16 typ. E08 (E)FS (E)FD 51 SF PMG / TLGEN 1518 typ. E03 (E)FS (E)FD PT-1 r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 3 9 P M 01/23/2026 Checker Author CAP030945 A123 1ST FLOOR - PLANS AND ELEVATIONS - RESTROOM 1518 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 15 1518 TLPUB interior elevations 3/8" = 1'-0" t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0009 01 (N) WALL TILE TO ALIGN WITH EDGE OF VANITY CASEWORK 0009 02 (N) BASE TILE - ALIGN JOINTS WITH FLOOR TILE 0009 03 (N) WALL TILE - ALIGN JOINTS WITH FLOOR TILE JOINTS 0929 01 (N) GYP. BOARD FINISH - PAINT PER SCHEDULE 1232 01 (N) CUSTOM LAVATORY CASEWORK 2242 01 (N) WATER CLOSET 2242 03 (N) LAVATORY 2650 02 (N) LIGHTED MIRROR TO BE CENTERED ACCORDING TO SINK, REF. DETAIL 16/A841 D01 DEMO (E) LAV D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D05 DEMO (E) TOILET ACCESSORIES; COORDINATE WITH OWNER THOSE TO BE SALVAGED FOR REUSE D08 DEMO (E) BABY CHANGING STATION D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D16 DEMO (E) LIGHT FIXTURE D33 DEMO (E) AIR FRESHENER D44 (D) EXISTING COAT HOOK E01 (E) DOOR TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E12 (E) COVER PLATE TO REMAIN E85 (N) TOWEL DISPENSER / WASTE RECEPTACLE TO REPLACE EXISTING IN SAME LOCATION 3/8" = 1'-0"03 1518 - restroom demo plan 15A 15B 15C 15D 3/8" = 1'-0"05 1518 - restroom finish plan 3/8" = 1'-0"04 1518 - restroom floor plan 3/8" = 1'-0"10 1518 - restroom toilet accessories plan 3/8" = 1'-0"09 1518 - restroom reflected ceiling demo plan 3/8" = 1'-0"08 1518 - restroom reflected ceiling plan No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED 28 SF TLPUB 1622 D01 D02 D03 28 SF TLPUB 1622 F. V . 18 " F.V. 18" F. O . F . F.O.F. 28 SF TLPUB 1622 2242 01 2242 03 G2 G1 E2 E6 E1 B2 28 SF TLPUB 1622 D16 typ. E03 typ. E08 (E)FD (E)FS D03 below 28 SF TLPUB 1622 typ. E03 (E)FD (E)FS typ. E08 PT-1 r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 4 2 P M 01/23/2026 Checker Author CAP030945 A124 1ST FLOOR - PLANS AND ELEVATIONS - RESTROOM 1622 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 15 1622 TLPUB interior elevations 3/8" = 1'-0" t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0009 01 (N) WALL TILE TO ALIGN WITH EDGE OF VANITY CASEWORK 0009 02 (N) BASE TILE - ALIGN JOINTS WITH FLOOR TILE 0009 03 (N) WALL TILE - ALIGN JOINTS WITH FLOOR TILE JOINTS 2242 01 (N) WATER CLOSET 2242 03 (N) LAVATORY 2650 02 (N) LIGHTED MIRROR TO BE CENTERED ACCORDING TO SINK, REF. DETAIL 16/A841 D01 DEMO (E) LAV D02 DEMO (E) WATER CLOSET D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D16 DEMO (E) LIGHT FIXTURE D33 DEMO (E) AIR FRESHENER D35 DEMO (E) SOAP DISPENSER E01 (E) DOOR TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E12 (E) COVER PLATE TO REMAIN 3/8" = 1'-0"03 1622 - restroom demo plan 3/8" = 1'-0"04 1622 - restroom floor plan 3/8" = 1'-0"05 1622 - restroom finish plan 3/8" = 1'-0"10 1622 - restroom toilet accessories plan 3/8" = 1'-0"09 1622 - restroom reflected ceiling demo plan 3/8" = 1'-0"08 1622 - restroom reflected ceiling plan 15A 15B 15C 15D No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE NEW GYP. BD. FINISH - PAINTED REF. DETAIL 16/A820 FOR FRAMING REQUIREMENTS 53 SF PMG / WSGEN 1713 E73 E73 53 SF PMG / WSGEN 1713 E73 E73 typ. D03 53 SF PMG / WSGEN 1713 C2G2 E2 E6 G1 E1 J typ. E73M B2 53 SF PMG / WSGEN 1713 D03 below 53 SF PMG / WSGEN 1713 EQ.EQ. V. I . F . 1' - 0 " PT-1 r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 4 5 P M 01/23/2026 Checker Author CAP030945 A125 1ST FLOOR - ENLARGED PLANS AND ELEVATIONS - RESTROOM 1713 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 15 1713 TLPUB interior elevations 3/8" = 1'-0" t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0009 01 (N) WALL TILE TO ALIGN WITH EDGE OF VANITY CASEWORK 0009 02 (N) BASE TILE - ALIGN JOINTS WITH FLOOR TILE 0009 03 (N) WALL TILE - ALIGN JOINTS WITH FLOOR TILE JOINTS 2333 01 (N) MECHNIAL GRILLE PER SCHEDULE 2650 02 (N) LIGHTED MIRROR TO BE CENTERED ACCORDING TO SINK, REF. DETAIL 16/A841 2650 03 (N) LIGHT FIXTURE PER SCHEDULE D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D05 DEMO (E) TOILET ACCESSORIES; COORDINATE WITH OWNER THOSE TO BE SALVAGED FOR REUSE D16 DEMO (E) LIGHT FIXTURE D33 DEMO (E) AIR FRESHENER D41 (D) CLG TILES & GRID AND REPLACE WITH NEW GYP. BD CLG D42 DEMO AND REPLACE MECHANICAL GRILLE PER SCHEDULE E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E12 (E) COVER PLATE TO REMAIN E73 (E) PLUMBING FIXTURES, VALVES, AND FAUCET TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL NEW FINISHES 3/8" = 1'-0"05 1713 - restroom finish plan 3/8" = 1'-0"04 1713 - restroom new floor plan 3/8" = 1'-0"03 1713 - restroom demo plan 3/8" = 1'-0"10 1713 - restroom toilet accessories plan 3/8" = 1'-0"09 1713 - restroom reflected ceiling demo plan 3/8" = 1'-0"08 1713 - restroom reflected ceiling plan 15A 15B 15C 15D No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED 169 SF TLPUB 2015 168 SF TLPUB 2016 66 SF VESTI 2011A typ. D16 typ. E08 typ. E02 typ. E02 typ. E06 typ. E08 typ. E02 D43 (E)FS (E)FD (E)FD (E)FS (E)FS (E)FD D51 typ. E03 (E)OC (E)OC (E)FD PT-1 D03 below PT-1 169 SF TLPUB 2015 168 SF TLPUB 2016 66 SF VESTI 2011A 0929 03 0929 03 (E)FD (E)FS (E)FS(E)FS (E)FD (E)FD (E)FS typ. E03 typ. E03 typ. E03 168 SF TLPUB 2016169 SF TLPUB 2015 66 SF VESTI 2011A E61 FPT-1 30 " C L R . 30x48 18 " C L R . A127 15E E31 30x48 60x60 60x60 18 " F.O.F. F.O.F. F.O.F. F.O.F. F.O.F. 34 " 71 1 / 2 " 18 " M A X . 17 " M I N . 71 1 / 2 " 18 " M A X . 17 " M I N . 34 " 68 1 / 2 " EQ . EQ . A.2 A.2 52 1/2"55 1/2" ______ A841 11 CLEARANCE 2' - 8 1/4" CLEARANCE 4' - 8" CL E A R A N C E 5' - 0 " CLEARANCE 4' - 8" CLEARANCE 2' - 8 1/4" CL E A R A N C E 5' - 0 " CLEARANCE 60" MIN. CLEARANCE 60" MIN. 36"4"4"36" 169 SF TLPUB 2015 66 SF VESTI 2011A 168 SF TLPUB 2016 D05 typ. D01 D35 D05 D08 D05 typ. D34 D02 D05 D02 D05 typ. D01 D35 typ. D05 typ. D05 typ. D05 typ. D34 typ. D05 typ. D02 typ. D08 typ. E61 D51 typ. E31 D03 D03 D32 169 SF TLPUB 2015 168 SF TLPUB 2016 66 SF VESTI 2011A E2E6E1G1 G2 MA N E U V E R I N G 60 " M I N . MANEUVERING 60" MIN. A127 15E E6E1 60x60 60x60 r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. t o i l e t p a r t i t i o n s p e c i f i c a t i o n s MANUFACTURER:BOBRICK SERIES:DESIGNERSERIES; HIGH PRESSURE LAMINATE, MAXIMUM HEIGHT STYLE:OVERHEAD-BRACED MODEL:#2042.65DS - CONTINUOUS HINGE, CONTINUOUS BRACKET AND DOOR STOP LAYOUT:REFERENCE PLANS AND ELEVATIONS FOR LAYOUT FINISH:MATCH PL-1 HARDWARE:PROVIDE OCCUPANCY INDICATOR LATCH 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 4 9 P M 01/23/2026 Checker Author CAP030945 A126 2ND FLOOR - ENLARGED PLANS - RESTROOMS 2015 AND 2016 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0929 03 (N) GYP BD FINISH AT CLG. - ALIGN SURFACE WITH ADJ. (E) CLG. - REF. DET. 20/A820 FOR FRMG. REQUIREMENTS D01 DEMO (E) LAV D02 DEMO (E) WATER CLOSET D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D05 DEMO (E) TOILET ACCESSORIES; COORDINATE WITH OWNER THOSE TO BE SALVAGED FOR REUSE D08 DEMO (E) BABY CHANGING STATION D16 DEMO (E) LIGHT FIXTURE D32 SAWCUT AND REMOVE (E) CONCRETE SLAB AS REQUIRED TO INSTALL (N) TOILET - SEE NEW RESTROOM FLOOR PLAN FOR LOCATION OF (N) WATERCLOSET D34 DEMO (E) TOILET PARTITIONS, REPLACE WITH NEW PARTITIONS, ADA COMPLAINT D35 DEMO (E) SOAP DISPENSER D43 DEMO (E) METAL SOFFIT FRAME; PATCH AND REPAIR GYP. CEILING D51 DEMO (E) WALL; PATCH AND REPAIR CEILING & WALL GYP. BD. E02 (E) MECHANICAL TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E31 (E) DRINKING FOUNTAIN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL (N) WALL TILE FINISH E61 (E) GUARDRAILS TO REMAIN, REFINISH 3/8" = 1'-0"19 2015/2016 - restroom reflected ceiling demo plan 3/8" = 1'-0"18 2015/2016 - restroom reflected ceiling plan 3/8" = 1'-0"09 2015/2016 - restroom new floor plan 3/8" = 1'-0"08 2015/2016 - restroom demo plan 3/8" = 1'-0"10 2015/2016 - restroom finish plan 3/8" = 1'-0"20 2015/2016 - restroom toilet accessories plan No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED ______ ______ PT-1 WT-3TI L E FU L L t o i l e t p a r t i t i o n s p e c i f i c a t i o n s MANUFACTURER:BOBRICK SERIES:DESIGNERSERIES; HIGH PRESSURE LAMINATE, MAXIMUM HEIGHT STYLE:OVERHEAD-BRACED MODEL:#2042.65DS - CONTINUOUS HINGE, CONTINUOUS BRACKET AND DOOR STOP LAYOUT:REFERENCE PLANS AND ELEVATIONS FOR LAYOUT FINISH:MATCH PL-1 HARDWARE:PROVIDE OCCUPANCY INDICATOR LATCH r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 5 3 P M 01/23/2026 Checker Author CAP030945 A127 2ND FLOOR - ELEVATIONS - RESTROOMS 2015 - 2016 RESTROOMS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 05 2015 TLPUB interior elevations 3/8" = 1'-0" t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0009 01 (N) WALL TILE TO ALIGN WITH EDGE OF VANITY CASEWORK 0009 02 (N) BASE TILE - ALIGN JOINTS WITH FLOOR TILE 0009 03 (N) WALL TILE - ALIGN JOINTS WITH FLOOR TILE JOINTS 0929 01 (N) GYP. BOARD FINISH - PAINT PER SCHEDULE 1022 02 (N) TOILET PARTITIONS, ADA COMPLIANT 1232 01 (N) CUSTOM LAVATORY CASEWORK 2242 01 (N) WATER CLOSET 2242 02 (N) URINAL 2242 03 (N) LAVATORY 2650 02 (N) LIGHTED MIRROR TO BE CENTERED ACCORDING TO SINK, REF. DETAIL 16/A841 D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D33 DEMO (E) AIR FRESHENER E01 (E) DOOR TO REMAIN E05 (E) RECEPTACLE TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E31 (E) DRINKING FOUNTAIN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL (N) WALL TILE FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E61 (E) GUARDRAILS TO REMAIN, REFINISH 05A 05B 05C 05D 15A 15B 15C 15D 15 2016 TLPUB interior elevations 3/8" = 1'-0" 20A 20 2011A VESTI interior elevations 3/8" = 1'-0" 15E No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 09-2027 BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED 36 SF TLPUB 2636 A128 20B 20A 20D 20C 18" MI N . 18 " F.O.F. F. O . F . 36 SF TLPUB 2636 typ. D03 36 SF TLPUB 2636 36 SF TLPUB 2636 D03 below 36 SF TLPUB 2636 r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e s t r o o m n o t e s 1. 2. 3. 4. 5. 6. 7. 8. FOR DEMOLITION NOTES, PLAN NOTES, ABBREVIATIONS AND SYMBOL LEGENDS, REFERENCE SHEET T002 FOR FINISH SCHEDULE, REFERENCE SHEET A700 FOR TOILET ACCESSORY MOUNTING HEIGHTS, REFERENCE 14/T154 FOR STANDARD TILE, EDGE PROFILE AND TRANSITION DETAILS, REFERENCE SHEET A841 VERIFY ALL DOOR CLOSERS TO TOILET ROOMS BEING REMODELED OPERATE SO THAT THE TIME FOR THE DOOR TO CLOSE FROM A 90° POSITION TO A POSITION 12° FROM THE LATCH SHALL BE 5 SECONDS MINIMUM PUSH FORCE REQ'D TO OPEN THE DOORS SHALL NOT EXCEED 5LBS. ADJUST DOOR CLOSERS AS REQUIRED TO COMPLY. SLOPE AT NEW TILE FLOORING SHALL BE 2% MAXIMUM IN ALL DIRECTIONS DEMO AND REMOVE ALL EXISTING FREESTANDING WASTE RECEPTACLES IN TOILET ROOMS. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 5 5 P M 01/23/2026 Checker Author CAP030945 A128 2ND FLOOR - ENLARGED PLANS AND ELEVATIONS - RESTROOMS 2636 Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA t o i l e t a c c e s s o r i e s s c h e d u l e mark description mfr.model power recessed installation B2 SENSOR OPERATED PAPER TOWEL DISPENSER TORK 5511282 No No SURFACE-MOUNTED C1 RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE BOBRICK WASHROOM EQUIPMENT, INC.53590 Yes Yes C2 RECESSED WASTE RECEPTACLE WITH DISPOSAL DOOR BOBRICK B-35633 Yes E1 SURFACE-MOUNTED SEAT-COVER DISPENSER BOBRICK B-221 CLASSIC SERIES No No SURFACE-MOUNTED E2 SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL BOBRICK B-254 CLASSIC SERIES No No SURFACE-MOUNTED E6 SURFACE-MOUNTED TOILET TISSUE DISPENSER WITH HOODS BOBRICK B-6999 No No SURFACE-MOUNTED G1 GRAB BARS WITH SNAP FLANGE, 48"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 48" G2 GRAB BARS WITH SNAP FLANGE, 36"BOBRICK WASHROOM EQUIPMENT, INC.B-5806 SERIES, 36" J RECESSED CHANGING STATION KOALA KARE KB310-SSRE M TOUCH FREE SOAP DISPENSER ECOLAB 92021121 No No SURFACE-MOUNTED k e y n o t e s 0009 01 (N) WALL TILE TO ALIGN WITH EDGE OF VANITY CASEWORK 0009 02 (N) BASE TILE - ALIGN JOINTS WITH FLOOR TILE 0009 03 (N) WALL TILE - ALIGN JOINTS WITH FLOOR TILE JOINTS 0929 01 (N) GYP. BOARD FINISH - PAINT PER SCHEDULE 1232 01 (N) CUSTOM LAVATORY CASEWORK 2242 01 (N) WATER CLOSET 2650 02 (N) LIGHTED MIRROR TO BE CENTERED ACCORDING TO SINK, REF. DETAIL 16/A841 D01 DEMO (E) LAV D02 DEMO (E) WATER CLOSET D03 DEMO (E) WALL FINISH AS REQUIRED TO RECEIVE NEW WALL FINISHES D05 DEMO (E) TOILET ACCESSORIES; COORDINATE WITH OWNER THOSE TO BE SALVAGED FOR REUSE D33 DEMO (E) AIR FRESHENER E01 (E) DOOR TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH 20 2636 TLPUB interior elevations 3/8" = 1'-0" 3/8" = 1'-0"05 2636 - restroom finish plan 3/8" = 1'-0"04 2636 - restroom new floor plan 3/8" = 1'-0"03 2636 - restroom demo plan 3/8" = 1'-0"10 2636 - restroom toilet accessories plan 3/8" = 1'-0"09 2636 - restroom reflected ceiling demo plan 3/8" = 1'-0"08 2636 - restroom reflected ceiling plan 20A 20B 20C 20D No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 66 SF ADRFT 1150B 145 SF CORRD 1101 166 SF TLPUB 1154 162 SF TLPUB 1155 145 SF VESTI 1153A 110 SF STAIR ST01 AR E A B 1 01 / A 1 6 2 AR E A A 1 NO NEW WORK OPEN TO ABOVE (E)FS (E)SP (E)FS (E)OC (E)FS (E)SP (E)FS (E)SC(E)SP (E)FS (E)OC (E)FS (E)FS (E)FS (E)OC (E)FS (E)FD (E)FD (E)FS (E)FS (E)FS (E)FS (E)FS (E)SP D16 typ. of 2 typ. E27 typ. E27 typ. E03 66 SF ADRFT 1150B 145 SF CORRD 1101 166 SF TLPUB 1154 162 SF TLPUB 1155 145 SF VESTI 1153A 110 SF STAIR ST01 AR E A B 1 02 / A 1 6 2 AR E A A 1 NO NEW WORK OPEN TO ABOVE 2650 01 typ. of 2 ACS-2 ACS-2 ACS-2 ACS-2 ACS-2 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 4 : 5 7 P M 01/23/2026 Checker Author CAP030945 A161 1ST FLOOR - AREA A1 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 1st floor - enlarged demo rcp - area A1 3/16" = 1'-0"02 1st floor - enlarged new rcp - area A1 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s 2650 01 (N) WALL SCONCE TO REPLACE EXISTING D06 DEMO (E) CEILING TILES, PAINT EXISTING GRID, CLEAN AND PAINT HVAC D16 DEMO (E) LIGHT FIXTURE E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 1254 SF WTAGN 1301 326 SF WTAGN 1001 157 SF CORRD 1300E 1254 SF WTAGN 1301 AR E A B 1 AR E A A 1 02 / A 1 6 1 AR E A C 1 02 / A 1 6 3 AR E A B 1 03 A820 ______ 0929 02 04 A820 ______04 A820 ______ ADD 03 0929 02 E03 (E)FS (E)OC (E)FS (E)FS (E)OC (E)FS (E)FD (E)FS (E)FS(E)SP (E)SP (E)FD (E)FD (E)FS (E)WF (E)OC (E)FS (E)FD (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS(E)FS (E)FS (E)FS (E)FD (E)FD (E)FD (E)FS(E)FS (E)FD (E)FS (E)SP (E)FS (E)FS (E)FD (E)FS (E)FS (E)FS (E)SP (E)FS (E)FD (E)FD (E)FS (E)FS (E)WF (E)CL (E)FD (E)FS (E)FS (E)SP E70 D49D49D49 EQ EQ 2650 03 typ. of 3 typ. of 2 typ. in all locations where (e)soffit is being altered 8' - 0"8' - 0" 9' - 0" 8' - 0" 0924 03 V.I.F.V.I.F.V.I.F. V.I.F. level with adjacent existing gyp. ceiling typ. E08 (E)SC (E)FS (E)SC (E)FS (E)FS (E)FS (E)FS 05 A820 ______ E72 ACS-2 ACS-2 ACS-2 ACS-2 ACS-2 ACS-2 1254 SF WTAGN 1301 326 SF WTAGN 1001 1315 SF CORRD 1300 157 SF CORRD 1300E AR E A B 1 AR E A A 1 01 / A 1 6 1 AR E A C 1 01 / A 1 6 3 AR E A B 1 typ. E03 ADD 03 (E)FS (E)SP (E)FS (E)FD (E)FD (E)FS (E)WF (E)FS (E)FD (E)FS (E)SP (E)OC (E)FS (E)OC (E)FS (E)FS (E)SP (E)OC (E)FS (E)FS (E)FS (E)FD (E)SP (E)FS (E)FS (E)FD (E)FS (E)SP (E)FS (E)FD (E)FS (E)CL (E)FD (E)FS (E)FS(E)WF(E)FD(E)FS(E)FS (E)FS(E)FS (E)FS (E)FD (E)FS (E)FS (E)FS (E)FD (E)FS (E)FD (E)FD (E)FS(E)FS(E)FS (E)FS typ. E27 E71 typ. E71 typ. E71 D16 typ. of 3 E16 E16 E08 above r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 3/16" = 1'-0"01 1st floor - enlarged demo rcp - area B1 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 0 0 P M 01/23/2026 Checker Author CAP030945 A162 1ST FLOOR - AREA B1 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"02 1st floor - enlarged new rcp - area B1 0 4'8'2' 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s 0924 03 (N) GYP BD FINISH - PAINT 0929 02 (N) GYP BD SOFFIT PER NEW REFLECTED CEILING PLAN 2650 03 (N) LIGHT FIXTURE PER SCHEDULE ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D16 DEMO (E) LIGHT FIXTURE D37 DEMO (E) ALCOVE AND REPLACE WITH SOFFIT DETAIL D49 DEMO (E) WALL HUNG SENSOR & REPLACE IN PLACE WITH CEILING HUNG SENSOR E03 (E) LIGHT FIXTURE TO REMAIN E08 (E) ACCESS PANEL TO REMAIN - PAINT U.N.O. E16 (E) LIGHT FIXTURE TO REMAIN - REMOVE AND REINSTALL AND RECONNECT TO ELECTRICAL AS REQUIRED TO INSTALL NEW SOFFIT. E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E70 (N) CEILING HUNG FIRE STROBE TO REPLACE (E) WALL HUNG FIRE STROBE E71 REMOVE & REINSTALL (E) FIRE SPRINKLER IN PLACE AFTER SOFFIT ALTERATIONS HAVE BEEN COMPLETED E72 REMOVE & REINSTALL (E) SECURITY CAMERA AFTER SOFFIT ALTERATIONS HAVE BEEN COMPLETED 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 492 SF CORRD 1502 613 SF LOBBY 1501 300 SF CORRD 1500 300 SF CORRD 1500 157 SF CORRD 1300E AR E A C 1 AR E A B 1 01 / A 1 6 2 AREA C1 AREA D1 01/A164 (E)FS E03 ADD 03 OPEN TO ABOVE ADD 03 ADD 03 (E)FS ADD 03 D16 typ. of 3 typ. E27 typ. E03 492 SF CORRD 1502 613 SF LOBBY 1501 300 SF CORRD 1500 300 SF CORRD 1500 157 SF CORRD 1300E AR E A C 1 AR E A B 1 02 / A 1 6 2 AREA C1 AREA D1 02/A164 ADD 03 ADD 03 (E)FS OPEN TO ABOVE E03 ADD 03 (E)FS 2650 01 E52 E52 typ. of 3 ACS-2 ACS-2 ACS-2 ACS-1 ACS-1 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 0 2 P M 01/23/2026 Checker Author CAP030945 A163 1ST FLOOR - AREA C1 - ENLARGED DEMO AND NEW RELFECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 1st floor - enlarged demo rcp - area C1 3/16" = 1'-0"02 1st floor - enlarged new rcp - area C1 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D16 DEMO (E) LIGHT FIXTURE E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 53 SF PMG / WSGEN 1713 542 SF WTAGN 1703 532 SF WTAGN 1604 28 SF TLPUB 1622 827 SF RECEP 1702 581 SF WTAGN 1701 51 SF PMG / TLGEN 1518 50 SF VESTI 830 492 SF CORRD 1502 ______ A124 09 ______ A125 09 AREA C1 01/A163 AREA D1 (E)FD (E)SP (E)OC (E)FS (E)FS (E)FD (E)FD (E)FD (E)FS (E)FS (E)FD (E)FS (E)OC (E)SP (E)FS (E)FS (E)FS (E)FS (E)FS (E)SP (E)FD (E)SP (E)FS (E)SP (E)FS (E)SP (E)FS (E)FS (E)FS(E)FD(E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FD (E)FS(E)FS (E)FS (E)FD (E)FS (E)FS (E)FS (D)FD (E)FS (D)OC (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)OC (E)FS (E)FD (E)FS (E)FS D16 D41 53 SF PMG / WSGEN 1713 542 SF WTAGN 1703 532 SF WTAGN 1604 827 SF RECEP 1702 581 SF WTAGN 1701 492 SF CORRD 1502 50 SF VESTI 830 51 SF PMG / TLGEN 1518 28 SF TLPUB 1622 AREA C1 02/A163 AREA D1 (E)FS (E)SC (E)FS (E)FS (E)FS (E)FS (E)SP (E)FS (E)OC (E)FD (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)OC (E)FS (E)FD (E)FS (E)FS (E)FS(E)FS (E)FS (E)SC (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FD(E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)FD (E)FS (E)FS (E)SP (E)FD (E)SP (E)FS (E)SP (E)FS (E)FS (E)FS (E)OC (E)SP (E)FS (E)FS (E)FD (E)FS (E)FS (E)FS (E)FD (E)FS (E)FD (E)FD (E)FS (E)OC (E)FD (E)SP (E)FS (N)FD (N)OC typ. E03 typ. E03 typ. E27 typ. E03 typ. E27 ACS-2ACS-2 ACS-1 ACS-2 ACS-2 ACS-2 ACS-1 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 0 5 P M 01/23/2026 Checker Author CAP030945 A164 1ST FLOOR - AREA D1 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 1st floor - enlarged demo rcp - area D1 3/16" = 1'-0"02 1st floor - enlarged new rcp - area D1 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s D16 DEMO (E) LIGHT FIXTURE D41 (D) CLG TILES & GRID AND REPLACE WITH NEW GYP. BD CLG E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 ______ A126 19 (E)FS (E)FD (E)FD (E)SP (E)FD (E)FS (E)FD (E)FS (E)WF(E)FS (E)OC (E)SP (E)FS (E)FS (E)FS (E)OC (E)FS(E)FS (E)FS (E)FS (E)FD (E)SC 121 SF COORD 2011B 168 SF TLPUB 2016 AR E A B 2 01 / A 1 6 6 AR E A A 2 E57 (E)FS (E)FD 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 (E)FS (E)FD (E)FD (E)SP (E)FD (E)FS (E)FD (E)FS (E)WF(E)FS (E)OC (E)SP (E)FS (E)FS (E)FS (E)OC (E)FS(E)FS (E)FS (E)FS (E)FD (E)SC ______ A126 18 168 SF TLPUB 2016 121 SF COORD 2011B AR E A B 2 02 / A 1 6 6 AR E A A 2 E57 typ. E03 typ. E03 (E)FS (E)FD (E)CP typ. E03 typ. E03 typ. E03 typ. E27 typ. E27 ACS-1 ACS-2 ACS-2 ACS-2 ACS-2 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 0 7 P M 01/23/2026 Checker Author CAP030945 A165 2ND FLOOR - AREA A2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo rcp - area A2 3/16" = 1'-0"02 2nd floor - enlarged new rcp - area A2 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E57 (E) SKYLIGHT GLAZING TO REMAIN - PROTECT 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218 104 SF RECEP 2217A ADD 03 AR E A B 2 AR E A A 2 01 / A 1 6 6 AREA B2 AREA C2 01/A167 (E)FS (E)SP (E)FS (E)OC (E)FS (E)FS (E)SP (E)FS (E)FS (E)OC (E)SP (E)FS (E)FS (E)FS (E)FS (E)SP (E)FS (E)FS (E)FS (E)FD (E)FS (E)SC (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)OC (E)FS (E)OC (E)FD (E)FS (E)FS (E)FS (E)FS (E)SP typ. E27 typ. E03 typ. E27 typ. E03 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218 104 SF RECEP 2217A (E)FS(E)FS (E)SP (E)FS (E)OC (E)FS (E)FD (E)FS (E)SC (E)FS (E)FS (E)FS (E)SP (E)FS AR E A B 2 AR E A A 2 02 / A 1 6 6 AREA B2 AREA C2 02/A167 ADD 03 (E)FS (E)SP (E)FS (E)OC (E)FS (E)FS (E)SP (E)FS (E)FS (E)FS (E)FS (E)FS (E)FS (E)OC (E)FS (E)OC (E)FD (E)FS (E)FS (E)SC (E)FS (E)FS (E)FS (E)SP E52 E52 E52 E52 E52typ. E03 typ. E27 typ. E03 typ. E27 typ. E03 typ. E27 E03 ACS-2 ACS-2 ACS-1 ACS-2 ACS-1 ACS-2 ACS-2 ACS-2ACS-2 ACS-2 ACS-1 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 0 9 P M 01/23/2026 Checker Author CAP030945 A166 2ND FLOOR - AREA B2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo rcp - area B2 3/16" = 1'-0"02 2nd floor - enlarged new rcp - area B2 0 4'8'2' 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B AREA B2 01/A166 AREA C2 AREA C2 AREA D2 01/A168 ADD 03 ADD 03 ADD 03 ADD 03 typ. ADD 02 E57 E03E03 ADD 03 (E)SP (E)FS (E)OC (E)FS (E)FS (E)FS (E)FD (E)FS (E)FD (E)FD (E)WF(E)FD(E)FD (E)FS (E)FD (E)SP (E)FD (E)FS (E)FD (E)FS (E)FD (E)SP (E)OC (E)FD (E)FD (E)FD (E)OC (E)FD (E)SP (E)FD (E)FD (E)SP (E)FD (E)OC 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B AREA B2 02/A166 AREA C2 AREA C2 AREA D2 02/A168 ADD 03 E03 E03 E57 typ. 2650 01 (E)SP (E)FS (E)OC (E)FS (E)FS (E)FS (E)FS(E)FD (E)FD (E)FS (E)SC (E)FD (E)WF (E)FD (E)FD (E)FD (E)SP (E)FD(E)FD (E)FS (E)FS (E)FD (E)SP (E)OC (E)FD (E)FD (E)FD (E)OC (E)FD (E)SP (E)FD (E)FD (E)SP (E)FD (E)OC typ. E27 typ. E03 ADD 03 ADD 03 ADD 03 ADD 03 ACS-2 ACS-2 ACS-2 ACS-2 ACS-2 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 1 2 P M 01/23/2026 Checker Author CAP030945 A167 2ND FLOOR - AREA C2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged rcp - demo - area C2 3/16" = 1'-0"02 2nd floor - enlarged rcp - new - area C2 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 02 DEMO & REPLACE (E) WALL SCONCE LIGHTING (ADDITIVE ALTERNATE #2) ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E57 (E) SKYLIGHT GLAZING TO REMAIN - PROTECT 09-2027 EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300 ______ A128 09 AREA C2 01/A167 AREA D2 OPEN TO SKYLIGHT ABOVE OPEN TO SKYLIGHT ABOVE ADD 03 typ. ADD 02 (E)FD (E)FD (E)FD(E)SP(E)FD (E)OC (E)FD (E)FD(E)FD (E)OC (E)OC (E)SP (E)FD(E)FD (E)FD (E)SP (E)FD(E)FD (E)FD E03 typ. of 2 E03 typ. of 4 typ. E03 typ. E27 E30 E30 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300 ______ A128 08 OPEN TO SKYLIGHT ABOVE AREA C2 02/A167 AREA D2 typ. 2650 01 ADD 03 OPEN TO SKYLIGHT ABOVE (E)FD (E)FD (E)FD (E)FD (E)OC (E)SP(E)FD (E)FD (E)FD (E)FD(E)FD (E)SP (E)FD (E)FD (E)OC (E)FD (E)SP (E)FD (E)OC E03 typ. E27 typ. E27 E03 typ. of 4 typ. of 2 E30 E30 ACS-2 ACS-2 r e f l e c t e d c e i l i n g p l a n n o t e s REFERENCE REFLECTED CEILING PLAN NOTES ON SHEET T002. r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 1 3 P M 01/23/2026 Checker Author CAP030945 A168 2ND FLOOR - AREA D2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/16" = 1'-0"01 2nd floor - enlarged demo rcp - area D2 3/16" = 1'-0"02 2nd floor - enlarged new rcp - area D2 0 4'8'2'0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 02 DEMO & REPLACE (E) WALL SCONCE LIGHTING (ADDITIVE ALTERNATE #2) ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) E03 (E) LIGHT FIXTURE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E30 (E) DRAPERY SHADE TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL NEW WALL FINISH 09-2027 f i n i s h p l a n n o t e s REFERENCE FINISH PLAN NOTES ON SHEET T002. c o n t r o l s t a n c h i o n s p e c i f i c a t i o n MANUFACTURER:LAVI INDUSTRIES SERIES:RETRACTABLE BELT STANCHIONS STYLE:ADA COMPLIANT DOUBLE-BELTED STANCHION MODEL:50-3060DL/SA/GY LAYOUT:TO BE DETERMINED BY USERS BELT LENGTH:10 FT. BASE STYLE:14.5" SLIM FINISH:SA - SATIN ALUMINUM BELT COLOR:GY - GRAY 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 12" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 1 4 P M 01/23/2026 Checker Author CAP030945 A700 FINISH SCHEDULE Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 DTAN@ARMSTRONGCEILINGS.COM CONTACT DAI-NEE TAN, 949-275-8169 GRID COLOR PT-1S, SEMI-GLOSS GRID EXISTING PAM.DERVARICS@DURASEIN.COM SIZE 24" X 24"CONTACT PAM DERVARICS, 610-360-8525 COLOR WHITE, DURABRITE SCRIM FIRE RATING CLASS I PRODUCT ULTIMA HIGH NRC SQUARE LAY-IN THICKNESS 1/2" MANUFACTURER ARMSTRONG COLOR EVER AFTER DM5043 DALONZO@STONESOURCE.COM LOCATION THROUGHOUT MANUFACTURER DURASEIN CONTACT DAVID ALONZO, 562-325-2190 ACS-2 ACOUSTICAL CEILING TILE LOCATION THROUGHOUT NOTE TO UTILIZE WTR-3 & FTR-3 SS-3 SOLID SURFACE GROUT GR-1 DTAN@ARMSTRONGCEILINGS.COM DDAWSON@DESIGNTEX.COM INSTALLATION ALIGN WITH FLOOR TILE, STRAIGHT STACK CONTACT DAI-NEE TAN, 949-275-8169 CONTACT DONNA DAWSON, 310-528-7444 12 34 00 SOLID SURFACE FINISH MATTE GRID COLOR PT-1S, SEMI-GLOSS SIZE REF. ELEV., V.I.F. SIZE 6"HIGH GRID EXISTING FINISH UV GUARDIAN FINISH LAUREN@FOSTERENGINEERED.COM COLOR VEIN-CUT, PUMICE SIZE 24" X 48"NUMBER CW11 CONTACT LAUREN NELSON, 949-637-7406 STYLE FIORANO USA ECOLOGY COLOR WHITE, DURABRITE SCRIM PRODUCT CW11 DNA NON-VINYL REF. ELEVATIONS FOR LOCATION MANUFACTURER STONE SOURCE PRODUCT ULTIMA HIGH NRC SQUARE LAY-IN GRAPHICS BRAND TOOLKIT REMARKS CG-5* DENOTES FULL HEIGHT CORNER GUARD, LOCATION RESTROOMS MANUFACTURER ARMSTRONG IMAGE S01 REF KPBE V4.1 ARCHITECTURAL SIZE 3-1/2" LEGS, 48" HIGH U.N.O. TB-2 TILE BASE LOCATION THROUGHOUT COLOR CUSTOM COLOR #4 SATIN FINISH ACS-1 ACOUSTICAL CEILING TILE MANUFACTURER DESIGNTEX STYLE SCO-8 CORNER GUARD DALONZO@STONESOURCE.COM LOCATION THROUGHOUT MANUFACTURER CONSTRUCTION SPECIALTIES CONTACT DAVID ALONZO, 562-325-2190 09 50 00 ACOUSTICAL...S01 WALL COVERING LOCATION THROUGHOUT NOTE TO UTILIZE WTR-3 CG-5 CORNER GUARD GROUT GR-1 MYOCUM@SCHLUTER.COM DDAWSON@DESIGNTEX.COM INSTALLATION ALIGN WITH FLOOR TILE, STRAIGHT STACK CONTACT MARY YOCUM, 888-472-4588 EXT. 4434 CONTACT DONNA DAWSON, 310-528-7444 10 26 00 WALL PROTECTION FINISH MATTE SIZE VARRIES SIZE REF. ELEV., V.I.F. SIZE 6"HIGH COLOR ALUMINUM, SATIN ANODIZED FINISH UV GUARDIAN FINISH CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM COLOR VEIN-CUT, MIST STYLE QUADEC NUMBER CW11 BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 STYLE FIORANO USA ECOLOGY MANUFACTURER SCHLUTER PRODUCT CW11 DNA NON-VINYL CONTACT VINH.NGUYEN@DUNNEDWARDS.COM MANUFACTURER STONE SOURCE LOCATION THROUGHOUT GRAPHICS BRAND TOOLKIT DUNN EDWARDS VINH NGUYEN, 858-603-5577 LOCATION WTR-3 WALL TRANSITION IMAGE W09 REF KPBE V4.1 ARCHITECTURAL FINISH EGGSHELL TB-1 TILE BASE COLOR CUSTOM COLOR DE5791 SIDEWALK CHALK / 1660 POLAR ICE STEPHANIE.ENNIS@INTERFACE.COM MANUFACTURER DESIGNTEX MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE DALONZO@STONESOURCE.COM CONTACT STEPHANIE ENNIS LOCATION THROUGHOUT LOCATION THROUGHOUT CONTACT DAVID ALONZO, 562-325-2190 SIZE VAPPLY TO FULL WIDTH OF STAIRS, V.I.F.W09 WALL COVERING PT-5-S PAINT GROUT GR-1 COLOR BLACK, TEXTURED INSTALLATION MONOLITHIC STYLE VISUALLY IMPAIRED STRIPS 09 70 00 WALL FINISHES CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM FINISH MATTE MANUFACTURER NORA BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 SIZE 12" X 24" RECTIFIED, 8MM THICK LOCATION STAIR ST01 ANNETTE.LIEVERS@SHAWCONTRACT.COM CONTACT VINH.NGUYEN@DUNNEDWARDS.COM COLOR VEIN-CUT, PUMICE 1104338 FTR-6 STAIR NOSING CONTACT ANNETTE LIEVERS, 619-251-9047 DUNN EDWARDS VINH NGUYEN, 858-603-5577 STYLE FIORANO USA ECOLOGY FIRE RATING CLASS I FINISH EGGSHELL MANUFACTURER STONE SOURCE MARISSA.DANIELS@TARKETT.COM INSTALLATION MONOLITHIC COLOR DE5138 ORANGEVILLE / 021 JUPITER GLOW LOCATION RESTROOMS CONTACT MARISSA DANIELS, 512-230-4192 SIZE 24" X 24"MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE FT-2 FLOOR TILE COLOR 55 SILVER GREY WG COLOR / STYLE STEP 14549 LOCATION THROUGHOUT STYLE SLT-55-C COLLECTION SWIFT TILE 5T414 PT-3-S PAINT DALONZO@STONESOURCE.COM MANUFACTURER TARKETT MANUFACTURER SHAW CONTRACT CONTACT DAVID ALONZO, 562-325-2190 LOCATION THROUGHOUT LOCATION THROUGHOUT CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM GROUT GR-1 FTR-4 FLOOR TRANSITION CPW-1 CARPET TILE BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 INSTALLATION MONOLITHIC CONTACT VINH.NGUYEN@DUNNEDWARDS.COM FINISH MATTE MYOCUM@SCHLUTER.COM 09 68 00 CARPET DUNN EDWARDS VINH NGUYEN, 858-603-5577 SIZE 24" X 48" RECTIFIED, 8MM THICK CONTACT MARY YOCUM, 888-472-4588 EXT. 4434 FINISH EGGSHELL COLOR VEIN-CUT, MIST 1104305 SIZE VARRIES STEPHANIE.ENNIS@INTERFACE.COM COLOR DE5137 ADOBE AVENUE / 012 CORAL REEF STYLE FIORANO USA ECOLOGY COLOR ALUMINUM, SATIN ANODIZED CONTACT STEPHANIE ENNIS MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE MANUFACTURER STONE SOURCE STYLE DILEX-AHKA INSTALLATION NOSING FTR-6 LOCATION THROUGHOUT LOCATION THROUGHOUT MANUFACTURER SCHLUTER SIZE V.I.F.PT-2-S PAINT FT-1 FLOOR TILE LOCATION THROUGHOUT COLOR 5110 ARA FTR-3A FLOOR TRANSITION STYLE NORAMENT SATURA STAIRTREAD CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM 09 30 00 TILING MANUFACTURER NORA BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 MYOCUM@SCHLUTER.COM LOCATION STAIRS ST01 CONTACT VINH.NGUYEN@DUNNEDWARDS.COM ORIENTATION VERTICAL CONTACT MARY YOCUM, 888-472-4588 EXT. 4434 STR-1 STAIRTREADS DUNN EDWARDS VINH NGUYEN, 858-603-5577 SIZE REF. ELEVATION SIZE VARRIES FINISH SEMI-GLOSS COLOR TO MATCH PL-1 COLOR ALUMINUM, SATIN ANODIZED SALLEN@COMMERCIALFLOORCONSULTANT.COM COLOR DET648 WHITE PICKET FENCE / OC-57 WHITE... MANUFACTURER VERNON STYLE DILEX-AHK CONTACT SARAH ALLEN, 760-912-0023 MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE LOCATION BEHIND SELF CHECK IN KIOSKS MANUFACTURER SCHLUTER INSTALLATION ASHLAR LOCATION THROUGHOUT DWP-1 DIMENSIONAL WALL PANEL LOCATION THROUGHOUT SIZE 19.5" X 39", 2.55MM THICK PT-1S PAINT FTR-3 FLOOR TRANSITION COLOR PE6BTW BRIGHT TWO 06 83 00 INTERIOR WALL PANELING STYLE PURLINE FUSION CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM MYOCUM@SCHLUTER.COM MANUFACTURER MATTER SURFACES BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 SIZE 1/8" THICKNESS CONTACT MARY YOCUM, 888-472-4588 EXT. 4434 LOCATION CONTACT VINH.NGUYEN@DUNNEDWARDS.COM COLOR TO MATCH PT-3-S SIZE VARRIES RT-11 RESILIENT TILE DUNN EDWARDS VINH NGUYEN, 858-603-5577 LOCATION BLADE SIGNAGE COLOR ALUMINUM, SATIN ANODIZED FINISH FLAT ACR-1 ACRYLIC PANELS STYLE RENTO-TK SALLEN@COMMERCIALFLOORCONSULTANT.COM COLOR DET648 WHITE PICKET FENCE / OC-57 WHITE... MANUFACTURER SCHLUTER CONTACT SARAH ALLEN, 760-912-0023 MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE 06 64 00 ACRYLIC PANEL LOCATION THROUGHOUT INSTALLATION ASHLAR LOCATION THROUGHOUT FTR-2 FLOOR TRANSITION SIZE 19.5" X 39", 2.55MM THICK PT-1F PAINT LFOX@LAMINART.COM COLOR PE6BT BRIGHT THREE CONTACT LETITIA FOX, 310-463-6823 MYOCUM@SCHLUTER.COM STYLE PURLINE FUSION CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM COLOR FINISH S550VL CONTACT MARY YOCUM, 888-472-4588 EXT. 4434 MANUFACTURER MATTER SURFACES BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 STYLE ELEGANT WHITE SIZE VARRIES LOCATION CONTACT VINH.NGUYEN@DUNNEDWARDS.COM MANUFACTURER ARBORITE COLOR ALUMINUM, SATIN ANODIZED RT-10 RESILIENT TILE DUNN EDWARDS VINH NGUYEN, 858-603-5577 LOCATION ANCHOR DESKS STYLE SCHIENE FINISH EGGSHELL PL-2 PLASTIC LAMINATE MANUFACTURER SCHLUTER STEPHANIE.ENNIS@INTERFACE.COM COLOR DET648 WHITE PICKET FENCE / OC-57 WHITE... LOCATION THROUGHOUT CONTACT STEPHANIE ENNIS MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE LFOX@LAMINART.COM FTR-1 FLOOR TRANSITION INSTALLATION MONOLITHIC INSTALL LOCATION THROUGHOUT CONTACT LETITIA FOX, 310-463-6823 SIZE V.I.F.PT-1 PAINT COLOR FINISH W481VL DVOMBAUR@TILEBAR.COM COLOR 5110 ARA STYLE ESSENTIAL NORDIC WOOD CONTACT DANIELLE VOMBAUR, 951-642-3171 STYLE NORAMENT SATURA CONTACT DARLA.FERREIRA@BENJAMINMOORE.COM MANUFACTURER ARBORITE GROUT GR-1 MANUFACTURER NORA BENJAMIN MOORE DARLA FERREIRA, 650-235-0420 LOCATION THROUGHOUT INSTALLATION MONOLITHIC, HORIZONTAL ORIENTATION LOCATION ST01 LANDING CONTACT VINH.NGUYEN@DUNNEDWARDS.COM PL-1 PLASTIC LAMINATE SIZE 12" X 24", 9.5MM THICK RT-09 RESILIENT TILE DUNN EDWARDS VINH NGUYEN, 858-603-5577 FINISH POLISHED FINISH SEMI-GLOSS 06 41 00 PLASTIC LAMINATE COLOR WHITE MARISSA.DANIELS@TARKETT.COM COLOR DET625 RECLAIMED WOOD / AF-685 THUNDER STYLE BASIC WHITE CERAMIC SUBWAY TILE CONTACT MARISSA DANIELS, 512-230-4192 MANUFACTURER DUNN EDWARDS / BENJAMIN MOORE CBPCUSTSUPPORT@CBPMAIL.NET MANUFACTURER TILE BAR HEIGHT 4.375"H LOCATION DOOR FRAMES CONTACT BETTY M, 800-272-8786 LOCATION RESTROOM COLOR VL2 WHISPERING MIST FPT-1 PAINT COLOR #540 TRUFFLE WT-4 WALL TILE STYLE JOHNSONITE TIGHTLOCK RESILIENT STYLE CEG-LITE COMMERICAL 100% EPOXY GROUT MANUFACTURER TARKETT 09 91 00 PAINTING MANUFACTURER CUSTOM BUILDING PRODUCTS MFARLEY@CROSSVILLEINC.OM LOCATION THROUGHOUT LOCATION THROUGHOUT CONTACT MONICA FARLEY, 714-501-7693 RB-1 RUBBER BASE DDAWSON@DESIGNTEX.COM GR-5 GROUT GROUT GR-5 CONTACT DONNA DAWSON, 310-528-7444 INSTALLATION MONOLITHIC, HORIZONTAL ORIENTATION MYOCUM@SCHLUTER.COM SIZE REF. ELEV., V.I.F. CBPCUSTSUPPORT@CBPMAIL.NET SIZE 3" X 12", 5/16" THICK CONTACT MARY YOCUM, 888-472-4588 EXT. 4434 FINISH UV GUARDIAN FINISH CONTACT BETTY M, 800-272-8786 FINISH UNPOLISHED SIZE 4-3/8"H NUMBER CW11 COLOR #09 NATURAL GRAY COLOR LEADEN COLOR BRUSHED STAINLELSS STEEL PRODUCT CW11 DNA NON-VINYL STYLE CEG-LITE COMMERICAL 100% EPOXY GROUT STYLE RETRO ACTIVE 2.0 STYLE DESIGNBASE-SL GRAPHICS BRAND TOOLKIT MANUFACTURER CUSTOM BUILDING PRODUCTS MANUFACTURER CROSSVILLE MANUFACTURER SCHLUTER IMAGE S16 REF KPBE V4.1 ARCHITECTURAL LOCATION THROUGHOUT LOCATION ACCENT WALL TILE & DRINKING FOUNTAIN LOCATION CHECK-IN COLOR CUSTOM GR-1 GROUT WT-3 WALL TILE MB-1 METAL BASE MANUFACTURER DESIGNTEX LOCATION THROUGHOUT 03 60 00 GROUT 09 30 00 TILING 09 65 00 BASES & FLOORING S16 WALL COVERING 09-2027 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 326 SF WTAGN 1001 1254 SF WTAGN 1301 1315 SF CORRD 1300 157 SF CORRD 1300E 1315 SF CORRD 1300 AR E A B 1 N/ A AR E A C 1 01 / A 7 2 3 AR E A B 1 typ. D17 typ. D17 E74 E75 typ. D56 typ. D55 typ. D55 typ. D56 typ. D56 typ. D55 typ. D55 typ. D59 typ. D57 typ. D57 typ. D55 326 SF WTAGN 1001 1254 SF WTAGN 1301 1315 SF CORRD 1300 157 SF CORRD 1300E 1315 SF CORRD 1300 AR E A B 1 N/ A AR E A C 1 02 / A 7 2 3 AR E A B 1 TC-02A TC-02A existing seat count: 28 new seat count: 28 % of ADA seating = 10% ADA SEATING T-05B T-05B C-09FC-09FC-09F T-05B S-05F S-05F T-05B C-09A C-09A T-05B C-09A C-09A C-08AA T-05B C-08AAC-08AA T-05B C-08AA C-09F C-09F S-05F S-05F E76 E78 WS-01.n WS-02.n RT-51RT-51 1114 011114 01 S-05F T-05B C-09F C-09F C-09F T-05B S-05F S-05F S-05F T-05B T-05B C-09F C-09F S-05F T-05B C-09F ADA SEATING ADA SEATING 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 1 8 P M 01/23/2026 Checker Author CAP030945 A722 1ST FLOOR - AREA B1 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2' 3/16" = 1'-0"01 1st floor - enlarged demo furniture plan - area B1 3/16" = 1'-0"02 1st floor - enlarged new furniture plan - area B1 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK k e y n o t e s 1114 01 PROVIDE MOVEABLE LINE CONTROL STANCHION PER SCHEDULE - NUMBER AND CONFIGURATION TO BE CONFIRMED BY USERS D17 REMOVE (E) PLANTER D55 REMOVE (E) SEATING - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D56 REMOVE (E) TABLE - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D57 REMOVE (E) DESK - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D59 REMOVE (E) SYSTEMS FURNITURE - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION E74 (E) WASTE RECEPTACLE TO REMAIN, RELOCATE E75 (E) CONFIDENTIAL CABINET TO REMAIN, RELOCATE E76 (N) LOCATION OF (E) WASTE RECEPTACLE E78 (N) LOCATION OF (E) CONFIDENTIAL CABINET 09-2027 UP UP l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 300 SF CORRD 1500 613 SF LOBBY 1501 492 SF CORRD 1502 157 SF CORRD 1300E 70 SF ATELE 1498 NO NEW WORK AR E A C 1 AR E A B 1 01 / A 7 2 2 AREA C1 AREA D1 01/A724 119 SF STAIR ST02 typ. D55 typ. D55 typ. D55 typ. D59 300 SF CORRD 1500 613 SF LOBBY 1501 492 SF CORRD 1502 157 SF CORRD 1300E 70 SF ATELE 1498 NO NEW WORK AR E A C 1 AR E A B 1 02 / A 7 2 2 AREA C1 AREA D1 02/A724 119 SF STAIR ST02 C-27A C-27A C-27A existing seat count: 7 new seat count: 4 C-27AT-05B TC-02A T-03 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 2 0 P M 01/23/2026 Checker Author CAP030945 A723 1ST FLOOR - AREA C1 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2' NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. 3/16" = 1'-0"01 1st floor - enlarged demo furniture plan - area C1 3/16" = 1'-0"02 1st floor - enlarged new furniture plan - area C1 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK 09-2027 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1542 SF WTAGN 1703 532 SF WTAGN 1604 827 SF RECEP 1702 581 SF WTAGN 1701 492 SF CORRD 1502 51 SF PMG / TLGEN 1518 28 SF TLPUB 1622 50 SF VESTI 830 53 SF PMG / WSGEN 1713 AREA C1 02/A723 AREA D1 C-09AC-09A existing seat count: 31 new seat count: 32 % of ADA seating = 6% existing seat count: 18 new seat count: 15 % of ADA seating = 6% C-09AC-09A C-09A C-09A C-09AC-09A C-27D C-27D C-27DC-27D T-05B C-27A C-26A C-26A C-27A T-05B C-09D C-09D C-09D C-09D C-09D C-09D T-05B C-26A C-27A B-07D B-07D C-26D T-05B T-05B C-27D C-27D T-05B C-26D C-27DT-05B C-27D T-05B T-05B T-05BT-05B C-27D C-27D T-05B C-26D T-05B T-05BC-27DC-27D C-27D C-27D C-26D C-27D ? C-27D T-05B T-05B ? C-27D C-27D C-27D C-27D T-05B C-27A C-26A C-27A 1114 011114 01 ADA SEATING ADA SEATING ADA SEATING 542 SF WTAGN 1703 532 SF WTAGN 1604 827 SF RECEP 1702 581 SF WTAGN 1701 492 SF CORRD 1502 51 SF PMG / TLGEN 1518 28 SF TLPUB 1622 50 SF VESTI 830 53 SF PMG / WSGEN 1713 AREA C1 01/A723 AREA D1 typ. D55 typ. D55 typ. D56 typ. D56 typ. D55 typ. D56 typ. D55 typ. D55 typ. D56 typ. D56 typ. D55 typ. D55 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 2 3 P M 01/23/2026 Checker Author CAP030945 A724 1ST FLOOR - AREA D1 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2'0 4'8'2' NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. 3/16" = 1'-0"02 1st floor - enlarged new furniture floor plan - area D1 3/16" = 1'-0"01 1st floor - enlarged demo furniture floor plan - area D1 No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK k e y n o t e s 1114 01 PROVIDE MOVEABLE LINE CONTROL STANCHION PER SCHEDULE - NUMBER AND CONFIGURATION TO BE CONFIRMED BY USERS D55 REMOVE (E) SEATING - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D56 REMOVE (E) TABLE - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION 09-2027 DNDN l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 121 SF COORD 2011B 97 SF WTAGN 2002 AR E A B 2 02 / A 7 2 6 AR E A A 2 E61 168 SF TLPUB 2016 existing seat count: - new seat count: 5 % of ADA seating = 20% ADA SEATING C-27A C-27A C-27A C-27A existing seat count: 8 new seat count: 5 % of ADA seating = 20% ADA SEATING C-27F C-27F C-27F C-27F T-05BC-26F CLR. 44" MIN. T-05B T-05B 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 121 SF COORD 2011B 97 SF WTAGN 2002 AR E A B 2 01 / A 7 2 6 AR E A A 2 E61 168 SF TLPUB 2016 typ. D55 typ. D56 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 2 6 P M 01/23/2026 Checker Author CAP030945 A725 2ND FLOOR - AREA A2 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2' k e y n o t e s D55 REMOVE (E) SEATING - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D56 REMOVE (E) TABLE - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION E61 (E) GUARDRAILS TO REMAIN, REFINISH NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. 3/16" = 1'-0"02 2nd floor - enlarged new furniture floor plan - area A2 3/16" = 1'-0"01 2nd floor - enlarged demo furniture floor plan - area A2 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK 09-2027 l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218 104 SF RECEP 2217A AR E A B 2 AR E A A 2 02 / A 7 2 5 AREA B2 AREA C2 02/A727 E23 C-27A C-27D C-26AC-27A C-26D C-27D existing seat count: 14 new seat count: 11 % of ADA seating = 9% ADA SEATING C-27A C-27D C-27D C-27D ??C-27D existing seat count: 22 new seat count: 15 % of ADA seating = 6% C-27D C-26D C-27D C-27A C-27A C-27A C-27A C-27AC-27A C-27D C-27D C-27A T-05B T-05B C-27D C-27D C-27D 1114 011114 01 T-05B E86 typ. E87 typ. E58 ADA SEATING T-05B TC-02A TC-02A 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218 104 SF RECEP 2217A AR E A B 2 AR E A A 2 01 / A 7 2 5 AREA B2 AREA C2 01/A727 E23 D57 typ. D55 typ. D56 typ. D55 typ. D56 typ. D55 typ. D56 typ. E86 typ. D30 typ. E87 typ. E58 typ. D56 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 2 8 P M 01/23/2026 Checker Author CAP030945 A726 2ND FLOOR - AREA B2 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2' k e y n o t e s 1114 01 PROVIDE MOVEABLE LINE CONTROL STANCHION PER SCHEDULE - NUMBER AND CONFIGURATION TO BE CONFIRMED BY USERS D30 DEMO (E) CASEWORK D55 REMOVE (E) SEATING - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D56 REMOVE (E) TABLE - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D57 REMOVE (E) DESK - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION E23 (E) CASEWORK TO BE RESURFACED E58 (E) WASTE RECEPTACLE TO REMAIN E86 (E) DESK TOP TO BE REPLACED WITH NEW KPBE STANDARD WHITE TOPS E87 (E) CONFIDENTIAL CABINET TO REMAIN 0 4'8'2' NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. 3/16" = 1'-0"02 2nd floor - enlarged new furniture plan - area B2 3/16" = 1'-0"01 2nd floor - enlarged demo furniture plan - area B2 No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK 09-202709-2027 DNDN l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AREA B2 02/A726 AREA C2 AREA C2 AREA D2 02/A728 C-27AC-27A existing furniture count: 4 new furniture count: 4 C-27A C-27A T-05B T-05B 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AREA B2 01/A726 AREA C2 AREA C2 AREA D2 01/A728 typ. D55 typ. D56 typ. D55 typ. D56 typ. D56 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 2 9 P M 01/23/2026 Checker Author CAP030945 A727 2ND FLOOR - AREA C2 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2' NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. 3/16" = 1'-0"02 2nd floor - enlarged new furniture plan - area C2 3/16" = 1'-0"01 2nd floor - enlarged demo furniture plan - area C2 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK 09-2027 l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300 AREA C2 02/A727 AREA D2 C-27A existing seat count: 35 new seat count: 35 % of ADA seating = 5% C-27D T-05B C-27D C-27A C-27AC-27A C-27AT-05B T-05BC-27A C-27A C-27A C-27A C-27AT-05B T-05BC-27A C-27A C-27D T-05B C-27D C-27D T-05B C-26D C-27D T-05B C-26D T-05B C-27D C-26D C-27D typ. E58 ADA SEATING C-27AT-05BC-27A ADA SEATING 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300 AREA C2 01/A727 AREA D2 typ. E58 typ. D55 typ. D56 typ. D56 typ. D55 typ. D55 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 1 P M 01/23/2026 Checker Author CAP030945 A728 2ND FLOOR - AREA D2 - ENLARGED DEMO & NEW FURNITURE PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 0 4'8'2' NOTE: FURNITURE QUANTITY AND LAYOUT IS BASED ON MATTERPORT SCAN COMPLETED 12/18/2024 NOTE: FURNITURE PLANS ARE FOR COORDINATION PURPOSES. CONTRACTOR IS TO COORDINATE THE REMOVAL/DISPOSAL OF EXISTING FURNITURE TO BE REMOVED AND/OR SALVAGE/STORAGE OF EXISTING FURNITURE TO REMAIN WITH OWNER. PROCUREMENT OF NEW FURNITURE BY OWNER (N.I.C.). CONTRACTOR TO COORDINATE WITH OWNER'S VENDOR ON DELIVERY AND INSTALLATION OF NEW FURNITURE AND/OR REINSTALLATION OF EXISTING FURNITURE TO REMAIN. 3/16" = 1'-0"02 2nd floor - enlarged new furniture plan - area D2 3/16" = 1'-0"01 2nd floor - enlarged demo furniture plan - area D2 0 4'8'2' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 f u r n i t u r e s c h e d u l e mark mfr.description seat upholstery back upholstery finish B-07D IOA FUN FORMS, TRIANGLE FL-W-07: LDI, ENVIROLEATHER, CALIFORNIA, MANGO (#983)-- C-08AA NAUGHTONE ALWAYS LOUNGE CHAIR, 4-LEG BASE FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: FACET, AMARETTO (9415/701)R03, SILVER RAL 9006 C-09A NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)EU, OAK ON ASH C-09D NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE EU, OAK ON ASH C-09F NEMSCHOFF PALISADE LOUNGE CHAIR, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH C-26A NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: WAYSIDE, CORAL ORANGE (3062/301)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26D NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-26F NEMSCHOFF PALISADE PLUS CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27A NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-22: DESIGNTEX, RIDER, HENNA (3007/701)DESIGNTEX: LUSTER, GLOW (3701/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27D NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)FD-W-10: DESIGNTEX, WAYSIDE, OFF-WHITE LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN C-27F NEMSCHOFF PALISADE CHAIR, URETHANE ARM CAPS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)LEG FINISH: SNL, SATIN STEEL; ARM CAP FINISH: G2, GRAPHITE SATIN S-05F NEMSCHOFF PALISADE SETTEE, UPHOLSTERED ARMS FD-W-27: DESIGNTEX, LUSTER, TAUPE (3701/103)DESIGNTEX: FACET, BARLEY (9415/101)EU, OAK ON ASH T-03 HERMAN MILLER POLYGON TABLE - 18"DIA. X 26"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE T-05B HERMAN MILLER POLYGON TABLE - 18"DIA. X 20"H --TOP: 91, WHITE FORMCOAT; BASE: 91 WHITE TC-02A HERMAN MILLER VERSUS TASK CHAIR, FULLY UPHOLSTERED FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)FHM-W-1: HERMAN MILLER, SUMMIT, METAL (3SU/35)BK, BLACK k e y n o t e s D55 REMOVE (E) SEATING - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION D56 REMOVE (E) TABLE - COORDINATE WITH USER GROUP FOR FURTHER DIRECTION E58 (E) WASTE RECEPTACLE TO REMAIN 09-2027 E06 E19 E60 E60 E01E01PT-1 E09 PT-1 E24 E14E05E18CG-5 OPEN TO BEYONDOPEN TO BEYOND RB-1 E24 TB-1 E01E01E60 E60E44 0930 01 10 A720 ______ E06E59 E04CG-5 OPEN TO BEYOND TB-1 E24 E05 CG-5 OPEN TO BEYOND RB-1 typ. E24 E01 TB-1 E60 E60E22 OPEN TO BEYOND RB-1 E24 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 2 P M 01/23/2026 Checker Author CAP030945 A740 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 20A 20B 05A 05C 20C 05B 20E k e y n o t e s 0930 01 (N) TILE FINISH ON (E) STAIR TREADS AND RISERS E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E09 (E) MOTION SENSOR TO REMAIN E14 (E) THERMOSTAT TO REMAIN E18 (E) FIRE EXTINGUISHER CABINET TO REMAIN - PREP AND PAINT TO MATCH WALL COLOR E19 (E) CARD READER TO REMAIN E22 (E) ELECTRICAL DEVICE TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E25 (E) MIRRORED SECURITY DOME TO REMAIN E44 (E) GLAZING SYSTEM TO REMAIN E59 (E) SECURITY CAMERA TO REMAIN E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 20D 20F 05 1153A VESTI interior elevations 3/8" = 1'-0" 20 1101 CORRD interior elevations 3/8" = 1'-0" 20G 20H No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 4 P M 01/23/2026 Checker Author CAP030945 A741 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 0929 02 (N) GYP BD SOFFIT PER NEW REFLECTED CEILING PLAN 1019 00 SIGNAGE - REF. SIGNAGE PACKAGE FOR SPECIFICS REGARDING SIGN TYPE, EXACT LOCATION, AND MOUNTING DETAILS ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D14 DEMO (E) WALL MOUNTED MONITOR D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD E01 (E) DOOR TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E07 (E) DEMOUNTABLE WALL SYSTEM TO REMAIN E09 (E) MOTION SENSOR TO REMAIN E10 (N) LOCATION OF (E) THERMOSTAT E11 (N) LOCATION OF (E) LIGHT SWITCH E19 (E) CARD READER TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E44 (E) GLAZING SYSTEM TO REMAIN E60 (E) EXIT SIGN TO REMAIN E68 (E) FIRE EXTINGUISHER CABINET & ASSOCIATED SIGNAGE TO BE RELOCATED NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED.20 1524 PMG/ WTAGN interior elevations 3/8" = 1'-0" 05D05AO5B05C 20A 20B 20D 20C 05 1525 PMG / WTAGN interior elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 5 P M 01/23/2026 Checker Author CAP030945 A742 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D09 DEMO (E) PAYPHONE D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD D22 DEMO (E) WALL MOUNTED DISPLAY CASE D30 DEMO (E) CASEWORK D45 DEMO (E) WALL MOUNTED EXIT SIGN E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E09 (E) MOTION SENSOR TO REMAIN E10 (N) LOCATION OF (E) THERMOSTAT E18 (E) FIRE EXTINGUISHER CABINET TO REMAIN - PREP AND PAINT TO MATCH WALL COLOR E19 (E) CARD READER TO REMAIN E22 (E) ELECTRICAL DEVICE TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E28 (E) VENDING MACHINE TO REMAIN - REMOVE AND REINSTALL AS REQ'D TO INSTALL (N) WORK E29 (E) MASONRY FINISH TO REMAIN - PROTECT - NO NEW FINISH E44 (E) GLAZING SYSTEM TO REMAIN E49 (E) DECORATIVE WOOD TRIM - REMOVE, REPAIR (AS REQ'D) AND REINSTALL - PAINT TO MATCH ADJACENT WALL FINISH E59 (E) SECURITY CAMERA TO REMAIN E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 20 1498 KFHP and 2LOB Lobbby interior elevations 3/8" = 1'-0" 10 1500 CORRD interior elevations 3/8" = 1'-0" 10C 10B 20B 20C20A 10A 10D 20D No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. ______ ______ 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 7 P M 01/23/2026 Checker Author CAP030945 A743 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 1018 01 (N) POWER & DATA OUTLET FOR FUTURE (N) CHECK-IN KIOSKS 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E09 (E) MOTION SENSOR TO REMAIN E17 (E) CHECK-IN KIOSK REMOVE AND REINSTALL - REFERENCE FLOOR PLAN FOR LOCATION E18 (E) FIRE EXTINGUISHER CABINET TO REMAIN - PREP AND PAINT TO MATCH WALL COLOR E19 (E) CARD READER TO REMAIN E20 (E) ELEV. DOOR CALL BUTTON + LANTERN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL NEW WALL FINISH E21 (E) SECURITY KEYPAD TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E26 (E) BUG ZAPPER AND CORD CONNECTION TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E31 (E) DRINKING FOUNTAIN TO REMAIN - REMOVE AND REINSTALL AS REQUIRED TO INSTALL (N) WALL TILE FINISH E37 (E) WALL MOUNTED EVACUATION CHAIR TO REMAIN E43 (E) AUTOSLIDE DOOR TO REMAIN E44 (E) GLAZING SYSTEM TO REMAIN E45 (E) GLASS BLOCK GUARDRAIL TO REMAIN E49 (E) DECORATIVE WOOD TRIM - REMOVE, REPAIR (AS REQ'D) AND REINSTALL - PAINT TO MATCH ADJACENT WALL FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E56 (E) SELF CHECK-IN KIOSK REMOVE AND REINSTALL AT REQUIRED TO INSTALL NEW WORK E60 (E) EXIT SIGN TO REMAIN E61 (E) GUARDRAILS TO REMAIN, REFINISH NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 20 1502 CORRD interior elevations 3/8" = 1'-0" 15 1501 LOBBY interior elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 15D15C 15A 15B 20A 20B 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 8 P M 01/23/2026 Checker Author CAP030945 A744 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 1019 00 SIGNAGE - REF. SIGNAGE PACKAGE FOR SPECIFICS REGARDING SIGN TYPE, EXACT LOCATION, AND MOUNTING DETAILS 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD D20 DEMO (E) WALL MOUNTED FOLDER / PAMPLET RACK D26 DEMO (E) CASEWORK AND TV MONITOR COMPLETE D30 DEMO (E) CASEWORK D31 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH D45 DEMO (E) WALL MOUNTED EXIT SIGN D50 DEMO (E) ADA RESTROOM SIGNAGE AND REPLACE WITH SINGLE OCCUPANCY RESTROOM SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E19 (E) CARD READER TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E32 (E) COLUMN COVERS / COLUMN TO REMAIN - PROTECT E42 (E) CASEWORK TO REMAIN - PROTECT - NO NEW WORK E46 (E) QUEUE NUMBER DISPLAY TO REMAIN E47 (E) WALL MOUNTED MONITOR TO REMAIN E49 (E) DECORATIVE WOOD TRIM - REMOVE, REPAIR (AS REQ'D) AND REINSTALL - PAINT TO MATCH ADJACENT WALL FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E55 (E) PANELS AND REVEALS TO REMAIN; PAINT EXISTING PANELS E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 15 1702 RECEP interior elevations 3/8" = 1'-0" 05 1701 CORRD interior elevations 3/8" = 1'-0" 05A 05B 10A 10B 10C 10 1701 WTAGN interior elevations 3/8" = 1'-0" 15A 20C 15C15B 20A 20B 20D 20 1760 & 1970 WTAGN interior elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002.______ 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 3 9 P M 01/23/2026 Checker Author CAP030945 A745 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 1019 00 SIGNAGE - REF. SIGNAGE PACKAGE FOR SPECIFICS REGARDING SIGN TYPE, EXACT LOCATION, AND MOUNTING DETAILS D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D45 DEMO (E) WALL MOUNTED EXIT SIGN E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E14 (E) THERMOSTAT TO REMAIN E18 (E) FIRE EXTINGUISHER CABINET TO REMAIN - PREP AND PAINT TO MATCH WALL COLOR E19 (E) CARD READER TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E37 (E) WALL MOUNTED EVACUATION CHAIR TO REMAIN E44 (E) GLAZING SYSTEM TO REMAIN E50 (E) MASONRY WALL - (N) FINISH PER PLAN AND SCHEDULE E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 15 2200 CORRD interior elevations 3/8" = 1'-0" 05 2013 CORRD interior elevations 3/8" = 1'-0" 10 2012 CORRD interior elevations 3/8" = 1'-0" 19 2011B CORRD interior elevations 3/8" = 1'-0" 05A 05B 05C 10A 10B 15A 15B 19A 19B 19C No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 20A 20B 20C 20 2002 / 1650 PMG / RECEP interior elevations 3/8" = 1'-0" 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 1 P M 01/23/2026 Checker Author CAP030945 A746 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 1019 00 SIGNAGE - REF. SIGNAGE PACKAGE FOR SPECIFICS REGARDING SIGN TYPE, EXACT LOCATION, AND MOUNTING DETAILS D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D14 DEMO (E) WALL MOUNTED MONITOR D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD D30 DEMO (E) CASEWORK D45 DEMO (E) WALL MOUNTED EXIT SIGN E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E09 (E) MOTION SENSOR TO REMAIN E14 (E) THERMOSTAT TO REMAIN E18 (E) FIRE EXTINGUISHER CABINET TO REMAIN - PREP AND PAINT TO MATCH WALL COLOR E19 (E) CARD READER TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E44 (E) GLAZING SYSTEM TO REMAIN E48 (E) DOOR STOP TO REMAIN E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 15 2200 CORRD interior elevations 3/8" = 1'-0" 15B 15A 15D 15C 20A 20B 20C 20D 20 2272 WTAGN interior elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. ______ 1019 00 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 2 P M 01/23/2026 Checker Author CAP030945 A747 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 1019 00 SIGNAGE - REF. SIGNAGE PACKAGE FOR SPECIFICS REGARDING SIGN TYPE, EXACT LOCATION, AND MOUNTING DETAILS 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D12 DEMO (E) WALL MOUNTED SANITIZER DISPENSER D14 DEMO (E) WALL MOUNTED MONITOR D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD D20 DEMO (E) WALL MOUNTED FOLDER / PAMPLET RACK D24 DEMO (E) SOFFIT MOUNTED DISK MIRRORS D28 DEMO (E) CLOCK D45 DEMO (E) WALL MOUNTED EXIT SIGN E01 (E) DOOR TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E09 (E) MOTION SENSOR TO REMAIN E14 (E) THERMOSTAT TO REMAIN E18 (E) FIRE EXTINGUISHER CABINET TO REMAIN - PREP AND PAINT TO MATCH WALL COLOR E19 (E) CARD READER TO REMAIN E23 (E) CASEWORK TO BE RESURFACED E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E44 (E) GLAZING SYSTEM TO REMAIN E47 (E) WALL MOUNTED MONITOR TO REMAIN E49 (E) DECORATIVE WOOD TRIM - REMOVE, REPAIR (AS REQ'D) AND REINSTALL - PAINT TO MATCH ADJACENT WALL FINISH E52 (E) SIGNAGE - SEE SIGNAGE DRAWINGS FOR DIRECTIVE E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 10 2218 WTAGN & 2217A RECEP interior elevations 3/8" = 1'-0" 20 2300 CORRD interior elevations 3/8" = 1'-0" 10A 10B 10D 10E 10F 10C 15A 15B 20A 20B 15 2201 CORRD interior elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 2 P M 01/23/2026 Checker Author CAP030945 A748 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 2650 01 (N) WALL SCONCE TO REPLACE EXISTING ADD 03 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH (ADDITIVE ALTERNATE #3) D22 DEMO (E) WALL MOUNTED DISPLAY CASE E01 (E) DOOR TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E04 (E) LIGHT SWITCH TO REMAIN E05 (E) RECEPTACLE TO REMAIN E06 (E) FIRE ALARM DEVICE TO REMAIN E19 (E) CARD READER TO REMAIN E24 (E) DECORATIVE WOOD TRIM TO REMAIN - PAINT TO MATCH ADJACENT WALL (ADDITIVE ALTERNATE #3) E33 (E) FIRE SPRINKLER TO REMAIN E49 (E) DECORATIVE WOOD TRIM - REMOVE, REPAIR (AS REQ'D) AND REINSTALL - PAINT TO MATCH ADJACENT WALL FINISH E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 10 2300 CORRD interior elevations 3/8" = 1'-0" 10A 10B 10C No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 i n t e r i o r e l e v a t i o n n o t e s REFERENCE INTERIOR ELEVATION NOTES ON SHEET T002. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 3 P M 01/23/2026 Checker Author CAP030945 A749 INTERIOR ELEVATIONS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA k e y n o t e s 0640 01 (N) DEPARTMENT ENTRY BLADE, SEE DETAILS ON A840 1019 00 SIGNAGE - REF. SIGNAGE PACKAGE FOR SPECIFICS REGARDING SIGN TYPE, EXACT LOCATION, AND MOUNTING DETAILS D19 DEMO (E) WALL MOUNTED PLAQUE / PHOTOS / DISPLAY-MARKER BOARD D31 DEMO (E) WOOD PANEL FINISH - PREP / REPAIR (E) GYP. BD. SUSTRATE TO RECIEVE NEW FINISH E01 (E) DOOR TO REMAIN E03 (E) LIGHT FIXTURE TO REMAIN E05 (E) RECEPTACLE TO REMAIN E27 (E) MECH. GRILL - PREP AND PAINT TO MATCH ADJ. PAINT FINISH E44 (E) GLAZING SYSTEM TO REMAIN E47 (E) WALL MOUNTED MONITOR TO REMAIN E51 (E) FIRE SPRINKLER PIPE TO REMAIN - PAINT TO MATCH COLOR OF ADJACENT WALL E53 (E) ACCESS PANEL - FIELD VERIFY (E) PANEL PRIOR TO DEMOLITION E60 (E) EXIT SIGN TO REMAIN NOTE: EVERY EFFORT HAS BEEN MADE TO LOCATE ALL EXISTING THERMOSTATS, POWER AND DATA RECEPTACLES, AND OTHER WIRING DEVICES ON THE ELEVATIONS. ALL DEVICES, WHETHER SHOWN OR NOT, ARE TO REMAIN IN PLACE UNLESS SPECIFICALLY NOTED ON THE ELEVATIONS TO BE RELOCATED. 10 2272 WTAGN interior elevations 3/8" = 1'-0" 10A 10B 10C 10D No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 p a r t i t i o n n o t e s 1. 2. 3. 4. A. B. A. THESE BASIC PARTITION COMPONENTS AND NOTES APPLY TO ALL PARTITIONS SHOWN U.N.O. THE FOLLOWING NOTES SHOULD BE CONSIDERED MINIMUM STANDARDS FOR INTERIOR NON-BEARING PARTITION FRAMING. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY GRAPHIC DESIGNATION OR BY SYMBOL - REFER TO GRAPHIC DESIGNATION AND SYMBOL PARTITION SCHEDULES. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. SEALANT TYPES: FIRE RESISTANCE RATED PARTITIONS SHALL USE FIRE/SMOKE RESISTANT FILL MATERIAL NON-RATED PARTITIONS AND NON-RATED SMOKE RESISTANT PARTITIONS SHALL USE ACOUSTICAL SEALANT. 5.INSULATION - HEAD CONDITIONS AT FLOOR/ROOF DECK: FIRE RESISTANCE RATED PARTITIONS SHALL USE FIRE SAFING INSULATION. 6.REFER TO SCHEDULE FOR STUD GAUGE, SPACING AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD ASSEMBLIES. ICC-ES ESR-3064P FOR STUDS AND FASTENERS. SCHEDULE (REFERENCE ALLOWABLE STUD HEIGHT SCHEDULE THIS SHEET) 25ga:NOT ACCEPTABLE 22ga:TYPICAL UNLESS OTHERWISE INDICATED 7.FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER RATINGS ARE TO SURROUND ALL OPENINGS IN RATED PARTITIONS. 8.PARTITIONS SHALL EXTEND AND SEAL TO INSIDE FACE OF EXTERIOR SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS. 9.ALL DIMENSIONS ARE FROM FACE OF STUD U.O.N. 10.REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. 11.USE TYPE "X" FIRE RATED GYPSUM BOARD ON FIRE RATED ASSEMBLIES. 12.USE MIN. 18ga. STUD AT ALL PARTITIONS SUPPORTING CABINETS OR EQUIPMENT. 13.OMIT GYPSUM BOARD ON INACCESSIBLE, NON-VISIBLE, NON-RATED SIDE OF WALLS. 14.PROVIDE STRUCTURAL TUBE SUPPORT FOR ALL PARTIAL HEIGHT UNBRACED PARTITIONS. 15.FOR WALL MOUNTED ITEMS WEIGHING 20-50 LBS. PROJECTING 6" MAX FROM FACE OF WALL (X=3") USE 6" MIN. X 18ga. STUD BACKING W/ (3)#10 SMS TO EACH 22ga. STUD SPANNING 3 STUDS MIN. FOR WALL MOUNTED ITEMS WEIGHING 50-150 LBS. (INCLUDING HUNG CASEWORK) USE 6" MIN. X 18ga. STUD BACKING W/ (3)#10 SMS TO EACH 18ga. STUD SPANNING 3 STUDS MIN. STUDS DO NOT NEED TO BE FULL HEIGHT BUT SHOULD BE BRACED ABOVE CEILING AT 4'-0" O.C. MAX. 16.ALL GYPSUM BOARD CLAD WALLS AND CEILINGS IN RESTROOMS OR OTHER SPACES WITH EXPOSURE TO INCREASED HUMIDITY TO USE MOLD AND MOISTURE RESISTANT GYPSUM BOARD. 17.ALL WALLS ASSUME A DEFLECTION LIMIT OF L/240 U.O.N. WALLS WHICH RECEIVE CLADDING AND/OR VENEER SHALL USE A DEFLECTION LIMIT OF L/360. ICC-ES ESR-3064P STUD SIZE (@ 16" OC) 2-1/2" 3-1/2" 3-5/8" 4" MIN. FRAMING THICKNESS 22ga. 20ga. 18ga. 22ga. 20ga. 18ga. 16ga. 14ga. 22ga. 20ga. 18ga. 16ga. 14ga. 22ga. 20ga. 18ga. 16ga. 14ga. MAX. HEIGHT LIMIT (L/240) 11'-3" 11'-8" 13'-1" 14'-7" 15'-1"" 17'-0" 18'-2" 19'-4" 15'-0" 15'-6" 17'-5" 18'-8" 19'-11" 16'-1" 16'-9" 18'-10" 20'-2" 21'-6" i n t e r i o r w a l l l i m i t i n g h e i g h t s t a b l e (5 PSF) STUD SIZE (@ 16" OC) 5-1/2" 6" 8" MIN. FRAMING THICKNESS 22ga. 20ga. 18ga. 16ga. 14ga. 22ga. 20ga. 18ga. 16ga. 14ga. 18ga. 16ga. 14ga. MAX. HEIGHT LIMIT (L/240) 20'-5" 21'-6" 24'-4" 26'-1" 27'-11" 21'-5" 23'-0" 26'-2" 28'-0" 30'-0" 33'-1" 35'-7" 38'-2" FINISH PER PLAN (WHERE OCCURS) PROVIDE ADDITIONAL LAYERS OF CEMENT BOARD TO ACHIEVE ADA COMPLIANCE AT WATERCLOSET EXISTING STRUCTURE (WHERE OCCURS) VARIES PER PLAN A PROVIDE 1" @ A.1 PROVIDE 5/8" @ A.2 PIPE PENETRATION UL-W-L-1001 BOX PENETRATION UL-236 RATED WALL ASSEMBLY PER PLAN 5/8" TYPE "X" GYP BD PIPE PENETRATION FIRE SEALANT - TYP. 3M COMPANY - CP 25WB+ OR FB-3000 WT RATED WALL ASSEMBLY PER PLAN 5/8" TYPE "X" GYP BD FIRESTOP PUTTY HILTI CP 617 ELEC. OUTLET BOX RATED ASSEMBLY PER SCHEDULE!DO NOT ATTACH GYP. BD. TO TOP TRACK FORMING MATERIAL - MIN. 2-1/2" THK. OF MIN. 4 PCF DENSITY MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO FLUTES OF STEEL FLOOR UNITS ABOVE CLG. RUNNER MIN. 1/2" THK. OF FILL MATERIAL INSTALLED ON EA. SIDE OF THE WALL IN FLUTES OF THE STEEL FLOOR UNITS, FLUSH W/ EA. SURFACE OF THE WALLBOARD FOR 1-HR ASSEMBLY RATING (1" THK. MIN. FOR 2-HR ASSEMBLY RATING) FASTEN T.O. GYP. BD. TO VERT. STUD FRAMING fluted steel deck/conc floor or roof perpendicular or diagonal to flutes fluted steel deck/conc floor or roof parallel to flutes !DO NOT ATTACH GYP. BD. TO TOP TRACK RATED ASSEMBLY PER SCHEDULE FORMING MATERIAL - MIN. 2-1/2" THK. OF MIN. 4 PCF DENSITY MINERAL WOOL BATT INSULATION FIRMLY PACKED INTO FLUTES OF STEEL FLOOR UNITS ABOVE CLG. RUNNER. CAP ENDS OF INSULATION W/ 1/2" THK. OF FILL MATERIAL FOR 1-HR ASSEMBLY RATING (1" THK. MIN. FOR 2-HR ASSEMBLY RATING) WHERE PARTITION TERMINATES OR CHANGES DIRECTIONS FASTEN T.O. GYP. BD. TO VERT. STUD FRAMING WALL TYPE PER SCHEDULE!DO NOT ATTACH GYP. BD. TO TOP TRACK FASTEN T.O. GYP. BD. TO VERT. STUD FRAMING fluted steel deck/conc floor or roof perpendicular or diagonal to flutes fluted steel deck/conc floor or roof parallel to flutes !DO NOT ATTACH GYP. BD. TO TOP TRACK WALL TYPE PER SCHEDULE FASTEN T.O. GYP. BD. TO VERT. STUD FRAMING ACOUSTIC BATT INSULATION PACKED INTO FLUTES OF STEEL FLOOR UNITS ABOVE CLG. RUNNER SEALANT EA. SIDE, TYP. typical - no curb CONC. SLAB-ON-GRADE/ CONC. FILLED METAL DECK PER PLAN SEALANT EA. SIDE, TYP. (PROVIDE FIRE SEALANT @ RATED PARTITIONS) WALL TYPE PER PLAN concrete curb CONC. SLAB-ON-GRADE/ CONC. FILLED METAL DECK PER PLAN SEALANT EA. SIDE, TYP. (PROVIDE FIRE SEALANT @ RATED PARTITIONS) WALL TYPE PER PLAN PL A N PE R PER PLAN CONC. CURB PER PLAN 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 4 P M 01/23/2026 Checker Author CAP030945 A800 PARTITION DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1" = 1'-0"10 partition types 1 1/2" = 1'-0"19 penetration through rated partition 1 1/2" = 1'-0"18 partition head detail - UL HW-S-0001 1 1/2" = 1'-0"13 partition head detail 1 1/2" = 1'-0"16 partition sill detail No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 ROOF OR FLR. S.O.G. OR FLR. (1 5 ' - 9 " @ G R O U N D F L O O R ) 15 ' - 0 " M A X . AN D B O T . O F W A L L 4' - 0 " M A X . T O P adjacent opng. adjacent opng. window opng. opng.opng. door opng. INFILL AT RATED WALLS MATCH STUD SIZE AND SPACING JAMB STUD AT ADJACENT OPNG. 'L''L''L' FOR HDR/SILL 'L' FOR HDR/SILL 'L' FOR JAMB BTWN ADJACENT OPNG. BOTTOM TRACK PER 09/A801 TYP. HEADER PER 07/A802 TYP. JAMBS PER 18/A801 TYP. SILL PER 17/A802 TYP. BRIDGING @ 4'-0" O.C. VERT. WHEN SHEATHING DOES NOT OCCUR ON BOTH SIDES OF STUDS - SEE BRIDGING DETAILS 09/A802 OR 14/A802. NOTE: UNLESS OTHERWISE NOTED, TYPICAL WALL FRAMING IS 4" x 33 mil (20ga.), SPACED @ 16" O.C. typ. typ. typ. typ. A802 07 A802 07 A802 17 A802 04 A802 04 A801 12 ROOF OR FLR. S.O.G. OR FLR. (7 ' - 0 " M I N . , 1 2 ' - 0 " M A X . ) H window opng.door opng. PROVIDE DIAGONAL BRACING WHERE TOP TRACK, PER EXCEEDS MAX. SPAC BETWEEN INTERSECTING WALLS OR AT ENDS OF FREESTANDING WALLS PER 10/A801 'L''L' BOTTOM TRACK PER 09/A801 TYP. HEADER PER 07/A802 JAMBS PER 18/A801 BRIDGING @ MIDSPAN WHEN SHEATHING DOES NOT OCCUR ON BOTH SIDES OF STUDS - SEE BRIDGING DETAILS 09/A802 OR 14/A802. *SOLID WALL PIER WIDTH LENGTH L > H / 2 SHALL OCCUR AT WA L L REF. RCP CLNG. LINE WALLPIER LEAST ONCE PER 20'-0" LENGTH OF WALL L *SOLID WALL PIER PIER 1/2" MIN. GYPSUM BOARD SHEATHING WITH #8 SMS @ 4" AT PANEL EDGES AND 8" AT FIELD SLAB ON GRADE OR SLAB ON METAL DECK STRUCTURAL SLAB ON DECK SILL PER 17/A802 TYP. HEADER PER 07/A802 TYP. TOP TRACK PER 04/A801 JAMBS PER 18/A800, TYP. typ. typ. typ.typ. A802 07 A802 07 A802 05 A802 17 A802 04 A802 04 A801 12 A801 05 ROOF OR FLR. S.O.G. OR FLR. REF. RCP CLNG. LINE CG CG 3' - 0 " M A X . 3' - 0 " M A X . 2' - 0" MAX. 9" MAX. 1' - 6" MAX. TY P . 3" T & B 7' - 6 " M A X . CG T& B 1' - 0 " M A X . TY P . 2' - 0 " M A X . A NO ATTACHMENTS B HANGING EQUIPMENT C BASE AND/OR UPPER CABINETS D FULL HEIGHT CABINETS 2' - 0" MAX. 'H ' @ P A R T I A L H E I G H T W A L L S - S E E 1 3 / A 8 0 1 'H ' @ F U L L H E I G H T W A L L S - S E E 1 3 / A 8 0 1 STUDS @ 16" PER SCHEDULE, TYP. - REF. 13/A801 FULL HEIGHT STUD (WHERE OCCURS) 6" MAX. CG 1' - 0 " M I N . 1. 2. NOTES: BACKING PLATE TYPE 1 PER 16/A801 BACKING PLATE TYPE 2 PER 17/A801 1. 1. 2. 1. MAX. OPER. WT. = 50LBS/STUD typ.typ. typ.A801 09 A801 20A801 20 p a r t i a l h e i g h t ' H ' = 1 2 ' - 0 " m a x . f u l l h e i g h t ' H ' = 1 5 ' - 0 " m a x . ( 1 5 ' - 9 " a t g r o u n d ) DETAIL MAX. SPACING 3.62"4"6" STUD DEPTH A B C D 16"362S162-33 362S162-33 362S162-54 362S162-43 600S125-33 600S125-33 600S125-43 600S125-43 16" 16" 16" 8" DETAIL MAX. SPACING 3.62"4"6" STUD DEPTH A B C D 16"362S162-33 362S162-43 362S162-54 362S162-43 600S125-33 600S125-33 600S125-43 600S125-33 16" 16" 16" 8" 4'-0" 8'-0" LENGTH*TYPE 12'-0" 16'-0" SINGLE SINGLE SINGLE SINGLE NESTED NESTED TOP TRACK DEPTH 3.625"4"6"8" XXXT125-33 XXXT125-43 362T200-97 400T150-97 600T125-54 800T125-54 XXXS125-33 & XXXT125-33 N/A 400T350-118 600T250-68 800T125-54 362S125-54 & 362T125-54 400S125-43 & 400T125-43 600S125-33 & 600T125-33 800S125-33 & 800T125-33 *LENGTH INDICATES TRACK SPAN BETWEEN INTERSECTING WALLS OR OUT-OF-PLANE DIAGONAL BRACES. A SINGLE TOP TRACK B NESTED TOP TRACK SAME DEPTH AS WALL C OPTION: NESTED TOP TRACK DEEPER THAN WALL 1/ 2 " M A X . NESTED TRACK (2-1/2" FLANGE TRACK) / STUD PER SCHED. #8 SMS EA. FLANGE EA. STUD, TYP. #8 SMS EA. FLANGE EA. STUD, TYP. TOP TRACK PER SCHEDULE NESTED TRACK / STUD PER SCHED. OFFSET AS REQUIRED #8 SMS EA. FLANGE EA. STUD, TYP. w e l d o p t i o n MAX 'L'TYPE 3.62"4"6" JAMB 4'-0" 8'-0" SINGLE 400S200-54 600S125-54 SINGLE 8" BUILT-UP 400S125-43 & 400T125-43 600S125-54 BUILT-UP (2)400S125-43 & 400T125-43 600S137-54 400S300-68 600S137-54 11'-0"SINGLE BUILT-UP (2)400S125-43 & 400T125-43 400S250-97 600S162-54 600S125-43 & 600T125-43 14'-0"SINGLE BUILT-UP (2)400S125-43 & 400T125-43 400S300-118 600S200-54 600S125-43 & 600T125-43 s c r e w o p t i o n TRACK PER SCHED. STUD PER SCHED.#8 SMS @ 16" O.C. TYP. #8 SMS @ 16" O.C. EA. FLANGE STUD PER SCHED. (1/16)1 1/2 - 16 TYP. EA. SIDE NOTE: STUD SECTIONS (SAME FLANGE AND GAGE OR GREATER) CAN BE USED IN LIEU OF SPECIFIED TRACK SECTIONS FOR WELD OPTION i n t e r i o r b o t t o m t r a c k s i l l a n c h o r - n o c u r b ANCHOR TYPE ANCHOR BOLT EXPANSION ANCHOR SCREW ANCHOR P.A.F. SIZE AND SPACING SLAB-ON-GRADE 3/8"⌀ @ 4'-0" O.C. W/ 3" EMBED 3/8"⌀ @ 4'-0" O.C. W/ 2" EFF EMBED 3/8"⌀ @ 4'-0" O.C. W/ 2" EFF EMBED 0.145"⌀ @ 2'-8" O.C. W/ 1-1/4" EMBED DECK AND FILL N.A. 3/8"⌀ @ 4'-0" O.C. W/ 2" EFF EMBED 3/8"⌀ @ 4'-0" O.C. W/ 1.86" EFF EMBED 0.145"⌀ @ 2'-8" O.C. W/ 1" EMBED i n t e r i o r b o t t o m t r a c k s i l l a n c h o r - w i t h c u r b ANCHOR TYPE ANCHOR BOLT EXPANSION ANCHOR SCREW ANCHOR SIZE AND SPACING 3/8"⌀ @ 2'-8" O.C. W/ 5" EMBED 3/8"⌀ HILTI KB-TZ @ 2'-8" O.C. W/ 2" EFF EMBED 3/8"⌀ @ 2'-8" O.C. W/ 1.86" EFF EMBED A BTYPICAL - NO CURB CURB ANCHOR PER SCHEDULE ANCHOR PER SCHEDULE CURB PER PLAN MIN. 6" EM B E D #10 SMS EA. STUD EA. FLANGE #10 SMS EA. STUD EA. FLANGE WALL STUD - REF. TOP TRACK - REF. ALTERNATE DIRECTIONS IF DESIRED (3)#8 SMS 250T200-54 TRACK BRACE PER PLAN. CUT FLANGE AND BEND 45° - ATTACH FLANGE W/ (1)#8 SMS. ALTERNATE BRACE AT ALL WALL ENDS INCLUDING WALLS DISCONTINUOUS THROUGH WALL INTERSECTIONS. CEILING LINE MI N . 6" 'H ' 7' - 6 " M A X . (1)3/8"⌀ x 2" MIN. EFFECTIVE EMBED EXPANSION ANCHOR (OPTION: (1)3/8"⌀ X 2-1/2" NOMINAL EMBED SCREW ANCHOR IN LIEU OF EXPANSION ANCHOR CONC. FILL OVER METAL DECK #8 SMS 1"1" 1 1 EQ EQ #8 SMS 3/8"⌀ x 2" MIN. EMBED EXPANSION ANCHOR parallel to flutes CONC. FILL OVER METAL DECK TYPE 1 2 BACKING 6" x 20ga. (33 MIL) 6" x 16ga. (54 MIL) 7 29 STUDS @ 24" O.C.STUDS @ 16" O.C. 5 20 10 40 TO STUD # SCREWS (2)#6 (2)#8 (LBS) 3.5 14.5 MAX (LBS)MAX(LBS)MAX (LBS)MAX • • • • • USE FLAT STRAP BACKING GENERALLY FOR EQUIP. ≤ 50LBS OR 10LBS/FT. EG: DRY ERASE/CHALK/BULLETIN BOARDS SURFACE MOUNTED MIRRORS WASTE RECEPTACLES SOAP/PAPER TOWEL DISPENSERS DOORSTOPS/HOLDERS STRAP PER SCHEDULE SEE SCHEDULE STUDS PER SCHEDULE - SEE 12/A801 MAX MAX 1" MIN. @ ENDS NOTE: SEE M/E/P DETAILS AND STRUCTURAL ANCHORAGE DRAWINGS FOR ADDITIONAL BACKING REQUIREMENTS TYPE 1 2 BACKING 650T150-33 650T150-54 80 300 STUDS @ 24" O.C.STUDS @ 16" O.C. 60 225 120 450 TO STUD # SCREWS (3)#8 (5)#8@ 18ga. (3)#8@ 16ga. (LBS) 40 150 MAX (LBS)MAX(LBS)MAX (LBS)MAX • • • • • USE FLANGED BACKING GENERALLY FOR EQUIP. > 50LBS OR 10LBS/FT. EG: UPPER WALL HUNG FULL HEIGHT CABINETS SHOWER SEATS GRAB BARS/HANDRAILS SINKS/URINALS BACKING PER SCHEDULE SEE SCHEDULESTUDS PER SCHEDULE - SEE 12/A801 MAX MAX 1/2" LONG BEND 90° @ ENDS NOTE: SEE M/E/P DETAILS AND STRUCTURAL ANCHORAGE DRAWINGS FOR ADDITIONAL BACKING REQUIREMENTS • • • • • CHANGING TABLES TOILET PARTITIONS MAGNETIC HOLD OPENS WALL MOUNTED MEP MEDICAL EQUIPMENT 1/4" MAX. GAP 1" TYP. 2" TYP. STEEL BEAM PER PLAN CONC. SLAB FOR TOP TRACK SEE 'E' FASTENERS @ 2'-8" O.C. SEE SCHEDULE STUD PER 1/ 2 " G A P FASTENER @ 2'-8" O.C. SEE SCHEDULE 3" x 16ga. PL @ 2'-8" O.C. MAX. #8 SMS @ 2'-8" O.C. 1/ 2 " G A P FASTENER @ 2'-8" O.C. MAX. - SEE SCHEDULE 1" TYP. OFFSET 1/2" MAX. P.A.F. OFFSET 1/2" MAX. P.A.F. A WALL PERPENDICULAR TO DECK FLUTES B WALL PARALLEL TO DECK FLUTES C TOP TRACK AT WALL UNDER BEAM D TOP TRACK AT WALL PARALLEL TO WF BEAM E TYPICAL TOP TRACK f a s t e n e r s c h e d u l e DECK WITH STRUCTURAL CONCRETE FILL STEEL BEAM 0.145"⌀ x 1-1/4" EMBED P.A.F. 0.145"⌀ P.A.F. DECK W/O STRUCT. CONC. FILL OR DECK W/ INSULATING CONC. FILL #8 SCREWS 2-1/2" DEEP LEG SLOTTED TRACK W/ VERTICAL SLOTS @ 1" O.C. WALL STUD, TYP. #8 SMS W/ STAND-OFF WASHER EA. FLANGE. INSTALL FASTENERS AT CENTER OF 1-1/2" SLOT JAMB STUDS WHERE OCCURS FASTENERS - SEE SCHEDULE CONC. SLAB WF BEAM 16ga. Z CHANNEL @ 2'-8" O.C. HEIGHT AS REQUIRED FOR FIRE PROOFING (1-1/2" MIN.) 1-1/4" 3/4" 2" MAX. FASTENER - SEE SCHEDULE TOP TRACK AND FASTENERS PER 'E' #8 SMS W/ STAND-OFF WASHERS @ 2'-8" O.C. HORIZONTAL BRACE PER PLAN AND SCHEDULE MAX 'L' 7'-0" 10'-0" MINIMUM BRACE SIZE 362T125-33 362T150-43 362T200-54 5'-0" PARTIAL HEIGHT UNBRACED END 6" M A X . 1" MAX. (4)#8 SMS EA. END TYP. 1.5 MIN. 1 S PROVIDE DIAGONAL BRACE WHEN LENGTH OF UNBRACED WALL IS LESS THAN 5'-0" 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 5 P M 01/23/2026 Checker Author CAP030945 A801 TYPICAL PARTITION DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"02 typical interior wall elevation (full-height) 1/4" = 1'-0"07 typical interior wall elevation (partial-height) 1/2" = 1'-0"12 typical interior studs NTS13typical interior studs schedule 1 1/2" = 1'-0"04 typical partial height wall top track NTS18typical interior jambs 1" = 1'-0"09 typical interior bottom track detail 3/4" = 1'-0"05 braced partial height stud wall 1" = 1'-0"17 flat strap backing - type 2 1" = 1'-0"16 flanged backing - type 1 1 1/2" = 1'-0"20 typical interior full-height wall top track detail 1" = 1'-0"10 horiz. brace @ partial height wall w/ unbraced end No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 2"x2" 16ga. CLIP ANGLE AT TOP OF HEADER 1/2" LESS THAN STUD WIDTH W/ (3)#8 SMS EA. LEG - SEE 'C' 2"x2" 16ga. CLIP ANGLE AT TOP & BOTTOM OF HEADER 1/2" LESS THAN STUD WIDTH W/ (3)#8 SMS EA. LEG - SEE 'C' JAMB STUDS JAMB STUDS CUT AND BEND TRACK WEB AND ATTACH TO JAMB W/ (3)#8 SMS THRU WEB AND (4)#8 SMS EA. FLANGE HEADER HEADER ATTACHMENT AS SHOWN IN 'C' #8 SMS EA. FLANGE EA. STUD HEADER 3" MIN. T&B TO NEAREST PUNCH-OUT 3" MIN. T&B TO NEAREST PUNCH-OUT CRIPPLE STUDS #8 SMS EA. FLANGE @ 16" #8 SMS EA. FLANGE EA. STUD CRIPPLE STUDS TRACK PER SCHEDULE #8 SMS EA. FLANGE @ 16" TRACK PER SCHEDULE OPTION: #8 SMS EA. FLANGE @ 16" IN LIEU OF WELDING #8 SMS EA. FLANGE @ EA. STUD WALL STUD STUD PER SCHEDULE STUD EA. SIDE PER SCHED. #8 SMS @ 16" O.C. T&B WALL STUD TRACK PER SCHEDULE OPTION: WELD IN LIEU OF SCREWS TO NESTED STUD1/8 2-12 1 1/2-61/16TYP. (2)400S125-54 & (2)362T125-43 A - n e s t e d s t u d o p t i o n B - b o x h e a d e r s e c t i o n L ≤ 4'-0"4'-0" < L ≤ 14'-0" MAX 'L'HEADER 3 5/8"4"6" 4'-0" 8'-0" 11'-0" 14'-0" ---S162-43 & ---T250-33 (2)600S125-54 & (2)362T125-68 (2)400S125-54 & (2)400T125-33 (2)362S125-33 & (2)---T125-33 (2)600S125-54 & (2)400T125-54 (2)400S125-54 & (2)600T125-33 (2)600S125-54 & (2)600T125-43C - h e a d e r a t t a c h m e n t EQ. EQ. 1/2" 1/2" 1" 1" TRACK SECTION x HEADER DEPTH W/ (6)#8 SMS TO JAMB AND (3)#8 SMS EA. SIDE OF HEADER EQ. EQ. 1/2" 1/2" 2"x2" 16ga. CLIP ANGLE 1/2" LESS THAN STUD WIDTH W/ (3)#8 SMS EA. LEG - SEE 'C' 2"x2" 16ga. CLIP ANGLE AT TOP & BOTTOM OF SILL 1/2" LESS THAN STUD WIDTH W/ (3)#8 SMS EA. LEG - SEE 'C' JAMB STUDS JAMB STUDS SILL SECTION WALL STUDS SILL SECTION 3" MIN. T&B TO NEAREST PUNCH-OUT 3" MIN. T&B TO NEAREST PUNCH-OUT WALL STUDS TRACK PER SCHEDULE TOP TRACK PER SCHEDULE WALL STUD WALL STUD A - s i n g l e t r a c k s e c t i o n B - n e s t e d s t u d s e c t i o n L ≤ 4'-0"4'-0" < L ≤ 14'-0" MAX 'L'SILL 3 5/8"4"6" 4'-0" 8'-0" 11'-0" 14'-0" ---T125-33 (2)---S125-54 & (2)---T250-54 600T125-54C - s i l l a t t a c h m e n t EQ. EQ. 1/2" 1/2" 1" 1" ---T125-43 ---T125-54 OPTION: WELD IN LIEU OF SCREWS TO NESTED STUD 1/8 2-12 STUD PER SCHED. 2"x2" 16ga. CLIP ANGLE AT TOP & BOTTOM OF TOP TRACK 1/2" LESS THAN STUD WIDTH W/ (3)#8 SMS EA. LEG AS SHOWN ABOVE STUDS AT WALL INTERSECTION WALL STUDS TOP TRACK PER 3" MIN. T&B TO NEAREST PUNCH-OUT EQ. EQ. 1/2" 1/2" 1" 1" JAMB STUD PER #8 SMS EA. SIDE BOTTOM TRACK TOP OF SLAB OR CURB 2 SHOT PINS @ FULL- HEIGHT WALLS. 2 EXP. ANCHORS OR SCREW ANCHORS @ PARTIAL HEIGHT WALLS.3" 3" A - c o n t i n u o u s t r a c k B - e n d o f t r a c k C - b o x e d j a m b JAMB STUD PER #8 SMS EA. SIDE BOTTOM TRACK TOP OF SLAB OR CURB 2 SHOT PINS @ FULL- HEIGHT WALLS. 2 EXP. ANCHORS OR SCREW ANCHORS @ PARTIAL HEIGHT WALLS.3" 5" CUT BOTTOM TRACK AT F.O. DOOR JAMB BOXED JAMB PER #8 SMS EA. SIDE, TYP. BOTTOM TRACK TOP OF SLAB OR CURB FOR TRACK ANCHORAGE, SEE 'A' 3" 3" WHERE BRACING TERMINATES AT BUILT-UP JAMB, EXTEND CRC INTO PUNCH-OUT LATERAL BRACING: CONT. 16ga. COLD ROLLED CHANNEL (CRC) 2"x2"x16ga. CLIP ANGLE, 1/2" LESS THAN STUD WIDTH W/ (4)#8 SMS, TYP. WALL STUD, TYP. LATERAL BRACING SPLICE: 12" LONG CRC INVERTED OVER CENTER OF SPLICE W/ (3)#8 SMS EA. SIDE OF SPLICE 1/2" 1-1/2" 1/2" 1/2" 1" 1" 3/4" 3/4"1/2" 1. 2. 3. A. B. NOTES: DETAIL MAY BE USED AS AN ALTERNATE. IF STUD DEPTH IS GREATER THAN 6", USE DETAIL . AT CONTRACTOR'S OPTIONS, IN LIEU OF 16ga. CRC, USE EITHER OF (WITH SCREWS PER MANUFACTURER'S REQUIREMENTS): BRIDGECLIP BY THE STEEL NETWORK SUBH/MSUBH BRIDGING CONNECTOR BY SIMPSON STRONG-TIE a l t e r n a t e b r i d g i n g l o c a t i o n GYP. BOARD SHEATHING ON ON SIDE CONT. 54 MIL. x 1-1/2" x 1/2" FLANGE CRC W/ (2)#8 SMS EA. STUD 20ga. MIN. TRACK BLOCKING, CLIP FLANGE AND BEND. INSTALL @ 8'-0" O.C. HORIZ. - COORDINATE W/ PIPES & CONDUIT (2)#10 SMS, TYP. SPLICE STRAP @ BLKG. AS REQ'D. WALL STUD, TYP. TAUT FLAT STRAP EA. SIDE - 18ga. x 1-1/2" MIN. NOTE: FLAT STRAP BRIDGING MAY BE OMITTED ON EITHER SIDE OF STUD WHERE GYPSUM BOARD OF LATH OR PLYWOOD IS PROVIDED AND ATTACHED WITH FASTENERS @ 12" O.C. MAX. ALONG THE FULL HEIGHT OF EACH WALL STUD. (1)#10 SMS EA. STUD, TYP. (4)#10 SMS, STRAP TO BLKG., TYP. 3"± 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1 1/2" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 6 P M 01/23/2026 Checker Author CAP030945 A802 TYPICAL PARTITION DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1 1/2" = 1'-0"07 typical interior header and jamb connection 1 1/2" = 1'-0"17 typical interior sill and jamb connection 1 1/2" = 1'-0"05 typical partial height wall top track to full-height stud 1 1/2" = 1'-0"04 typical interior jamb base detail 1 1/2" = 1'-0"09 typical bridging detail 1 1/2" = 1'-0"14 alternate bridging detail No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 STRUCT. CONC. DECK STRUCT. STL. MEMBER CLG. CLIP 12ga. X 3/4" WIDE (MIN.) W/ 0.145" DIA. SHOT-IN ANC. (3) TIGHT TURNS IN 1 1/2" VERT. HANGER WIRE (TEST FOR 200 LBS) SPLAYED BRACING WIRE W/ #10 SMS (TEST FOR 440 LBS) (4) TIGHT TURNS IN 1 1/2" STL. STRAP 1" W X 12 ga. (MIN.) HILTI X-CW U27 W/ 2" EMBED - ICC#ESR-2184 (TEST TO 440 LBS)161/256" MAX. 5/8" MAX. 45° M A X . FROM FLUTE EDGE 1 1/8" MIN. 45° M A X . CLG. CLIP 12 ga. X 3/4" WIDE (MIN.) W/ 0.145" DIA. SHOT IN ANC. (3) TIGHT TURNS IN 1 1/2" (4) TIGHT TURNS IN 1 1/2" SPLAYED BRACING WIRE VERT. HANGING WIRE (TEST FOR 200 LBS) STL. STRAP 1" W X 12ga. (MIN.) 0.15" DIA. SHOT-IN ANC. W/ 1 1/2" EMBED. ICC#ER-1663 TEST TO 200 LBS FROM FLUTE EDGE 1 1/8" MIN. FROM FLUTE CL 1" MAX. 5/8" MAX. 5/8" MAX. 2" MAX.2" MAX. 8" MAX.8" MAX. 2" MAX . 2" MA X . 45° MAX. TYP. 2" MIN. 2" MIN. 1 6 SEISMIC COMPRESSION STRUT, SEE NOTE D. 12 GA. VERT. HANGER WIRE @ 48" O.C. ALONG MAIN RUNNERS, SEE NOTE E. MIN. (3) TIGHT TURNS IN 1 1/2" BOTH ENDS (4) 12 GA. BRACING WIRES W/ MIN. 4 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE - CONNECT TO MAIN RUNNERS, SEE NOTE B. MAIN RUNNER, SEE NOTE G CROSS RUNNER, SEE NOTE G SEISMIC CLIP AT MAIN RUNNERS AS REQUIRED, SEE NOTE C 12 GA. PERM. HANGER WIRE AT ALL RUNNERS ADJACENT TO WALLS ANCHORED TO STRUCTURE ABOVE, SEE NOTE H 3/4" MIN. @ (2) ADJACENT UNATTACHED WALLS ARMSTRONG BERC 2 ARMSTRONG SHADOW MOLDING 78723 - TYP. WALL ANGLE PERIMETER STABILIZER BAR OR CLIP AS REQUIRED TO KEEP PERIMETER COMPONENTS FROM SPREADING APART s u s p e n s i o n g r i d a x o n @ l a t e r a l b r a c i n g i n t e r s e c t i o n s u s p e n s i o n g r i d @ w a l l s u s p e n s i o n g r i d a x o n l a y - i n c e i l i n g t i l e c o n c e a l e d s e i s m i c c l i p a x o n ATTACHED ATTACHED UNATTACHED UNATTACHED SEISMIC COMPRESSION STRUT, SEE NOTE D LIGHT OR MECHANICAL FIXTURE, SEE NOTE F SUSPENSION GRID PER RCP 12 GA. HANGER WIRE @ 48" O.C. ALONG MAIN RUNNERS, SEE NOTE E MAIN RUNNER, SEE NOTE E CROSS RUNNER, SEE NOTE G MAIN RUNNER SEISMIC CLIP - LOCATED ALONG SEISMIC CONTROL JOINT. SEE CEILING NOTE K CROSS RUNNER LAY-IN TILE SHOWN HIDDEN FOR CLARITY c e i l i n g n o t e s AA 1. B.B. 1. 2. 3. 4. 5. C. C. 1. D. 1. 2. E. E. 1. 2. F.F. 1. 2. 3. 4. 5. 6. 7. 8. G.G. 1. 2. 3. H.H. 1. I.I. 1. J.J. 1. K. K. 1. PATTERNPATTERN ACOUSTICAL TILE - UNLESS OTHERWISE INDICATED OR SPECIFIED, INSTALL CEILINGS IN A REGULAR PATTERN WITHOUT BORDER AND JOINT LINES PARALLEL TO WALLS. INSTALL ACOUSTICAL UNITS SYMMETRICALLY ABOUT CENTERLINES OF EACH ROOM OR SPACE, AVOIDING NARROW UNITS AT WALL. LATERAL BRACINGLATERAL BRACING LATERAL BRACING FOR SUSPENDED CEILINGS MUST BE PROVIDED (CBC 2501A.5 AND ASCE 7). WHERE CEILING LOADS ARE LESS THAN 5 PSF AND NOT SUPPORTING INTERIOR PARTITIONS, CEILING BRACING SHALL BE PROVIDED BY (4) NO. 12 GAUGE WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES FROM THE CROSS RUNNER INTERSECTION AND SPLAYED 90-DEGREES FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45-DEGREES FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 4'-0" FEET O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT WITHIN 4'-0" FEET FROM EACH WALL. FASTEN BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 11/2". BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABOVE SHALL HAVE A MINIMUM CONNECTION STRENGTH OF 200 POUNDS OR BE ADEQUATE FOR THE LOAD IMPOSED. REFER TO DETAIL 5/- FOR ATTACHMENT REQUIREMENTS TO CONCRETE DECK. ALLOWABLE LOAD FOR #10 WIRE IS 343 LBS AND #12 WIRE IS 209 LBS. SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS, AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS. THE SUSPENDED CEILING LATERAL FORCE-BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF 6 INCHES FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL FORCES. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. LATERAL SUPPORTLATERAL SUPPORT PROVIDE SEISMIC CLIP PER ESR-1308 AT MAIN RUNNERS ON A MINIMUM OF 2-ADJACENT SIDES AND HOLD A MINIMUM OF 3/4" CLEARANCE AT UNATTACHED WALLS. SEISMIC BRACINGSEISMIC BRACING (REQUIRED ONLY FOR CEILING AREAS GREATER THAN 1,000 SF) VERTICAL COMPRESSION STRUTS SHALL BE INSTALLED AT EACH CROSS RUNNER INTERSECTION WHERE LATERAL SUPPORT WIRES ARE INSTALLED (12'-0" FEET O.C. IN BOTH DIRECTIONS, STARTING 6'-0" FEET FROM WALLS). WHERE THE DISTANCE BETWEEN THE CEILING GRID AND THE STRUCTURE ABOVE IS LESS THAN 8'-0" FEET, PROVIDE ONE 3-5/8" (25 GA.) METAL STUD, 8'-10' TWO 1 5/8" 25 GA METAL STUDS ORIENTED PERPENDICULAR (FLANGE OF ONE STUD CONNECTED TO THE WEB OF THE OTHER STUD) AND CONNECTED EVERY 12" ALONG THEIR PATHS. 10'-15', TWO 2-1/2" 25GA METAL STUDS, ORIENTED AND CONNECT SIMILAR TO 8'-10". SECURE TO STRUCTURE ABOVE. SCREW WITH #6 DRYWALL SCREW TO CEILING MAIN RUNNER AT SPLAYED CORNERS. HANGER WIRESHANGER WIRES SPACE WIRES AT MAXIMUM 48" CENTERS ALONG MAIN RUNNERS AND CONNECT TO STRUCTURE ABOVE. MINIMUM 12-GAUGE GALVANIZED STEEL WIRE TO BE UTILIZED, UNLESS HEAVIER GAUGE REQUIRED BY CODE. FASTEN HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 11/2". HANGER WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. REFER TO DETAIL 5/- FOR ATTACHMENT REQUIREMENTS TO CONCRETE DECK. ALLOWABLE LOAD FOR #10 WIRE IS 343 LBS AND #12 WIRE IS 209 LBS. FRAMING FOR LIGHTING & MECHANICAL FIXTURES FRAMING FOR LIGHTING & MECHANICAL FIXTURES OBTAIN NECESSARY DATA FROM OTHER TRADES AND PROVIDE ADDITIONAL HANGERWIRE AND/OR FRAMING IN SUSPENDED GRIDS AS REQUIRED TO SUPPORT LIGHTING AND MECHANICAL FIXTURES. WHERE FIRE RATING IS REQUIRED; PROVIDE FIRE DAMPERS. SEPARATE ALL CEILING HANGER AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. LIGHTING FIXTURES AND MECHANICAL DIFFUSERS WEIGHING LESS THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY BY A MIN. OF 2-12 GA. HANGERWIRES (MAY BE SLACK) LOCATED AT OPPOSITE CORNERS OF THE FIXTURE AND ATTACHED TO THE STRUCTURE ABOVE. ALL LIGHT FIXTURES MUST BE MECHANICALLY ATTACHED TO THE GRID PER NEC 410-16 AT TWO LOCATIONS UNLESS INDEPENDENTLY SUPPORTED. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS WEIGHING 56 LBS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES, EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE FOUR (4) TAUT #12 GAGE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT. ALL FIXTURES AND AIR TERMINALS SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GAGE WIRES EACH ATTACHED TO THE FUXTURE OR TERMINAL, AND TO THE STRUCTURE ABOVE. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A #12 GAGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT. OR LONGER. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE FIXTURE. A BRACING ASSEMBLY IS REQUIRED WHERE THE PENDANT HANGER PENETRATES THE CEILING. SPECIAL DETAILS ARE REQUIRED TO ATTACH THE PENDANT HANGER TO THE BRACING ASSEMBLY TO TRANSMIT HORIZONTAL FORCES. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH THE CEILING TILE REQUIRE MINIMUM 2-INCH RINGS, SLEEVES OR ADAPTERS THAT WILL ALLOW A MINIMUM 1-INCH CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION TO ACCOMMODATE THE 1-INCH MOVEMENT. SUSPENSION GRIDSUSPENSION GRID SPACE HEAVY DUTY MAIN RUNNERS AT MAXIMUM 48" CENTERS AND INSTALL CROSS RUNNERS TO COMPLETE THE GRID. INSTALL MAIN RUNNERS ALONG EDGES OF MECHANICAL AND LIGHTING FIXTURES. LOCK SUSPENSION PARTS INTO PLACE TO FORM A GRID CAPABLE OF RESISTING A LATERAL FORCE OF 180 POUNDS MINIMUM IN BOTH TENSION AND COMPRESSION. INSTALL ACOUSTICAL UNITS WITH TIGHT FLUSH JOINTS, ALL JOINT LINES STRAIGHT AND ALIGNED. CUT UNITS TO FIT TIGHTLY AROUND CEILING PENETRATIONS, AND EDGES BEARING ON RUNNERS, ALL EDGES SECURED WITH HOLD-DOWN CLIPS. PROVIDE MOLDING AT VERTICAL SURFACES AND AT ALL PENETRATIONS, JOINTS TIGHTLY BUTTED AND MITER CUT AT ANGLES OR CHANNELS. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN THE RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUCT OR A #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 12 INCHES OR LESS, THIS INTERLOCK IS NOT REQUIRED. SUSPENDED ACOUSTICAL CEILINGS SHALL CONFORM TO ASTM C 635, ASTM C 636, AND CBC 803.9. DISCONTINUOUS ENDSDISCONTINUOUS ENDS DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8" OF SUCH ENDS. HANGER WIRE SLOPE MAXIMUM OF 1:6 OUT OF PLUMB. CEILING PLANE ELEVATION CHANGES CEILING PLANE ELEVATION CHANGES PROVIDE TRIMS AND RIGID SUPPORT WHERE SHOWN OR NECESSARY TO PROPERLY FINISH AT OFFSET OR CEILING BREAKS, TYPES AS INDICATED, DIRECTED AND APPROVED. REPAIR, CLEANING, & COMPLETION REPAIR, CLEANING, & COMPLETION REMOVE AND REPLACE ALL DISCOLORED, BROKEN, OR DAMAGED MATERIALS. COMPLETED CEILINGS SHALL PRESENT A SMOOTH LEVEL SURFACE FREE OF EDGE OR CORNER OFFSETS, CUPPING, SCRATCHES, GOUGES, OR OTHER DEFECTS. CLEAN EXPOSED SURFACES AND REMOVE FOREIGN MATTER. CONTROL JOINTSCONTROL JOINTS PROVIDE A CONTROL JOINT FOR EVERY 2500 SQUARE FEET OF CEILING AREA. WHEN CEILING AREA EXCEEDS 2500 SQUARE FEET LOCATE CONTROL JOINTS THAT DIVIDE CEILING AREA INTO EQUAL/BALANCES AREAS UNLESS OTHERWISE INDICATED ON THE PLANS. CEILING JOIST PER SCHEDULE STUDS CEILING JOIST PER SCHEDULE STUDS 3-#8 SMS EA STUD 1-LAYER CYP BOARD (5/8" MAX) #8 SMS AT EA STUD (2-TOTAL) CEILING JOIST PER SCHEDULE STUDS 3-#8 SMS TYP L1 1/2"X 1 1/2"X 33 MIL CONT W/1-#8 SMS EA LEG, EA STUD AND JOIST c e i l i n g j o i s t c o n n t o e x t e r i o r w a l l c e i l i n g j o i s t c o n n t o w a l l t h r u 1 - l a y e r o f g y p STUDS JOIST SIZE & SPACING PER SCHEDULE 1" FLANGE CONT TRACK GAUGE PER SCHEDULE W/ #8 SMS EA FLANGE, EA STUD. SEE DETAILS 'B' THRU 'E' FOR CONNECTION TO STUD, TYP STUDS c e i l i n g j o i s t NOTES: 1. CEILING WHERE JOISTS SHALL SUPPORT NO MORE THAN TWO LAYERS OF 5/8" GYP BOARD. 2. WHERE CEILING JOISTS SPANS EXCEED TABULATED VALUES, PROVIDE MID-SPAN SUPPORTS PER 2/- OR 5/- TO CUT TOTAL SPANS i n t e r i o r c e i l i n g j o i s t m a x s p a n s c h e d u l e STUD JOIST SIZE & SPACING UNBRACED JOIST BRACED JOIST 16" OC 16" OC 9'-5"13'-2" 10'-5"14'-4" 10'-8"15'-0" 12'-0"16'-2" 13'-8"16'-11" 362S125-33 362S125-43 400S125-43 400S137-43 400S162-43 c e i l i n g j o i s t l a p c o n n A B C D EQ ± 6 EQ ± 6 54 MIL x 1 1/2" CRC W/2-#8 SMS @ EA STUD AT BRACED JOIST (N) METAL DROP CEILING FRAMING CEILING JOIST PER 'HARD LID CEILING' SCHEDULE SOFFIT WIDTH PER. PLAN (N) STUD SPACING TO MATCH (E) CEILING JOIST SPACING (N) METAL SOFFIT BRACING FOR FRAME V.I.F. (N)SOFFIT LEVEL WITH (E) SOFFIT (N) GYP. BD. FINISH - PAINT WHERE VISIBLE (E) STRUCTURE (E) CEILING GRID PER RCP 02/A162 d r o p c e i l i n g b e t w e e n t w o e x i s t i n g c e i l i n g s (N) CASING BEAD s o f f i t b e t w e e n t w o e x i s t i n g c e i l i n g s (N) METAL SOFFIT FRAMING (N) STUD SPACING TO MATCH CEILING (E) JOIST SPACING (N) METAL SOFFIT BRACING FOR FRAME V.I.F. (N)SOFFIT LEVEL WITH (E) SOFFIT NEW GYP. BD. FINISH - PAINT WHERE VISIBLE (E)STRUCTURE (E) CEILING GRID PER RCP 02/A162 (N) STUD SPACING TO MATCH CEILING (E) JOIST SPACING (N) CASING BEAD (N) METAL DROP CEILING FRAMING SOFFIT WIDTH PER. PLAN (N) STUD SPACING TO MATCH (E) CEILING JOIST SPACING (N) METAL SOFFIT BRACING FOR FRAME V.I.F. (N)SOFFIT LEVEL WITH (E) SOFFIT (N) GYP. BD. FINISH - PAINT WHERE VISIBLE (E) STRUCTURE (E) CEILING GRID PER RCP 02/A162 a l c o v e c e i l i n g b e t w e e n t w o e x i s t i n g c e i l i n g s (N) CASING BEAD (E) METAL CEILING PER RCP 02/A162 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 7 P M 01/23/2026 Checker Author CAP030945 A820 TYPICAL CEILING DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3" = 1'-0"10 hanger wire attachment @ ceiling 3" = 1'-0"18 typical suspended acoustical ceiling details 3/4" = 1'-0"20 interior hard lid ceiling 3/4" = 1'-0"05 new drop ceiling between existing ceilings 3/4" = 1'-0"03 new soffit between existing ceilings 3/4" = 1'-0"04 new alcove ceiling No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 STUDS PER 2/SX-10.02 FULL HEIGHT WALLCEILING JOIST PER 'HARD LID CEILING' SCHEDULE 8'-0" MAX CEILING JOIST PER 'HARD LID CEILING' SCHEDULE 3-#8 SMS STUDS TO MATCH DROP CEILING JOIST DROP CEILING JOIST SPACING TO MATCH CEILING JOIST SPACING ABOVE SEE 'HARD LID CEILING' SCHEDULE 4'-0" MAX METAL STUD 3-#8 SMS TYP CONT BENT PLT 33MILx1 1/2"X1 1/2" W/1-#8 SMS EA LEG, EA STUD NOTE: FOR CEILING JOIST TO WALL CONNECTION SEE 'HARD LID CEILING' DETAILS STUDS PER 2/SX-10.02 d r o p c e i l i n g A CEILING JOIST PER 'HARD LID CEILING' SCHEDULE 8'-0" MAX 7' - 0 " M A X T Y P . 8 ' - 0 " M A X A T G R O U N D F L O O R STUD SPACING TO MATCH CEILING JOIST SPACING FOR BRACE SEE 'SUSPENDED STUDS AT STRUCTURAL CONCRETE FILLED DECK' AND 'SUSPENDED STUDS AT DECK WITHOUT STRUCTURAL CONCRETE FILL' TYP FULL HEIGHT WALL 8'-0" MAX CEILING JOIST PER 'HARD LID CEILING' SCHEDULE STUD SPACING TO MATCH CEILING JOIST SPACING d r o p c e i l i n g a d j a c e n t t o f u l l h e i g h t w a l l d r o p c e i l i n g f u l l h e i g h t b r e a k a d j a c e n t t o w a l l d r o p c e i l i n g @ h a r d l i d c e i l i n g c o r n e r B EDC SEE E SEE 'B'SEE 'SUSPENDED STUDS AT STRUCTURAL CONCRETE FILLED DECK' AND 'SUSPENDED STUDS AT DECK WITHOUT CONCRETE FILL' SEE 'B' SEE 'SUSPENDED STUDS AT STRUCTURAL CONCRETE FILLED DECK' AND 'SUSPENDED STUDS AT DECK WITHOUT STRUCTURAL CONCRETE FILL' SEE 'TYPICAL INTERIOR FULL- HEIGHT WALL TOP TRACK DETAIL' B STUDS PER 2/SX-10.02 2" M I N 400S 162-54 KICKER @ 48" (LENGTH = 10'-0" MAX) W/ 4-#8 SMS EA END CONT TRACK SAME GAGE AS STUD W/1-#10 SMS EA FLANGE, EA STUD TYPICAL BOTTOM TRACK 1 MAX 1 1 MAX 1 d e c k p a r a l l e l t o w a l l d e c k p e r p e n d i c u l a r t o w a l l A B SEE ' SUSPENDED STUD CONNECTION TO STRUCTURAL CONCRETE FILLED DECK' SEE 'KICKER CONNECTION TO STRUCTURAL CONCRETE FILLED DECK BENT PL 43 MIL x4x2x1'-4" (LLV) SEE NOTE 1 KICKER SIZE & SPACING PER SECTION 4-#8 SMS, TYP p e r p e n d i c u l a r t o f l u t e s 1-3/8"⌀ X 2" MIN NOMINAL EMBED HILTI KH-EZ SCREW ANCHORS (2 TOTAL) SEE NOTE 2 BENT PL 43 MIL x4x2x1'-4" (LLV) CLIP CAN BE LOCATED IN LOW OR HIGH FLUTE SEE NOTE 1 BENT PL 43 MIL x4x2x1'-4" KICKER SIZE & SPACING PER SECTION 1-3/8"⌀ X 2" MIN NOMINAL EMBED HILTI KH-EZ SCREW ANCHORS (2 TOTAL) SEE NOTE 21" TYP NOTES: 1. SEE 'KICKER CONNECTION TO STEEL BEAM' FOR ALTERNATE CONNECTION 2. OPTION: USE 3/8" ⌀ x 2" EFFECTIVE EMBED HILTI KB-TZ EXPANSION ANCHORS IN LIEU OF SCREW ANCHORS CL OF FLUTE CL OF FLUTE E E D s e c t i o n B OFFSET TYP 1 1/4" MAX TYP 1 1/8" MIN TYP 1" MIN p a r a l l e l t o f l u t e s a l t e r n a t e p a r a l l e l t o f l u t e s s e c t i o n A B C D E BENT PL 43 MILx4x2x1'-4" (LLV) SPAN THREE FLUTES MIN W/ # 8 SMS EA FLUTE SEE NOTE 1 KICKER SIZE & SPACING PER SECTION 4-#8 SMS, TYP BENT PL 43 MIL x4x2x1'-4" (LLV) W/3-#8 SMS SEE NOTE 1 NOTES: 1. SEE 'KICKER CONNECTION TO STEEL BEAM' FOR ALTERNATE CONNECTION E D C E 1 3/4" 3-#8 SMS(6 TOTAL) PL TO DECK PL 68MIL x 1'-4" SPAN 2 FLUTES NOTES: KICKER & DECK OMITTED FOR CLARITY p e r p e n d i c u l a r t o f l u t e s p a r a l l e l t o f l u t e s a t h i g h f l u t e s a t l o w f l u t e s s e c t i o n A B C D E 2" M I N 1 1/12"x 54 MILx 1 1/2" FLANGE 1 1/2" FLANGE X 1'-4" LONG 'Z' CHANNEL @ 48" STUDS PER 2 / SX-10.21 10 " M I N #8 SMS (2 TOTAL) EA 'Z' CHANNEL 10 " M I N 54 MIL X 1 1/2" FLANGE CONT. TRACK MIN W/ #8 SMS EA FLANGE, EA STUD 54 MIL X 1 1/2" FLANGE CONT. TRACK MIN W/ #8 SMS EA FLANGE, EA STUD STUD DEPTH x 6"x 54 MIL WASHER @ EA ANCHOR STUDS PER 2 / SX-10.21 1-3/8" ⌀ x 2 1/2" MIN NOMIAL EMBED HILTI KH-EZ SCREW ANCHORS (ICC ESR 3027) @ 48" 1-3/8" x 2 1/2" MIN NOMIAL EMBED HILTI KH-EZ SCREW ANCHORS (ICC ESR 3027) @ 48" STUDS PER 2 / SX-10.21 10 " M I N #8 SMS (2 TOTAL) EA 'Z' CHANNEL 54 MIL X 1 1/2" FLANGE CONT. TRACK MIN W/ #8 SMS EA FLANGE, EA STUD OPTION: USE 3/8" x 2" EFFECTIVE EMBE3D HILTI KB-TZ EXPANSION ANCHORS IN LIEW OF SCREW ANCHORS 1 1/12"x 54 MILx 1 1/2" FLANGE 1 1/2" FLANGE X 1'-4" LONG 'Z' CHANNEL @ 48" CL OF FLUTE 3/8"⌀ x 1 5/8" MIN NOMIAL EMBED SCREW ANCHORS (2 TOTAL) SEE NOTE 1 OFFSET TYP 2" MAX 6" p e r p e n d i c u l a r t o f l u t e s p a r a l l e l t o f l u t e s a l t e r n a t e p e r p e n d i c u l a r t o f l u t e s A B C STUDS PER 2/SX-10.02 400S 162-54 KICKER @ 48" (LENGTH = 10'-0" MAX) W/ 4-#8 SMS EA END CONT TRACK SAME GAGE AS STUD W/1-#8 SMS EA FLANGE, EA STUD TYPICAL TOP & BOTT. 1 MIN 2 MAX 1 d e c k p a r a l l e l t o w a l l 1 1/2"x54 MIL x 1 1/2" FLGx1 1/2" FLG Z-CHANNEL @48" W/ #8 SMS EA FLUTE (3 FLUTES MIN) 54 MIL x 1 1/2" FLG CONT TRACK MIN W/ #8 SMS EA FLG EA STUD BEAM PER PLAN 2-#8 SMS, TRACK TO DECK @ 12" MAX 10'-0" MAX 54 MIL x 1 1/2" FLG CONT TRACK MIN W/ # 8 SMS EA FLG EA STUD 1 MIN 2 MAX 1 d e c k p e r p e n d i c u l a r t o w a l lA B SEE 'KICKER CONNCECTION TO DECK WITHOUT STRUCTURAL CONCRETE FILL' 10 " M I N #8 SMS (2 TOTAL) EA 'Z' CHANNEL 54 MIL X 1 1/2" FLANGE CONT. TRACK-WIDTH TO MATCH STUD SIZE 2"X 54 MIL X 1 1/2" FLANGE x 1 1/2" FLANGE X 1'-4" LONG 'Z' CHANNEL @ 48" W-BEAM OPTION: WELD IN LIEU OF SCREWS STUDS PER 2 / SX-10.21 FOR BRACE, SEE 'SUSPENDED STUDS AT STRUCTURAL CONCRETE FILLED DECK' AND 'SUSPENDED STUDS AT DECK WITHOUT STRUCTURAL CONCRETE FILL' 2-#12 SMS EA 'Z' CHANNEL KICKER SIZE & SPACING PER SECTIONS BENT PL 54 MILx3x2x0'-8" W/ 4-#12 SMS TO KICKER AND 3-#12 SMS TO STEEL BEAM BE A M ' K ' OPTION: WELD IN LIEU OF SCREWS BEAM WEB NOTE: KICKER OMITTED FOR CLAIRTY s e c t i o n A A 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/4" = 1'-0" 1/ 2 1 / 2 0 2 6 5 : 2 5 : 4 8 P M 01/23/2026 Checker Author CAP030945 A821 TYPICAL CEILING DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3/4" = 1'-0"10 drop ceiling and soffit detail 3/4" = 1'-0"15 suspended stud at structural concrete filled deck 3/4" = 1'-0"20 kicker connection to structural concrete filled deck 3/4" = 1'-0"18 kicker connection to metal deck without structural conc fill 3/4" = 1'-0"08 suspended stud connect to structural conc filled deck 3/4" = 1'-0"13 suspended stud at metal deck without structural conc fill 3/4" = 1'-0"02 suspended stud at steel beam 3/4" = 1'-0"8 kicker connection to steel beam No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 ... against wall... freestanding NOTE 1NOTE 1 :UNATTACHED ACRYLIC PANELS TO BE FIELD INSTALLED TO CONCEAL FASTENERS. WALL AS IT MAY OCCUR ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 FLOORING PER FINISH PLAN CONT. CLEAR SEALANT, TYP. EXST. SUBFLOOR SHIM AS REQ'D. ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 1/2" PLYWD. SUBSTRATE FRAMING, TYP. ACRYLIC PNL., THIS FACE PREATTACHED (FACING DOOR) 8X1" WOODSCREW 1X CONTINUOUS CLEAT (LOOSE) #8X2" TAPCON @12" O.C. MAX 1"X3/4" CONTINUOUS BLOCKING 1X CONTINUOUS CLEAT (LOOSE) #8X2" TAPCON @12" O.C. MAX ... freestanding NOTE 1NOTE 1 :UNATTACHED ACRYLIC PANELS TO BE FIELD INSTALLED TO CONCEAL FASTENERS. ACRYLIC PNL., PREATTACHED TO PLYWD. FRAME SUPPORT TUBE PER 12/A840 2" W x 1/2" THK. PLYWD. STRIP, FASTENED TO TUBE ... against wall 1/2" Ø ACCESS HOLE ACRYLIC PNL., TOP FACE UNATTACHED SEE NOTE 1SEE NOTE 1 . WALL AS IT MAY OCCUR PROVIDE CLEAR SEALANT AS REQ'D. ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 1/2" PLYWD. SUBSTRATE FRAMING, TYP. ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 ACRYLIC PNL., TOP FACE UNATTACHED SEE NOTE 1SEE NOTE 1 ACRYLIC PNL., BOTTOM FACE PREATTACHED TO FRAME . LINE OF FRONT FACE ACRYLIC SEAM#8 x 1" FLATHEAD WD. SCREW, TYP. 1/2" Ø ACCESS HOLE SHIM AS REQ'D. SIGNAGE (WHERE OCCURS - REF. ELEVATIONS) DOOR VERTICAL BLADE ELEMENT HORIZONTAL BLADE ELEMENT AL I G N PROVIDE BACKING AS REQ'D. FABRICATED IN-WALL MTL. BRACKET SUPPORT - 3/4" SQ. x 0.083" STL. TUBE @ 24" OC MAX. & 2" MAX FROM END OF BACKING PLATE EXST. DOOR & FRAME 3/16" THK. STL. BACK PLT. ATTACHED TO WALL w/ #10 x 2" HHSMS @ 12" OC, STAGG. - SHIM AS REQ'D. 2 1 / 2 " . 9 3/4" LONG x 2" WIDE x 1/2" THK. PLYWD. NAILER STRIP ATTACHED TO TUBE w/ #8 x 1" FHSMS MIN. 2 PER TUBE #8 x 1" FH WD. SCREW, TYP. 1/8" THK. ACRYLIC PNL., TOP FACE UNATTACHED TO BE FIELD INSTALLED PREATTACHED ACRYLIC PNL. (FASCIA & BOTTOM) FIN. EDGE PE R S I G N A G E DW G . . FIN. EDGE CONT. CLR. SEALANT AS REQ'D. VARIES (REF. PLAN) AL I G N elevation plan CO N D I T I O N S VA R I E S P E R E X I S T I N G 2 1 / 2 " PL A N PE R SIGNAGE (WHERE OCCURS - REF. ELEVATIONS) DOOR TOP AND OUTSIDE ACRYLIC TO BE SENT LOOSE F.E. 2 1/2" (F.V.) F.E. F.E. F.E. typ. LINE OF BLADE ABOVE VERTICAL BLADE ELEMENT OR A840 15 A840 06 A840 11 07 A840 08 A840 12 A840 SIGNAGE (WHERE OCCURS - REF. ELEVATIONS) DOOR ACCENT PAINT ON WALL IN LIEU OF VERTICAL BLADE ELEMENT - PAINT COLOR TO MATCH ACRYLIC COLOR HORIZONTAL BLADE ELEMENT AL I G N AL I G N EXISTING MILLWORK STEM WALL TO REMAIN EXISTING FLOOR NEW BASE PER SCHED. NEW LAMINATE PER ELEV. NEW SOLID SURFACE COUNTER PER PLAN 1/8" CONDITIONS PER EXIST'G.2 1/8" 1 1 / 2 " T. O . C O U N T E R MA X . 3 4 " T O DEMO EXIST'G. BASE, TYP. demo new ALIGN F.O.COUNTER W/ F.O. SOLID SURFACE BEYOND SOLID SURFACE BEYOND (WHERE OCCURS) DEMO EXIST'G. CONDITIONS AS REQ'D. FOR NEW WORK EXISTING MILLWORK STEM WALL TO REMAIN EXISTING FLOOR NEW BASE PER SCHED. NEW LAMINATE PER ELEV. NEW SOLID SURFACE PER ELEV. 1/8" CONDITIONS PER EXIST'G.2 1/8" 11 " T. O . C O U N T E R MA X . 4 0 " T O DEMO EXIST'G. BASE, TYP. demo DEMO EXIST'G. CONDITIONS AS REQ'D. FOR NEW WORK new ADJUSTABLE FOOT, TYP. BASE PER SCHED., TYP. SOLID SURFACE PER ELEV., TYP. ba 40 " 1" 5" 32 1 / 2 " ( R E M O V A B L E P A N E L ) 1 1 / 2 " 1 1 / 2 " 25 3 / 4 " ( R E M O V A B L E P A N E L ) 5" 1" 33 1 / 4 " ( 3 4 " M A X ) 10 " 1" 10"10" LAMINATE PER ELEV., TYP. SOLID SURFACE BEYOND (WHERE OCCURS) ALL INTERIOR OF RACEWAY TO BE FIRE RATED PLYWOOD, TYP. 1/8"1/8"2 1/8"2 1/8" EXISTING FLOOR ACRYLIC AT INSIDE FINISHED END TO BE SENT LOOSE ADD CAULKING WHERE NEEDED, TYP. CONTRACTOR TO PROVIDE BACKING AS REQUIRED, TYP. 2 1 / 2 " ACRYLIC AT END TO BE SENT LOOSE #8 1-1/4" WOOD SCREW, TYP. #8 2" S.M.S. FLATHEAD SCREW, TYP. LOOSE BLOCK, TYP. PER PLAN EXISTING WALL, TYP. ... at corner... at wall ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 1X BLIND CLEAT w/ #8 x 2-1/2" FHSMS @ 24" OC MAX. ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 #8 x 1-1/4" FH WD. SCREW @ 24" OC MAX., TYP. EXST. DOOR & FRAME CONT. CLEAR SEALANT, TYP. BOTH SIDES 2 1/2". 1/2" PLYWD. SUBSTRATE FRAMING, TYP. PROVIDE BACKING AS REQ'D. LINE OF BLADE ABOVE 2 1/2". NOTE 1NOTE 1 :UNATTACHED ACRYLIC PANELS TO BE FIELD INSTALLED TO CONCEAL FASTENERS. ACRYLIC PNL., THIS FACE UNATTACHED SEE NOTE 1SEE NOTE 1 . . SHIM AS REQ'D. CONT. CLEAR SEALANT 1X BLIND CLEAT w/ #8 x 2-1/2" FHSMS @ 24" OC MAX. PREATTACHED ACRYLIC PNL. PER FINISH SCHED. . WALL PANELING PER SCHED. ALUM. Z-CLIP - MONARCH MF375 OR EQ. CONT. ALUM. ANGLE TRIM 1" x 1/4" x 1/16" THK. PTD. BLACK FINISHED EDGE PNL. CLIP WHERE OCCUR 1"1/2" . 1/ 4 " FACE OF WALL ... plan view ... section CONT. ALUM. ANGLE TRIM 1" x 1/4" x 1/16" THK. PTD. BLACK FINISHED EDGE 1/ 2 " 1" WALL PANELING PER SCHED. 1/4" FACE OF WALL OUTLET BOX EXTENDER WALL PANELING PER SCHED. AND ELEVATION ALUM. Z-CLIP - MONARCH MF250 OR EQ. POWER / DATA RECEPTACLE AS IT MAY OCCUR ELEC. OUTLET BOX WALL BACKING AS REQ'D. PER SCHED. COVER PLATE EXST. WALL 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 5 0 P M 01/23/2026 Checker Author CAP030945 A840 TYPICAL INTERIOR DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 3" = 1'-0"11 vertical blade element @ sill 3" = 1'-0"06 typical blade corner detail 1/2" = 1'-0"02 typical blade axon 3" = 1'-0"12 horizontal blade element 3/8" = 1'-0"01 typical blade plan and elevation 1/2" = 1'-0"03 typical blade axon with painted vertical 1 1/2" = 1'-0"16 anchor desk - transaction counter remodel detail 1 1/2" = 1'-0"17 anchor desk - solid surface remodel detail 1 1/2" = 1'-0"18 anchor desk - new construction detail 6" = 1'-0"08 typical blade vertical detail anchored to ceiling 3" = 1'-0"07 vertical blade element 6" = 1'-0"19 wall panel edge 6" = 1'-0"20 receptacle thru wall panel No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-202709-2027 22" 4 3/4"12 3/4"4 1/2" 16 3 / 8 " 8"6"8" 4 1 / 2 " (2 9 " M I N . A D A C L R . ) 29 " (3 4 " M A X . ) 33 1 / 2 " SOLID SURFACE PER PLANS REQ'D. ADA CLEARANCE ACCESS PANEL - REF. ELEV. FOR LAMINATE TYPE LAVATORY PER PLANS CONTRACTOR TO PROVIDE BACKING AS REQ'D., TYP. FAUCET PER PLANS SOLID SURFACE BACKSPLASH 2 1 / 2 " 9" M I N . 27 " M I N . 22" 10"6"6" 4 1 / 2 " 1/ 8 " 22 7 / 8 " 6" HINGED ACCESS PANEL - REF. ELEV. FOR LAMINATE TYPE CONTRACTOR TO PROVIDE BACKING AS REQ'D., TYP. (3 4 " M A X . ) 33 1 / 2 " TRASH CAN 20 5/8"7/8" POPLAR RUNNERS TO SECURE FALSE PANEL FALSE PANEL - MATCH ACCESS PANEL LAMINATE SOLID SURFACE PER PLANS TRASH OPN'G. IN S.S. SOLID SURFACE BACKSPLASH 2 1 / 2 " TILE BASE PER PLAN THINSET OVER TCNA APPROVED SUBSTRATE, TYP. (WHERE OCCURS) WALL / FLOOR TRANSITION FTR-3A EXISTING WALL, TYP. @ new tile flooring @ existing/RT flooring WALL / FLOOR TRANSITION FTR-3 WALL TILE PER PLAN THINSET OVER TCNA APPROVED SUBSTRATE EL E V . ( W H E R E O C C U R S ) TI L E B A S E H E I G H T P E R EL E V . ( W H E R E O C C U R S ) TI L E B A S E H E I G H T P E R WALL TILE PER PLAN, TYP. EXISTING WALL, TYP. SEALANT, TYP. @ outside tile corner @ outside corner @ tile end/device EXISTING ELEVATOR CALL BUTTON, HALL LANTERN, OR OTHER DEVICE TO REMAIN (WHERE OCCURS) WALL TRANSITION WTR-3, TYP. STAIR NOSING FTR-5 TYPICAL AT ALL INTERMEDIATE STAIR FLIGHT TREADS. STAIR NOSING FTR-5A TYPICAL AT ALL STAIR FLIGHT UPPER APPROACH AND LOWER TREADS. REF. CBC 11B-504.4.1 CONTRASTING STRIPE TREAD FINISH PER PLANS EXISTING STAIR SUBSTRATE RISER FINISH TO MATCH STAIR TEADS EXISTING FLOOR TRANSITION PROFILE FTR-2 @ uneven surface FLOOR FINISH PER PLAN FLOOR FINISH PER PLAN @ even surface EXISTING FLOOR TRANSITION PROFILE FTR-1 FLOOR FINISH PER PLAN FLOOR FINISH PER PLAN TILE BASE PER PLAN THINSET OVER TCNA APPROVED SUBSTRATE, TYP. WALL / FLOOR TRANSITION FTR-3A EXISTING WALL, TYP. WALL TRANSITION WTR-3, TYP. SEALANT, TYP. PE R E L E V . @ new tile flooring PE R E L E V . @ existing/RT flooring WALL / FLOOR TRANSITION FTR-3 TILE BASE PER PLAN THINSET OVER TCNA APPROVED SUBSTRATE, TYP. EXISTING WALL, TYP. WALL TRANSITION WTR-3, TYP. SEALANT, TYP. PE R E L E V . PE R E L E V . @ new tile flooring @ existing/RT flooring EXISTING WALL FRAMING EXISTING GYP. BOARD 1/4" CEMENT BACKER BOARD INSTALLED OVER EXISTING GYP. BOARD BOND COAT TILE PER FINISH SCHEDULE REF. TCNA W244C-22 FOR ADDITIONAL INFORMATION EXISTING ACCESS PANEL - REMOVE AND REINSTALL OVER NEW TILE FINISH. PAINT ACCESS PANEL PER PLAN NEW TILE FINISH PER FINISH SCHEDULE REF. 09/A841 FOR ADDITIONAL INFORMATION EX I S T I N G W A L L W I D T H EXISTING WALL 3 1/2" LEG, TYP. HEM ENDS, TYP. STAINLESS STEEL END CAP - MATCH CG-5 FINISH. REF. ELEVATIONS FOR END CAP HEIGHT ADHESIVE SET TO EXISTING WALL SCHEDULED FINISH FLOOR EXTEND TO PARTITION SOLID SURFACE COUNTER PER ELEVATION 1/ 2 " 1 1 / 2 " V. I . F . AL I G N S O L I D S U R F A C E W I T H T O P O F E X I S T I N G S I L L SS-3 EXISTING WINDOW EXISTING STRUCTURE FLUSH OVERLAY CABINET DOOR FRONT WITH PLASTIC LAMINATE OVER MDF SUBSTRATE FT01 CABINET DRAWER EDGE PULL ALIGN CASEWORK BASE PER ELEV. 6" 1' - 9 1 / 2 " 1/ 4 " 4" PER LUMINAIRE SCHEDULE PE R L U M I N A I R E S C H E D U L E OPEN AREA FOR MC CABLE ENTRY PE R 14 / T 1 5 4 NWC FILL EQ EQ TYP. 6" LAP NOTE #4 #4 A.D. BEYOND (2 MIN, NOTE # 1) (LAP 2'-6" WHEN REQ'D) TYP (E) SLABTYP 5" EMB ROUGHEN SURFACE TYP (E) SAND BASE IF PRESENT PATCH (E) VAPOR RETARDER w/ MIN 6 MIL VAPOR RETARDER (LAP & SEAL ALL EDGES) NOTE #2 UNDERGROUND UTILITY, SEE ELECTRICAL & PLUMBING DWGS NOTES: #1. REPLACE w/ THK TO MATCH (E) S.O.G. (4" MIN) w/ #4 @ 18"oc MAX EW AT CTR OF SLAB o/ 1" SAND o/ 6 MIL VAPOR RETARDER o/ COMPACTED SUBBASE. #2. MECHANICALLY COMPACT BACKFILL & DISTURBED SOIL TO A MINIMUM OF 90% RELATIVE COMPACTION PER ASTM D1557. #3. ⅜"Φ PEA GRAVEL MAY BE SUBSTITUTED FOR AGGREGATE. #4. 2'-6" LAP, WHERE LAP LENGTH IS NOT POSSIBLE DUE TO SPACE RESTRICTIONS PROVIDE A STANDARD HOOK (TAIL MAY BE ORIENTED HORIZ). 2" (E) STAIR SUBSTRATE RESILIENT TILE STAIR TREAD AND RISER (RT-10) INTEGRAL CONTRASTING WARNING STRIPE PER TREAD AND RISER MFR. TARKETT JOHNSONITE RUBBER STRINGER; SIZE 10"X6"; GAUGE .080"; COLOR TO MATCH RB-1 (E) WALL BEYOND TARKETT TRANSITION STRIP, PROFILE SLT-55- C, 55 SILVER GREY, 0.080" TO 1/4" BETWEEN RESILIENT FLOORING AND CARPET FLOOR FINISH PER PLAN EXISTING FLOOR FLOOR FINISH PER PLAN FTR-4 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 5 1 P M 01/23/2026 Checker Author CAP030945 A841 TYPICAL INTERIOR DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1 1/2" = 1'-0"07 typical vanity casework detail @ lav 1 1/2" = 1'-0"08 typical vanity casework detail @ trash 12" = 1'-0"03 typical tiled wall base detail 12" = 1'-0"04 typical wall tile transitions detail 12" = 1'-0"06 tile stair nosing detail 12" = 1'-0"05 typical floor transition detail 12" = 1'-0"02 typical tile cove base detail 12" = 1'-0"01 typical tile base detail 6" = 1'-0"09 typical tile installation detail @ existing wall 6" = 1'-0"10 typical existing access panel detail @ tile wall 6" = 1'-0"11 typical end cap detail No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 7 PRFI - 1 11/03/2025 1 1/2" = 1'-0"12 casework detail @ existing window 1 1/2" = 1'-0"16 new lighted mirror detail 1 1/2" = 1'-0"17 typical floor repair 6" = 1'-0"13 resilient stair nosing detail 12" = 1'-0"15 floor transiton detial@ resilient floor to carpet 09-2027 A850 08G A850 A850A850 08B 08F 08E08D 08C 08A RT-51 RT-51 (TRANSACTION) 36" (TRANSACTION) 36" SS-3WS-01.n WS-02.n LBLBLBLB 13' - 10" 13 ' - 1 0 " 36 " M I N . 13' - 10" 32 " M I N . GRAIN 7" 4" SS-3 PL-1RB-1 40 " 29 " GRAIN PL-1RB-1 SS-3 34 " M A X . 40 " PL-1 RB-1SS-3 GRAIN 7" 4" 29 " 40 " ______ A841 12 PL-1 MB-1SS-3 GRAIN 40 " SS-3PL-1MB-1 GRAIN GRAIN typ. 1232 02 18 A840 ______18 A840 ______ 11 " 34 " M A X . 29 " 40 " PL-1 MB-1 SS-3 7" 4" GRAIN 29 " A850 A850 13A 13D 13C WS-03 RT-51 72" (TRANSACTIONAL) 36" SS-3 40" 34" 5' - 1 0 " GRAIN SS-3 PL-1 MB-1 11 " 29 " 40 " MA X . 34 " 5" 27 " 2" 18 A840 ______18 A840 ______ GRAIN MB-1PL-1 SS-3 3' - 4 " GRAIN 40 " 34 " M A X . RB-1PL-1 SS-3 GRAIN PL-1 SS-3 40 " 34 " M A X . RB-1 A850 A850 18A 18B (T R A N S A C T I O N A L ) 3' - 0 " (T R A N S A C T I O N A L ) 3' - 0 " 88 " V . I . F . WS-05.n WS-04.n SS-334" 40" OPEN TO BEYOND RB-1 PT-1SS-3 MA X . 34 " OPEN TO BEYOND 17 A840 ______16 A840 ______ RB-1 MB-1 DWP-1 PL-1 SS-3 MA X . 34 " 29 " 11 " 40 " SIT TO STAND INDICATION INDICATION OF SIT TO STAND SIZE WS-XX NO CASH DRAWER TO BE ATTACHED WS-XX.e EXISTING CASH DRAWER TO BE ATTACHED TO NEW SIT TO STAND DESK WS-XX.n NEW CASH DRAWER TO BE ATTACHED TO NEW SIT TO STAND DESK INDICATION OF CASH DRAWER ATTACHMENT WS - XX . x EQ EQ EQ EQ PL-1RB-1SS-3 WI N D O W S I L L , V . I . F . AL I G N W I T H T O P O F E X I S T I N G 12 A841 ______ LB ALIGN ALIGN 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 5 : 5 4 P M 01/23/2026 Checker Author CAP030945 A850 CASEWORK DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"10 1301 reception desk enlarged plan 09 1300 reception desk axon 08 1301 reception desk elevations 3/8" = 1'-0" 08E 08F 08D08C 08A 08B 1/4" = 1'-0"15 1501 - enlarged reception plan 14 1501 reception desk axon 13A 13B 13C 13D 13 1501 reception desk elevations 3/8" = 1'-0" 1/4" = 1'-0"20 2217A RECEP enlarged plan 19 2217A reception desk axon 18B18A 18 2217A reception desk elevations 3/8" = 1'-0" No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 c a s e w o r k s c h e d u l e key manufacturer description finish LB VERNON DOUBLE DOOR CABINET /DRAWER CABINET: LB-3620-24-4B PL-1: ARBORITE, ESSENTIAL NORDIC WOOD W481 CW RT-51 VERNON RT-51: MW1800R ROLLING TOWER PL-1: ARBORITE, ESSENTIAL NORDIC WOOD W481 CW WS-01.n VERNON SIT-TO-STAND CORNER TABLE - 50" W RIGHT X 66"W LEFT, 24" D RIGHT, 18"D LEFT SURFACE: PL-2: ARBORITE, ELEGANT WHITE S550 CA; LEG FINISH: SILVER WS-02.n VERNON SIT-TO-STAND CORNER TABLE - 66" W RIGHT X 50"W LEFT, 18" D RIGHT, 24"D LEFT SURFACE: PL-2: ARBORITE, ELEGANT WHITE, S550 CA; LEG FINISH: SILVER WS-03 VERNON SIT-TO-STAND RECTANGULAR TABLE, 18"D X 60"W SURFACE: PL-2: ARBORITE, ELEGANT WHITE S550 CA; LEG FINISH: SILVER WS-04<varies>VERNON SIT-TO-STAND CORNER TABLE - 66" W RIGHT X 50"W LEFT, 18" D RIGHT, 24"D LEFT SURFACE: PL-2: ARBORITE, ELEGANT WHITE, S550 CA; LEG FINISH: SILVER WS-05.n VERNON SIT-TO-STAND CORNER TABLE - 66" W RIGHT X 50"W LEFT, 24" D RIGHT, 18"D LEFT SURFACE: PL-2: ARBORITE, ELEGANT WHITE, S550 CA; LEG FINISH: SILVER 08G 09-2027 p r o j e c t d e s c r i p t i o n 1. 2. 3. 4. 5. 6. TENANT IMPROVEMENT OF SINGLE ACCOMMODATION RESTROOMS, CIRCULATION SPACES AS WELL AS DEPARTMENTAL RECEPTION AND WAITING AREAS BOTH FLOORS OF THIS 2 -STORY MEDICAL OFFICE BUILDING. THE WORK INCLUDES:. SELECTIVE DEMOLITION OF NON-BEARING PARTITIONS, FLOOR TILE, WALL TILE, PLUMBING FIXTURES, LIGHT FIXTURES, TOILET PARTITIONS AND LAMINATED WALL PANELS. PATCHING OF EXISTING PARTITIONS, CEILINGS, FL00R TILE, WALL TILE, NEW PLUMBING FIXTURES, AND NEW ADA COMPLIANT LAVATORY AND TOILET ACCESSORIES PLUMBING SCOPE TO INCLUDE REPLACEMENT OF EXISTING WATER CLOSETS, URINALS, AND LAVS. EXISTING PLUMBING FIXTURE COUNTS HAVE BEEN MAINTAINED. NO CHANGE IN USE TO THE EXISTING BUILDING. THIS BUILDING IS NOT AN OSHPD-3 BUILDING. v i c i n i t y m a p SITE PARKING E 4TH ST CA B R I L L O P A R K D R N G O L D E N C I R D R SITE p r o j e c t d a t a PROJECT ADDRESS: CONSTRUCTION TYPE: NUMBER OF STORIES: OCCUPANCY: BUILDING AREA: ASSESSOR'S PARCEL NUMBER: LEGAL DESCRIPTION: FIRE HAZARD SEVERITY ZONE: 1900 EAST 4TH STREET SANTA ANA, CA 92710 TYPE IIIB, FULLY SPRINKLERED 2 GROUP B - OFFICE BUILDING TOTAL AREA: 71,544 SF REFERENCE A001 AND A002 PERMIT COSMETIC ONLY NO WORK FLOOR TOTAL FIRST FLOOR 1,269 SF 7,124 SF 26,898 SF 35,291 SF SECOND FLOOR 370 SF 5,301 SF 30,582 SF 36,253 SF _____________________________________________________________________________________ TOTALS 1,639 SF 12,425 SF 57,480 SF 71,544SF PERMIT = TOTAL AREA OF T.I. SUBMITTED FOR PERMIT, REQUIRING DEMOLITION, NEW CONSTRUCTION, ELECTRICAL AND/OR PLUMBING WORK COSMETIC ONLY = TOTAL AREA OF T.I. FOR COSMETIC FINISHES ONLY NO WORK = TOTAL AREA NOT IN SCOPE (NO WORK) FLOOR TOTAL = TOTAL SQUARE FOOTAGE ON EACH FLOOR 400-031-22 P BK 98 P6 33 PAR 1 NONE d e f e r r e d a p p r o v a l s 1.NO PROPOSED DEFERRED APPROVALS a d d i t i v e a l t e r n a t e s PROVIDE PRICING FOR THE FOLLOWING ADDITIVE ALTERNATE SCOPE ITEMS AS REFERENCED ON THE DRAWINGS ADDITIVE ALTERNATE #1: NOT USED ADDITIVE ALTERNATE #2: DEMOLITION AND REMOVAL OF EXISTING WALL SCONCE LIGHT FIXTURES PROVISION AND INSTALLATION OF NEW WALL SCONCE LIGHT FIXTURES ADDITIVE ALTERNATE #3: DEMOLITION AND REMOVAL OF EXISTING WOOD PANEL AT WALLS AND SOFFITS. PREPARATION AND REPAIR OF EXISTING SUBSTRATE TO RECEIVE NEW FINISH. REMOVAL, REPAIR AND REINSTALLATION OF EXISTING DECORATIVE WOOD TRIM. PROVISION ON NEW PAINT FINISH ON DECORATIVE WOOD TRIM 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 12" = 1'-0" 1/ 2 6 / 2 0 2 6 1 0 : 1 4 : 0 2 A M 01/22/2026 Checker Author CAP030945 T001 TITLE SHEET Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 EXTERIOR SIGNAGE - SANTA ANA i n d e x TITLE T001 TITLE SHEET T002 TYPICAL PROJECT NOTES, ABBREVIATIONS, SYMBOLS & LEGEND T100 CALGREEN - NONRESIDENTIAL MANDATORY MEASURES T101 CALGREEN - NONRESIDENTIAL MANDATORY MEASURES T150 ACCESSIBILITY NOTES T151 ACCESSIBILITY NOTES T152 ACCESSIBILITY NOTES T153 ACCESSIBILITY NOTES T154 ACCESSIBILITY DETAILS T201 1ST FLOOR EGRESS PLAN T300 SITE ACCESSIBILITY PLAN ARCHITECTURAL A001 1ST AND 2ND FLOOR INDEX PLAN A111 1ST FLOOR - AREA A1 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A112 1ST FLOOR - AREA B1 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A113 1ST FLOOR - AREA C1 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A114 1ST FLOOR - AREA D1 - ENLARGED DEMO PLAN , NEW FLOOR PLAN AND FINISH PLAN A115 2ND FLOOR - AREA A2 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A116 2ND FLOOR - AREA B2 - ENLARGED PLAN DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A117 2ND FLOOR - AREA C2 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A118 2ND FLOOR - AREA D2 - ENLARGED DEMO PLAN, NEW FLOOR PLAN AND FINISH PLAN A119 ENLARGED STAIR TILE & BASE LAYOUT - ST01 & ST02 A121 1ST FLOOR - ENLARGED PLANS - RESTROOMS 1154 AND 1155 A122 1ST FLOOR - ELEVATIONS - RESTROOMS 1154 AND 1155 A123 1ST FLOOR - PLANS AND ELEVATIONS - RESTROOM 1518 A124 1ST FLOOR - PLANS AND ELEVATIONS - RESTROOM 1622 A125 1ST FLOOR - ENLARGED PLANS AND ELEVATIONS - RESTROOM 1713 A126 2ND FLOOR - ENLARGED PLANS - RESTROOMS 2015 AND 2016 A127 2ND FLOOR - ELEVATIONS - RESTROOMS 2015 - 2016 RESTROOMS A128 2ND FLOOR - ENLARGED PLANS AND ELEVATIONS - RESTROOMS 2636 A161 1ST FLOOR - AREA A1 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS A162 1ST FLOOR - AREA B1 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS A163 1ST FLOOR - AREA C1 - ENLARGED DEMO AND NEW RELFECTED CEILING PLANS A164 1ST FLOOR - AREA D1 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS A165 2ND FLOOR - AREA A2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLAN A166 2ND FLOOR - AREA B2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS A167 2ND FLOOR - AREA C2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS A168 2ND FLOOR - AREA D2 - ENLARGED DEMO AND NEW REFLECTED CEILING PLANS A700 FINISH SCHEDULE A722 1ST FLOOR - AREA B1 - ENLARGED DEMO & NEW FURNITURE PLAN A723 1ST FLOOR - AREA C1 - ENLARGED DEMO & NEW FURNITURE PLAN A724 1ST FLOOR - AREA D1 - ENLARGED DEMO & NEW FURNITURE PLAN A725 2ND FLOOR - AREA A2 - ENLARGED DEMO & NEW FURNITURE PLAN A726 2ND FLOOR - AREA B2 - ENLARGED DEMO & NEW FURNITURE PLAN A727 2ND FLOOR - AREA C2 - ENLARGED DEMO & NEW FURNITURE PLAN A728 2ND FLOOR - AREA D2 - ENLARGED DEMO & NEW FURNITURE PLAN A740 INTERIOR ELEVATIONS A741 INTERIOR ELEVATIONS A742 INTERIOR ELEVATIONS A743 INTERIOR ELEVATIONS A744 INTERIOR ELEVATIONS A745 INTERIOR ELEVATIONS A746 INTERIOR ELEVATIONS A747 INTERIOR ELEVATIONS A748 INTERIOR ELEVATIONS A749 INTERIOR ELEVATIONS A800 PARTITION DETAILS A801 TYPICAL PARTITION DETAILS A802 TYPICAL PARTITION DETAILS A820 TYPICAL CEILING DETAILS A821 TYPICAL CEILING DETAILS A840 TYPICAL INTERIOR DETAILS A841 TYPICAL INTERIOR DETAILS A850 CASEWORK DETAILS o w n e r / p e r m i t t e e : KAISER PERMANENTE 74 NORTH PASADENA AVENUE, 8TH FLOOR PASADENA, CA 91103 WORK: (626)372-4258 AGNES C. HERRERA (Agnes.C.Herrera@kp.org) - - - a r c h i t e c t : HGW ARCHITECTURE 1955 BACON STREET SAN DIEGO, CA 92107 WORK: 619.523.8485 RANDY HANNA (randy@hgwarchitecture.com) ERIC WENDLANDT (eric@hgwarchitecture.com) d i r e c t o r y f i r e d e p t . n o t e s ALL REQUIRED PERMITS MUST BE OBTAINED FROM FIRE PLAN CHECK BEFORE THE BUILDING IS OCCUPIED. STANDPIPE SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF CBC SEC. 905 PLANS FOR AUTOMATIC FIRE SPRINKLER SYSTEMS & CLASS I STANDPIPES MUST BE SUBMITTED AND APPROVED BY FIRE PLAN CHECK BEFORE THIS EQUIPMENT IS INSTALLED. VALVES CONTROLLING THE WATER SUPPLY FOR AUTOMATIC SPRINKLER SYSTEMS, PUMPS, TANKS, WATER LEVELS AND TEMPERATURES, CRITICAL AIR PRESSURES AND WATERFLOW SWITCHES ON ALL SPRINKLER SYSTEMS SHALL BE ELECTRICALLY SUPERVISED BY A LISTED FIRE ALARM CONTROL UNIT. (CBC SEC. 903.4) AN APPROVED AUDIBLE SPRINKLER FLOW ALARM SHALL BE PROVIDED ON THE EXTERIOR OF THE BUILDING IN AN APPROVED LOCATION PER (CBC SEC. 903.4.2). AN APPROVED AUDIBLE SPRINKLER FLOW ALARM TO ALERT THE OCCUPANTS SHALL BE INSTALLED IN THE INTERIORS IN A NORMALLY OCCUPIED LOCATION PER (CBC SEC. 904.3.4) PROVIDE TEMPORARY OR PERMANENT WATER SUPPLY FOR FIRE PROTECTION AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE, AS REQUIRED AND APPROVED BY CORRESPONDANT FIRE DEPARTMENT FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, SHALL BE INSTALLED AND MADE SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. (CFC 501.4) BUILDINGS UNDERGOING CONSTRUCTION ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC CHAPTER 33; CBC CHAPTER 33. ADDRESSES SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME RETARDANT CONDITION. (CODE REGS. TIT. 19, SEC. 3.08, 3.21, CFC 807) AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE FOR EACH 6,000 S.F. OR PORTION THEREOF ON EACH FLOOR. (CFC 1002, UFC STANDARD 10-1, CAL. CODE REGS, TIT. 19, SEC. 3.29) AT LEAST ONE FIRE EXTINGUISHER WITH A MINIMUM RATING OF 2-A-10B:C SHALL BE PROVIDED WITHIN 75 FEET MAXIMUM TRAVEL DISTANCE PER CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1, SECTION 568, TABLE 2. (CFC 906.3) COMPLETE PLANS AND SPECIFICATIONS FOR ALL FIRE ALARM SYSTEMS, FIRE EXTINGUISHING SYSTEMS, INCLUDING AUTOMATIC SPRINKLERS AND WET DRY STANDPIPES, HALON SYSTEMS AND OTHER SPECIAL TYPES OF AUTOMATIC FIRE EXTINGUISHING SYSTEMS, BASEMENT PIPE INLETS AND OTHER FIRE PROTECTION SYSTEMS AND APPURTENANCES THERETO SHALL BE SUBMITTED TO FIRE AND SAFETY FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. (CFC 901.2) FIRE EXTINGUISHING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH CBC SEC. 906 AND COMPLY WITH STANDARDS 9-1 AND 9-2. INSTALLATION OF FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH CFC SEC. 907 WITH NOT LESS THAN ONE STANDPIPE FOR USE DURING CONSTRUCTION INSTALLED IN ACCORDANCE WITH CBC SEC. 3314 COMPLETE SITE SAFETY PLANS AND SPECIFICATIONS AT THE PROJECT SITE APPLICABLE THROUGHOUT ALL PHASES OF THE CONSTRUCTION, REPAIR, ALTERATION OR DEMOLITION WORK SHALL BE SUBMITTED TO FIRE AND LIFE SAFETY DEPARTMENT FOR REVIEW AND APPROVAL BUILDING PERMIT IS ISSUE CFC SEC. 3303 FIRE HYDRANT LOCATIONS SHALL COMPLY WITH FIRE AND LIFE SAFETY FPB POLICY F-96-01 FOR ON SITE FIRE HYDRANTS FIRE HYDRANTS SHALL BE IDENTIFIED BY THE INSTALLATION OF REFLECTIVE MARKERS 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. m e p e n g i n e e r : MA ENGINEERS 5160 Carroll Canyon Road San Diego, CA 92121 WORK: (858) 200-0030 ERIC LEFTWICH (eleftwich@ma-engr.com) g o v e r n i n g c o d e s ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF NATIONAL, STATE, AND LOCAL CODES, AND OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING, OR RELATED WORK, SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION. APPLICABLE CODES: 2022 CALIFORNIA BUILDING CODE (CBC) PART 1, PART 2, TITLE 24, CCR 2022 CALIFORNIA PLUMBING CODE PART 5, TITLE 24, CCR 2022 CALIFORNIA MECHANICAL CODE PART 4, TITLE 24, CCR 2022 CALIFORNIA FIRE CODE PART 9, TITLE 24, CCR 2022 NFPA 13 STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS 2022 BUILDING STANDARDS ADMINISTRATIVE CODE PART 1, TITLE 24, CCR 2022 CALIFORNIA ELECTRICAL CODE PART 3, TITLE 24, CCR 2022 CALIFORNIA ENERGY CODE PART 6, TITLE 24, CCR 2022 CALIFORNIA GREEN BUILDING STANDARDS (CALGreen), PART 11, TITLE 24 CCR 2022 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24, CCR 2022 CALIFORNIA EXISTING BUILDING CODE (CEBC) 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN 1900 EAST 4TH STREET1900 EAST 4TH STREET SANTA ANA, CA 92710SANTA ANA, CA 92710 MECHANICAL M001 MECHANICAL LEGEND AND GENERAL NOTES M002 MECHANICAL SCHEDULES M112 MECHANICAL 1ST FLOOR-AREA B1-ENLARGED DEMO AND NEW FLOOR PLAN M114 MECHANICAL 1ST FLOOR-AREA D1-ENLARGED DEMO PLAN AND NEW FLOOR PLAN M125 MECHANICAL 1ST FLOOR-ENLARGED DEMO AND NEW FLOOR PLANS-RESTROOM 1713 M500 MECHANICAL DETAILS PLUMBING P001 PLUMBING LEGEND AND GENERAL NOTES P002 PLUMBING SCHEDULES P111 PLUMBING 1ST FLOOR-AREA A1-ENLARGED DEMO PLAN P112 PLUMBING 1ST FLOOR-AREA B1-ENLARGED DEMO PLAN P113 PLUMBING 1ST FLOOR-AREA D1-ENLARGED DEMO PLAN P114 PLUMBING 2ND FLOOR-AREA A2-ENLARGED DEMO PLAN P118 PLUMBING 2ND FLOOR-AREA D2-ENLARGED DEMO PLAN P211 PLUMBINGH 1ST FLOOR-AREA A1-ENLARGED NEW WORK PLAN P212 PLUMBING 1ST FLOOR-AREA B1-ENLARGED NEW WORK PLAN P213 PLUMBING 1ST FLOOR-AREA D1-ENLARGED NEW WORK PLAN P214 PLUMBING 2ND FLOOR-AREA A2-ENLARGED NEW WORK PLAN P215 PLUMBING 2ND FLOOR-AREA D2-ENLARGED NEW WORK PLAN ELECTRICAL E000 ELECTRICAL TITLE SHEET E001 LUMINAIRE SCHEDULE E101 1ST FLOOR OVERALL PLAN E102 2ND FLOOR OVERALL PLAN ED202 1ST FLOOR DEMO POWER PLAN - AREA B1 ED301 1ST FLOOR DEMO LIGHTING PLAN - AREA A1 ED302 1ST FLOOR DEMO LIGHTING PLAN - AREA B1 ED303 1ST FLOOR DEMO LIGHTING PLAN - AREA C1 ED304 1ST FLOOR DEMO LIGHTING PLAN - AREA D1 ED305 2ND FLOOR DEMO LIGHTING PLAN - AREA A2 ED307 2ND FLOOR DEMO LIGHTING PLAN - AREA C2 E201 1ST FLOOR POWER PLAN - AREA A1 E202 1ST FLOOR POWER PLAN - AREA B1 E203 1ST FLOOR POWER PLAN - AREA C1 E204 1ST FLOOR POWER PLAN - AREA D1 E205 2ND FLOOR POWER PLAN - AREA A2 E208 2ND FLOOR POWER PLAN - AREA D2 E301 1ST FLOOR LIGHTING PLAN - AREA A1 E302 1ST FLOOR LIGHTING PLAN - AREA B1 E303 1ST FLOOR LIGHTING PLAN - AREA C1 E304 1ST FLOOR LIGHTING PLAN - AREA D1 E305 2ND FLOOR LIGHTING PLAN - AREA A2 E307 2ND FLOOR LIGHTING PLAN - AREA C2 E401 ENLARGED PLANS E501 SINGLE LINE DIAGRAMS E601 PANEL SCHEDULES SIGNAGE & GRAPHICS SG100 INTERIOR SIGNAGE SG101 INTERIOR SIGNAGE SG102 INTERIOR SIGNAGE SG103 INTERIOR SIGNAGE SG111 1ST FLOOR -AREA A1 - SIGNAGE LOCAITON PLAN SG112 1ST FLOOR - AREA B1 - SIGNAGE LOCATION PLAN SG113 1ST FLOOR - AREA C1 - SIGNAGE LOCATION PLAN SG114 1ST FLOOR - AREA D1 - SIGNAGE LOCATION PLAN SG115 2ND FLOOR - AREA A2 - SIGNAGE LOCATION PLAN SG116 2ND FLOOR - AREA B2 - SIGNAGE LOCATION PLAN SG117 2ND FLOOR - AREA C2 - SIGNAGE LOCATION PLAN SG118 2ND FLOOR - AREA D2 -SIGNAGE LOCATION PLAN No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 KAISER PERMANENTE BUILDINGS ON BRAND SANTA ANA PL A N C H E C K R E S U B M I T T A L 09-2027 BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE GYP. BOARD CEILING - PAINTED EXISTING METAL CEILING TO REMAIN BUILDING AREA NOT IN PROJECT SCOPE EXISTING GYP. BOARD CEILING - PAINT PT-1 U.N.O. ACRYLIC BLADE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE NEW ACOUSTIC CEILING TILES WITHIN EXISTING CEILING GRID NEW GYP. BOARD CEILING - PAINT PT-1 U.N.O. BUILDING AREA NOT IN PROJECT SCOPE BUILDING AREA NOT IN PROJECT SCOPE EXISTING ACOUSTIC CEILING TILES TO REMAIN IN PLACE EXISTING GYP. BOARD CEILING EXISTING METAL CEILING TO REMAIN EXISTING P.LAM PANEL FINISH TO BE REMOVED, PATCH & REPAIR, GYP. BD SUBSTRATE AS REQ. TO RECIEVE NEW FINISH f l o o r p l a n n o t e s 1. 2. 3. 4. DIMENSIONS ARE TO FACE OF FINISHED WALL SURFACE, U.N.O. ALL WALL-MOUNTED EQUIPMENT TO HAVE BACKING, U.N.O. REFERENCE TYPICAL BACKING DETAILS 16 & 17/A801. PROVIDE CEMENTITIOUS BACKER BOARD (MANUFACTURER: HARDIEBACKER OR DENS ARMOUR PLUS INTERIOR PANELS) AT WALL TILE LOCATIONS. SUBSTRATE VARIANCE TO BE 1/8” OR LESS IN 10’-0”. COMPLY WITH TCNA’S “HANDBOOK FOR CERAMIN, GLASS, AND STONE TILE INSTALLATION” FOR TCNA INSTALLATION METHODS SPECIFIED IN FINISH SCHEDULE. COMPLY WITH PARTS OF THE ANSI A 108 SERIES “SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE” THAT ARE REFERENCED IN TCNA INSTALLATION METHODS, SPECIFIED IN FINISH SCHEDULE, AND APPLY TO TYPES OF SETTING AND GROUTING MATERIALS USED. r e f l e c t e d c e i l i n g p l a n n o t e s 1. 2. 3. 4. 5. 6. 7. DIMENSIONS ARE TO FACE OF FINISHED WALL SURFACE, U.N.O. PROVIDE BACKING AS REQUIRED FOR NEW LIGHT FIXTURES. PAINT ALL GYP. BOARD CEILINGS AND SOFFITS PT-1, U.N.O. REFER TO FINISH PLANS AND FINISH SCHEDULE FOR FURTHER CLARIFICATIONS AND INFORMATION. CLEAN, PREP AND PAINT EXISTING PAINTED SHEET METAL MECHANICAL DEVICES (GRILLES, REGISTERS, AND DIFFUSERS) AT ALL EXISTING LAY-IN CEILING GRID SYSTEMS TO RECIEVE NEW ACOUSTICAL TILE AND EXISTING GYP. BD. CEILINGS SCHEDULED TO BE PAINT - COLOR TO BE PT-1 (SEMI-GLOSS FINISH). CLEAN EXISTING ANODIZED ALUMINUM OR STAINLESS STEEL MECHANICAL DEVICES (GRILLES, REGISTERS, AND DIFFUSER) – NO PAINT. ALL EXISTING CEILING-MOUNTED DEVICES (SPRINKLERS, SPEAKERS, EXIT SIGNS, ALARM BELLS/STROBES, SENSORS, DATA DEVICES, ETC.) TO REMAIN, U.N.O. 8.CLEAN PREP AND PAINT ALL EXISTING CEILING GRID SYSTEMS WHERE ACOUSTICAL TILES ARE BEING REPLACED - COLOR TO BE PT-1F (FLAT FINISH). f i n i s h p l a n n o t e s 1. 2. 3. 4. 5. 6. 1. 2. 3. 4. 5. 1. 2. 3. 4. 5. 1. 2. 3. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL FINISHES FOR ARCHITECT’S APPROVAL PRIOR TO ORDERING MATERIALS AND COMMENCEMENT OF WORK. REFER TO ELEVATIONS, DETAILS, FINISH PLANS, AND FINISH SCHEDULE FOR FURTHER CLARIFICATION AND INFORMATION. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED IN CBC SECTION 803. ADHESIVES, SEALANTS AND CAULKS, PAINTS AND COATINGS, AND AEROSOL PAINTS AND COATINGS SHALL MEET OR EXCEED THE STANDARDS OUTLINED IN CALGREEN SECTIONS 5.504.4.1, 5.504.4.2, 5.504.4.3 RESPECTIVELY. VERIFICATION OF COMPLIANCE WITH THESE SECTIONS MUST BE PROVIDED AT THE TIME OF INSPECTION. PER CBC 803.13, ALL FINISHES SHALL BE MINIMUM CLASS ‘C’ RATED IN ROOMS AND ENCLOSED SPACES. PROVIDE SCHLUTER METAL CORNER AND TOP TRIM AT WALLS TO RECEIVE NEW TILE FINISH. REFER TO FINISH SCHEDULE FOR FURTHER INFORMATION. F L O O R I N G N O T E SF L O O R I N G N O T E S WHERE DOORS OCCUR, FLOORING MATERIAL TRANSITION SHALL BE CENTERED UNDERNEATH DOORS, U.N.O. CONTINUE ALL FLOORING MATERIALS BENEATH SINKS AND MILLWORK. PATCH ALL AREAS WHERE THE FLOOR IN NOT LEVEL OR IS CRACKED PRIOR TO NEW FLOORING INSTALLATION. PREPARE EXISTING SURFACE AS REQUIRED TO PROVIDE SMOOTH AND LEVEL TRANSITION BETWEEN FINISH FLOOR SURFACES. REFERENCE FINISH PLANS FOR CLARIFICATION ON TILE START POINTS AND ALIGNMENT. P A I N T / W A L L C O V E R I N G N O T E S P A I N T / W A L L C O V E R I N G N O T E S SURFACES TO RECEIVE PAINT SHALL BE PROPERLY SEALED, SANDED, ETC. PRIOR TO APPLICATION. PAINT SHALL BE APPLIED AS RECOMMENDED BY THE MANUFACTURER FOR GIVEN SPACE. PARTITIONS TO BE PAINTED SHALL RECEIVE ONE COAT OF PRIMER PLUS A MINIMUM OF TWO COATS OF PAINT TO COMPLETELY COVER. ALL WALLS TO BE PAINTED PT-1, U.N.O. REFER TO FINISH SCHEDULE AND PLANS FOR ACCENT PAINT COLORS AND LOCATIONS. ALL HOLLOW METAL DOOR AND WINDOW FRAMES TO BE FPT-1, U.N.O. ANY ALUMINUM STOREFRONT FRAMING TO REMAIN AS IS. CONTRACTOR TO PROVIDE LEVEL 5 GYPSUM BOARD WALL FINISH WHERE WALLCOVERINGS OR WALL GRAPHICS ARE TO BE APPLIED. REFER TO FINISH PLANS AND ELEVATIONS FOR LOCATIONS. M I L L W O R K N O T E S M I L L W O R K N O T E S BEFORE MANUFACTURING, THE MILLWORK CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND SUBMIT SHOP DRAWINGS (FOR ALL MILLWORK) TO THE ARCHITECT FOR APPROVAL. REFER TO INTERIOR ELEVATIONS FOR MILLWORK FINISHES. COORDINATE MILLWORK WITH SPECIFIC PLUMBING FIXTURES WHERE APPLICABLE. i n t e r i o r e l e v a t i o n s n o t e s 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL WALL-MOUNTED EQUIPMENT AND ACCESSORIES TO HAVE BACKING, U.N.O. REFERENCE TYPICAL BACKING DETAILS 16 & 17/A801. PROVIDE BOX EXTENSION AT ALL POWER AND DATA OUTLET LOCATIONS WHERE WALL PANELING IS BEING INSTALLED - REFERENCE DETAIL 20/A841 REFERENCE TOILET ACCESSORIES SCHEDULE ON FLOOR PLANS FOR ADDITIONAL INFORMATION. REFERENCE T150 FOR TYPICAL ADA MOUNTING HEIGHTS. REFER TO FINISH PLANS AND FINISH SCHEDULE FOR FURTHER CLARIFICATION AND INFORMATION. COMPLY WITH TCNA’S “HANDBOOK FOR CERAMIN, GLASS, AND STONE TILE INSTALLATION” FOR TCNA INSTALLATION METHODS SPECIFIED IN FINISH SCHEDULE. COMPLY WITH PARTS OF THE ANSI A 108 SERIES “SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE” THAT ARE REFERENCED IN TCNA INSTALLATION METHODS, SPECIFIED IN FINISH SCHEDULE, AND APPLY TO TYPES OF SETTING AND GROUTING MATERIALS USED. REFERENCE SHEET A841 FOR REQUIRED FLOOR AND WALL TILE, END CAP, EDGE AND TRANSITION TRIM DETAILS REMOVE ALL SIGNAGE AND POSTINGS, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. REFERENCE DEMOLITION GENERAL NOTES FOR FURTHER INFORMATION AND CLARIFICATION OF ITEMS TO BE REMOVED. d e m o l i t i o n n o t e s 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. DEMOLITION NOTES BELOW ARE APPLICABLE ONLY TO THAT SCOPE DEFINED WITHIN THE LIMIT OF WORK, U.N.O. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT OF ANY DISCREPANCIES BETWEEN EXISTING-TO-REMAIN ACTUAL CONDITIONS AND PLANS PRIOR TO DEMOLITION OF THAT PORTION OF THE BUILDING. ALL DEMOLITION WORK SHALL AT ALL TIMES BE UNDER THE IMMEDIATE SUPERVISION OF A PERSON WITH THE PROPER EXPERIENCE, TRAINING, AND AUTHORITY. CONTRACTOR TO NOTIFY OWNER AND ARCHITECT OF ANY DRY ROT, MOLD, WATER DAMAGE, TERMITES, OR OTHER FRAMING AND/OR STRUCTURAL DAMAGE TO EXISTING BUILDING. ALL REMOVED BUILDING MATERIALS AND FIXTURES MAY BE SALVAGED AT THE OWNER’S DISCRETION. VERIFY WITH OWNER PRIOR TO DEMOLITION WHAT IS TO BE REMOVED WITH CARE, SALVAGED, AND STORED AT A LOCATION DESCRIBED BY OWNER. REMOVE AND HAUL OFF SITE ALL MATERIALS TO BE DISPOSED OF. DEMOLITION CONTRACTOR TO REDIRECT/CONNECT ANY ACTIVE EXISTING UTILITY, DRAINAGE, AND SPRINKLER LINES WHICH ARE DISTURBED BY DEMOLITION. CAP ALL ABANDONDED LINES. ALL RESTROOM ACCESSORIES TO BE REMOVED, U.N.O. CONFIRM ACCESSORIES TO BE SALVAGED FOR REUSE WITH OWNER. REFERENCE FINISH PLANS FOR NEW FINISHES. PREP EXISTING WALLS/FLOORS AS REQUIRED TO RECEIVE NEW FINISHES. REFERENCE FINISH SCHEDULE FOR FURTHER CLARIFICATION AND INFORMATION. WHERE FLOORING IS TO BE REMOVED/REPLACED, THE EXISTING SURFACE SHALL BE MODIFIED AS REQUIRED TO PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT FINISH FLOOR SURFACES. PATCH AND REPAIR WALLS/FLOORS WHERE ITEMS ARE REMOVED. REMOVE, SALVAGE, AND STORE ALL ARTWORK AT A LOCATION DESCRIBED BY THE OWNER. PATCH AND REPAIR WALLS AS REQUIRED. REMOVE, SALVAGE, AND STORE ALL FURNITURE INDICATED TO BE REMOVED AT A LOCATION DESCRIBED BY THE OWNER. REMOVE, SALVAGE, AND STORE ALL PLANTERS INDICATED TO BE REMOVED AT A LOCATION DESCRIBED BY THE OWNER. REMOVE, SALVAGE, AND STORE ALL BULLETIN BOARDS, BULLETIN BOARD CABINETS, WHITEBOARDS, AND DISPLAY CABINETS AT A LOCATION DESCRIBED BY THE OWNER, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. REMOVE, SALVAGE, AND STORE ALL FILE HOLDERS, POSTINGS HOLDERS, PAMPHLET HOLDERS, AND MAGAZINE RACKS AT A LOCATION DESCRIBED BY THE OWNER, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. REMOVE, SALVAGE, AND STORE ALL WALL-MOUNTED HAND SANITIZERS AT A LOCATION DESCRIBED BY THE OWNER, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. REMOVE ALL SIGNAGE AND POSTINGS, INCLUDING QUEUING STICKERS ON THE FLOOR, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. REMOVE ALL WALL CLOCKS, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. EXISTING WALL-MOUNTED SECURITY MIRRORS TO REMAIN, U.N.O. EXISTING WALL BASE TO REMAIN, U.N.O. EXISTING CORNER GUARDS TO REMAIN, U.N.O. REMOVE ALL WALL PROTECTION, U.N.O. PATCH AND REPAIR WALLS AS REQUIRED. REMOVE ALL BRACKETS/WALL MOUNTS WHERE EXISTING TVS ARE INDICATED TO BE REMOVED - PATCH AND REPAIR WALLS AS REQUIRED. EXISTING POWER/DATA RECEPTACLES TO REMAIN, U.N.O. EXISTING SWITCHING DEVICES, POWER RECEPTACLES, DATA RECEPTACLES, THERMOSTATS, CARD READERS, FIRE ALARM DEVICES, AND OTHER WALL MOUNTED DEVICES TO REMAIN, U.N.O. REMOVE COVER PLATES/DEVICE FROM WALL SURFACE PRIOR TO PAINTING OR INSTALLATION OF WALLCOVERINGS OR WALL GRAPHICS AND REINSTALL AFTERWARDS. EXISTING WIFI ROUTERS AND OTHER I.T. DEVICES TO REMAIN, U.N.O. ANY DEVICES INDICATED TO BE RELOCATED THAT REQUIRE DATA SHALL BE COORDINATED WITH THE OWNER’S I.T. CONSULTANT. EXISTING FIRE EXTINGUISHER CABINETS, EXTINGUISHERS, AND HOSE CABINETS TO REMAIN, U.N.O. REFERENCE PLUMBING DRAWINGS FOR EXTENT OF PLUMBING DEMOLITION SCOPE. REFERENCE ELECTRICAL DRAWINGS FOR EXTENT OF ELECTRICAL DEMOLITION SCOPE. EXISTING WALLS d e m o l i t i o n p l a n l e g e n d LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING FLOORING TO BE REPLACED f l o o r p l a n l e g e n d EXISTING WALLS LIMIT OF WORK NEW WALLS EXISTING CORNER GUARD TO REMAIN NEW CORNER GUARD PER SCHEDULE (E)CG CG r e s t r o o m l e g e n d ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION - REFERENCE DETAIL 05/A841 XX ACCESSORY TYPE PER SCHEDULE TILE START POINT NAME XXXX 1001 XXXX XXXX ROOM NUMBER WALL FINISH BASE FINISH FLOOR FINISH S.P. A WALL TYPE SYMBOL - REFERENCE SHEET A800 r e f l e c t e d c e i l i n g p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING LIGHT FIXTURE NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING WALLS LIMIT OF WORK EXISTING FIRE DEVICE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FD (E)SC (E)SP (E)WF EXISTING CALL LANTERN(E)CLEXISTING COVER PLATE(E)CP EXISTING FIRE SPRINKLER(E)FS EXISTING OCCUPANCY SENSOR(E)OC NEW OCCUPANCY SENSOR(N)OC NEW FIRE DEVICE(N)FD NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE EXISTING WALLS f i n i s h p l a n l e g e n d LIMIT OF WORK NAME1001 XXXX XXXX XXXX BASE FINISH FLOOR FINISH WALL FINISH ROOM NUMBER ROOM NAME ?XX FINISH MATERIAL - REFERENCE FINISH SCHEDULE FLOORING TRANSITION TILE START POINTS.P. PATTERN/GRAIN DIRECTION s y m b o l s 1 000a 100M 24 ______01 A200 A740 01A ? W408a 01 ASI 0 2 3 01 DOOR SYMBOL WINDOW TYPE FINISH SYMBOL CASEWORK SYMBOL BUILDING ELEVATION INTERIOR ELEVATION(S) KEYNOTE (SHEET SPECIFIC) KEYNOTE (PROJECT-WIDE)0330 01 REVISION WALL TYPE ROOM NAME ROOM NUMBER 1 01 A300 ______01 A300 ______ ______ A500 01 01 A300 ______ BUILDING SECTIONS WALL SECTIONS DETAIL CUTS GRID LINES ELEVATION 01 drawing title 1/8" = 1'-0"DRAWING TITLE 1ST FLR. +0'-0" DETAIL CALLOUT A ?CPT-01 Aa ALIGN office A000B 10000 SF r e f l e c t e d c e i l i n g d e m o p l a n l e g e n d EXISTING MECHANICAL SUPPY EXISTING MECHANICAL RETURN EXISTING WALLS LIMIT OF WORK WALLS / ITEMS TO BE DEMOLISHED EXISTING ACOUSTIC CEILING TILES TO BE REPLACED - CEILING GRID TO REMAIN IN PLACE, U.N.O EXISTING LIGHT FIXTURE TO BE REPLACED EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE EXISTING SECURITY CAMERA EXISTING SPEAKER EXISTING WI-FI DEVICE (E)FS (E)SC (E)SP (E)WF EXISTING CALL LANTERN (E)CP EXISTING FIRE SPRINKLER EXISTING COVER PLATE (E)CL(E)FD EXISTING FIRE DEVICE (E)OC EXISTING OCCUPANCY SENSOR (D)OC DEMO (E) OCCUPANCY SENSOR DEMO (E) LIGHT FIXTURE (D)FD DEMO (E) FIRE DEVICE EXISTING LIGHT FIXTURE TO BE REPLACED - REF. ADDITIVE ALTERNATES NEW LIGHT FIXTURE EXISTING LIGHT FIXTURE TO REMAIN EXISTING LIGHT FIXTURE TO BE REPLACED 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 0 P M 01/23/2026 Checker Author CAP030945 T002 TYPICAL PROJECT NOTES, ABBREVIATIONS, SYMBOLS & LEGEND Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA ANCHOR BOLT ASPHALTIC CONCRETE OR AIR CONDITIONING ACOUSTIC ACCESS DOOR ADDENDUM ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM ALTERNATIVE ANODIZED ARCHITECTURAL ASPHALT AT BOARD BETWEEN BOTTOM OF FOOTING BUILDING BLOCKING BEAM BOUNDARY NAIL BEARING BASEMENT BUILT UP CABINET CENTERLINE CERAMIC CONTROL JOINT CEILING CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS COORDINATE CORRIDOR COUNTERSINK CENTER CHANNEL PENNY (NAIL) DOUBLE DETAIL DIAMETER DIAGONAL DIAPHRAGM DRINKING FOUNTAIN OR DOUGLAS FIR DIMENSION DEAD LOAD DOWN DOWNSPOUT DRAWING DOWELS DRAWER EAST EACH EXPANSION BOLT EXPANSION JOINT ELEVATOR ELEVATION ELECTRIC(AL) EDGE NAIL ENCLOSURE EQUAL EACH WAY EXTERIOR EXISTING FLAT BAR FLOOR DRAIN FINISH FLOOR FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET A.B. A.C. ACOUS. A.D. ADD. ADJ. A.F.F. AL., ALUM. ALT. ANOD. ARCH. ASPH. @ BD., BO. BET. B.F. BLDG. BLKG. BM. B.N. BRG. BSMT. B.U. CAB. CL CER. C.J. CLG. CMU COL. CONC. CONSTR. CONT. COOR'D. CORR. CSK. CTR. C d DBL. DET. DIA., DIAG. DIAPH. D.F. DIM. D.L. DN. D.S. DWG. DWLS. DWR. E. EA. E.B. E.J. EL. ELEV. ELEC. E.N. ENC. EQ. E.W. EXT. EXST. F.B. F.D. F.F. FDN. F.E. F.E.C. FINISH FLOOR ELEVATION FINISH FLOOR FLUORESCENT FIELD NAIL FACE OF (ITEM) FACE OF BRICK FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPROOFING FOOT OR FEET FLOOR SINK FIELD VERIFY GAUGE GALVANIZED GALVANIZED IRON GLASS GLUE LAMINATED BEAM GYPSUM BOARD HOSE BIBB HOLLOW CORE HEADER HARDWARE HANGER HOLLOW METAL HORIZONTAL HEIGHT HEATING, VENTILATING & AIR CONDITIONING HOT WATER INSIDE DIAMETER INCH INCLUDED INVERT ELEVATION INSULATION INTERIOR JANITOR JOIST JOINT KITCHEN LAMINATED LAG BOLTS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LOW POINT LIGHT WEIGHT CONCRETE MASONRY MATERIAL MAXIMUM MECHANICAL MEMBRANE METAL MANUFACTURER MINIMUM MISCELLANEOUS NORTH NOT IN CONTRACT NUMBER NOT TO SCALE NON-COMBUSTIBLE NON-RATED OVER ON CENTER OUTSIDE DIAMETER OVERFLOW OR OUTSIDE FACE OPPOSITE HAND F.F.E. FIN. FLR. FLUOR. F.N. F.O. F.O.B. F.O.C. F.O.F. F.O.M. F.O.S. F.P. FT. F.S. F.V. GA. GALV. G.I. GL. GLB. GYP. BD. H.B. H.C. HDR. HDWR. HGR. H.M. HORIZ. HT. H.V.A.C. H.W. I.D. IN. INCL. I.E. INSUL. INT. JAN. JST. JT. KIT. LAM. L.G. L.L. LLH LLV LONGIT. L.P. L.W.C. MAS. MAT'L. MAX. MECH. MEMB. MET., MTL. MFR. MIN. MISC. N. N.I.C. NO. N.T.S. NC NR O/ O.C. O.D. O.F. O.H. OPENING OPPOSITE OVERHEAD PROPERTY LINE PLYWOOD POUNDS PER SQ. FOOT POUNDS PER SQ. INCH PRESSURE TREATED PAINTED POST TENSIONED SLAB PERIMETER PERPENDICULAR PLASTER PLASTIC RISE ROOF DRAIN REFERENCE REINFORCING RESILIENT RETAIN(ING) REQUIRE(D) REQUIREMENTS ROOM ROUGH OPENING RADIUS POINT SOUTH SOLID CORE SCHEDULE SHEET SQUARE FEET SIMILAR STAND PIPE SPACING SPECIFICATION SQUARE STAINLESS STEEL STAGGERED STANDARD STIFFENED STRUCTURAL STEEL TREAD TOP OF CURB OR TOP OF CONCRETE TONGUE AND GROOVE THRESHOLD TOOLED JOINT TOENAIL TOP OF (ITEM) TOP OF FOOTING TOP OF SLAB TOP OF WALL TRANSVERSE TYPICAL UNLESS NOTED OTHERWISE UNIFORM BUILDING CODE VAPOR BARRIER VENTILATION VERTICAL WEST WITH WOOD WATER HEATER WITHOUT WATERPROOF(ING) WEAKENED PLANE JOINT WATER RESISTANT WEIGHT WELDED WIRE FABRIC YARD OPG. OPP. OHD. PL PWD. P.S.F. P.S.I. P.T. PTD. P.T.S. PERIM. , PERP. PLAS. PLAST. R. R.D. REF. REINF. RESIL. RET. REQ.('D) REQMTS. RM. R.O. R.P. S. S.C. SCHED. SHT. S.F. SIM. S.P. SP'G. SPEC. SQ. S.S. STAGG. STD. STIFF. STR. OR STRUCT. ST. T. T.C. T & G THR. T.J. T.N. T.O. T.O.F. T.O.S. T.O.W. TRANS. TYP. U.N.O. U.B.C. V.B. VENT. VERT. W. W/ WD. W.H. W/O WP. W.P.J. W.R. WT. W.W.F. YD. a b b r e v i a t i o n s No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 1 P M 01/23/2026 Checker Author CAP030945 T100 CALGREEN - NONRESIDENTIAL MANDATORY MEASURES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA TABLE H-2TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤5.0 ozf)1.00 Product Class 2 (> 5.0 ozf and ≤8.0 ozf)1.20 Product Class 3 (> 8.0 ozf)1.28 TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N] BUILDING TYPE BUILDING SIZE (SQ. FT.)NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10,000 to 90,000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 400 Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" chapter 3 - green building section 301 general 301.1 scope301.1 scope . Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 nonresidential additions and alterations301.3 nonresidential additions and alterations . The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 nonresidential additions and alterations that cause updates to plumbing fixtures only:301.3.1 nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for compliance. 301.3.2 waste diversion. 301.3.2 waste diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 public schools and community colleges301.4 public schools and community colleges 301.5 health facilities301.5 health facilities section 302 mixed occupancy buildings 302.1 mixerd occupancy buildings.302.1 mixerd occupancy buildings. In mixed occupancy buildings, each portion of a buildingshall comply with the specific green building measures applicable to each specific occupancy. section 303 phased projects 303.1 phased projects.303.1 phased projects. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements.303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. abbreviations definitions:abbreviations definitions: HCD department of housing and community development BSC california building standards commission DSA-SS division of the state architect, structural safety OSHPD office of statewide health planning and development LR low rise HR high rise AA additions and alterations N new 2 0 2 2 c a l g r e e n ( C G B S C ) n o t e s chapter 5 - nonresidential mandatory measures section 5.101 general 5.101.1 scope5.101.1 scope . The provisions of this chapter outline planning, design and development methods that include environmentallyresponsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. section 5.102 definitions 5.102.1 definitions. 5.102.1 definitions. The following terms are defined in Chapter 2 (and are included here for reference) cutoff luminaires.cutoff luminaires. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. low-emitting and fuel efficient vehicles.low-emitting and fuel efficient vehicles. eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D. neighborhood electric vehicle.neighborhood electric vehicle. A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. tenant-occupants. tenant-occupants. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. vanpool vehicle.vanpool vehicle. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Note: Source: Vehicle Code, Division 1, Section 668 zev.zev. Any vehicle certified to zero-emission standards. section 5.106 site development 5.106.1 storm water pollution prevention for projects that distrub less than one acre of land. 5.106.1 storm water pollution prevention for projects that distrub less than one acre of land. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 local ordinance. 5.106.1.1 local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 best management practices (BMPs).5.106.1.2 best management practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of reosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewaterign activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g. Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. 5.106.2 stormwater pollution prevention for projects that distrub one or more acres of land. 5.106.2 stormwater pollution prevention for projects that distrub one or more acres of land. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre- project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. 5.106.4 bicycle parking. 5.106.4 bicycle parking. For buildings within the authority of California Building Standards Commission asspecified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 bicycle parking.5.106.4.1 bicycle parking. Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimym of one two- bike capacity rack. Exception: Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 5.106.4.1.2 long-term bicycle parking.5.106.4.1.2 long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant- occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 1. a. b. c. 2. 1. 2. 3. 4. 5.106.4.1.45.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.55.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.4.2 bicycle parking.5.106.4.2 bicycle parking. For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 student bicycle parking.5.106.4.2.1 student bicycle parking. provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 staff bicycle parking.5.106.4.2.2 staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.5.3 electric vehicle (EV) charging. 5.106.5.3 electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code. exceptions:exceptions: On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: Where there is no local utility power supply Where the local utility is unable to supply adequate power. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section 5.106.5.3.1 EV capable spaces. [N] 5.106.5.3.1 EV capable spaces. [N] ] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Note:Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by an enforcement agency. See vehicle Code Section 22511.2 for further details. TABLE 5.106.5.3.1TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WITH EVSE)^2 0-9 0 0 10-25 2 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20% of total ¹25% of EV capable spaces ¹ 1. 2. Where there is insufficient electrical supply. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2. 1. a. b. c. 1. 2. 3. 4. 5.106.5.3.2 electric vehicle charging stations (EVCS) 5.106.5.3.2 electric vehicle charging stations (EVCS) EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided. One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.3.3 use of automatic load management systems (ALMS). 5.106.5.3.3 use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in seciton 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. 5.106.5.3.4 accessible EVCS. 5.106.5.3.4 accessible EVCS. When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3. Note: Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 5.106.5.4 electric vehicle (EV) charging: medium-duty and heavy-duty. [N] 5.106.5.4 electric vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE. Exceptions:Exceptions: On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: Where there is no local utility power supply. Where the local utility is unable to supply adequate power. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores 5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces. [N] with planned off-street loading spaces. [N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall be installed at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following: The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future installation of EVSE. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table 5.106.5.4.1 Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table 5.106.5.4.1. 1.1. 2.2. 3.3. 4.4. 1. 2. 3. 1. 2. 1.1. 2.2. 1.1. 2.2. 3.3. 4.4. 5.5. 6.6. 7.7. 1.1. 2.2. 3.3. 4.4. 1.1. 2.2. 1. 2. 3. 4. 5. 6. 1.1. 2.2. 3.3. 1. 2. 3. a. b. c. d. e. 4. 5. 1. 2. 3. 4. 5. 6. 7. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). Identifies diversion facilities where construction and demolition waste material colleccted will be taken. Specifies that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 5.408.1.2 waste management company. 5.408.1.2 waste management company. Utilize a waste management company that can provide verifiable documents that the percentage of construction and demolition waste magerial diverted from the landfill complies with this section. Note:Note: The owner or contractor shall make the determination if the constrution and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2Exceptions to Sections 5.408.1.1 and 5.408.1.2 Excavated soil and land-clearing debris. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 waste stream reduction alternative. 5.408.1.3 waste stream reduction alternative. The combined wight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 documentation. 5.408.1.4 documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management paln shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes:Notes: Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List- Folder/CALGreen may be used to assist in documenting compliance with the waste management plan. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 universal waste. [A] 5.408.2 universal waste. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note:Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/ 5.408.3 excavated soil and land clearing debris. 5.408.3 excavated soil and land clearing debris. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, suchmaterial may be stockpiled on site until the storage site is developed. Exception: Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes: Notes: If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) section 5.410 building maintenance and operations 5.410.1 recycling by occupants. 5.410.1 recycling by occupants. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception:Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 additions.5.410.1.1 additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. ExceptionException : Additions within a tenant space resulting in less than a 30% increase in the tenant space area. 5.410.1.2 sample ordinance.5.410.1.2 sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2 commissioning. [N] new buildings 10,000 squre feet and over. 5.410.2 commissioning. [N] new buildings 10,000 squre feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note:Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: Owner’s or Owner representative’s project requirements. Basis of design. Commissioning measures shown in the construciton documents. Commissioning plan. Functional performance testing. Documentation and training. Commissioning report. Exceptions:Exceptions: Unconditioned warehouses of any size. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: Informational Notes: IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.2.1 owner's or owner representative's project requirements (OPR). [N]5.410.2.1 owner's or owner representative's project requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: Environmental and sustainability goals. Building sustainable goals. Indoor environmental quality requirements. Project program, including facility functions and hours of operation, and need for after hours operation. Equipment and systems expectations. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 basis of design (BOD). [N] 5.410.2.2 basis of design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: Renewable energy systems. Landscape irrigation systems. Water reuse system. 5.410.2.3 commissioning plan. [N] 5.410.2.3 commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: General project information. Commissioning goals. Systems to be commissioned. Plans to test systems and components shall include: An explanation of the original design intent. Equipment and systems to be tested, including the extent of tests. Functions to be tested. Conditions under which the test shall be performed. Measurable criteria for acceptable performance. Commissioning team information. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 functional performance testing. [N] 5.410.2.4 functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each compnent, system and system-to-system interface in accordance with the approved plans and specificaiotns. Functional performance testing reports shall contain information addressing each of the bilding compnents tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 documentation and training. [N] 5.410.2.5 documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 systems manual. [N]5.410.2.5.1 systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: Site information, including facility description, history and current requirements. Site contact information. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. Major systems. Site equipment inventory and maintenance notes. A copy of verifications required by the enforcing agency or this code. Other resources and documentation, if applicable. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGSTABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 3 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR MAXIMUM ALLOWABLE GLARE RATING 5(G) MAXIMUM ALLOWABLE GLARE RATING 5 (G)N/A G1 G2 G3 G4 5 (G)N/A G0 G1 G1 G2 5 (G)N/A G0 G0 G1 G1 5 (G)N/A G0 G0 G0 G1 MAXIMUM ALLOWABLE GLARE RATING MAXIMUM ALLOWABLE GLARE RATING MAXIMUM ALLOWABLE GLARE RATING 1. 2. 3. 1. 2. 3. 4. 5. 1. 2. 5.106.8.1 facing- backlight [N]. 5.106.8.1 facing- backlight [N]. Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: corners.Exception: corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 facing-glare. 5.106.8.2 facing-glare. For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: [N]Note: [N] See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B Refer to the California Building Code for requirements for additions and alterations. 5.106.10 grading and paving.5.106.10 grading and paving. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: Swales Water collection and disposal systems. French drains. Water retention gardens. Other water measures which keep surface water away from buildings and aid in groundwater recharge Exception:Exception: Additions and alterations not altering the drainage path. 5.106.12 shade trees. 5.106.12 shade trees. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 surface parking areas. 5.106.12.1 surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 landscape areas.5.106.12.2 landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3 hardscape areas.5.106.12.3 hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: Exceptions: Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. Designated and marked play areas of organized sport activity are not included in the total area calculation. division 5.2 energy efficiency section 5.201 general 5.201.1 scope5.201.1 scope . California Energy Code. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. division 5.3 water efficiency and conservation section 5.301 general 5.301.1 scope5.301.1 scope . The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. section 5.302 definitions 5.302.1 definitions.5.302.1 definitions. The following terms are defined in Chapter 2 (and are included here for reference) evapotranspiration adjustment factor (ETAF) [DSA-SS].evapotranspiration adjustment factor (ETAF) [DSA-SS].An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. footprint area [DSA-SS]. footprint area [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. metering faucet. metering faucet. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. graywater.graywater. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. model water efficient landscape ordinance (MWELO).model water efficient landscape ordinance (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. model water efficient landscape ordinance (MWELO). [HCD]model water efficient landscape ordinance (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. potable water. potable water. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. potable water. [HCD] potable water. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. recycled water. recycled water. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. submeter. [HCD 1] submeter. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) water budget. water budget. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 1.1. 2.2. 1.1. 2.2. 3.3. 4.4. 5.303.4 commercial kitchen equipment. 5.303.4 commercial kitchen equipment. 5.303.4.1 food waste disposers. 5.303.4.1 food waste disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 areas of addition for alteration. 5.303.5 areas of addition for alteration. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 standards for plumbing fixtures and fittings. 5.303.6 standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. section 5.304 outdoor water usesection 5.304 outdoor water use 5.304.1 outdoor potable water use in landscape areas. 5.304.1 outdoor potable water use in landscape areas. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: Notes: The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 outdoor potable water use in landscape areas. 5.304.6 outdoor potable water use in landscape areas. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 newly constructed landscapes.5.304.6.1 newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 rehabilitated landscapes. 5.304.6.2 rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. division 5.4 material conservation and resource efficiency section 5.401 general 5.401.1 scope.5.401.1 scope. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. section 5.402 defiitions 5.402.1 definitions. 5.402.1 definitions. The following terms are defined in Chapter 2 (and are included here for reference) adjust.adjust. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. balance. balance. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. building commissioning. building commissioning. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements.\ organic waste.organic waste. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food test.test. A procedure to determine quantitative performance of a system or equipment section 5.407 water resistance and moisture managementsection 5.407 water resistance and moisture management 5.407.1 weather protection. 5.407.1 weather protection. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 moisture control.5.407.2 moisture control. Employ moisture control measures by the following methods. 5.407.2.1 sprinklers.5.407.2.1 sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 entries and openings.5.407.2.2 entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: An installed awning at least 4 feet in depth. The door is protected by a roof overhang at least 4 feet in depth. The door is recessed at least 4 feet. Other methods which provide equivalent protection. 5.407.2.2.2 flashing. 5.407.2.2.2 flashing. Install flashings integrated with a drainage plane. section 5.408 construction waste reduciton, disposal and recycling 5.408.1 construction waste management. 5.408.1 construction waste management. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 construction waste management plan. 5.408.1.1 construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: nonresidential manditory measures sheet 1 1. 2.2. a. b. c. section 5.303 indoor water use 5.303.1 meters.5.303.1 meters. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 buildings in excess of 50,000 square feet. 5.303.1.1 buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 excess consumption.5.303.1.2 excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.303.3 water conserving plumbing fixtures and fittings. 5.303.3 water conserving plumbing fixtures and fittings. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 water closets. 5.303.3.1 water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank- type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note:Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 urinals.5.303.3.2 urinals. 5.303.3.2.1 wall-mounted urinals.5.303.3.2.1 wall-mounted urinals.The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush 5.303.3.2.2 floor-mounted urinals. 5.303.3.2.2 floor-mounted urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 showerheads. [BSC-CG]5.303.3.3 showerheads. [BSC-CG] 5.303.3.3.1 single showerhead. 5.303.3.3.1 single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 multiple showerheads serving one shower. 5.303.3.3.2 multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 faucets and fountains.5.303.3.4 faucets and fountains. 5.303.3.4.1 nonresidential lavatory faucets. 5.303.3.4.1 nonresidential lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 kitchen faucets. 5.303.3.4.2 kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 wash fountains. 5.303.3.4.3 wash fountains. Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 metering faucets. 5.303.3.4.4 metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 metering faucets for wash fountains. 5.303.3.4.5 metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduciton. 5.303.3.4.6 pre-rinse spray value. 5.303.3.4.6 pre-rinse spray value. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607(d)(7), and shall be equipped with an integral automatic shutoff. for reference only: for reference only: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). 1. 2. 3. 4.4. 1. 2. 3. 4. 5. 5.106.8 light pollution reduciton. [N]. 5.106.8 light pollution reduciton. [N]. Outdoor lighting systems shall be designed and installed to comply with the following: The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N]Exceptions: [N] Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. Emergency lighting. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. Luminaires with less than 6,200 initial luminaire lumens. No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 2 P M 01/23/2026 Checker Author CAP030945 T101 CALGREEN - NONRESIDENTIAL MANDATORY MEASURES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA nonresidential manditory measures - sheet 2 TABLE 5.504.4.1 - ADHESIVE VOC LIMITTABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS 1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TABLE 5.504.4.5 - FORMALDEHYDE LIMITSTABLE 5.504.4.5 - FORMALDEHYDE LIMITS 1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD 2 0.13 1. 2. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGSTABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 1. 2. 3. 4. 1. 2. 3. 1.1. 2.2. 5.410.2.5.2 systems operations training, [N]5.410.2.5.2 systems operations training, [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). Review and demonstration of servicing/preventive maintenance. Review of the information in the Systems Manual. Review of the record drawings on the system/equipment. 5.410.2.6 commissioning report. [N]5.410.2.6 commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 testing and adjusting. New buildings less than 10,000 square feet. 5.410.4 testing and adjusting. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. Note: Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: Renewable energy systems. Landscape irrigation systems. Water reuse systems. 5.410.4.3 procedures.5.410.4.3 procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Council National Standards or as approved by the enforcing agency. 5.410.4.4 reporting. 5.410.4.4 reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 operation and maintenance (O & M) manual. 5.410.4.5 operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 inspections and reports. 5.410.4.5.1 inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. division 5.5 environmental quality section 5.501 general 5.501.1 scope. 5.501.1 scope. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. section 5.502 definitions 5.502.1 definitions. The following terms are defined in Chapter 2 (and are included here for reference) arterial highway.arterial highway. A general term denoting a highway primarily for through traffic usually on a continuous route. a-weighted sound level (dBA). a-weighted sound level (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 btu/hour. 1 btu/hour. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 32 Fahrenheit. community noise equivalent level (CNEL). community noise equivalent level (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. composite wood products. composite wood products. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels,structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). note: note: See CCR, Title 17, Section 93120.1. day-night average sound level (Ldn). day-night average sound level (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). decibel (db) decibel (db) A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. electric vehicle (EV) electric vehicle (EV) An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off- road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. electric vehicle charging station(s) (EVCSj). electric vehicle charging station(s) (EVCSj). One or more spaces intended for charging electric vehicles. electric vehicle supply equipment (EVSE). electric vehicle supply equipment (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. The combined weight of new construciton disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. energy equivalent (noise) level (Leq). energy equivalent (noise) level (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. expressway. expressway. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. freeway. freeway. A divided arterial highway with full control of access and with grade separations at intersections. global warming potential (GWP). global warming potential (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. global warming potential value (GWP VALUE). global warming potential value (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. high-gwp refrigerant. high-gwp refrigerant. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009) long radius elbow. long radius elbow. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. low-gwp refrigerant. low-gwp refrigerant. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). merv. merv. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. maximum incremental reactivity (MIR). maximum incremental reactivity (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g3 O /g ROC). product-weighted mir (PWMIR).product-weighted mir (PWMIR).The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. PSIG. Pounds per square inch, guage. reactive organic compound (ROC).reactive organic compound (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. schrader access values. schrader access values. Access fittings with a valve core installed. short radius elbow. short radius elbow. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. supermarket. supermarket. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. voc. voc. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) note: note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. section 5.503 firepalces 5.503.1 fireplaces. 5.503.1 fireplaces. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 woodstoves. 5.503.1.1 woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. section 5.504 pollutant control 5.504.1 temporary ventilation. 5.504.1 temporary ventilation. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.504.4 finish material pollutant control. 5.504.4 finish material pollutant control. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6 5.504.4.1 Adhesives, sealants and caulks. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.504.4.3 Paints and coatings.5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits applly. The VOC content limit for coatings that do not meet the definitiuos for the speciality coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coatings as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 aerosol paints and coatings. 5.504.4.3.1 aerosol paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) and (d)(2) of California Code of Regulations, Title 17, commencing iwth Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 1.1. 2.2. 3.3. 4.4. 5.5. 6.6. 5.504.4.6 resilient flooring systems.5.504.4.6 resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.6.1 Verification of compliance. 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring 5.504.4.7 thermal insulation. 5.504.4.7 thermal insulation. Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.7.1 verification of compliance. 5.504.4.7.1 verification of compliance. Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits. 5.504.4.8 acoustical ceiling and wall panels. 5.504.4.8 acoustical ceiling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. 5.504.4.8.1 verification of compliance. 5.504.4.8.1 verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. 5.504.5.3 filters. 5.504.5.3 filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Exceptions: Existing mechanical equipment. 5.504.5.3.1 labeling. 5.504.5.3.1 labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 environmental tobacco smoke (ETS) control. 5.504.7 environmental tobacco smoke (ETS) control. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. section 5.505 indoor moisture control 5.505.1 indoor moisture control.5.505.1 indoor moisture control. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. section 5.506 indoor air quality 5.506.1 outside air delivery.5.506.1 outside air delivery. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 carbon dioxide (CO2) monitoring.5.506.2 carbon dioxide (CO2) monitoring. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) 5.506.3 carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. section 5.507 environmental comfort 5.507.4 acoustical control. 5.507.4 acoustical control. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking, structures and utility buildings. Exception: [DSA-SS]: Exception: [DSA-SS]: For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 1.1. 1.1. 2.2. 1.1. 1.1. 2.2. 3.3. 4.4. 5.5. 1.1. 2.2. 3.3. 4.4. 1.1. 2.2. 5.507.4.1 exterior noise transmission prescriptive method. 5.507.4.1 exterior noise transmission prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: Within the 65 CNEL noise contour of an airport. Exception: Exception: Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed- guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1 noise exposure where noise contours are not readily available. 5.507.4.1.1 noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB L - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof- ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 performance method. 5.507.4.2 performance method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof- ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 site features. 5.507.4.2.1 site features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 documentation of compliance. 5.507.4.2.2 documentation of compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. section 5.508 outdoor air quality 5.508.1 ozone depletion and greenhouse gas reducitons. 5.508.1 ozone depletion and greenhouse gas reducitons. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 chlorofluorocarbons (CFCs). 5.508.1.1 chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 halons. 5.508.1.2 halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 supermarket refrigerant leak reduction. 5.508.2 supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception:Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 refrigerant piping. 5.508.2.1 refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be California Code of Regulations, Title 17, commencing accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 rhreaded pipe. 5.508.2.1.1 rhreaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 copper pipe. 5.508.2.1.2 copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 anchorage. 5.508.2.1.2.1 anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 flared tubing connections.5.508.2.1.3 flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 elbows. 5.508.2.1.4 elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 valves. 5.508.2.2 valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 pressure relief valves.5.508.2.2.1 pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 pressure detection. 5.508.2.2.1.1 pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 access valves.5.508.2.2.2 access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 valve caps. 5.508.2.2.2.1 valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 seal caps.5.508.2.2.2.2 seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 chain tethers. 5.508.2.2.2.2.1 chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception:Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 refrigerated service cases. 5.508.2.3 refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 coil coating.5.508.2.3.1 coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 refrigerant receivers. 5.508.2.4 refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device that indicates the level of refrigerant in the receiver. 5.508.2.5 pressure testing. 5.508.2.5 pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 minimum pressure. 5.508.2.5.1 minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 leaks.5.508.2.5.2 leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 allowable pressure change. 5.508.2.5.3 allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 evacuation. 5.508.2.6 evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 first vacuum. 5.508.2.6.1 first vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 second vacuum. 5.508.2.6.2 second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 third vacuum. 5.508.2.6.3 third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. chapter 7 installer & special inspector qualifications 702 qualifications 702.1 installer training. 702.1 installer training. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: State certified apprenticeship programs. Public utility training programs. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. Programs sponsored by manufacturing organizations. Other programs acceptable to the enforcing agency. 702.2 special inspeciton [HCD]. 702.2 special inspeciton [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: Certification by a national or regional green building program or standard publisher. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. Successful completion of a third party apprentice training program in the appropriate trade. Other programs acceptable to the enforcing agency. Notes:Notes: Special inspectors shall be independent entities with no financial interest in the materials or the they are inspecting for compliance with this code. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Notes: Notes: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 verifications 703.1 documentation. 703.1 documentation. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. 2. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMITTABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. SUBSTRATE SPECIFIC APPLICATIONS 1. 2. 1.1. 2.2. 3.3. 4.4. 5. 5.504.4.3.2 verification.5.504.4.3.2 verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: Manufacturer's product specification. Field verification of on-site product containers. 5.504.4.4 carpet systems. 5.504.4.4 carpet systems. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.1 carpet cushion. 5.504.4.4.1 carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material 5.504.4.4.2 carpet adhesive. 5.504.4.4.2 carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 composite wood products. 5.504.4.5 composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 documentation. 5.504.4.5.3 documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: Product certifications and specifications. Chain of custody certifications. Product labeled and invoced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards Other methods acceptable to the enforcing agency. 1. 2. 3. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 3 P M 01/23/2026 Checker Author CAP030945 T150 ACCESSIBILITY NOTES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA a c c e s s i b i l i t y n o t e s 1. 2. 1. 2. 1. 2. 1. 2. 11B-301 General11B-301 General 11B-301.1 Scope - 11B-301.1 Scope - The provisions of Division 3 shall apply where required by Division 2 or where referenced by a requirement in this chapter. 11B-302 Floor or Ground Surfaces11B-302 Floor or Ground Surfaces 11B-302.1 General - 11B-302.1 General - Floor and ground surfaces shall be stable, firm and slip resistant and shall comply with Section 11B-302. Exceptions:Exceptions: Within animal containment areas, floor and ground surfaces shall not be required to be stable, firm and slip resistant. Areas of sport activity shall not be required to comply with Section 11B-302. 11B-302.2 Carpet - 11B-302.2 Carpet - Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, level cut/uncut pile texture. Pile height shall be 1/2 inch (12.7 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge. Carpet edge trim shall comply with Section 11B-303. 11B-302.3 Openings - 11B-302.3 Openings - Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (12.7 mm) diameter except as allowed in Sections 11B-407.4.3, 11B-409.4.3, 11B-410.4, 11B-810.5.3 and 11B-810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. 11B-303 Changes in Level11B-303 Changes in Level 11B-303.1 General - 11B-303.1 General - Where changes in level are permitted in floor or ground surfaces, they shall comply with Section 11B-303. Exceptions:Exceptions: Animal containment areas shall not be required to comply with Section 11B-303. Areas of sport activity shall not be required to comply with Section 11B-303. 11B-303.2 Vertical - 11B-303.2 Vertical - Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical and without edge treatment. 11B-303.3 Beveled - 11B-303.3 Beveled - Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (12.7 mm) high maximum shall be beveled with a slope not steeper than 1:2. 11B-303.4 Ramps - 11B-303.4 Ramps - Changes in level greater than 1/2 inch (12.7 mm) high shall be ramped, and shall comply with Section 11B-405 or 11B-406. 11B-303.5 Warning Curbs - 11B-303.5 Warning Curbs - Abrupt changes in level exceeding 4 inches (102 mm) in a vertical dimension between walks, sidewalks or other pedestrian ways and adjacent surfaces or features shall be identified by warning curbs at least 6 inches (152 mm) in height above the walk or sidewalk surface. Exceptions:Exceptions: A warning curb is not required between a walk or sidewalk and an adjacent street or driveway. A warning curb is not required when a guard or handrail is provided with a guide rail centered 2 inches (51 mm) minimum and 4 inches (102 mm) maximum above the surface of the walk or sidewalk. 11B-304 Turning Space11B-304 Turning Space 11B-304.1 General - 11B-304.1 General - Turning space shall comply with Section 11B-304. 11B-304.2 Floor or Ground Surfaces - 11B-304.2 Floor or Ground Surfaces - Floor or ground surfaces of a turning space shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-304.3 Size - 11B-304.3 Size - Turning space shall comply with Section 11B-304.3.1 or 11B-304.3.2. 11B-304.3.1 Circular Space - 11B-304.3.1 Circular Space - The turning space shall be a space of 60 inches (1524 mm) diameter minimum. The space shall be permitted to include knee and toe clearance complying with Section 11B-306. 11B-304.3.2 T-Shaped Space - 11B-304.3.2 T-Shaped Space - The turning space shall be a T-shaped space within a 60 inch (1524 mm) square minimum with arms and base 36 inches (914 mm) wide minimum. Each arm of the T shall be clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with Section 11B-306 only at the end of either the base or one arm. 11B-304.4 Door Swing11B-304.4 Door Swing - Doors shall be permitted to swing into turning spaces. 11B-305 Clear Floor or Ground Space11B-305 Clear Floor or Ground Space 11B-305.1 General - 11B-305.1 General - Clear floor or ground space shall comply with Section 11B-305. 11B-305.2 Floor or Ground Surfaces - 11B-305.2 Floor or Ground Surfaces - Floor or ground surfaces of a clear floor or ground space shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-305.3 Size - 11B-305.3 Size - The clear floor or ground space shall be 30 inches (762 mm) minimum by 48 inches (1219 mm) minimum. 11B-305.4 Knee and Toe Clearance - 11B-305.4 Knee and Toe Clearance - Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with Section 11B-306. 11B-305.5 Position - 11B-305.5 Position - Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element. 11B-305.6 Approach - 11B-305.6 Approach - One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. Clear floor or ground space may overlap an accessible route, unless specifically prohibited elsewhere in this chapter. 11B-305.7 Maneuvering Clearance - 11B-305.7 Maneuvering Clearance - Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional maneuvering clearance shall be provided in accordance with Sections 11B-305.7.1 and 11B-305.7.2. 11B-305.7.1 Forward Approach - 11B-305.7.1 Forward Approach - Alcoves shall be 36 inches (914 mm) wide minimum where the depth exceeds 24 inches (610 mm). 11B-305.7.2 Parallel Approach - 11B-305.7.2 Parallel Approach - Alcoves shall be 60 inches (1524 mm) wide minimum where the depth exceeds 15 inches (381 mm). 11B-306 Knee and Toe Clearance11B-306 Knee and Toe Clearance 11B-306.1 General - 11B-306.1 General - Where space beneath an element is included as part of clear floor or ground space or turning space, the space shall comply with Section 11B-306. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space. 11B-306.2 Toe Clearance11B-306.2 Toe Clearance 11B-306.2.1 General - 11B-306.2.1 General - Space under an element between the finish floor or ground and 9 inches (229 mm) above the finish floor or ground shall be considered toe clearance and shall comply with Section 11B-306.2. 11B-306.2.2 Maximum Depth - 11B-306.2.2 Maximum Depth - Toe clearance shall extend 25 inches (635 mm) maximum under an element. Exception:Exception: Toe clearance shall extend 19 inches (483 mm) maximum under lavatories required to be accessible by Section 11B-213.3.4. 11B-306.2.3 Minimum Required Depth - 11B-306.2.3 Minimum Required Depth - Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend 17 inches (432 mm) minimum under the element. Exceptions:Exceptions: The toe clearance shall extend 19 inches (483 mm) minimum under sinks required to be accessible by Section 11B-212.3. The toe clearance shall extend 19 inches (483 mm) minimum under built-in dining and work surfaces required to be accessible. 11B-306.2.4 Additional Clearance - 11B-306.2.4 Additional Clearance - Space extending greater than 6 inches (152 mm) beyond the available knee clearance at 9 inches (229 mm) above the finish floor or ground shall not be considered toe clearance. 11B-306.2.5 Width - 11B-306.2.5 Width - Toe clearance shall be 30 inches (762 mm) wide minimum. 11B-306.3 Knee Clearance11B-306.3 Knee Clearance 11B-306.3.1 General - 11B-306.3.1 General - Space under an element between 9 inches (229 mm) and 27 inches (686 mm) above the finish floor or ground shall be considered knee clearance and shall comply with Section 11B-306.3. Exception:Exception: At lavatories required to be accessible by Section 11B-213.3.4, space between 9 inches (229 mm) and 29 inches (737 mm) above the finish floor or ground, shall be considered knee clearance. 11B-306.3.2 Maximum Depth - 11B-306.3.2 Maximum Depth - Knee clearance shall extend 25 inches (635 mm) maximum under an element at 9 inches (229 mm) above the finish floor or ground. 1. 2. 1. 2. 1. 2. 11B-306.3.3 Minimum Required Depth - 11B-306.3.3 Minimum Required Depth - Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (279 mm) deep minimum at 9 inches (229 mm) above the finish floor or ground, and 8 inches (203 mm) deep minimum at 27 inches (686 mm) above the finish floor or ground. Exceptions:Exceptions: At lavatories required to be accessible by Section 11B-213.3.4, the knee clearance shall be 27 inches (686 mm) high minimum above the finish floor or ground at a depth of 8 inches (203 mm) minimum increasing to 29 inches (737 mm) high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory or at the front edge of a wall- mounted lavatory fixture. At dining and work surfaces required to be accessible, knee clearance shall extend 19 inches (483 mm) deep minimum at 27 inches (686 mm) above the finish floor or ground. 11B-306.3.4 Clearance Reduction - 11B-306.3.4 Clearance Reduction - Between 9 inches (229 mm) and 27 inches (686 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each 6 inches (152 mm) in height. Exception:Exception: The knee clearance shall not be reduced at built-in dining and work surfaces required to be accessible by Section 11B-226.1. 11B-306.3.5 Width - 11B-306.3.5 Width - Knee clearance shall be 30 inches (762 mm) wide minimum. 11B-307 Protruding Objects11B-307 Protruding Objects 11B-307.1 General - 11B-307.1 General - Protruding objects shall comply with Section 11B-307. 11B-307.2 Protrusion Limits - 11B-307.2 Protrusion Limits - Objects with leading edges more than 27 inches (686 mm) and not more than 80 inches (2032 mm) above the finish floor or ground shall protrude 4 inches (102 mm) maximum horizontally into the circulation path. Exception:Exception: Handrails shall be permitted to protrude 41/2 inches (114 mm) maximum. 11B-307.3 Post-Mounted Objects - 11B-307.3 Post-Mounted Objects - Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 inches (305 mm) maximum when located 27 inches (686 mm) minimum and 80 inches (2032 mm) maximum above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 27 inches (686 mm) maximum or 80 inches (2032 mm) minimum above the finish floor or ground. Exception:Exception: The sloping portions of handrails serving stairs and ramps shall not be required to comply with Section 11B-307.3. 11B-307.3.1 Edges and Corners - 11B-307.3.1 Edges and Corners - Where signs or other objects are mounted on posts or pylons, and their bottom edges are less than 80 inches (2032 mm) above the floor or ground surface, the edges of such signs and objects shall be rounded or eased and the corners shall have a minimum radius of 1/8 inch (3.2 mm). 11B-307.4 Vertical Clearance - 11B-307.4 Vertical Clearance - Vertical clearance shall be 80 inches (2032 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2032 mm) high. The leading edge of such guardrail or barrier shall be located 27 inches (686 mm) maximum above the finish floor or ground. Exception:Exception: Door closers and door stops shall be permitted to be 78 inches (1981 mm) minimum above the finish floor or ground. 11B-307.4.1 Guy Braces - 11B-307.4.1 Guy Braces - Where a guy support is used within either the width of a circulation path or 24 inches (610 mm) maximum outside of a circulation path, a vertical guy brace, sidewalk guy or similar device shall be used to prevent a hazard or an overhead obstruction. 11B-307.5 Required Clear Width - 11B-307.5 Required Clear Width - Protruding objects shall not reduce the clear width required for accessible routes. 11B-308 Reach Ranges11B-308 Reach Ranges 11B-308.1 General - 11B-308.1 General - Reach ranges shall comply with Section 11B-308. 11B-308.1.1 Electrical Switches - 11B-308.1.1 Electrical Switches - Controls and switches intended to be used by the occupant of a room or area to control lighting and receptacle outlets, appliances or cooling, heating and ventilating equipment, shall comply with Section 11B-308 except the low reach shall be measured to the bottom of the outlet box and the high reach shall be measured to the top of the outlet box. 11B-308.1.2 Electrical Receptacle Outlets - 11B-308.1.2 Electrical Receptacle Outlets - Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall comply with Section 11B-308 except the low reach shall be measured to the bottom of the outlet box and the high reach shall be measured to the top of the outlet box. 11B-308.2 Forward Reach11B-308.2 Forward Reach 11B-308.2.1 Unobstructed - 11B-308.2.1 Unobstructed - Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1219 mm) maximum and the low forward reach shall be 15 inches (381 mm) minimum above the finish floor or ground. 11B-308.2.2 Obstructed High Reach - 11B-308.2.2 Obstructed High Reach - Where a high forward reach is over an obstruction, the clear floor space shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1219 mm) maximum where the reach depth is 20 inches (508 mm) maximum. Where the reach depth exceeds 20 inches (508 mm), the high forward reach shall be 44 inches (1118 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. 11B-308.3 Side Reach11B-308.3 Side Reach 11B-308.3.1 Unobstructed - 11B-308.3.1 Unobstructed - Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1219 mm) maximum and the low side reach shall be 15 inches (381 mm) minimum above the finish floor or ground. Exceptions:Exceptions: An obstruction shall be permitted between the clear floor or ground space and the element where the depth of the obstruction is 10 inches (254 mm) maximum. Operable parts of fuel dispensers shall be permitted to be 54 inches (1372 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs. 11B-308.3.2 Obstructed High Reach - 11B-308.3.2 Obstructed High Reach - Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (864 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1219 mm) maximum for a reach depth of 10 inches (254 mm) maximum. Where the reach depth exceeds 10 inches (254 mm), the high side reach shall be 46 inches (1168 mm) maximum for a reach depth of 24 inches (610 mm) maximum. Exceptions:Exceptions: The top of washing machines and clothes dryers shall be permitted to be 36 inches (914 mm) maximum above the finish floor. Operable parts of fuel dispensers shall be permitted to be 54 inches (1372 mm) maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing curbs. 11B-308.4 Suggested Reach Ranges for Children - 11B-308.4 Suggested Reach Ranges for Children - Where building elements such as coat hooks, lockers or operable parts are designed for use primarily by children, the suggested dimensions of Table 11B-308.4 shall be permitted. These dimensions apply to either forward or side reaches. 11B-309 Operable Parts11B-309 Operable Parts 11B-309.1 General - 11B-309.1 General - Operable parts shall comply with Section 11B-309. 11B-309.2 Clear Floor Space - 11B-309.2 Clear Floor Space - A clear floor or ground space complying with Section 11B-305 shall be provided. 11B-309.3 Height - 11B-309.3 Height - Operable parts shall be placed within one or more of the reach ranges specified in Section 11B-308. 11B-309.4 Operation - 11B-309.4 Operation - Operable parts shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (22.2 N) maximum. Exception:Exception: Gas pump nozzles and electric vehicle connectors shall not be required to provide operable parts that have an activating force of 5 pounds (22.2 N) maximum. Division 3: Building Blocks 1. 2. 3. 4. 5. 1. 2. 1. 2. 1. 2. 1. 2. 11B-403 Walking Surfaces11B-403 Walking Surfaces 11B-403.1 General - 11B-403.1 General - Walking surfaces that are a part of an accessible route shall comply with Section 11B-403. 11B-403.2 Floor or Ground Surface - 11B-403.2 Floor or Ground Surface - Floor or ground surfaces shall comply with Section 11B-302. 11B-403.3 Slope - 11B-403.3 Slope - The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. Exception:Exception: The running slope of sidewalks shall not exceed the general grade established for the adjacent street or highway. 11B-403.4 Changes in Level - 11B-403.4 Changes in Level - Changes in level shall comply with Section 11B-303. 11B-403.5 Clearances - 11B-403.5 Clearances - Walking surfaces shall provide clearances complying with Section 11B-403.5. Exception: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. 11B-403.5.1 Clear Width - 11B-403.5.1 Clear Width - Except as provided in Sections 11B-403.5.2 and 11B-403.5.3, the clear width of walking surfaces shall be 36 inches (914 mm) minimum. Exceptions:Exceptions: The clear width shall be permitted to be reduced to 32 inches (813 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1219 mm) long minimum and 36 inches (914 mm) wide minimum. The clear width for walking surfaces in corridors serving an occupant load of 10 or more shall be 44 inches (1118 mm) minimum. The clear width for sidewalks and walks shall be 48 inches (1219 mm) minimum. When, because of right-of-way restrictions, natural barriers or other existing conditions, the enforcing agency determines that compliance with the 48-inch (1219 mm) clear sidewalk width would create an unreasonable hardship, the clear width may be reduced to 36 inches (914 mm). The clear width for aisles shall be 36 inches (914 mm) minimum if serving elements on only one side, and 44 inches (1118 mm) minimum if serving elements on both sides. The clear width for accessible routes to accessible toilet compartments shall be 44 inches (1118 mm) except for door-opening widths and door swings. 11B-403.5.2 Clear Width at Turn - 11B-403.5.2 Clear Width at Turn - Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1219 mm) wide, clear width shall be 42 inches (1067 mm) minimum approaching the turn, 48 inches (1219 mm) minimum at the turn and 42 inches (1067 mm) minimum leaving the turn. Exception:Exception: Where the clear width at the turn is 60 inches (1524 mm) minimum compliance with Section 11B-403.5.2 shall not be required. 11B-403.5.3 Passing Spaces - 11B-403.5.3 Passing Spaces - An accessible route with a clear width less than 60 inches (1524 mm) shall provide passing spaces at intervals of 200 feet (60,960 mm) maximum. Passing spaces shall be either: a space 60 inches (1524 mm) minimum by 60 inches (1524 mm) minimum; or, an intersection of two walking surfaces providing a T-shaped space complying with Section 11B-304.3.2 where the base and arms of the T-shaped space extend 48 inches (1219 mm) minimum beyond the intersection. 11B-403.6 Handrails - 11B-403.6 Handrails - Where handrails are provided along walking surfaces with running slopes not steeper than 1:20 they shall comply with Section 11B-505. 11B-403.7 Continuous Gradient - 11B-403.7 Continuous Gradient - All walks with continuous gradients shall have resting areas, 60 inches (1524 mm) in length, at intervals of 400 feet (121,920 mm) maximum. The resting area shall be at least as wide as the walk. The slope of the resting area in all directions shall be 1:48 maximum. 11B-404 Doors, Doorways and Gates11B-404 Doors, Doorways and Gates 11B-404.1 General - 11B-404.1 General - Doors, doorways and gates that are part of an accessible route shall comply with Section 11B-404. Exceptions:Exceptions: Doors, doorways and gates designed to be operated only by security personnel shall not be required to comply with Sections 11B-404.2.7, 11B-404.2.8, 11B-404.2.9, 11B-404.3.2 and 11B-404.3.4 through 11B-404.3.7. A sign visible from the approach side complying with Section 11B-703.5 shall be posted stating "Entry restricted and controlled by security personnel". At detention and correctional facilities, doors, doorways and gates designed to be operated only by security personnel shall not be required to comply with Sections 11B-404.2.7, 11B-404.2.8, 11B-404.2.9, 11B-404.3.2 and 11B-404.3.4 through 11B-404.3.7. 11B-404.2 Manual Doors, Doorways and Manual Gates - 11B-404.2 Manual Doors, Doorways and Manual Gates - Manual doors and doorways and manual gates intended for user passage shall comply with Section 11B-404.2. 11B-404.2.1 Revolving Doors, Gates and Turnstiles - 11B-404.2.1 Revolving Doors, Gates and Turnstiles - Revolving doors, revolving gates and turnstiles shall not be part of an accessible route. 11B-404.2.2 Double-Leaf Doors and Gates - 11B-404.2.2 Double-Leaf Doors and Gates - At least one of the active leaves of doorways with two leaves shall comply with Sections 11B-404.2.3 and 11B-404.2.4. 11B-404.2.3 Clear Width - 11B-404.2.3 Clear Width - Door openings shall provide a clear width of 32 inches (813 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches (914 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (864 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (864 mm) and 80 inches (2032 mm) above the finish floor or ground shall not exceed 4 inches (102 mm). Exceptions:Exceptions: In alterations, a projection of 5/8 inch (15.9 mm) maximum into the required clear width shall be permitted for the latch side stop. Door closers and door stops shall be permitted to be 78 inches (1981 mm) minimum above the finish floor or ground. 11B-404.2.4 Maneuvering Clearances - 11B-404.2.4 Maneuvering Clearances - Minimum maneuvering clearances at doors and gates shall comply with Section 11B-404.2.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hinge side clearance. 11B-404.2.4.1 Swinging Doors and Gates - 11B-404.2.4.1 Swinging Doors and Gates - Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. 11B-404.2.4.2 Doorways Without Doors or Gates, Sliding Doors and Folding Doors - 11B-404.2.4.2 Doorways Without Doors or Gates, Sliding Doors and Folding Doors - Doorways less than 36 inches (914 mm) wide without doors or gates, sliding doors or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2. 11B-404.2.4.3 Recessed Doors and Gates - 11B-404.2.4.3 Recessed Doors and Gates - Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches (457 mm) of the latch side at an interior doorway, or within 24 inches (610 mm) of the latch side of an exterior doorway, projects more than 8 inches (203 mm) beyond the face of the door, measured perpendicular to the face of the door or gate. 11B-404.2.4.4 Floor or Ground Surface - 11B-404.2.4.4 Floor or Ground Surface - Floor or ground surface within required maneuvering clearances shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. Exceptions:Exceptions: Reserved. Changes in level at thresholds complying with Section 11B-404.2.5 shall be permitted. 11B-404.2.5 Thresholds - 11B-404.2.5 Thresholds - Thresholds, if provided at doorways, shall be 1/2 inch (12.7 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with Sections 11B-302 and 11B-303. 11B-404.2.6 Doors in Series and Gates in Series - 11B-404.2.6 Doors in Series and Gates in Series - The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1219 mm) minimum plus the width of doors or gates swinging into the space. 11B-404.2.7 Door and Gate Hardware - 11B-404.2.7 Door and Gate Hardware - Handles, pulls, latches, locks and other operable parts on doors and gates shall comply with Section 11B-309.4. Operable parts of such hardware shall be 34 inches (864 mm) minimum and 44 inches (1118 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. Exceptions:Exceptions: Existing locks shall be permitted in any location at existing glazed doors without stiles, existing overhead rolling doors or grilles and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom rail. Access gates in barrier walls and fences protecting pools, spas and hot tubs shall be permitted to have operable parts of the release of latch on self-latching devices at 54 inches (1372 mm) maximum above the finish floor or ground provided the self-latching devices are not also self-locking devices and operated by means of a key, electronic opener or integral combination lock. 11B-404.2.8 Closing Speed - 11B-404.2.8 Closing Speed - Door and gate closing speed shall comply with Section 11B-404.2.8. 11B-404.2.8.1 Door Closers and Gate Closers - 11B-404.2.8.1 Door Closers and Gate Closers - Door closers and gate closers shall be adjusted so that from an open position of 90 degrees, the time required to move the door to a position of 12 degrees from the latch is 5 seconds minimum. 11B-404.2.8.2 Spring Hinges - 11B-404.2.8.2 Spring Hinges - Door and gate spring hinges shall be adjusted so that from the open position of 70 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 1. 2. 3. 4. 1. 2. 3. 4. 5. 6. 7. 8. 1. 2. 3. 1. 2. 3. 11B-404.2.9 Door and Gate Opening Force - 11B-404.2.9 Door and Gate Opening Force - The force for pushing or pulling open a door or gate shall be as follows: Interior hinged doors and gates: 5 pounds (22.2 N) maximum. Sliding or folding doors: 5 pounds (22.2 N) maximum. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds (66.7 N). Exterior hinged doors: 5 pounds (22.2 N) maximum. These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. Exception:Exception: When, at a single location, one of every eight exterior door leafs, or fraction of eight, is a powered door, other exterior doors at the same location, serving the same interior space, may have a maximum opening force of 8.5 pounds (37.8 N). The powered leaf(s) shall be located closest to the accessible route. Powered doors shall comply with Section 11B-404.3. Powered doors shall be fully automatic doors complying with Builders Hardware Manufacturers' Association (BHMA) A156.10 or low energy operated doors complying with BHMA A156.19. Powered doors serving a building or facility with an occupancy of 150 or more shall be provided with a back-up battery or back-up generator. The back-up power source shall be able to cycle the door a minimum of 100 cycles. Powered doors shall be controlled on both the interior and exterior sides of the doors by sensing devices, push plates, vertical actuation bars or other similar operating devices complying with Section 11B-309. At each location where push plates are provided there shall be two push plates; the centerline of one push plate shall be 7 inches (178 mm) minimum and 8 inches (203 mm) maximum above the floor or ground surface and the centerline of the second push plate shall be 30 inches (762 mm) minimum and 44 inches (1118 mm) maximum above the floor or ground surface. Each push plate shall be a minimum of 4 inches (102 mm) diameter or a minimum of 4 inches by 4 inches (102 mm by 102 mm) square and shall display the International Symbol of Accessibility complying with Section 11B-703.7. At each location where vertical actuation bars are provided the operable portion shall be located so the bottom is 5 inches (127 mm) maximum above the floor or ground surface and the top is 35 inches (889 mm) minimum above the floor or ground surface. The operable portion of each vertical actuation bar shall be a minimum of 2 inches (51 mm) wide and shall display the International Symbol of Accessibility complying with Section 11B-703.7. Where push plates, vertical actuation bars or other similar operating devices are provided, they shall be placed in a conspicuous location. A level and clear floor or ground space for forward or parallel approach complying with Section 11B-305 shall be provided, centered on the operating device. Doors shall not swing into the required clear floor or ground space. Signs identifying the accessible entrance required by Section 11B-216.6 shall be placed on, or immediately adjacent to, each powered door. Signs shall be provided in compliance with BHMA A156.10 or BHMA A156.19, as applicable. In addition to the requirements of Item d, where a powered door is provided in buildings or facilities containing assembly occupancies of 300 or more, a sign displaying the International Symbol of Accessibility measuring 6 inches by 6 inches (152 mm by 152 mm), complying with Section 11B-703.7, shall be provided above the door on both the interior and exterior sides of each powered door. 11B-404.2.10 Door and Gate Surfaces - 11B-404.2.10 Door and Gate Surfaces - Swinging door and gate surfaces within 10 inches (254 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate. Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm) of the same plane as the other and be free of sharp or abrasive edges. Cavities created by added kick plates shall be capped. Exceptions:Exceptions: Sliding doors shall not be required to comply with Section 11B-404.2.10. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to meet the 10 inch (254 mm) bottom smooth surface height requirement. Doors and gates that do not extend to within 10 inches (254 mm) of the finish floor or ground shall not be required to comply with Section 11B-404.2.10. 11B-404.2.11 Vision Lights - 11B-404.2.11 Vision Lights - Doors, gates and side lights 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 inches (1092 mm) maximum above the finish floor. Exception:Exception: Glazing panels with the lowest part more than 66 inches (1676 mm) from the finish floor or ground shall not be required to comply with Section 11B-404.2.11. 11B-404.3 Automatic and Power-Assisted Doors and Gates - 11B-404.3 Automatic and Power-Assisted Doors and Gates - Automatic doors and automatic gates shall comply with Section 11B-404.3. Full-powered automatic doors shall comply with ANSI/BHMA A156.10. Low- energy and power-assisted doors shall comply with ANSI/BHMA A156.19. 11B-404.3.1 Clear Width - 11B-404.3.1 Clear Width - Doorways shall provide a clear opening of 32 inches (813 mm) minimum in power-on and power-off mode. The minimum clear width for automatic door systems in a doorway shall provide a clear, unobstructed opening of 32 inches (813 mm) with one leaf positioned at an angle of 90 degrees from its closed position. 11B-404.3.2 Maneuvering Clearance - 11B-404.3.2 Maneuvering Clearance - Clearances at power-assisted doors and gates shall comply with Section 11B-404.2.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with Section 11B-404.2.4. Exception:Exception: Where automatic doors and gates remain open in the power-off condition, compliance with Section 11B-404.2.4 shall not be required. 11B-404.3.3 Thresholds - 11B-404.3.3 Thresholds - Thresholds and changes in level at doorways shall comply with Section 11B-404.2.5. 11B-404.3.4 Doors in Series and Gates in Series - 11B-404.3.4 Doors in Series and Gates in Series - Doors in series and gates in series shall comply with Section 11B-404.2.6. 11B-404.3.5 Controls - 11B-404.3.5 Controls - Manually operated controls shall comply with Section 11B-309. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. 11B-404.3.6 Break Out Opening - 11B-404.3.6 Break Out Opening - Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches (813 mm) minimum when operated in emergency mode. Exception:Exception: Where manual swinging doors and gates comply with Section 11B-404.2 and serve the same means of egress compliance with Section 11B-404.3.6 shall not be required. 11B-404.3.7 Revolving Doors, Revolving Gates and Turnstiles - 11B-404.3.7 Revolving Doors, Revolving Gates and Turnstiles - Revolving doors, revolving gates and turnstiles shall not be part of an accessible route. 11B-405 Ramps11B-405 Ramps 11B-405.1 General - 11B-405.1 General - Ramps on accessible routes shall comply with Section 11B-405. Exception: In assembly areas, aisle ramps adjacent to seating and not serving elements required to be on an accessible route shall not be required to comply with Section 11B-405. 11B-405.2 Slope - 11B-405.2 Slope - Ramp runs shall have a running slope not steeper than 1:12. 11B-405.3 Cross Slope - 11B-405.3 Cross Slope - Cross slope of ramp runs shall not be steeper than 1:48. 11B-405.4 Floor or Ground Surfaces - 11B-405.4 Floor or Ground Surfaces - Floor or ground surfaces of ramp runs shall comply with Section 11B-302. Changes in level other than the running slope and cross slope are not permitted on ramp runs. 11B-405.5 Clear Width - 11B-405.5 Clear Width - The clear width of a ramp run shall be 48 inches (1219 mm) minimum. Exceptions:Exceptions: Within employee work areas, the required clear width of ramps that are a part of common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. Handrails may project into the required clear width of the ramp at each side 31/2 inches (89 mm) maximum at the handrail height. The clear width of ramps in residential uses serving an occupant load of fifty or less shall be 36 inches (914 mm) minimum between handrails. 11B-405.6 Rise - 11B-405.6 Rise - The rise for any ramp run shall be 30 inches (762 mm) maximum. 11B-405.7 Landings - 11B-405.7 Landings - Ramps shall have landings at the top and the bottom of each ramp run. Landings shall comply with Section 11B-405.7. 11B-405.7.1 Slope - 11B-405.7.1 Slope - Landings shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-405.7.2 Width - 11B-405.7.2 Width - The landing clear width shall be at least as wide as the widest ramp run leading to the landing. 11B-405.7.2.1: 11B-405.7.2.1: Top landings shall be 60 inches (1524 mm) wide minimum. 11B-405.7.3 Length - 11B-405.7.3 Length - The landing clear length shall be 60 inches (1524 mm) long minimum. 11B-405.7.3.1: 11B-405.7.3.1: Bottom landings shall extend 72 inches (1829 mm) minimum in the direction of ramp run. 11B-405.7.4 Change in Direction - 11B-405.7.4 Change in Direction - Ramps that change direction between runs at landings shall have a clear landing 60 inches (1525 mm) minimum by 72 inches (1829 mm) minimum in the direction of downward travel from the upper ramp run. 1. 2. 3. 4. 1. 2. 3. 11B-405.7.5 Doorways - 11B-405.7.5 Doorways - Where doorways are located adjacent to a ramp landing, maneuvering clearances required by Sections 11B-404.2.4 and 11B-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 inches (76 mm). Doors, in any position, shall not reduce the minimum dimension of the ramp landing to less than 42 inches (1067 mm). 11B-405.8 Handrails - 11B-405.8 Handrails - Ramp runs shall have handrails complying with Section 11B-505. Exceptions:Exceptions: Reserved. Reserved. Curb ramps do not require handrails. At door landings, handrails are not required on ramp runs less than 6 inches (152 mm) in rise or 72 inches (1829 mm) in length. 11B-405.9 Edge Protection - 11B-405.9 Edge Protection - Edge protection complying with Section 11B-405.9.2 shall be provided on each side of ramp runs and at each side of ramp landings. Exceptions:Exceptions: Edge protection shall not be required on ramps that are not required to have handrails and have sides complying with Section 11B-406.2.2. Edge protection shall not be required on the sides of ramp landings serving an adjoining ramp run or stairway. Edge protection shall not be required on the sides of ramp landings having a vertical drop-off of 1/2 inch (12.7 mm) maximum within 10 inches (254 mm) horizontally of the minimum landing area specified in Section 11B-405.7. 11B-405.9.1 Reserved11B-405.9.1 Reserved 11B-405.9.2 Curb or Barrier - 11B-405.9.2 Curb or Barrier - A curb or barrier shall be provided that prevents the passage of a 4-inch (102 mm) diameter sphere, where any portion of the sphere is within 4 inches (102 mm) of the finish floor or ground surface. To prevent wheel entrapment, the curb or barrier shall provide a continuous and uninterrupted barrier along the length of the ramp. 11B-405.10 Wet Conditions - 11B-405.10 Wet Conditions - Landings subject to wet conditions shall be designed to prevent the accumulation of water. 11B-406 Curb Ramps, Blended Transitions and Islands11B-406 Curb Ramps, Blended Transitions and Islands 11B-406.1 General - 11B-406.1 General - Curb ramps, blended transitions and islands on accessible routes shall comply with Section 11B-406. Curb ramps may be perpendicular, parallel, or a combination of perpendicular and parallel. 11B-406.1.1 Perpendicular Curb Ramps - 11B-406.1.1 Perpendicular Curb Ramps - Perpendicular curb ramps shall comply with Section 11B-406.2. 11B-406.1.2 Parallel Curb Ramps - 11B-406.1.2 Parallel Curb Ramps - Parallel curb ramps shall comply with Section 11B-406.3. 11B-406.1.3 Blended Transitions - 11B-406.1.3 Blended Transitions - Blended transitions shall comply with Section 11B-406.4. 11B-406.1.4 Islands - 11B-406.1.4 Islands - Islands shall comply with Section 11B-406.6. 11B-406.2 Perpendicular Curb Ramps - 11B-406.2 Perpendicular Curb Ramps - Perpendicular curb ramps shall comply with Sections 11B-406.2 and 11B-406.5. 11B-406.2.1 Slope - 11B-406.2.1 Slope - Ramp runs shall have a running slope not steeper than 1:12. 11B-406.2.2 Sides of Curb Ramps - 11B-406.2.2 Sides of Curb Ramps - Where provided, curb ramp flares shall not be steeper than 1:10. 11B-406.3 Parallel Curb Ramps - 11B-406.3 Parallel Curb Ramps - Parallel curb ramps shall comply with Sections 11B-406.3 and 11B-406.5. A parallel curb ramp may be provided with one sloping segment or two opposing sloping segments. 11B-406.3.1 Slope - 11B-406.3.1 Slope - The running slope of the curb ramp segments shall be in-line with the direction of sidewalk travel. Ramp runs shall have a running slope not steeper than 1:12. 11B-406.3.2 Turning Space - 11B-406.3.2 Turning Space - A turning space 48 inches (1219 mm) minimum by 48 inches (1219 mm) minimum shall be provided at the bottom of the curb ramp. The slope of the turning space in all directions shall be 1:48 maximum. 11B-406.4 Blended Transitions - 11B-406.4 Blended Transitions - Blended transitions shall comply with Sections 11B-406.4 and 11B-406.5. 11B-406.4.1 Slope - 11B-406.4.1 Slope - Blended transitions shall have a running slope not steeper than 1:20. 11B-406.5 Common Requirements - 11B-406.5 Common Requirements - Curb ramps and blended transitions shall comply with Section 11B-406.5. 11B-406.5.1 Location - 11B-406.5.1 Location - Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces or parking access aisles. Curb ramps at marked crossings shall be wholly contained within the markings, excluding any flared sides. Exception:Exception: Diagonal curb ramps shall comply with Section 11B-406.5.9. 11B-406.5.2 Width - 11B-406.5.2 Width - The clear width of curb ramp runs (excluding any flared sides), blended transitions, and turning spaces shall be 48 inches (1219 mm) minimum. 11B-406.5.3 Landings - 11B-406.5.3 Landings - Landings shall be provided at the tops of curb ramps and blended transitions. The landing clear length shall be 48 inches (1219 mm) minimum. The landing clear width shall be at least as wide as the curb ramp, excluding any flared sides, or the blended transition leading to the landing. The slope of the landing in all directions shall be 1:48 maximum. Exception:Exception: Parallel curb ramps shall not be required to comply with Section 11B-406.5.3. 11B-406.5.4 Floor or Ground Surfaces - 11B-406.5.4 Floor or Ground Surfaces - Floor or ground surfaces of curb ramps and blended transitions shall comply with Section 11B-405.4. 11B-406.5.5 Wet Conditions - 11B-406.5.5 Wet Conditions - Curb ramps and blended transitions shall comply with Section 11B-405.10. 11B-406.5.6 Grade Breaks - 11B-406.5.6 Grade Breaks - Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and turning spaces. Surface slopes that meet at grade breaks shall be flush. 11B-406.5.7 Cross Slope - 11B-406.5.7 Cross Slope - The cross slope of curb ramps and blended transitions shall be 1:48 maximum. 11B-406.5.8 Counter Slope - 11B-406.5.8 Counter Slope - Counter slopes of adjoining gutters and road surfaces immediately adjacent to and within 24 inches (610 mm) of the curb ramp shall not be steeper than 1:20. The adjacent surfaces at transitions at curb ramps to walks, gutters and streets shall be at the same level. 11B-406.5.9 Clear Space at Diagonal Curb Ramps - 11B-406.5.9 Clear Space at Diagonal Curb Ramps - The bottom of diagonal curb ramps shall have a clear space 48 inches (1219 mm) minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings shall provide the 48 inches (1219 mm) minimum clear space within the markings. 11B-406.5.10 Diagonal Curb Ramps - 11B-406.5.10 Diagonal Curb Ramps - Diagonal or corner type curb ramps are perpendicular or parallel curb ramps that are oriented diagonally at an intersection. Diagonal or corner type curb ramps with returned curbs or other well-defined edges shall have the edges parallel to the direction of pedestrian flow. Diagonal curb ramps with flared sides shall have a segment of curb 24 inches (610 mm) long minimum located on each side of the curb ramp and within the marked crossing. 11B-406.5.11 Reserved11B-406.5.11 Reserved 11B-406.5.12 Detectable Warnings - 11B-406.5.12 Detectable Warnings - Curb ramps and blended transitions shall have detectable warnings complying with Section 11B-705. 11B-406.6 Islands - 11B-406.6 Islands - Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. The clear width of the accessible route at islands shall be 60 inches (1524 mm) wide minimum. Where curb ramps are provided, they shall comply with Section 11B-406. Landings complying with Section 11B-406.5.3 and the accessible route shall be permitted to overlap. Islands shall have detectable warnings complying with Section 11B-705. Division 4: Accessible Routes 11B-401 General11B-401 General 11B-401.1 Scope - 11B-401.1 Scope - The provisions of Division 4 shall apply where required by Division 2 or where referenced by a requirement in this chapter. 11B-402 Accessible Routes11B-402 Accessible Routes 11B-402.1 General - 11B-402.1 General - Accessible routes shall comply with 11B-402. 11B-402.2 Components - 11B-402.2 Components - Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators and platform lifts. All components of an accessible route shall comply with the applicable requirements of Division 4. No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 3 P M 01/23/2026 Checker Author CAP030945 T151 ACCESSIBILITY NOTES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1. 2. 1. 11B- 407 Elevators11B- 407 Elevators 11B-407.1 General - 11B-407.1 General - Elevators shall comply with Section 11B-407 and with ASME A17.1 They shall be passenger elevators as classified by ASME A17.1. Elevator operation shall be automatic. 11B-407.1.1 Combined Passenger and Freight Elevators - 11B-407.1.1 Combined Passenger and Freight Elevators - When the only elevators provided for use by the public and employees are combination passenger and freight elevators, they shall comply with Section 11B-407 and with ASME A17.1. 11B-407.2 Elevator Landing Requirements - 11B-407.2 Elevator Landing Requirements - Elevator landings shall comply with Section 11B-407.2. 11B-407.2.1 Call Controls - 11B-407.2.1 Call Controls - Where elevator call buttons or keypads are provided, they shall comply with Sections 11B-407.2.1 and 11B-309.4. 11B-407.2.1.1 Height - 11B-407.2.1.1 Height - Call buttons and keypads shall be located within one of the reach ranges specified in Section 11B-308, measured to the centerline of the highest operable part. 11B-407.2.1.2 Size and Shape - 11B-407.2.1.2 Size and Shape - Call buttons shall have square shoulders, be 3/4 inch (19.1 mm) minimum in the smallest dimension and shall be raised 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm) above the surrounding surface. The buttons shall be activated by a mechanical motion that is detectable. 11B-407.2.1.3 Clear Floor or Ground Space - 11B-407.2.1.3 Clear Floor or Ground Space - A clear floor or ground space complying with Section 11B-305 shall be provided at call controls. 11B-407.2.1.4 Location - 11B-407.2.1.4 Location - The call button that designates the up direction shall be located above the call button that designates the down direction. 11B-407.2.1.5 Signals - 11B-407.2.1.5 Signals - Call buttons shall have visible signals that will activate when each call is registered and will extinguish when each call is answered. Call buttons shall be internally illuminated with a white light over the entire surface of the button. 11B-407.2.1.6 Keypads - 11B-407.2.1.6 Keypads - Where keypads are provided, keypads shall be in a standard telephone keypad arrangement and shall comply with Section 11B-407.4.7.2. 11B-407.2.2 Hall Signals - 11B-407.2.2 Hall Signals - Hall signals, including in-car signals, shall comply with Section 11B-407.2.2. 11B-407.2.2.1 Visible and Audible Signals - 11B-407.2.2.1 Visible and Audible Signals - A visible and audible signal shall be provided at each hoistway entrance to indicate which car is answering a call and the car's direction of travel. Where in-car signals are provided, they shall be visible from the floor area adjacent to the hall call buttons. 11B-407.2.2.2 Visible Signals - 11B-407.2.2.2 Visible Signals - Visible signal fixtures shall be centered at 72 inches (1829 mm) minimum above the finish floor or ground. The visible signal elements shall be a minimum 21/2 inches (64 mm) high by 21/2 inches (64 mm) wide. Signals shall be visible from the floor area adjacent to the hall call button. 11B-407.2.2.3 Audible Signals - 11B-407.2.2.3 Audible Signals - Audible signals shall sound once for the up direction and twice for the down direction, or shall have verbal annunciators that indicate the direction of elevator car travel. Audible signals shall have a frequency of 1500 Hz maximum. Verbal annunciators shall have a frequency of 300 Hz minimum and 3000 Hz maximum. The audible signal and verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB, measured at the hall call button. 11B-407.2.2.4 - 11B-407.2.2.4 - Reserved 11B-407.2.3 Hoistway Signs - 11B-407.2.3 Hoistway Signs - Signs at elevator hoistways shall comply with Section 11B-407.2.3. 11B-407.2.3.1 Floor Designation - 11B-407.2.3.1 Floor Designation - Floor designations complying with Sections 11B-703.2 and 11B-703.4.1 shall be provided on both jambs of elevator hoistway entrances. Floor designations shall be provided in both raised characters and Braille. Raised characters shall be 2 inches (51 mm) high. A raised star, placed to the left of the floor designation, shall be provided on both jambs at the main entry level. The outside diameter of the star shall be 2 inches (51 mm) and all points shall be of equal length. Raised characters, including the star, shall be white on a black background. Braille complying with Section 11B-703.3 shall be placed below the corresponding raised characters and the star. The Braille translation for the star shall be "MAIN". Applied plates are acceptable if they are permanently fixed to the jamb. 11B-407.2.3.2 - 11B-407.2.3.2 - Reserved 11B-407.3 Elevator Door Requirements - 11B-407.3 Elevator Door Requirements - Hoistway and car doors shall comply with Section 11B-407.3. 11B-407.3.1 Type - 11B-407.3.1 Type - Elevator doors shall be the horizontal sliding type. Car gates shall be prohibited. 11B-407.3.2 Operation - 11B-407.3.2 Operation - Elevator hoistway and car doors shall open and close automatically. Exception:Exception: Existing manually operated hoistway swing doors shall be permitted provided that they comply with Sections 11B-404.2.3 and 11B-404.2.9. Car door closing shall not be initiated until the hoistway door is closed. 11B-407.3.3 Reopening Device - 11B-407.3.3 Reopening Device - Elevator doors shall be provided with a reopening device complying with Section 11B-407.3.3 that shall stop and reopen a car door and hoistway door automatically if the door becomes obstructed by an object or person. Exception:Exception: Existing elevators with manually operated doors shall not be required to comply with Section 11B-407.3.3. 11B-407.3.3.1 Height - 11B-407.3.3.1 Height - The device shall be activated by sensing an obstruction passing through the opening at 5 inches (127 mm) nominal and 29 inches (737 mm) nominal above the finish floor. 11B-407.3.3.2 Contact - 11B-407.3.3.2 Contact - The device shall not require physical contact to be activated, although contact is permitted to occur before the door reverses. 11B-407.3.3.3 Duration - 11B-407.3.3.3 Duration - Door reopening devices shall remain effective for 20 seconds minimum. 11B-407.3.4 Door and Signal Timing - 11B-407.3.4 Door and Signal Timing - The minimum acceptable time from notification that a car is answering a call until the doors of that car start to close shall be calculated from the following equation: T = D/(1.5 ft/s) or T = D/(457 mm/s) = 5 seconds minimum where T equals the total time in seconds and D equals the distance (in feet or millimeters) from the point in the lobby or corridor 60 inches (1524 mm) directly in front of the farthest call button controlling that car to the centerline of its hoistway door. Exceptions:Exceptions: For cars with in-car lanterns, T shall be permitted to begin when the signal is visible from the point 60 inches (1524 mm) directly in front of the farthest hall call button and the audible signal is sounded. Reserved. 11B-407.3.5 Door Delay - 11B-407.3.5 Door Delay - Elevator doors shall remain fully open in response to a car call for 5 seconds minimum. 11B-407.3.6 Width - 11B-407.3.6 Width - The width of elevator doors shall comply with Table 11B-407.4.1. Exception:Exception: In existing elevators, a power-operated car door complying with Section 11B-404.2.3 shall be permitted. 11B-407.4 Elevator Car Requirements - 11B-407.4 Elevator Car Requirements - Elevator cars shall comply with Section 11B-407.4. 11B-407.4.1 Car Dimensions - 11B-407.4.1 Car Dimensions - Inside dimensions of elevator cars and clear width of elevator doors shall comply with Table 11B-407.4.1. Exception:Exception: In existing buildings, where existing shaft configuration prohibits strict compliance with Section 11B-407.4.1, existing elevator car configurations that provide a clear floor area of 18 square feet (1.67 m2) minimum and also provide an inside clear depth 54 inches (1372 mm) minimum and a clear width 48 inches (1219 mm) minimum shall be permitted. 11B-407.4.2 Floor Surfaces - 11B-407.4.2 Floor Surfaces - Floor surfaces in elevator cars shall comply with Sections 11B-302 and 11B-303. 11B-407.4.3 Platform to Hoistway Clearance - 11B-407.4.3 Platform to Hoistway Clearance - The clearance between the car platform sill and the edge of any hoistway landing shall be 11/4 inch (32 mm) maximum. 11B-407.4.4 Leveling - 11B-407.4.4 Leveling - Each car shall be equipped with a self-leveling feature that will automatically bring and maintain the car at floor landings within a tolerance of 1/2 inch (12.7 mm) under rated loading to zero loading conditions. 11B-407.4.5 Illumination - 11B-407.4.5 Illumination - The level of illumination at the car controls, platform, car threshold and car landing sill shall be 5 foot candles (54 lux) minimum. 11B-407.4.6 Elevator Car Controls - 11B-407.4.6 Elevator Car Controls - Where provided, elevator car controls shall comply with Sections 11B-407.4.6 and 11B-309.4. Exception:Exception: In existing elevators, where a new car operating panel complying with Section 11B-407.4.6 is provided, existing car operating panels may remain operational and shall not be required to comply with Section 11B-407.4.6. 11B-407.4.6.1 Location - 11B-407.4.6.1 Location - Controls shall be located within one of the reach ranges specified in Section 11B-308. Exceptions:Exceptions: Where the elevator panel serves more than 16 openings and a parallel approach is provided, buttons with floor designations shall be permitted to be 54 inches (1372 mm) maximum above the finish floor. 2.In existing elevators, car control buttons with floor designations shall be permitted to be located 54 inches (1372 mm) maximum above the finish floor where a parallel approach is provided. 11B-407.4.6.2 Buttons - 11B-407.4.6.2 Buttons - Car control buttons with floor designations shall comply with Section 11B-407.4.6.2. 11B-407.4.6.2.1 Size and Shape - 11B-407.4.6.2.1 Size and Shape - Buttons shall have square shoulders, be 3/4 inch (19.1 mm) minimum in their smallest dimension and be raised 1/8 inch (3.2 mm) plus or minus 1/32 inch (0.8 mm) above the surrounding surface. 11B-407.4.6.2.2 Arrangement - 11B-407.4.6.2.2 Arrangement - Buttons shall be arranged with numbers in ascending order. When two or more columns of buttons are provided they shall read from left to right. 11B-407.4.6.2.3 Illumination - 11B-407.4.6.2.3 Illumination - Car control buttons shall be illuminated. 11B-407.4.6.2.4 Operation - 11B-407.4.6.2.4 Operation - Car control buttons shall be activated by a mechanical motion that is detectable. 11B-407.4.6.3 Keypads - 11B-407.4.6.3 Keypads - Car control keypads shall be in a standard telephone keypad arrangement and shall comply with Section 11B-407.4.7.2. 11B-407.4.6.4 Emergency Controls - 11B-407.4.6.4 Emergency Controls - Emergency controls shall comply with Section 11B-407.4.6.4. 11B-407.4.6.4.1 Height - 11B-407.4.6.4.1 Height - Emergency control buttons shall have their centerlines 35 inches (889 mm) minimum above the finish floor. 11B-407.4.6.4.2 Location - 11B-407.4.6.4.2 Location - Emergency controls, including the emergency alarm, shall be grouped at the bottom of the panel. 11B-407.4.7 Designations and Indicators of Car Controls - 11B-407.4.7 Designations and Indicators of Car Controls - Designations and indicators of car controls shall comply with Section 11B-407.4.7. Exception:Exception: In existing elevators, where a new car operating panel complying with Section 11B-407.4.7 is provided, existing car operating panels may remain operational and shall not be required to comply with Section 11B-407.4.7. 11B-407.4.7.1 Buttons - 11B-407.4.7.1 Buttons - Car control buttons shall comply with Section 11B-407.4.7.1. 11B-407.4.7.1.1 Type - 11B-407.4.7.1.1 Type - Control buttons shall be identified by raised characters or symbols, white on a black background, complying with Section 11B-703.2 and Braille complying with Section 11B-703.3. 11B-407.4.7.1.2 Location - 11B-407.4.7.1.2 Location - Raised characters or symbols and Braille designations shall be placed immediately to the left of the control button to which the designations apply. 11B-407.4.7.1.3 Symbols - 11B-407.4.7.1.3 Symbols - The control button for the emergency stop, alarm, door open, door close, main entry floor and phone, shall be identified with raised symbols and Braille as shown in Table 11B-407.4.7.1.3. 11B-407.4.7.1.4 Visible Indicators - 11B-407.4.7.1.4 Visible Indicators - Buttons with floor designations shall be provided with visible indicators to show that a call has been registered. The visible indication shall extinguish when the car arrives at the designated floor. 11B-407.4.7.1.5 Button Spacing - 11B-407.4.7.1.5 Button Spacing - A minimum clear space of 3/8 inch (9.5 mm) or other suitable means of separation shall be provided between rows of control buttons. 11B-407.4.7.2 Keypads - 11B-407.4.7.2 Keypads - Keypads shall be identified by characters complying with Section 11B-703.5 and shall be centered on the corresponding keypad button. The number five key shall have a single raised dot. The dot shall be 0.118 inch (3 mm) to 0.120 inch (3.05 mm) base diameter and in other aspects comply with Table 11B-703.3.1. 11B-407.4.8 Car Position Indicators - 11B-407.4.8 Car Position Indicators - Audible and visible car position indicators shall be provided in elevator cars. 11B-407.4.8.1 Visible Indicators - 11B-407.4.8.1 Visible Indicators - Visible indicators shall comply with Section 11B-407.4.8.1. 11B-407.4.8.1.1 Size - 11B-407.4.8.1.1 Size - Characters shall be 1/2 inch (12.7 mm) high minimum. 11B-407.4.8.1.2 Location - 11B-407.4.8.1.2 Location - Indicators shall be located above the car control panel or above the door. 11B-407.4.8.1.3 Floor Arrival - 11B-407.4.8.1.3 Floor Arrival - As the car passes a floor and when a car stops at a floor served by the elevator, the corresponding character shall illuminate. 11B-407.4.8.1.4 Reserved11B-407.4.8.1.4 Reserved 11B-407.4.8.2 Audible Indicators - 11B-407.4.8.2 Audible Indicators - Audible indicators shall comply with Section 11B-407.4.8.2. 11B-407.4.8.2.1 Signal Type - 11B-407.4.8.2.1 Signal Type - The signal shall be an automatic verbal annunciator which announces the floor at which the car is about to stop. Exception:Exception: For elevators that have a rated speed of 200 feet per minute (1 m/s) or less, a non- verbal audible signal with a frequency of 1500 Hz maximum which sounds as the car passes or is about to stop at a floor served by the elevator shall be permitted. 11B-407.4.8.2.2 Signal Level - 11B-407.4.8.2.2 Signal Level - The verbal annunciator shall be 10 dB minimum above ambient, but shall not exceed 80 dB, measured at the annunciator. 11B-407.4.8.2.3 Frequency - 11B-407.4.8.2.3 Frequency - The verbal annunciator shall have a frequency of 300 Hz minimum to 3000 Hz maximum. 11B-407.4.9 Emergency Communication - 11B-407.4.9 Emergency Communication - Emergency two-way communication systems shall comply with Section 11B-308. Raised symbols or characters, white on a black background and Braille shall be provided adjacent to the device and shall comply with Sections 11B-703.2 and 11B-703.3. Emergency two-way communication systems between the elevator and a point outside the hoistway shall comply with ASME A17.1. 11B-407.4.10 Support Rail - 11B-407.4.10 Support Rail - Support rails shall be provided on at least one wall of the car. 11B-407.4.10.1 Location - 11B-407.4.10.1 Location - Clearance between support rails and adjacent surfaces shall be 11/2 inches (38 mm) minimum. Top of support rails shall be 31 inches (787 mm) minimum to 33 inches (838 mm) maximum above the floor of the car. The ends of the support rail shall be 6 inches (152 mm) maximum from adjacent walls. 11B-407.4.10.2 Surfaces - 11B-407.4.10.2 Surfaces - Support rails shall be smooth and any surface adjacent to them shall be free of sharp or abrasive elements. 11B-407.4.10.3 Structural Strength - 11B-407.4.10.3 Structural Strength - Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the support rail, fastener, mounting device or supporting structure. Division 4: Accessible Routes Continued 1. 2. 11B-502.3.4 Location - 11B-502.3.4 Location - Access aisles shall not overlap the vehicular way. Access aisles shall be permitted to be placed on either side of the parking space except for van parking spaces which shall have access aisles located on the passenger side of the parking spaces. 11B-502.4 Floor or Ground Surfaces - 11B-502.4 Floor or Ground Surfaces - Parking spaces and access aisles serving them shall comply with Section 11B-302. Access aisles shall be at the same level as the parking spaces they serve. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-502.5 Vertical Clearance - 11B-502.5 Vertical Clearance - Parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 98 inches (2489 mm) minimum. Exception:Exception: In existing multistory parking facilities, car parking spaces, access aisles and vehicular routes serving them shall provide a vertical clearance of 80 inches (2032 mm) minimum. Existing vertical clearance in excess of 80 inches (2032 mm) and less than 98 inches (2489 mm) shall be maintained. This exception shall not apply to van parking spaces, access aisles or vehicular routes serving them. 11B-502.6 Identification - 11B-502.6 Identification - Parking space identification signs shall include the International Symbol of Accessibility complying with Section 11B-703.7.2.1 in white on a blue background. Signs identifying van parking spaces shall contain additional language or an additional sign with the designation "van accessible". Signs shall be 60 inches (1524 mm) minimum above the finish floor or ground surface measured to the bottom of the sign. Exception:Exception: Signs located within a circulation path shall be a minimum of 80 inches (2032 mm) above the finish floor or ground surface measured to the bottom of the sign. 11B-502.6.1 Finish and Size - 11B-502.6.1 Finish and Size - Parking identification signs shall be reflectorized with a minimum area of 70 square inches (45,161 mm2). 11B-502.6.2 Minimum Fine - 11B-502.6.2 Minimum Fine - Additional language or an additional sign below the International Symbol of Accessibility shall state "Minimum Fine $250". 11B-502.6.3 Location - 11B-502.6.3 Location - A parking space identification sign shall be visible from each parking space. Signs shall be permanently posted either immediately adjacent to the parking space or within the projected parking space width at the head end of the parking space. Signs may also be permanently posted on a wall at the interior end of the parking space. 11B-502.6.4 Marking - 11B-502.6.4 Marking - Each accessible car and van space shall have surface identification complying with either Section 11B-502.6.4.1 or 11B-502.6.4.2. 11B-502.6.4.1 - 11B-502.6.4.1 - The parking space shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 in white on a blue background a minimum 36 inches wide by 36 inches high (914 mm by 914 mm). The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches (152 mm) from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space length. 11B-502.6.4.2 - 11B-502.6.4.2 - The parking space shall be outlined in blue or painted blue and shall be marked with an International Symbol of Accessibility complying with Section 11B-703.7.2.1 a minimum 36 inches wide by 36 inches high (914 mm by 914 mm) in white or a suitable contrasting color. The centerline of the International Symbol of Accessibility shall be a maximum of 6 inches (152 mm) from the centerline of the parking space, its sides parallel to the length of the parking space and its lower corner at, or lower side aligned with, the end of the parking space. 11B-502.7 Relationship to Accessible Routes - 11B-502.7 Relationship to Accessible Routes - Parking spaces and access aisles shall be designed so that cars and vans, when parked, cannot obstruct the required clear width of adjacent accessible routes. 11B-502.7.1 Arrangement - 11B-502.7.1 Arrangement - Parking spaces and access aisles shall be designed so that persons using them are not required to travel behind parking spaces other than to pass behind the parking space in which they parked. 11B-502.7.2 Wheel Stops - 11B-502.7.2 Wheel Stops - A curb or wheel stop shall be provided if required to prevent encroachment of vehicles over the required clear width of adjacent accessible routes. 11B-502.8 Additional Signs - 11B-502.8 Additional Signs - An additional sign shall be posted either; 1) in a conspicuous place at each entrance to an off-street parking facility or 2) immediately adjacent to on-site accessible parking and visible from each parking space. 11B-502.8.1 Size - 11B-502.8.1 Size - The additional sign shall not be less than 17 inches (432 mm) wide by 22 inches (559 mm) high. 11B-502.8.2 Lettering - 11B-502.8.2 Lettering - The additional sign shall clearly state in letters with a minimum height of 1 inch (25 mm) the following: "Unauthorized vehicles parked in designated accessible spaces not displaying distinguishing placards or special license plates issued for persons with disabilities will be towed away at the owner's expense. Towed vehicles may be reclaimed at: _________________________ or by telephoning _______________________." Blank spaces shall be filled in with appropriate information as a permanent part of the sign. 11B-503 Passenger Drop-Off and Loading Zones11B-503 Passenger Drop-Off and Loading Zones 11B-503.1 General - 11B-503.1 General - Passenger drop-off and loading zones shall comply with Section 11B-503. 11B-503.2 Vehicle Pull-Up Space - 11B-503.2 Vehicle Pull-Up Space - Passenger drop-off and loading zones shall provide a vehicular pull-up space 96 inches (2438 mm) wide minimum and 20 feet (6096 mm) long minimum. 11B-503.3 Access Aisle - 11B-503.3 Access Aisle - Passenger drop-off and loading zones shall provide access aisles complying with Section 11B-503 adjacent and parallel to the vehicle pull-up space. Access aisles shall adjoin an accessible route and shall not overlap the vehicular way. 11B-503.3.1 Width - 11B-503.3.1 Width - Access aisles serving vehicle pull-up spaces shall be 60 inches (1524 mm) wide minimum. 11B-503.3.2 Length - 11B-503.3.2 Length - Access aisles shall extend the full length of the vehicle pull-up spaces they serve. 11B-503.3.3 Marking - 11B-503.3.3 Marking - Access aisles shall be marked with a painted borderline around their perimeter. The area within the borderlines shall be marked with hatched lines a maximum of 36 inches (914 mm) on center in a color contrasting with that of the aisle surface. 11B-503.4 Floor and Ground Surfaces - 11B-503.4 Floor and Ground Surfaces - Vehicle pull-up spaces and access aisles serving them shall comply with Section 11B-302. Access aisles shall be at the same level as the vehicle pull-up space they serve. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-503.5 Vertical Clearance - 11B-503.5 Vertical Clearance - Vehicle pull-up spaces, access aisles serving them and a vehicular route from an entrance to the passenger drop-off and loading zone and from the passenger drop-off and loading zone to a vehicular exit shall provide a vertical clearance of 114 inches (2896 mm) minimum. 11B-504 Stairways11B-504 Stairways 11B-504.1 General - 11B-504.1 General - Stairs shall comply with Section 11B-504. 11B-504.2 Treads and Risers - 11B-504.2 Treads and Risers - All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4 inches (102 mm) high minimum and 7 inches (178 mm) high maximum. Treads shall be 11 inches (279 mm) deep minimum. Exception:Exception: Curved stairways with winder treads are permitted at stairs which are not part of a required means of egress. 11B-504.3 Open Risers - 11B-504.3 Open Risers - Open risers are not permitted. Exceptions:Exceptions: On exterior stairways, an opening of not more than 1/2 inch (12.7 mm) may be permitted between the base of the riser and the tread. On exterior stairways, risers constructed of grating containing openings of not more than 1/2 inch (12.7 mm) may be permitted. 11B-504.4 Tread Surface - 11B-504.4 Tread Surface - Stair treads shall comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and detectable warnings shall not be permitted. 11B-504.4.1 Contrasting Stripe - 11B-504.4.1 Contrasting Stripe - Interior stairs shall have the upper approach and lower tread marked by a stripe providing clear visual contrast. Exterior stairs shall have the upper approach and all treads marked by a stripe providing clear visual contrast. The stripe shall be a minimum of 2 inches (51 mm) wide to a maximum of 4 inches (102 mm) wide placed parallel to, and not more than 1 inch (25 mm) from, the nose of the step or upper approach. The stripe shall extend the full width of the step or upper approach and shall be of material that is at least as slip resistant as the other treads of the stair. A painted stripe shall be acceptable. Grooves shall not be used to satisfy this requirement. 11B-504.5 Nosings - 11B-504.5 Nosings - The radius of curvature at the leading edge of the tread shall be 1/2 inch (12.7 mm) maximum. Nosings that project beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the nosing shall extend 11/4 inches (32 mm) maximum over the tread below. Exception:Exception: In existing buildings there is no requirement to retroactively alter existing nosing projections of 11/2 inches (38 mm) which were constructed in compliance with the building code in effect at the time of original construction. 11B-504.6 Handrails - 11B-504.6 Handrails - Stairs shall have handrails complying with Section 11B-505. 11B-504.7 Wet Conditions - 11B-504.7 Wet Conditions - Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water. 1. 2. 3. 1. 2. 1. 2. 3. 11B-504.8 Floor Identification - 11B-504.8 Floor Identification - Floor identification signs required by Chapter 10, Section 1023.9 complying with Sections 11B-703.1, 11B-703.2, 11B-703.3 and 11B-703.5 shall be located at the landing of each floor level, placed adjacent to the door on the latch side, in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall include a raised five pointed star located to the left of the identifying floor level. The outside diameter of the star shall be the same as the height of the raised characters. 11B-505 Handrails11B-505 Handrails 11B-505.1 General - 11B-505.1 General - Handrails provided along walking surfaces complying with Section 11B-403, required at ramps complying with Section 11B-405, and required at stairs complying with Section 11B-504 shall comply with Section 11B-505. 11B-505.2 Where Required - 11B-505.2 Where Required - Handrails shall be provided on both sides of stairs and ramps. Exceptions:Exceptions: In assembly areas, handrails shall not be required on both sides of aisle ramps where a handrail is provided at either side or within the aisle width. Curb ramps do not require handrails. At door landings, handrails are not required when the ramp run is less than 6 inches (152 mm) in rise or 72 inches (1829 mm) in length. 11B-505.2.1 Orientation - 11B-505.2.1 Orientation - The orientation of at least one handrail shall be in the direction of the stair run, perpendicular to the direction of the stair nosing, and shall not reduce the minimum required width of the stair. 11B-505.3 Continuity - 11B-505.3 Continuity - Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on switchback or dogleg stairs and ramps shall be continuous between flights or runs. Exception:Exception: In assembly areas, ramp handrails adjacent to seating or within the aisle width shall not be required to be continuous in aisles serving seating. 11B-505.4 Height - 11B-505.4 Height - Top of gripping surfaces of handrails shall be 34 inches (864 mm) minimum and 38 inches (965 mm) maximum vertically above walking surfaces, stair nosings and ramp surfaces. Handrails shall be at a consistent height above walking surfaces, stair nosings and ramp surfaces. 11B-505.5 Clearance - 11B-505.5 Clearance - Clearance between handrail gripping surfaces and adjacent surfaces shall be 11/2 inches (38 mm) minimum. Handrails may be located in a recess if the recess is 3 inches (76 mm) maximum deep and 18 inches (457 mm) minimum clear above the top of the handrail. 11B-505.6 Gripping Surface - 11B-505.6 Gripping Surface - Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their length. Where provided, horizontal projections shall occur 11/2 inches (38 mm) minimum below the bottom of the handrail gripping surface. Exceptions:Exceptions: Where handrails are provided along walking surfaces with slopes not steeper than 1:20, the bottoms of handrail gripping surfaces shall be permitted to be obstructed along their entire length where they are integral to crash rails or bumper guards. The distance between horizontal projections and the bottom of the gripping surface shall be permitted to be reduced by 1/8 inch (3.2 mm) for each 1/2 inch (12.7 mm) of additional handrail perimeter dimension that exceeds 4 inches (102 mm). 11B-505.7 Cross Section - 11B-505.7 Cross Section - Handrail gripping surfaces shall have a cross section complying with Section 11B-505.7.1 or 11B-505.7.2. 11B-505.7.1 Circular Cross Section - 11B-505.7.1 Circular Cross Section - Handrail gripping surfaces with a circular cross section shall have an outside diameter of 11/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 11B-505.7.2 Non-Circular Cross Sections - 11B-505.7.2 Non-Circular Cross Sections - Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4 inches (102 mm) minimum and 61/4 inches (159 mm) maximum, and a cross-section dimension of 21/4 inches (57 mm) maximum. 11B-505.8 Surfaces - 11B-505.8 Surfaces - Handrail gripping surfaces and any surfaces adjacent to them shall be free of sharp or abrasive elements and shall have rounded edges. 11B-505.9 Fittings -11B-505.9 Fittings -Handrails shall not rotate within their fittings. 11B-505.10 Handrail Extensions - 11B-505.10 Handrail Extensions - Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in accordance with Section 11B-505.10. Exceptions:Exceptions: Extensions shall not be required for continuous handrails at the inside turn of switchback or dogleg stairs and ramps. In assembly areas, extensions shall not be required for ramp handrails in aisles serving seating where the handrails are discontinuous to provide access to seating and to permit crossovers within aisles. In alterations, where the extension of the handrail in the direction of stair flight or ramp run would create a hazard, the extension of the handrail may be turned 90 degrees from the direction of stair flight or ramp run. 11B-505.10.1 Top and Bottom Extension at Ramps - 11B-505.10.1 Top and Bottom Extension at Ramps - Ramp handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beyond the top and bottom of ramp runs. Extensions shall return to a wall, guard or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. 11B-505.10.2 Top Extension at Stairs - 11B-505.10.2 Top Extension at Stairs - At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches (305 mm) minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 11B-505.10.3 Bottom Extension at Stairs - 11B-505.10.3 Bottom Extension at Stairs - At the bottom of a stair flight, handrails shall extend at the slope of the stair flight 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 minimum and a height equal to that of the sloping portion of the handrail as measured above the stair nosings. Extension shall return to a wall, guard or the landing surface, or shall be continuous to the handrail of an adjacent stair flight. 1. 2. 3. 1. 2. 3. 1. 2. 3. 1. 2. 11B-603.2 Clearances - 11B-603.2 Clearances - Clearances shall comply with Section 11B-603.2. 11B-603.2.1 Turning Space - 11B-603.2.1 Turning Space - Turning space complying with Section 11B-304 shall be provided within the room. 11B-603.2.2 Overlap - 11B-603.2.2 Overlap - Required clear floor spaces, clearance at fixtures and turning space shall be permitted to overlap. 11B-603.2.3 Door Swing - 11B-603.2.3 Door Swing - Doors shall not swing into the clear floor space or clearance required for any fixture. Doors to accessible water closet compartments 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. Exceptions:Exceptions: Reserved. Where the toilet room or bathing room is for individual use and a clear floor space complying with Section 11B-305.3 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any fixture. In residential dwelling units complying with Section 11B-233.3.1.1, doors shall be permitted to swing over the turning space without limitation. 11B-603.3 Mirrors - 11B-603.3 Mirrors - Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1016 mm) maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches (889 mm) maximum above the finish floor or ground. 11B-603.4 Coat Hooks, Shelves and Medicine Cabinets - 11B-603.4 Coat Hooks, Shelves and Medicine Cabinets - Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches (1016 mm) minimum and 48 inches (1219 mm) maximum above the finish floor. Medicine cabinets shall be located with a usable shelf no higher than 44 inches (1118 mm) maximum above the finish floor. 11B-603.5 Accessories - 11B-603.5 Accessories - Where towel or sanitary napkin dispensers, waste receptacles or other accessories are provided in toilet facilities, at least one of each type shall be located on an accessible route. All operable parts, including coin slots, shall be 40 inches (1016 mm) maximum above the finish floor. Exception:Exception: Baby diaper changing stations are not required to comply with Section 11B-603.5. 11B-603.6 Guest Room Toilet and Bathing Rooms - 11B-603.6 Guest Room Toilet and Bathing Rooms - Toilet and bathing rooms within guest rooms that are not required to provide mobility features complying with Section 11B-806.2 shall provide all toilet and bathing fixtures in a location that allows a person using a wheelchair measuring 30 inches by 48 inches (762 mm by 1219 mm) to touch the wheelchair to any lavatory, urinal, water closet, tub, sauna, shower stall and any other similar sanitary installation, if provided. 11B-604 Water Closets and Toilet Compartments11B-604 Water Closets and Toilet Compartments 11B-604.1 General - 11B-604.1 General - Water closets and toilet compartments shall comply with Sections 11B-604.2 through 11B-604.8. Exception:Exception: Water closets and toilet compartments for children's use shall be permitted to comply with Section 11B-604.9. 11B-604.2 Location - 11B-604.2 Location - The water closet shall be positioned with a wall or partition to the rear and to one side. The center-line of the water closet shall be 17 inches (432 mm) minimum to 18 inches (457 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (432 mm) minimum and 19 inches (483 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2. Water closets shall be arranged for a left-hand or right-hand approach. 11B-604.3 Clearance - 11B-604.3 Clearance - Clearances around water closets and in toilet compartments shall comply with Section 11B-604.3. 11B-604.3.1 Size - 11B-604.3.1 Size - Clearance around a water closet shall be 60 inches (1524 mm) minimum measured perpendicular 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 (1219 mm) deep maneuvering space shall be provided in front of the water closet. Exception:Exception: In residential dwelling units complying with Section 11B-233.3.1.1, maneuvering space in front of the water closet shall be a minimum 60 inches (1524 mm) wide and 36 inches (914 mm) deep. 11B-604.3.2 Overlap - 11B-604.3.2 Overlap - The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. Exception:Exception: In residential dwelling units, a lavatory complying with Section 11B-606 shall be permitted on the rear wall 26 inches (660 mm) minimum from the water closet centerline to allow for the installation of a grab bar where the clearance at the water closet is 66 inches (1676 mm) minimum measured perpendicular from the rear wall. 11B-604.4 Seats - 11B-604.4 Seats - The seat height of a water closet above the finish floor shall be 17 inches (432 mm) minimum and 19 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) high maximum. Exceptions:Exceptions: Reserved. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (381 mm) minimum and 19 inches (483 mm) maximum above the finish floor measured to the top of the seat. A 3-inch (76 mm) high seat shall be permitted only in alterations where the existing fixture is less than 15 inches (381 mm) high. 11B-604.5 Grab Bars - 11B-604.5 Grab Bars - Grab bars for water closets shall comply with Section 11B-609. Grab bars shall be provided on the side wall closest to the water closet and on the rear wall. Where separate grab bars are required on adjacent walls at a common mounting height, an L-shaped grab bar meeting the dimensional requirements of Sections 11B-604.5.1 and 11B- 604.5.2 shall be permitted. Exceptions:Exceptions: Reserved. In residential dwelling units, grab bars shall not be required to be installed in toilet or bathrooms provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with Section 11B-604.5. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding cells that are specially designed without protrusions for purposes of suicide prevention. 11B-604.5.1 Side Wall - 11B-604.5.1 Side Wall - The side wall grab bar shall be 42 inches (1067 mm) long minimum, located 12 inches (305 mm) maximum from the rear wall and extending 54 inches (1372 mm) minimum from the rear wall with the front end positioned 24 inches (610 mm) minimum in front of the water closet. 11B-604.5.2 Rear Wall - 11B-604.5.2 Rear Wall - The rear wall grab bar shall be 36 inches (914 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side. Exceptions:Exceptions: The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered on the water closet, where wall space does not permit a length of 36 inches (914 mm) minimum due to the location of a recessed fixture adjacent to the water closet. Where an administrative authority requires flush controls for flush valves to be located in a position that conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to be split or shifted to the open side of the toilet area. 11B-604.6 Flush Controls - 11B-604.6 Flush Controls - Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 except they shall be located 44 inches (1118 mm) maximum above the floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with Section 11B-604.8.2. 11B-604.7 Dispensers and Disposal Units - 11B-604.7 Dispensers and Disposal Units - Toilet paper dispensers and sanitary napkin disposal units shall comply with Section 11B-604.7. Combination accessory units are not permitted to encroach into the space required by Section 11B-609.3. 11B-604.7.1 Dispensers - 11B-604.7.1 Dispensers - Toilet paper dispensers shall comply with Section 11B-309.4 and shall be 7 inches (178 mm) minimum and 9 inches (229 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be below the grab bar, 19 inches (483 mm) minimum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. 11B-604.7.2 Disposal Units - 11B-604.7.2 Disposal Units - Sanitary napkin disposal units, if provided, shall comply with Section 11B-309.4 and shall be wall mounted and located on the sidewall 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 19 inches minimum (483 mm) above the finish floor. 11B-604.8 Toilet Compartments - 11B-604.8 Toilet Compartments - Wheelchair accessible toilet compartments shall meet the requirements of Sections 11B-604.8.1 and 11B-604.8.3. Compartments containing more than one plumbing fixture shall comply with Section 11B-603. Ambulatory accessible compartments shall comply with Sections 11B-604.8.2 and 11B-604.8.3. 11B-604.8.1 Wheelchair Accessible Compartments - 11B-604.8.1 Wheelchair Accessible Compartments - Wheelchair accessible compartments shall comply with Section 11B-604.8.1. 11B-604.8.1.1 Size - 11B-604.8.1.1 Size - Wheelchair accessible compartments shall be 60 inches (1524 mm) wide minimum measured perpendicular to the side wall, and 56 inches (1422 mm) deep minimum for wall hung water closets and 59 inches (1499 mm) deep minimum for floor mounted water closets measured perpendicular to the rear wall. Wheelchair accessible compartments shall additionally provide maneuvering space complying with Section 11B-604.8.1.1.1, 11B-604.8.1.1.2 or 11B-604.8.1.1.3, as applicable. Wheelchair accessible compartments for children's use shall be 60 inches (1524 mm) wide minimum measured perpendicular to the side wall, and 59 inches (1499 mm) deep minimum for wall hung and floor mounted water closets measured perpendicular to the rear wall. Division 5: General Site and Building Elements 11B-501 General11B-501 General 11B-501.1 Scope - 11B-501.1 Scope - The provisions of Division 5 shall apply where required by Division 2 or where referenced by a requirement in this chapter. 11B-502 Parking Spaces11B-502 Parking Spaces 11B-502.1 General - 11B-502.1 General - Car and van parking spaces shall comply with Section 11B-502. Where parking spaces are marked with lines, width measurements of parking spaces and access aisles shall be made from the centerline of the markings. Exception:Exception: Where parking spaces or access aisles are not adjacent to another parking space or access aisle, measurements shall be permitted to include the full width of the line defining the parking space or access aisle. 11B-502.2 Vehicle Spaces - 11B-502.2 Vehicle Spaces - Car and van parking spaces shall be 216 inches (5486 mm) long minimum. Car parking spaces shall be 108 inches (2743 mm) wide minimum and van parking spaces shall be 144 inches (3658 mm) wide minimum, shall be marked to define the width, and shall have an adjacent access aisle complying with Section 11B-502.3. Exception:Exception: Van parking spaces shall be permitted to be 108 inches (2743 mm) wide minimum where the access aisle is 96 inches (2438 mm) wide minimum. 11B-502.3 Access Aisle - 11B-502.3 Access Aisle - Access aisles serving parking spaces shall comply with Section 11B-502.3. Access aisles shall adjoin an accessible route. Two parking spaces or one parking space and one electric vehicle charging space shall be permitted to share a common access aisle. 11B-502.3.1 Width - 11B-502.3.1 Width - Access aisles serving car and van parking spaces shall be 60 inches (1524 mm) wide minimum. 11B-502.3.2 Length - 11B-502.3.2 Length - Access aisles shall extend the full required length of the parking spaces they serve. 11B-502.3.3 Marking - 11B-502.3.3 Marking - Access aisles shall be marked with a blue painted borderline around their perimeter. The area within the blue borderlines shall be marked with hatched lines a maximum of 36 inches (914 mm) on center in a color contrasting with that of the aisle surface, preferably blue or white. The words "NO PARKING" shall be painted on the surface within each access aisle in white letters a minimum of 12 inches (305 mm) in height and located to be visible from the adjacent vehicular way. Access aisle markings may extend beyond the minimum required length. Division 6: Plumbing Elements and Facilities 11B-601 General11B-601 General 11B-601.1 Scope - 11B-601.1 Scope - The provisions of Division 6 shall apply where required by Division 2 or where referenced by a requirement in this chapter. 11B-602 Drinking Fountains and Bottle-Filling Stations11B-602 Drinking Fountains and Bottle-Filling Stations 11B-602.1 General - 11B-602.1 General - Drinking fountains shall comply with Sections 11B-307 and 11B-602. 11B-602.2 Clear Floor Space - 11B-602.2 Clear Floor Space - Units shall have a clear floor or ground space complying with Section 11B-305 positioned for a forward approach and centered on the unit. Knee and toe clearance complying with Section 11B-306 shall be provided. Exception:Exception: A parallel approach complying with Section 11B-305 shall be permitted at units for children's use where the spout is 30 inches (762 mm) maximum above the finish floor or ground and is 31/2 inches (89 mm) maximum from the front edge of the unit, including bumpers. 11B-602.3 Operable Parts - 11B-602.3 Operable Parts - Operable parts shall comply with Section 11B-309. The flow of water shall be activated by a manually operated system that is front mounted or side mounted and located within 6 inches (152 mm) of the front edge of the fountain or an automatic electronically controlled device. 11B-602.4 Spout Height - 11B-602.4 Spout Height - Spout outlets shall be 36 inches (914 mm) maximum above the finish floor or ground. 11B-602.5 Spout Location - 11B-602.5 Spout Location - The spout shall be located 15 inches (381 mm) minimum from the vertical support and 5 inches (127 mm) maximum from the front edge of the unit, including bumpers. 11B-602.6 Water Flow - 11B-602.6 Water Flow - The spout shall provide a flow of water 4 inches (102 mm) high minimum and shall be located 5 inches (127 mm) maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches (76 mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (76 mm) and 5 inches (127 mm) maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. 11B-602.7 Drinking Fountains for Standing Persons - 11B-602.7 Drinking Fountains for Standing Persons - Spout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimum and 43 inches (1092 mm) maximum above the finish floor or ground. 11B-602.8 Depth - 11B-602.8 Depth - Wall- and post-mounted cantilevered drinking fountains shall be 18 inches (457 mm) minimum and 19 inches (483 mm) maximum in depth. 11B-602.9 Pedestrian Protection -11B-602.9 Pedestrian Protection -All drinking fountains shall either be located completely within alcoves, positioned completely between wing walls, or otherwise positioned so as not to encroach into pedestrian ways. The protected area within which a drinking fountain is located shall be 32 inches (813 mm) wide minimum and 18 inches (457 mm) deep minimum, and shall comply with Section 11B-305.7. When used, wing walls or barriers shall project horizontally at least as far as the drinking fountain and to within 6 inches (152 mm) vertically from the floor or ground surface. 11B-602.10 Bottle-Filling Stations - 11B-602.10 Bottle-Filling Stations - Bottle-filling stations shall comply with Sections 11B-307 and 11B-309. Exception: Where bottle-filling stations are provided at a drinking fountain for standing persons, the bottle-filling station is not required to comply with this section provided a bottle-filling station is located at the drinking fountain complying with Sections 11B-602.2 through 11B-602.6. 11B-603 Toilet and Bathing Rooms11B-603 Toilet and Bathing Rooms 11B-603.1 General - 11B-603.1 General - Toilet and bathing rooms shall comply with Section 11B-603. No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 4 P M 01/23/2026 Checker Author CAP030945 T152 ACCESSIBILITY NOTES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 11B-604.8.1.1.1 Maneuvering Space With In-Swinging Door - 11B-604.8.1.1.1 Maneuvering Space With In-Swinging Door - In a wheelchair accessible compartment with an in-swinging door, a minimum 60 inches (1524 mm) wide by 36 inches (914 mm) deep maneuvering space shall be provided in front of the clearance required in Section 11B-604.8.1.1. See Figures 11B-604.8.1.1.2 (b) and 11B-604.8.1.1.3 (b). 11B-604.8.1.1.2 Maneuvering Space With Side-Opening Door - 11B-604.8.1.1.2 Maneuvering Space With Side-Opening Door - In a wheelchair accessible compartment with a door located in the side wall or partition, either in-swinging or out-swinging, a minimum 60 inches (1524 mm) wide and 60 inches (1524 mm) deep maneuvering space shall be provided in front of the water closet. See Figure 11B-604.8.1.1.2. 11B-604.8.1.1.3 Maneuvering Space With End-Opening Door - 11B-604.8.1.1.3 Maneuvering Space With End-Opening Door - In a wheelchair accessible compartment with a door located in the front wall or partition (facing the water closet), either in- swinging or out-swinging, a minimum 60 inches (1524 mm) wide and 48 inches (1219 mm) deep maneuvering space shall be provided in front of the water closet. See Figure 11B-604.8.1.1.3. 11B-604.8.1.2 Doors - 11B-604.8.1.2 Doors - Toilet compartment doors, including door hardware, shall comply with Section 11B-404 except that if the approach is from the push side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 48 inches (1219 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 side wall or partition farthest from the water closet. Where located in the side wall or partition, the door opening shall be farthest from the water closet and shall be 54 inches (1372 mm) minimum from the rear wall. The door shall be self- closing and have a privacy latch. A door pull complying with Section 11B-404.2.7 shall be placed on both sides of the door near the latch. Doors shall not swing into the clear floor space or clearance required for any fixture. Doors may swing into that portion of maneuvering space which does not overlap the clearance required at a water closet. Exception:Exception: When located at the side of a toilet compartment, the toilet compartment door opening shall provide a clear width of 34 inches (864 mm) minimum. 11B-604.8.1.3 Approach - 11B-604.8.1.3 Approach - Compartments shall be arranged for left-hand or right-hand approach to the water closet. 11B-604.8.1.4 Toe Clearance - 11B-604.8.1.4 Toe Clearance - At least one side partition shall provide a toe clearance of 9 inches (229 mm) minimum above the finish floor and 6 inches (152 mm) deep minimum beyond the compartment-side face of the partition, exclusive of partition support members. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. Exception:Exception: Toe clearance at the side partition is not required in a compartment greater than 66 inches (1676 mm) wide. 11B-604.8.1.5 Grab Bars - 11B-604.8.1.5 Grab Bars - Grab bars shall comply with Section 11B-609. A side-wall grab bar complying with Section 11B-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 11B-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 dimensional requirements of Sections 11B-604.5.1 and 11B-604.5.2 shall be permitted. 11B-604.8.2 Ambulatory Accessible Compartments - 11B-604.8.2 Ambulatory Accessible Compartments - Ambulatory accessible compartments shall comply with Section 11B-604.8.2. 11B-604.8.2.1 Size - 11B-604.8.2.1 Size - Ambulatory accessible compartments shall have a depth of 60 inches (1524 mm) minimum and a width of 35 inches (889 mm) minimum and 37 inches (940 mm) maximum. 11B-604.8.2.2 Doors - 11B-604.8.2.2 Doors - Toilet compartment doors, including door hardware, shall comply with Section 11B-404, except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 44 inches (1118 mm) minimum. The door shall be self-closing and have a privacy latch. A door pull complying with Section 11B-404.2.7 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area. 11B-604.8.2.3 Grab Bars - 11B-604.8.2.3 Grab Bars - Grab bars shall comply with Section 11B-609. A side-wall grab bar complying with Section 11B-604.5.1 shall be provided on both sides of the compartment. 11B-604.8.3 Coat Hooks and Shelves - 11B-604.8.3 Coat Hooks and Shelves - Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be located 40 inches (1016 mm) minimum and 48 inches (1219 mm) maximum above the finish floor. 11B-604.9 Water Closets and Toilet Compartments for Children's Use - 11B-604.9 Water Closets and Toilet Compartments for Children's Use - Water closets and toilet compartments for children's use shall comply with Section 11B-604.9. When the exception in Section 11B-604.1 is used, the suggested dimensions of Table 11B-604.9 for a single age group shall be applied consistently to the installation of a water closet and all associated components. 11B-604.9.1 Location - 11B-604.9.1 Location - The water closet shall be located with a wall or partition to the rear and to one side. The centerline of the water closet shall be 12 inches (305 mm) minimum and 18 inches (457 mm) maximum from the side wall or partition, except that the water closet shall be 17 inches (432 mm) minimum and 19 inches (483 mm) maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2. Compartments shall be arranged for left-hand or right-hand approach to the water closet. 11B-604.9.2 Clearance - 11B-604.9.2 Clearance - Clearance around a water closet shall comply with Section 11B-604.3. 11B-604.9.3 Height - 11B-604.9.3 Height - The height of water closets shall be 11 inches (279 mm) minimum and 17 inches (432 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 11B-604.9.4 Grab Bars - 11B-604.9.4 Grab Bars - Grab bars for water closets shall comply with Section 11B-604.5. 11B-604.9.5 Flush Controls - 11B-604.9.5 Flush Controls - Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Sections 11B-309.2 and 11B-309.4 and shall be installed 36 inches (914 mm) maximum above the finish floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with Section 11B-604.8.2. 11B-604.9.6 Dispensers - 11B-604.9.6 Dispensers - Toilet paper dispensers shall comply with Section 11B-309.4 and shall be 7 inches (178 mm) minimum and 9 inches (229 mm) maximum in front of the water closet measured to the centerline of the dispenser. The outlet of the dispenser shall be 14 inches (356 mm) minimum and 19 inches (483 mm) maximum above the finish floor. There shall be a clearance of 11/ 2 inches (38 mm) minimum below the grab bar. Dispensers shall not be of a type that controls delivery or that does not allow continuous paper flow. 11B-604.9.7 Toilet Compartments - 11B-604.9.7 Toilet Compartments - Toilet compartments shall comply with Section 11B-604.8. 11B-605 Urinals11B-605 Urinals 11B-605.1 General - 11B-605.1 General - Urinals not provided in urinal compartments shall comply with Sections 11B-605.1 through 11B-605.4. Urinals provided in urinal compartments shall comply with Sections 11B-605.1 through 11B-605.5. 11B-605.2 Height and Depth - 11B-605.2 Height and Depth - Urinals shall be the stall-type or the wall-hung type with the rim 17 inches (432 mm) maximum above the finish floor or ground. Urinals shall be 131/ 2 inches (343 mm) deep minimum measured from the outer face of the urinal rim to the back of the fixture. 11B-605.3 Clear Floor Space - 11B-605.3 Clear Floor Space - A clear floor or ground space complying with Section 11B-305 positioned for forward approach shall be provided. 11B-605.4 Flush Controls - 11B-605.4 Flush Controls - Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 except that the flush control shall be mounted at a maximum height of 44 inches (1118 mm) above the finish floor. Urinals provided in urinal compartments and with hand operated flush controls shall have the controls located on the open side of the urinal. 11B-605.5 Urinal Compartments - 11B-605.5 Urinal Compartments - Wheelchair accessible urinal compartments shall comply with Section 11B-605.5. Compartments containing more than one plumbing fixture shall comply with Section 11B-603. 11B-605.5.1 Urinal Location - 11B-605.5.1 Urinal Location - Urinals in compartments shall have the centerline of the urinal located 17 inches (432 mm) minimum to 18 inches (457 mm) maximum from the side wall or partition. Urinals shall be arranged for a left-hand or right-hand approach. 11B-605.5.2 Maneuvering Clearance - 11B-605.5.2 Maneuvering Clearance - A minimum 66 inches (1676 mm) wide and 66 inches (1676 mm) deep maneuvering space shall be provided in front of the urinal. A turning space complying with Section 11B-304 shall be provided within the compartment. Exception:Exception: Where toe clearance complying with Section 11B-605.5.4 is provided, the required maneuvering space in front of the urinal fixture shall be permitted to be reduced to 60 inches (1524 mm) minimum wide and 60 inches (1524 mm) minimum deep. 11B-605.5.3 Doors - 11B-605.5.3 Doors - Urinal compartment doors, including door hardware, shall comply with Section 11B-404 except that if the approach is from the push side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 48 inches (1219 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 urinal. Where located in the front partition, the door opening shall be 4 inches (102 mm) maximum from the side wall or partition farthest from the urinal. Where located in the side wall or partition, the door opening shall be 4 inches maximum (102 mm) from the front partition. The urinal compartment door shall be out-swinging, self-closing and have a privacy latch. Door pulls complying with Section 11B-404.2.7 shall be placed on both sides of the door near the latch. Exception:Exception: When located at the side wall or partition of a urinal compartment, the compartment door opening shall provide a clear width of 34 inches (864 mm) minimum. 1. 2. 3. a. b. c. 4. 5. 6. 7. 1. 2. 1. 2. 11B-605.5.4 Toe Clearance - 11B-605.5.4 Toe Clearance - The front partition and at least one side partition shall provide a toe clearance of 9 inches (229 mm) minimum above the finish floor and 6 inches (152 mm) deep minimum beyond the compartment side face of the partition, exclusive of partition support members. Partition components at toe clearances shall be smooth without sharp edges or abrasive surfaces. Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. 11B-606 Lavatories and Sinks11B-606 Lavatories and Sinks 11B-606.1 General - 11B-606.1 General - Lavatories and sinks shall comply with Section 11B-606. 11B-606.2 Clear Floor Space - 11B-606.2 Clear Floor Space - A clear floor space complying with Section 11B-305, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 shall be provided. Exceptions:Exceptions: A parallel approach complying with Section 11B-305 shall be permitted to a kitchen sink in a space where a cook top or conventional range is not provided and to wet bars. Reserved. In residential dwelling units, cabinetry shall be permitted under lavatories and kitchen sinks provided that all of the following conditions are met: the cabinetry can be removed without removal or replacement of the fixture; the finish floor extends under the cabinetry; and the walls behind and surrounding the cabinetry are finished. A knee clearance of 24 inches (610 mm) minimum above the finish 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 inches (787 mm) maximum above the finish floor or ground. A parallel approach complying with Section 11B-305 shall be permitted to lavatories and sinks used primarily by children 5 years and younger. The dip of the overflow shall not be considered in determining knee and toe clearances. No more than one bowl of a multibowl sink shall be required to provide knee and toe clearance complying with Section 11B-306. 11B-606.3 Height - 11B-606.3 Height - Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches (864 mm) maximum above the finish floor or ground. Exceptions:Exceptions: Reserved. In residential dwelling unit kitchens, sinks that are adjustable to variable heights, 29 inches (737 mm) minimum and 36 inches (914 mm) maximum, shall be permitted where rough-in plumbing permits connections of supply and drain pipes for sinks mounted at the height of 29 inches (737 mm). 11B-606.4 Faucets - 11B-606.4 Faucets - Controls for faucets shall comply with Section 11B-309. Hand-operated metering faucets shall remain open for 10 seconds minimum. 11B-606.5 Exposed Pipes and Surfaces - 11B-606.5 Exposed Pipes and Surfaces - Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 11B-606.6 Adjacent Side Wall or Partition - 11B-606.6 Adjacent Side Wall or Partition - Lavatories, when located adjacent to a side wall or partition, shall be a minimum of 18 inches (457 mm) to the centerline of the fixture. 11B-606.7 Sink Depth - 11B-606.7 Sink Depth - Where a forward approach is required at a sink, knee and toe clearance shall be provided in compliance with Section 11B-306. 11B-607 Bathtubs11B-607 Bathtubs 11B-607.1 General - 11B-607.1 General - Bathtubs shall comply with Section 11B-607. 11B-607.2 Clearance - 11B-607.2 Clearance - Clearance in front of bathtubs shall extend the length of the bathtub and shall be 48 inches (1219 mm) wide minimum for forward approach and 30 inches (762 mm) wide minimum for parallel approach. A lavatory complying with Section 11B-606 shall be permitted at the control end of the clearance. Where a permanent seat is 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. 11B-607.3 Seat - 11B-607.3 Seat - A permanent seat at the head end of the bathtub or a removable in-tub seat shall be provided. Seats shall comply with Section 11B-610. 11B-607.4 Grab Bars - 11B-607.4 Grab Bars - Grab bars for bathtubs shall comply with Section 11B-609 and shall be provided in accordance with Section 11B-607.4.1 or 11B-607.4.2. Where separate grab bars are required on adjacent walls at a common mounting height, an L-shaped or U-shaped grab bar meeting the dimensional requirements of Section 11B-607.4.1 or 11B-607.4.2 shall be permitted. Exceptions:Exceptions: Reserved. In residential dwelling units, grab bars shall not be required to be installed in bathtubs located in bathing facilities provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with Section 11B-607.4. 11B-607.4.1 Bathtubs With Permanent Seats - 11B-607.4.1 Bathtubs With Permanent Seats - For bathtubs with permanent seats, grab bars shall be provided in accordance with Section 11B-607.4.1. 11B-607.4.1.1 Back Wall - 11B-607.4.1.1 Back Wall - Two grab bars shall be installed on the back wall, one located in accordance with Section 11B-609.4 and the other located 8 inches (203 mm) minimum and 10 inches (254 mm) maximum above the rim of the bathtub. Each grab bar shall be installed 15 inches (381 mm) maximum from the head end wall and 12 inches (305 mm) maximum from the control end wall. 11B-607.4.1.2 Control End Wall - 11B-607.4.1.2 Control End Wall - A grab bar 24 inches (610 mm) long minimum shall be installed on the control end wall at the front edge of the bathtub. 11B-607.4.2 Bathtubs Without Permanent Seats - 11B-607.4.2 Bathtubs Without Permanent Seats - For bathtubs without permanent seats, grab bars shall comply with Section 11B-607.4.2. 11B-607.4.2.1 Back Wall - 11B-607.4.2.1 Back Wall - Two grab bars shall be installed on the back wall, one located in accordance with Section 11B-609.4 and the other located 8 inches (203 mm) minimum and 10 inches (254 mm) maximum above the rim of the bathtub. Each grab bar shall be 24 inches (610 mm) long minimum and shall be installed 24 inches (610 mm) maximum from the head end wall and 12 inches (305 mm) maximum from the control end wall. 11B-607.4.2.2 Control End Wall - 11B-607.4.2.2 Control End Wall - A grab bar 24 inches (610 mm) long minimum shall be installed on the control end wall at the front edge of the bathtub. 11B-607.4.2.3 Head End Wall - 11B-607.4.2.3 Head End Wall - A grab bar 12 inches (305 mm) long minimum shall be installed on the head end wall at the front edge of the bathtub. 11B-607.5 Controls - 11B-607.5 Controls - Controls, other than drain stoppers, shall be located on an end wall. Controls shall be between the bathtub rim and grab bar, and between the open side of the bathtub and the centerline of the width of the bathtub. Controls shall comply with Section 11B-309.4. 11B-607.6 Shower Spray Unit and Water - 11B-607.6 Shower Spray Unit and Water - A shower spray unit with a hose 59 inches (1499 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Bathtub shower spray units shall deliver water that is 120°F (49°C) maximum. 11B-607.7 Bathtub Enclosures - 11B-607.7 Bathtub Enclosures - Enclosures for bathtubs shall not obstruct controls, faucets, shower and spray units or obstruct transfer from wheelchairs onto bathtub seats or into bathtubs. Enclosures on bathtubs shall not have tracks installed on the rim of the open face of the bathtub. 11B-608 Shower Compartments11B-608 Shower Compartments 11B-608.1 General - 11B-608.1 General - Shower compartments shall comply with Section 11B-608. 11B-608.2 Size and Clearances for Shower Compartments - 11B-608.2 Size and Clearances for Shower Compartments - Shower compartments shall have sizes and clearances complying with Section 11B-608.2. 11B-608.2.1 Transfer Type Shower Compartments - 11B-608.2.1 Transfer Type Shower Compartments - Transfer type shower compartments shall be 36 inches (914 mm) by 36 inches (914 mm) clear inside dimensions measured at the center points of opposing sides and shall have a 36-inch (914 mm) wide minimum entry on the face of the shower compartment. Clearance of 36 inches (914 mm) wide minimum by 48 inches (1219 mm) long minimum measured from the control wall shall be provided. Transfer type shower compartments shall be permitted in transient lodging guest rooms, multibedroom housing units in undergraduate student housing and residential dwelling units; and shall not be permitted at other locations to meet the requirements of Section 11B-213.3.6. 11B-608.2.2 Standard Roll-in Type Shower Compartments - 11B-608.2.2 Standard Roll-in Type Shower Compartments - Standard roll-in type shower compartments shall be 30 inches (762 mm) wide minimum by 60 inches (1524 mm) deep minimum clear inside dimensions measured at center points of opposing sides with a full opening width on the long side. 11B-608.2.2.1 Clearance - 11B-608.2.2.1 Clearance - A 36 inch (914 mm) wide minimum by 60 inch (1524 mm) long minimum clearance shall be provided adjacent to the open face of the shower compartment. 11B-608.2.3 Alternate Roll-in Type Shower Compartments - 11B-608.2.3 Alternate Roll-in Type Shower Compartments - Alternate roll-in type shower compartments shall be 36 inches (914 mm) wide and 60 inches (1524 mm) deep minimum clear inside dimensions measured at center points of opposing sides. A 36 inch (914 mm) wide minimum entry shall be provided at one end of the long side of the compartment. Division 6: Plumbing Elements and Facilities Continued 1. 2. 1. 2. 11B-608.3 Grab Bars - 11B-608.3 Grab Bars - Grab bars shall comply with Section 11B-609 and shall be provided in accordance with Section 11B-608.3. Where multiple grab bars are used, required horizontal grab bars shall be installed at the same height above the finish floor. Where separate grab bars are required on adjacent walls at a common mounting height, an L-shaped or U-shaped grab bar meeting the dimensional requirements of Section 11B-608.3.2 or 11B-608.3.3 shall be permitted. Exceptions: Reserved. In residential dwelling units, grab bars shall not be required to be installed in showers located in bathing facilities provided that reinforcement has been installed in walls and located so as to permit the installation of grab bars complying with Section 11B-608.3. 11B-608.3.1 Transfer Type Shower Compartments - 11B-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 18 inches (457 mm) from the control wall. 11B-608.3.2 Standard Roll-in Type Shower Compartments - 11B-608.3.2 Standard Roll-in Type Shower Compartments - Grab bars shall be provided on the back wall and the side wall opposite the seat. Grab bars shall not be provided above the seat. Grab bars shall be installed 6 inches (152 mm) maximum from adjacent walls. 11B-608.3.3 Alternate Roll-in Type Shower Compartments - 11B-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 side wall farthest from the compartment entry. Grab bars shall not be provided above the seat. Grab bars shall be installed 6 inches (152 mm) maximum from adjacent walls. 11B-608.4 Seats - 11B-608.4 Seats - A folding seat shall be provided in roll-in type showers and transfer type shower compartments. Seats shall comply with Section 11B-610. Exception:Exception: In residential dwelling units, seats shall not be required in shower compartments provided that reinforcement has been installed in walls so as to permit the installation of seats complying with Section 11B-608.4. 11B-608.5 Controls - 11B-608.5 Controls - Controls, faucets and shower spray units shall comply with Section 11B-309.4. Controls and faucets shall allow the user to close and open the water supply. 11B-608.5.1 Transfer Type Shower Compartments - 11B-608.5.1 Transfer Type Shower Compartments - In transfer type shower compartments, the controls, faucets and shower spray unit shall be installed on the side wall opposite the seat 38 inches (965 mm) minimum and 48 inches (1219 mm) maximum above the shower floor and shall be located on the control wall 15 inches (380 mm) maximum from the centerline of the seat toward the shower opening. 11B-608.5.2 Standard Roll-in Type Shower Compartments - 11B-608.5.2 Standard Roll-in Type Shower Compartments - In standard roll-in type shower compartments, the controls, faucets and the shower spray unit shall be located on the back wall of the compartment adjacent to the seat wall 16 inches (406 mm) minimum and 27 inches (686 mm) maximum from the seat wall; and shall be located above the grab bar, but no higher than 48 inches (1219 mm) above the shower floor. 11B-608.5.3 Alternate Roll-in Type Shower Compartments - 11B-608.5.3 Alternate Roll-in Type Shower Compartments - In alternate roll-in type shower compartments, the controls, faucets and shower spray unit shall be located on the side wall of the compartment adjacent to the seat wall 16 inches (406 mm) minimum and 27 inches (686 mm) maximum from the seat wall or shall be located on the back wall opposite the seat 15 inches (381 mm) maximum, left or right of the centerline of the seat. The controls, faucets and shower spray units shall be located above the grab bar, but no higher than 48 inches (1219 mm) above the shower floor. 11B-608.6 Shower Spray Unit and Water - 11B-608.6 Shower Spray Unit and Water - A shower spray unit with a hose 59 inches (1499 mm) long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units shall deliver water that is 120°F (49°C) maximum. Exception:Exception: Where subject to excessive vandalism, two fixed shower heads shall be permitted instead of a hand-held spray unit in facilities that are not medical care facilities, long-term care facilities, transient lodging guest rooms or residential dwelling units. Each shower head shall be installed so it can be operated independently of the other and shall have swivel angle adjustments, both vertically and horizontally. One shower head shall be located at a height of 48 inches (1219 mm) maximum above the shower finish floor. 11B-608.7 Thresholds - 11B-608.7 Thresholds - Thresholds in roll-in type shower compartments shall be 1/2 inch (12.7 mm) high maximum in accordance with Section 11B-303. In transfer type shower compartments, thresholds 1/2 inch (12.7 mm) high maximum shall be beveled, rounded or vertical. Exception:Exception: A threshold 2 inches (51 mm) high maximum shall be permitted in transfer type shower compartments in existing facilities where provision of a 1/2 inch (12.7 mm) high threshold would disturb the structural reinforcement of the floor slab. 11B-608.8 Shower Enclosures - 11B-608.8 Shower Enclosures - Enclosures for shower compartments shall not obstruct controls, faucets and shower spray units or obstruct transfer from wheelchairs onto shower seats. 11B-608.9 Shower Floor or Ground Surface - 11B-608.9 Shower Floor or Ground Surface - Floor or ground surfaces of showers shall comply with Section 11B-302.1 and shall be sloped 1:48 maximum in any direction. Where drains are provided, grate openings shall be 1/4 inch (6.4 mm) maximum and flush with the floor surface. 11B-608.10 Soap Dish - 11B-608.10 Soap Dish - Where a soap dish is provided, it shall be located on the control wall at 40 inches (1016 mm) maximum above the shower floor, and within the reach limits from the seat. 11B-609 Grab Bars11B-609 Grab Bars 11B-609.1 General - 11B-609.1 General - Grab bars in toilet facilities and bathing facilities shall comply with Section 11B-609. 11B-609.2 Cross Section - 11B-609.2 Cross Section - Grab bars shall have a cross section complying with Section 11B-609.2.1 or 11B-609.2.2. 11B-609.2.1 Circular Cross Section - 11B-609.2.1 Circular Cross Section - Grab bars with circular cross sections shall have an outside diameter of 1-1/4 inches (32 mm) minimum and 2 inches (51 mm) maximum. 11B-609.2.2 Non-Circular Cross Section - 11B-609.2.2 Non-Circular Cross Section - Grab bars with non-circular cross sections shall have a cross- section dimension of 2 inches (51 mm) maximum and a perimeter dimension of 4 inches (102 mm) minimum and 4.8 inches (122 mm) maximum. 11B-609.3 Spacing - 11B-609.3 Spacing - The space between the wall and the grab bar shall be 1-1/2inches (38 mm). The space between the grab bar and projecting objects below and at the ends shall be 1-1/2 inches (38 mm) minimum. The space between the grab bar and projecting objects above shall be 12 inches (305 mm) minimum. Exceptions:Exceptions: The space between the grab bars and shower controls, shower fittings, and other grab bars above shall be permitted to be 1-1/2 inches (38 mm) minimum. For L-shaped or U-shaped grab bars complying with Section 11B-609.9 the space between the walls and the grab bar shall be 1-1/2 inches (38 mm) minimum for a distance of 6 inches on either side of the inside corner between two adjacent wall surfaces. 11B-609.4 Position of Grab Bars - 11B-609.4 Position of Grab Bars - Grab bars shall be installed in a horizontal position, 33 inches (838 mm) minimum and 36 inches (914 mm) maximum above the finish floor measured to the top of the gripping surface, except that at water closets for children's use complying with Section 11B-604.9, grab bars shall be installed in a horizontal position 18 inches (457 mm) minimum and 27 inches (686 mm) maximum above the finish floor measured to the top of the gripping surface. The height of the lower grab bar on the back wall of a bathtub shall comply with Section 11B-607.4.1.1 or 11B-607.4.2.1. 11B-609.5 Surface Hazards - 11B-609.5 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. 11B-609.6 Fittings - 11B-609.6 Fittings - Grab bars shall not rotate within their fittings. 11B-609.7 Installation - 11B-609.7 Installation - Grab bars shall be installed in any manner that provides a gripping surface at the specified locations and that does not obstruct the required clear floor space. 11B-609.8 Structural Strength - 11B-609.8 Structural Strength - Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the grab bar, fastener, mounting device or supporting structure. 11B-609.9 Alternate Configuration - 11B-609.9 Alternate Configuration - L-shaped or U-shaped grab bars shall be permitted. 11B-610 Seats11B-610 Seats 11B-610.1 General - 11B-610.1 General - Seats in bathtubs and shower compartments shall comply with Section 11B-610. 11B-610.2 Bathtub Seats - 11B-610.2 Bathtub Seats - The top of bathtub seats shall be 17 inches (432 mm) minimum and 19 inches (483 mm) maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches (381 mm) minimum and 16 inches (406 mm) maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches (381 mm) deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub. 11B-610.3 Shower Compartment Seats - 11B-610.3 Shower Compartment Seats - A seat in a standard roll-in shower compartment shall be a folding type, shall be installed on the side wall adjacent to the controls, and shall extend from the back wall to a point within 3 inches (76 mm) of the compartment entry. A seat in an alternate roll-in type shower compartment shall be a folding type, shall be installed on the front wall opposite the back wall, and shall extend from the adjacent side wall to a point within 3 inches (76 mm) of the compartment entry. In transfer type showers, the seat shall extend from the back wall to a point within 3 inches (76 mm) of the compartment entry. The top of the seat shall be 17 inches (432 mm) minimum and 19 inches (483 mm) maximum above the bathroom finish floor. When folded, the seat shall extend 6 inches (152 mm) maximum from the mounting wall. Seats shall comply with Section 11B-610.3.1 or 11B-610.3.2. 11B-610.3.1 Rectangular Seats - 11B-610.3.1 Rectangular Seats - The rear edge of a rectangular seat shall be 2-1/2 inches (64 mm) maximum and the front edge 15 inches (381 mm) minimum and 16 inches (406 mm) maximum from the seat wall. The side edge of the seat shall be 1-1/2 inches (38 mm) maximum from the adjacent wall. 11B-610.3.2 L-Shaped Seats - 11B-610.3.2 L-Shaped Seats - The rear edge of an L-shaped seat shall be 2-1/2 inches (64 mm) maximum and the front edge 15 inches (381 mm) minimum and 16 inches (406 mm) maximum from the seat wall. The rear edge of the "L" portion of the seat shall be 1-1/2 inches (38 mm) maximum from the wall and the front edge shall be 14 inches (356 mm) minimum and 15 inches (381 mm) maximum from the wall. The end of the "L" shall be 22 inches (559 mm) minimum and 23 inches (584 mm) maximum from the main seat wall. 11B-610.4 Structural Strength - 11B-610.4 Structural Strength - Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device or supporting structure. Division 7: Communication Elements and Features 11B-701 General11B-701 General 11B-701.1 Scope - 11B-701.1 Scope - The provisions of Division 7 shall apply where required by Division 2 or where referenced by a requirement in this chapter. 11B-702 Fire Alarm Systems11B-702 Fire Alarm Systems 11B-702.1 General - 11B-702.1 General - Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72 and Chapter 9, Sections 907.5.2.1 and 907.5.2.3. 11B-703 Signs11B-703 Signs 11B-703.1 General - 11B-703.1 General - Signs shall comply with Section 11B-703. Where both visual and tactile characters are required, either one sign with both visual and tactile characters or two separate signs, one with visual, and one with tactile characters, shall be provided. 11B-703.1.1 Plan Review and Inspection - 11B-703.1.1 Plan Review and Inspection - Signs as specified in Section 11B-703, or in other sections of this code, when included in the construction of new buildings or facilities, or when included, altered or replaced due to additions, alterations or renovations to existing buildings or facilities, and when a permit is required, shall comply with Sections 11B-703.1.1.1 and 11B-703.1.1.2. 11B-703.1.1.1 Plan Review - 11B-703.1.1.1 Plan Review - Plans, specifications or other information indicating compliance with these regulations shall be submitted to the enforcing agency for review and approval. 11B-703.1.1.2 Inspection - 11B-703.1.1.2 Inspection - Signs and identification devices shall be field inspected after installation and approved by the enforcing agency prior to the issuance of a final certificate of occupancy per Chapter 1, Division II, Section 111, or final approval where no certificate of occupancy is issued. The inspection shall include, but not be limited to, verification that Braille dots and cells are properly spaced and the size, proportion and type of raised characters are in compliance with these regulations. 11B-703.2 Raised Characters - 11B-703.2 Raised Characters - Raised characters shall comply with Section 11B-703.2 and shall be duplicated in Braille complying with Section 11B-703.3. Raised characters shall be installed in accordance with Section 11B-703.4. 11B-703.2.1 Depth - 11B-703.2.1 Depth - Raised characters shall be 1/32 inch (0.8 mm) minimum above their background. 11B-703.2.2 Case - 11B-703.2.2 Case - Characters shall be uppercase. 11B-703.2.3 Style - 11B-703.2.3 Style - Characters shall be sans serif. Characters shall not be italic, oblique, script, highly decorative or of other unusual forms. 11B-703.2.4 Character Proportions - 11B-703.2.4 Character Proportions - Characters shall be selected from fonts where the width of the uppercase letter "O" is 60 percent minimum and 110 percent maximum of the height of the uppercase letter "I". 11B-703.2.5 Character Height - 11B-703.2.5 Character Height - Character height measured vertically from the baseline of the character shall be 5/ 8 inch (15.9 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter "I". 11B-703.2.6 Stroke Thickness - 11B-703.2.6 Stroke Thickness - Stroke thickness of the uppercase letter "I" shall be 15 percent maximum of the height of the character. 11B-703.2.7 Character Spacing - 11B-703.2.7 Character Spacing - Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised character stroke width maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 inch (9.5 mm) minimum. 11B-703.2.8 Line Spacing - 11B-703.2.8 Line Spacing - Spacing between the baselines of separate lines of raised characters within a message shall be 135 percent minimum and 170 percent maximum of the raised character height. 11B-703.2.9 Format - 11B-703.2.9 Format - Text shall be in a horizontal format. 11B-703.3 Braille - 11B-703.3 Braille - Braille shall be contracted (Grade 2) and shall comply with Sections 11B-703.3 and 11B-703.4. 11B-703.3.1 Dimensions and Capitalization - 11B-703.3.1 Dimensions and Capitalization - Braille dots shall have a domed or rounded shape and shall comply with Table 11B-703.3.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials and acronyms. 11B-703.3.2 Position - 11B-703.3.2 Position - Braille shall be positioned below the corresponding text in a horizontal format, flush left or centered. If text is multilined, Braille shall be placed below the entire text. Braille shall be separated 3/8 inch (9.5 mm) minimum and 1/2 inch (12.7 mm) maximum from any other tactile characters and 3/8 inch (9.5 mm) minimum from raised borders and decorative elements. Exception: Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum and shall be located directly below the corresponding raised characters or symbols. 11B-703.4 Installation Height and Location - 11B-703.4 Installation Height and Location - Signs with tactile characters shall comply with Section 11B-703.4. 11B-703.4.1 Height Above Finish Floor or Ground - 11B-703.4.1 Height Above Finish Floor or Ground - Tactile characters on signs shall be located 48 inches (1219 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest Braille cells and 60 inches (1524 mm) maximum above the finish floor or ground surface, measured from the baseline of the highest line of raised characters. Exception:Exception: Tactile characters for elevator car controls shall not be required to comply with Section 11B-703.4.1. 11B-703.4.2 Location - 11B-703.4.2 Location - Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch side. Where a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive leaf. Where a tactile sign is provided at double doors with two active leafs, the sign shall be located to the right of the right hand door. Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 inches (457 mm) minimum by 18 inches (457 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. Where provided, signs identifying permanent rooms and spaces shall be located at the entrance to, and outside of the room or space. Where provided, signs identifying exits shall be located at the exit door when approached in the direction of egress travel. Exception:Exception: In alterations where sign installation locations identified in Section 11B-703.4.2 are obstructed or otherwise unavailable for sign installation, signs with tactile characters shall be permitted on the push side of doors with closers and without hold-open devices. 11B-703.5 Visual Characters - 11B-703.5 Visual Characters - Visual characters shall comply with Section 11B-703.5. Exception:Exception: Where visual characters comply with Section 11B-703.2 and are accompanied by Braille complying with Section 11B-703.3, they shall not be required to comply with Sections 11B-703.5.2 through 11B-703.5.6, 11B- 703.5.8 and 11B-703.5.9. 11B-703.5.1 Finish and Contrast - 11B-703.5.1 Finish and Contrast - Characters and their background shall have a non-glare finish. Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 11B-703.5.2 Case - 11B-703.5.2 Case - Characters shall be uppercase or lowercase or a combination of both. 11B-703.5.3 Style Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative or of other unusual forms. 11B-703.5.4 Character Proportions - 11B-703.5.4 Character Proportions - Characters shall be selected from fonts where the width of the uppercase letter "O" is 60 percent minimum and 110 percent maximum of the height of the uppercase letter "I". 11B-703.5.5 Character Height - 11B-703.5.5 Character Height - Minimum character height shall comply with Table 11B-703.5.5. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. Character height shall be based on the uppercase letter "I". Exception:Exception: Where provided, floor plans providing emergency procedures information in accordance with Title 19 shall not be required to comply with Section 11B-703.5.5. 1. 2. 3. 1. 2. 11B-703.5.6 Height From Finish Floor or Ground - 11B-703.5.6 Height From Finish Floor or Ground - Visual characters shall be 40 inches (1016 mm) minimum above the finish floor or ground. Exceptions:Exceptions: Visual characters indicating elevator car controls shall not be required to comply with Section 11B-703.5.6. Floor-level exit signs complying with Chapter 10, Section 1013.7 shall not be required to comply with Section 11B-703.5.6. Where provided, floor plans providing emergency procedures information in accordance with Title 19 shall not be required to comply with Section 11B-703.5.6. 11B-703.5.7 Stroke Thickness - 11B-703.5.7 Stroke Thickness - Stroke thickness of the uppercase letter "I" shall be 10 percent minimum and 20 percent maximum of the height of the character. 11B-703.5.8 Character Spacing - 11B-703.5.8 Character Spacing - Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spacing between individual characters shall be 10 percent minimum and 35 percent maximum of character height. 11B-703.5.9 Line Spacing - 11B-703.5.9 Line Spacing - Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum and 170 percent maximum of the character height. 11B-703.5.10 Format - 11B-703.5.10 Format - Text shall be in a horizontal format. 11B-703.6 Pictograms - 11B-703.6 Pictograms - Pictograms shall comply with Section 11B-703.6. 11B-703.6.1 Pictogram Field - 11B-703.6.1 Pictogram Field - Pictograms shall have a field height of 6 inches (152 mm) minimum. Characters and Braille shall not be located in the pictogram field. 11B-703.6.2 Finish and Contrast - 11B-703.6.2 Finish and Contrast - Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. 11B-703.6.3 Text Descriptors - 11B-703.6.3 Text Descriptors - Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall comply with Sections 11B-703.2, 11B-703.3 and 11B-703.4. 11B-703.7 Symbols of Accessibility - 11B-703.7 Symbols of Accessibility - Symbols of accessibility shall comply with Section 11B-703.7. 11B-703.7.1 Finish and Contrast - 11B-703.7.1 Finish and Contrast - Symbols of accessibility and their background shall have a non-glare finish. Symbols of accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. 11B-703.7.2 Symbols11B-703.7.2 Symbols 11B-703.7.2.1 International Symbol of Accessibility - 11B-703.7.2.1 International Symbol of Accessibility - The International Symbol of Accessibility shall comply with Figure 11B-703.7.2.1. The symbol shall consist of a white figure on a blue background. The color blue shall approximate FS 15090 in Federal Standard 595C. A border may be provided inside or outside of the minimum required International Symbol of Accessibility dimension. Exceptions:Exceptions: The appropriate enforcement agency may approve other colors provided the symbol contrast is light on dark or dark on light. On the accessibility function button on hall call consoles in a destination-oriented elevator system the International Symbol of Accessibility shall be a white symbol on a black background. 11B-703.7.2.2 International Symbol of TTY - 11B-703.7.2.2 International Symbol of TTY - The International Symbol of TTY shall comply with Figure 11B-703.7.2.2. 11B-703.7.2.3 Volume Control Telephones - 11B-703.7.2.3 Volume Control Telephones - Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 11B-703.7.2.3. 11B-703.7.2.4 Assistive Listening Systems - 11B-703.7.2.4 Assistive Listening Systems - Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 11B-703.7.2.4. 11B-703.7.2.5 Reserved11B-703.7.2.5 Reserved 11B-703.7.2.6 Toilet and Bathing Facilities Geometric Symbols - 11B-703.7.2.6 Toilet and Bathing Facilities Geometric Symbols - Geometric symbols at entrances to toilet and bathing rooms shall be mounted at 58 inches (1473 mm) minimum and 60 inches (1524 mm) maximum above the finish floor or ground surface measured from the centerline of the symbol. Where a door is provided the symbol shall be mounted within 1 inch (25 mm) of the vertical centerline of the door. 11B-703.7.2.6.1 Men's Toilet and Bathing Facilities - 11B-703.7.2.6.1 Men's Toilet and Bathing Facilities - A triangle symbol shall be located at entrances to men's toilet and bathing facilities. The triangle symbol shall be an equilateral triangle 1/4 inch (6.4 mm) thick with edges 12 inches (305 mm) long and a vertex pointing upward. The color of the triangle symbol shall contrast with the color of the door or surface on which the triangle symbol is mounted, either light on a dark background or dark on a light background. Exception:Exception: Within secure perimeter of detention and correctional facilities, geometric symbols shall not be required to be 1/4 inch (6.4 mm) thick. 11B-703.7.2.6.2 Women's Toilet and Bathing Facilities - 11B-703.7.2.6.2 Women's Toilet and Bathing Facilities - A circle symbol shall be located at entrances to women's toilet and bathing facilities. The circle symbol shall be 1/4 inch (6.4 mm) thick and 12 inches (305 mm) in diameter. The color of the circle symbol shall contrast with the color of the door or surface on which the circle symbol is mounted, either light on a dark background or dark on a light background. Exception:Exception: Within secure perimeter of detention and correctional facilities, geometric symbols shall not be required to be 1/4 inch (6.4 mm) thick. 11B-703.7.2.6.3 Unisex Toilet and Bathing Facilities - 11B-703.7.2.6.3 Unisex Toilet and Bathing Facilities - A combined circle and triangle symbol shall be located at entrances to unisex toilet and bathing facilities. The combined circle and triangle symbol shall consist of a circle symbol 1/4 inch (6.4 mm) thick and 12 inches (305 mm) in diameter with a 1/4 inch (6.4 mm) thick equilateral triangle symbol superimposed on and geometrically inscribed within the 12-inch (305 mm) diameter of the circle symbol. The vertices of the triangle symbol shall be located 1/ 4 inch (6.4 mm) maximum from the edge of the circle symbol with a vertex pointing upward. The color of the triangle symbol shall contrast with the color of the circle symbol, either light on a dark background or dark on a light background. The color of the circle symbol shall contrast with the color of the door or surface on which the combined circle and triangle symbol is mounted, either light on a dark background or dark on a light background. Exception:Exception: Within secure perimeter of detention and correctional facilities, geometric symbols shall not be required to be 1/4 inch (6.4 mm) thick. 11B-703.7.2.6.4 Edges and Vertices on Geometric Symbols - 11B-703.7.2.6.4 Edges and Vertices on Geometric Symbols - Edges shall be eased or rounded at 1/16 inch (1.59 mm) minimum, or chamfered at 1/8 inch (3.2 mm) maximum. Vertices shall be radiused between 1/8 inch (3.2 mm) minimum and 1/4 inch (6.4 mm) maximum. 11B-703.7.2.7 Pedestrian Traffic-Control Buttons - 11B-703.7.2.7 Pedestrian Traffic-Control Buttons - Pole-supported pedestrian traffic-control buttons shall be identified with color coding consisting of a textured horizontal yellow band 2 inches (51 mm) in width encircling the pole, and a 1-inch-wide (25 mm) dark border band above and below this yellow band. Color coding shall be placed immediately above the control button. Control buttons shall be located no higher than 48 inches (1219 mm) above the ground surface adjacent to the pole. 11B-703.8 Variable Message Signs11B-703.8 Variable Message Signs 11B-703.8.1 General - 11B-703.8.1 General - High resolution variable message sign (VMS) characters shall comply with Sections 11B-703.5 and 11B-703.8.12 through 11B-703.8.14. Low resolution variable message sign (VMS) characters shall comply with Section 11B-703.8. 11B-703.8.2 Case - 11B-703.8.2 Case - Low resolution VMS characters shall be uppercase. 11B-703.8.3 Style - 11B-703.8.3 Style - Low resolution VMS characters shall be conventional in form, shall be sans serif, and shall not be italic, oblique, script, highly decorative or of other unusual forms. 11B-703.8.4 Character Height - 11B-703.8.4 Character Height - The uppercase letter "I" shall be used to determine the allowable height of all low resolution VMS characters of a font. Viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing further approach towards the sign. The uppercase letter "I" of the font shall have a minimum height complying with Table 11B-703.8.4. Exception:Exception: In assembly seating where the maximum viewing distance is 100 feet (30.5 m) or greater, the height of the uppercase "I" of low resolution VMS fonts shall be permitted to be 1 inch (25 mm) for every 30 feet (9144 mm) of viewing distance, provided the character height is 8 inches (203 mm) minimum. Viewing distance shall be measured as the horizontal distance between the character and where someone is expected to view the sign. 11B-703.8.5 Character Width - 11B-703.8.5 Character Width - The uppercase letter "O" shall be used to determine the allowable width of all low resolution VMS characters of a font. Low resolution VMS characters shall comply with the pixel count for character width in Table 11B-703.8.5. 11B-703.8.6 Stroke Width - 11B-703.8.6 Stroke Width - The uppercase letter "I" shall be used to determine the allowable stroke width of all low resolution VMS characters of a font. Low resolution VMS characters shall comply with the pixel count for stroke width in Table 11B-703.8.5. 11B-703.8.7 Character Spacing - 11B-703.8.7 Character Spacing - Spacing shall be measured between the two closest points of adjacent low resolution VMS characters within a message, excluding word spaces. Low resolution VMS character spacing shall comply with the pixel count for character spacing in Table 11B-703.8.5. 11B-703.8.8 Line Spacing - 11B-703.8.8 Line Spacing - Low resolution VMS characters shall comply with Section 11B-703.5.9. 11B-703.8.9 Height Above Floor - 11B-703.8.9 Height Above Floor - Low resolution VMS characters shall be 40 inches (1016 mm) minimum above the floor of the viewing position, measured to the baseline of the character. Heights of low resolution variable message sign characters shall comply with Table 11B-703.8.4, based on the size of the characters on the sign. No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 5 P M 01/23/2026 Checker Author CAP030945 T153 ACCESSIBILITY NOTES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1. 2. 11B-703.8.10 Finish - 11B-703.8.10 Finish - The background of low resolution VMS characters shall have a nonglare finish. 11B-703.8.11 Contrast - 11B-703.8.11 Contrast - Low resolution VMS characters shall be light characters on a dark background. 11B-703.8.12 Protective Covering - 11B-703.8.12 Protective Covering - Where a protective layer is placed over VMS characters through which the VMS characters must be viewed, the protective covering shall have a nonglare finish. 11B-703.8.13 Brightness - 11B-703.8.13 Brightness - The brightness of variable message signs in exterior locations shall automatically adjust in response to change in ambient light levels. 11B-703.8.14 Rate of Change - 11B-703.8.14 Rate of Change - Where a VMS message can be displayed in its entirety on a single screen, it shall be displayed on a single screen and shall remain motionless on the screen for a minimum 3 seconds or 1 second minimum for every seven characters of the message including spaces, whichever is longer. 11B-704 Telephones11B-704 Telephones 11B-704.1 General - 11B-704.1 General - Public telephones shall comply with Section 11B-704. 11B-704.2 Wheelchair Accessible Telephones - 11B-704.2 Wheelchair Accessible Telephones - Wheelchair accessible telephones shall comply with Section 11B-704.2. 11B-704.2.1 Clear Floor or Ground Space - 11B-704.2.1 Clear Floor or Ground Space - A clear floor or ground space complying with Section 11B-305 shall be provided. The clear floor or ground space shall not be obstructed by bases, enclosures or seats. 11B-704.2.1.1 Parallel Approach - 11B-704.2.1.1 Parallel Approach - Where a parallel approach is provided, the distance from the edge of the telephone enclosure to the face of the telephone unit shall be 10 inches (254 mm) maximum. 11B-704.2.1.2 Forward Approach - 11B-704.2.1.2 Forward Approach - Where a forward approach is provided at a telephone within an enclosure, the counter may extend beyond the face of the telephone 20 inches (508 mm) into the required clear floor or ground space and the enclosure may extend beyond the face of the telephone 24 inches (610 mm). If an additional 6 inches (152 mm) in width of clear floor space is provided, creating a clear floor space of 36 inches by 48 inches (914 mm by 1219 mm), the enclosure may extend more than 24 inches (610 mm) beyond the face of the telephone. 11B-704.2.2 Operable Parts - 11B-704.2.2 Operable Parts - Operable parts shall comply with Section 11B-309. Telephones shall have push-button controls where such service is available. 11B-704.2.3 Telephone Directories - 11B-704.2.3 Telephone Directories - Telephone directories, where provided, shall be located in accordance with Section 11B-309. 11B-704.2.4 Cord Length - 11B-704.2.4 Cord Length - The cord from the telephone to the handset shall be 29 inches (737 mm) long minimum. 11B-704.3 Volume Control Telephones - 11B-704.3 Volume Control Telephones - Public telephones required to have volume controls shall be equipped with a receive volume control that provides a gain adjustable up to 20 dB minimum. For incremental volume control, provide at least one intermediate step of 12 dB of gain minimum. An automatic reset shall be provided. Volume control telephones shall be equipped with a receiver that generates a magnetic field in the area of the receiver cap. Public telephones with volume control shall be hearing aid compatible. 11B-704.4 TTYs - 11B-704.4 TTYs - TTYs provided at a public pay telephone shall be permanently affixed within, or adjacent to, the telephone enclosure. Where an acoustic coupler is used, the telephone cord shall be sufficiently long to allow connection of the TTY and the telephone receiver. 11B-704.4.1 Height - 11B-704.4.1 Height - When in use, the touch surface of TTY keypads shall be 34 inches (864 mm) minimum above the finish floor. Exception:Exception: Where seats are provided, TTYs shall not be required to comply with Section 11B-704.4.1. 11B-704.5 TTY Shelf - 11B-704.5 TTY Shelf - Public pay telephones required to accommodate portable TTYs shall be equipped with a shelf and an electrical outlet within or adjacent to the telephone enclosure. The telephone handset shall be capable of being placed flush on the surface of the shelf. The shelf shall be capable of accommodating a TTY and shall have 6 inches (152 mm) minimum vertical clearance above the area where the TTY is to be placed. 11B-705 Detectable Warnings and Detectable Directional Texture11B-705 Detectable Warnings and Detectable Directional Texture 11B-705.1 Detectable Warnings11B-705.1 Detectable Warnings 11B-705.1.1 General - 11B-705.1.1 General - Detectable warnings shall consist of a surface of truncated domes and shall comply with Section 11B-705. 11B-705.1.1.1 Dome Size - 11B-705.1.1.1 Dome Size - Truncated domes in a detectable warning surface shall have a base diameter of 0.9 inch (22.9 mm) minimum and 0.92 inch (23.4 mm) maximum, a top diameter of 0.45 inch (11.4 mm) minimum and 0.47 inch (11.9 mm) maximum, and a height of 0.2 inch (5.1 mm). 11B-705.1.1.2 Dome Spacing - 11B-705.1.1.2 Dome Spacing - Truncated domes in a detectable warning surface shall have a center- to-center spacing of 2.3 inches (58 mm) minimum and 2.4 inches (61 mm) maximum, and a base-to- base spacing of 0.65 inch (16.5 mm) minimum, measured between the most adjacent domes on a square grid. Exception:Exception: Where installed in a radial pattern, truncated domes shall have a center-to-center spacing of 1.6 inches (41 mm) minimum to 2.4 inches (61 mm) maximum. 11B-705.1.1.3 Color and Contrast - 11B-705.1.1.3 Color and Contrast - Detectable warning surfaces shall comply with Section 11B-705.1.1.3.1. The material used to comply with this section shall be an integral part of the detectable warning surface. Exceptions:Exceptions: Replacement of less than 20 percent of existing detectable warnings at a single contiguous location shall be permitted to be in-kind at existing curb ramps, islands or cut-through medians with detectable warnings in compliance with the code requirements in effect at the time of installation. Existing installed detectable warnings at curb ramps, islands or cut-through medians may comply with Section 11B-705.1.1.3.2 in lieu of Section 11B-705.1.1.3.1. 11B-705.1.1.3.1 - 11B-705.1.1.3.1 - Detectable warning surfaces shall be yellow and approximate 33538 of SAE AMSSTD-595A. 11B-705.1.1.3.2 - 11B-705.1.1.3.2 - Detectable warning surfaces shall provide a 70 percent minimum visual contrast with adjacent walking surfaces. Contrast in percent shall be determined by: Contrast percent = [(B1-B2)/B1] × 100 where B1 = light reflectance value (LRV) of the lighter area and B2 = light reflectance value (LRV) of the darker area. Exception:Exception: Where the detectable warning surface does not provide a 70 percent minimum contrast with adjacent walking surfaces, a 1-inch (25 mm) wide minimum visually contrasting surface shall separate the detectable warning from adjacent walking surfaces. The visually contrasting surface shall contrast with both the detectable warning and adjacent walking surfaces, either light-on-dark or dark-on-light. 11B-705.1.1.4 Resiliency - 11B-705.1.1.4 Resiliency - Detectable warning surfaces shall differ from adjoining surfaces in resiliency or sound-on-cane contact. Exception:Exception: Detectable warning surfaces at curb ramps, islands or cut-through medians shall not be required to comply with Section 11B-705.1.1.4. 11B-705.1.2 Locations - 11B-705.1.2 Locations - Detectable warnings at the following locations shall comply with Section 11B-705.1. 11B-705.1.2.1 Platform Edges - 11B-705.1.2.1 Platform Edges - Detectable warning surfaces at platform boarding edges shall be 24 inches (610 mm) wide and shall extend the full length of the public use areas of the platform. 11B-705.1.2.2 Curb Ramps - 11B-705.1.2.2 Curb Ramps - Detectable warnings at curb ramps shall comply with Section 11B-705.1.2.2. 11B-705.1.2.2.1 Perpendicular Curb Ramps - 11B-705.1.2.2.1 Perpendicular Curb Ramps - Detectable warnings at curb ramps shall extend 36 inches (914 mm) in the direction of travel. Detectable warnings shall extend the full width of the ramp run less 2 inches (51 mm) maximum on each side, excluding any flared sides. Detectable warnings shall be located so the edge nearest the curb is 6 inches (152 mm) minimum and 8 inches (203 mm) maximum from the demarcation line at the face of the curb between the curb and the gutter, street or highway. 11B-705.1.2.2.2 Parallel Curb Ramps - 11B-705.1.2.2.2 Parallel Curb Ramps - Detectable warnings at parallel curb ramps shall be located so the edge nearest the curb is 6 inches (152 mm) minimum and 8 inches (203 mm) maximum from the demarcation line at the face of the curb between the curb and the gutter, street or highway. Detectable warnings shall extend the full width of the turning space at the demarcation between the street and the sidewalk less 2 inches (51 mm) maximum on each side. 1. 2. 1. 2. 1. 2. 3. 1. 2. 3. 1. 2. 3. 11B-705.1.2.2.2.1 One Entrance/Exit Point - 11B-705.1.2.2.2.1 One Entrance/Exit Point - Where the turning space has one entrance/exit point other than the sloped ramp segments, detectable warnings shall be 36 inches (914 mm) deep, as measured perpendicular to the curb, and the turning space shall provide a minimum 36 inches (914 mm) wide portion without detectable warnings to allow pedestrian travel in the direction of the sidewalk without travelling over the detectable warnings. Exceptions:Exceptions: Where it is technically infeasible to provide a minimum 72 inches (1828 mm) wide turning space, as measured perpendicular to the curb, the depth of detectable warnings may be reduced to 24 inches (610 mm) minimum. Existing parallel curb ramps with detectable warnings in compliance with the code requirements in effect at the time of installation shall not be required to provide a minimum 36 inches (914 mm) wide portion of the turning space without detectable warnings. 11B-705.1.2.2.2.2 Two Entrance/Exit Points - 11B-705.1.2.2.2.2 Two Entrance/Exit Points - Where the turning space has two entrance/exit points other than the sloped ramp segments, detectable warnings shall be 36 inches (914 mm) deep at both entrance/exit points, as measured perpendicular to the curb, and the turning space shall provide a minimum 36 inches (914 mm) wide portion without detectable warnings to allow pedestrian travel in the direction of the sidewalk without travelling over the detectable warnings. Exceptions:Exceptions: Where it is technically infeasible to provide a minimum 108 inches (2743 mm) wide turning space, as measured perpendicular to the curb, the depth of detectable warnings may be reduced to 24 inches (610 mm) minimum. Existing parallel curb ramps with detectable warnings in compliance with the code requirements in effect at the time of installation shall not be required to provide a minimum 36 inches (914 mm) wide portion of the turning space without detectable warnings. 11B-705.1.2.3 Islands or Cut-Through Medians - 11B-705.1.2.3 Islands or Cut-Through Medians - Detectable warnings at pedestrian islands or cut- through medians shall be 36 inches (914 mm) minimum in depth extending the full width of the pedestrian path or cut-through less 2 inches (51 mm) maximum on each side, placed at the edges of the pedestrian island or cut-through median, and shall be separated by 24 inches (610 mm) minimum of walking surface without detectable warnings. Exception:Exception: Detectable warnings shall be 24 inches (610 mm) minimum in depth at pedestrian islands or cut-through medians that are less than 96 inches (2438 mm) in length in the direction of pedestrian travel. 11B-705.1.2.4 Bus Stops - 11B-705.1.2.4 Bus Stops - When detectable warnings are provided at bus stop boarding and alighting areas, the detectable warnings shall extend the full width of the boarding/alighting area and shall be 36 inches (914 mm) minimum in depth. 11B-705.1.2.5 Blended Transitions - 11B-705.1.2.5 Blended Transitions - Detectable warnings at blended transitions shall be 36 inches (914 mm) in width. 11B-705.1.2.6 Reflecting Pools - 11B-705.1.2.6 Reflecting Pools - When detectable warnings are provided at reflecting pools, it shall be 24 inches (610 mm) minimum and 36 inches (914 mm) maximum in width. 11B-705.1.2.7 Track Crossings - 11B-705.1.2.7 Track Crossings - Detectable warnings at track crossings shall be 36 inches (914 mm) in the direction of pedestrian travel and extend the full width of the circulation path. 11B-705.2 Detectable Directional Texture - 11B-705.2 Detectable Directional Texture - Detectable directional texture at transit boarding platforms shall comply with Figure 11B-705.2 and shall be 0.1 inch (2.5 mm) in height that tapers off to 0.04 inch (1.0 mm), with bars raised 0.2 inch (5.1 mm) from the surface. The raised bars shall be 1.3 inches (33 mm) wide and 3 inches (76 mm) from center-to-center of each bar. This surface shall differ from adjoining walking surfaces in resiliency or sound-on-cane contact. The color shall be yellow and approximate FS 33538 of Federal Standard 595C. This surface will be placed directly behind the yellow detectable warning texture specified in Section 11B-705.1.2.1, aligning with all doors of the transit vehicles where passengers will embark. The width of the directional texture shall be equal to the width of the transit vehicle's door opening. The depth of the texture shall not be less than 36 inches (914 mm). 11B-705.3 Product Approval - 11B-705.3 Product Approval - Only approved DSA-AC detectable warning products and directional surfaces shall be installed as provided in the California Code of Regulations (CCR), Title 24, Part 1, Chapter 5, Articles 2, 3 and 4. Refer to CCR Title 24, Part 12, Chapter 11B, Section 12-11B.205 for building and facility access specifications for product approval for detectable warning products and directional surfaces. 11B-706 Assistive Listening Systems11B-706 Assistive Listening Systems 11B-706.1 General - 11B-706.1 General - Assistive listening systems required in assembly areas, conference and meeting rooms shall comply with Section 11B-706. 11B-706.2 Receiver Jacks - 11B-706.2 Receiver Jacks - Receivers required for use with an assistive listening system shall include a 1/8 inch (3.2 mm) standard mono jack. 11B-706.3 Receiver Hearing-Aid Compatibility - 11B-706.3 Receiver Hearing-Aid Compatibility - Receivers required to be hearing-aid compatible shall interface with telecoils in hearing aids through the provision of neckloops. 11B-706.4 Sound Pressure Level - 11B-706.4 Sound Pressure Level - Assistive listening systems shall be capable of providing a sound pressure level of 110 dB minimum and 118 dB maximum with a dynamic range on the volume control of 50 dB. 11B-706.5 Signal-to-Noise Ratio - 11B-706.5 Signal-to-Noise Ratio - The signal-to-noise ratio for internally generated noise in assistive listening systems shall be 18 dB minimum. 11B-706.6 Peak Clipping Level - 11B-706.6 Peak Clipping Level - Peak clipping shall not exceed 18 dB of clipping relative to the peaks of speech. 11B-707 Automatic Teller Machines, Fare Machines and Point-of-Sale Devices11B-707 Automatic Teller Machines, Fare Machines and Point-of-Sale Devices 11B-707.1 General - 11B-707.1 General - Automatic teller machines, fare machines and point-of-sale devices shall comply with Section 11B-707. 11B-707.2 Clear Floor or Ground Space - 11B-707.2 Clear Floor or Ground Space - A clear floor or ground space complying with Section 11B-305 shall be provided. Exception:Exception: Clear floor or ground space shall not be required at drive-up only automatic teller machines and fare machines. 11B-707.3 Operable Parts - 11B-707.3 Operable Parts - Operable parts shall comply with Section 11B-309. Unless a clear or correct key is provided, each operable part shall be able to be differentiated by sound or touch, without activation. Exceptions:Exceptions: Drive-up only automatic teller machines and fare machines shall not be required to comply with Sections 11B-309.2 and 11B-309.3. Where automatic teller machines and fare machines do not require compliance with Section 11B-707.2, compliance with Sections 11B-309.2 and 11B-309.3 shall not be required. Where point-of-sale devices do not require compliance with Section 11B-707.2, compliance with Sections 11B-309.2 and 11B-309.3 shall not be required. 11B-707.4 Privacy - 11B-707.4 Privacy - Automatic teller machines shall provide the opportunity for the same degree of privacy of input and output available to all individuals. 11B-707.5 Speech Output - 11B-707.5 Speech Output - Machines shall be speech enabled. Operating instructions and orientation, visible transaction prompts, user input verification, error messages, and all displayed information for full use shall be accessible to and independently usable by individuals with vision impairments. Speech shall be delivered through a mechanism that is readily available to all users, including but not limited to, an industry standard connector or a telephone handset. Speech shall be recorded or digitized human, or synthesized. Exceptions:Exceptions: Audible tones shall be permitted instead of speech for visible output that is not displayed for security purposes, including but not limited to, asterisks representing personal identification numbers. Advertisements and other similar information shall not be required to be audible unless they convey information that can be used in the transaction being conducted. Where speech synthesis cannot be supported, dynamic alphabetic output shall not be required to be audible. 11B-707.5.1 User Control - 11B-707.5.1 User Control - Speech shall be capable of being repeated or interrupted. Volume control shall be provided for the speech function. Exception:Exception: Speech output for any single function shall be permitted to be automatically interrupted when a transaction is selected. 11B-707.5.2 Receipts - 11B-707.5.2 Receipts - Where receipts are provided, speech output devices shall provide audible balance inquiry information, error messages and all other information on the printed receipt necessary to complete or verify the transaction. Exceptions: Machine location, date and time of transaction, customer account number, and the machine identifier shall not be required to be audible. Information on printed receipts that duplicates information available on-screen shall not be required to be presented in the form of an audible receipt. Printed copies of bank statements and checks shall not be required to be audible. 11B-707.6 Input - 11B-707.6 Input - Input devices shall comply with Section 11B-707.6. 11B-707.6.1 Input Controls - 11B-707.6.1 Input Controls - At least one tactilely discernible input control shall be provided for each function. Where provided, key surfaces not on active areas of display screens, shall be raised above surrounding surfaces. Where membrane keys are the only method of input, each shall be tactilely discernible from surrounding surfaces and adjacent keys. 11B-707.6.2 Numeric Keys - 11B-707.6.2 Numeric Keys - Numeric keys shall be arranged in a 12-key ascending or descending telephone keypad layout. The number five key shall be tactilely distinct from the other keys. Division 7: Communication Elements and Features Continued 11B-707.6.3 Function Keys - 11B-707.6.3 Function Keys - Function keys shall comply with Section 11B-707.6.3. 11B-707.6.3.1 Contrast - 11B-707.6.3.1 Contrast - Function keys shall contrast visually from background surfaces. Characters and symbols on key surfaces shall contrast visually from key surfaces. Visual contrast shall be either light-on-dark or dark-on-light. Exception:Exception: Tactile symbols required by Section 11B-707.6.3.2 shall not be required to comply with Section 11B-707.6.3.1. 11B-707.6.3.2 Tactile Symbols - 11B-707.6.3.2 Tactile Symbols - Function key surfaces shall have tactile symbols as follows: Enter or Proceed key: raised circle; Clear or Correct key: raised left arrow; Cancel key: raised letter ex; Add Value key: raised plus sign; Decrease Value key: raised minus sign. 11B-707.7 Display Screen - 11B-707.7 Display Screen - The display screen shall comply with Section 11B-707.7. Exception:Exception: Drive-up only automatic teller machines and fare machines shall not be required to comply with Section 11B-707.7.1. 11B-707.7.1 Visibility - 11B-707.7.1 Visibility - The display screen shall be visible from a point located 40 inches (1016 mm) above the center of the clear floor space in front of the machine. 11B-707.7.1.1 Vertically Mounted Display Screen - 11B-707.7.1.1 Vertically Mounted Display Screen - Where display screens are mounted vertically or tipped away from the viewer less than 30 degrees, the center line of the display screen and other display devices shall be no more than 52 inches (1321 mm) above the floor or ground surface. 11B-707.7.1.2 Angle-Mounted Display Screen - 11B-707.7.1.2 Angle-Mounted Display Screen - Where display screens are mounted tipped away from the viewer 30 degrees to less than 60 degrees from vertical, the center line of the display screen and other display devices shall be no more than 44 inches (1118 mm) above the floor or ground surface. 11B-707.7.1.3 Horizontally Mounted Display Screen - 11B-707.7.1.3 Horizontally Mounted Display Screen - Where display screens are mounted tipped away from the viewer 60 degrees to 90 degrees (horizontal) from vertical, the center line of the display screen and other display devices shall be no more than 34 inches (864 mm) above the floor or ground surface. 11B-707.7.2 Characters - 11B-707.7.2 Characters - Characters displayed on the screen shall be in a sans serif font. Characters shall be 3/ 16 inch (4.8 mm) high minimum based on the uppercase letter "I". Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 11B-707.8 Braille Instructions - 11B-707.8 Braille Instructions - Braille instructions for initiating the speech mode shall be provided. Braille shall comply with Section 11B-703.3. 11B-707.9 Point-of-Sale Devices - 11B-707.9 Point-of-Sale Devices - Point-of-sale devices shall comply with Section 11B-707.9. 11B-707.9.1 General - 11B-707.9.1 General - Point-of-sale systems that include a video touch screen or any other non-tactile keypad shall be equipped with either of the following: 11B-707.9.1.1 Tactilely Discernible Numerical Keypad - 11B-707.9.1.1 Tactilely Discernible Numerical Keypad - A tactilely discernible numerical keypad similar to a telephone keypad containing a raised dot with a dot base diameter between 1.5 mm and 1.6 mm and a height between 0.6 mm and 0.9 mm on the number 5 key that enables a visually impaired person to enter his or her own personal identification number or any other personal information necessary to process the transaction in a manner that provides the opportunity for the same degree of privacy input and output available to all individuals. 11B-707.9.1.2 Other Technology - 11B-707.9.1.2 Other Technology - Other technology, such as a radio frequency identification device, fingerprint biometrics or some other mechanism that enables a visually impaired person to access the video touch screen device with his or her personal identifier and to process his or her transaction in a manner that provides the opportunity for the same degree of privacy input and output available to all individuals. Where a video screen overlay is provided it shall be equipped with a tactilely discernible numerical keypad complying with Section 11B-707.9.1.1. 11B-708 Two-Way Communication Systems11B-708 Two-Way Communication Systems 11B-708.1 General - 11B-708.1 General - Two-way communication systems shall comply with Section 11B-708. 11B-708.2 Audible and Visual Indicators - 11B-708.2 Audible and Visual Indicators - The system shall provide both audible and visual signals. 11B-708.3 Handsets - 11B-708.3 Handsets - Handset cords, if provided, shall be 29 inches (737 mm) long minimum. 11B-708.4 Residential Dwelling Unit Communication Systems - 11B-708.4 Residential Dwelling Unit Communication Systems - Communications systems between a residential dwelling unit and a site, building or floor entrance shall comply with Section 11B-708.4. 11B-708.4.1 Common Use or Public Use System Interface - 11B-708.4.1 Common Use or Public Use System Interface - The common use or public use system interface shall include the capability of supporting voice and TTY communication with the residential dwelling unit interface. 11B-708.4.2 Residential Dwelling Unit Interface - 11B-708.4.2 Residential Dwelling Unit Interface - The residential dwelling unit system interface shall include a telephone jack capable of supporting voice and TTY communication with the common use or public use system interface. Division 9: Built-In Elements 11B-901 General11B-901 General 11B-901.1 Scope - 11B-901.1 Scope - The provisions of Division 9 shall apply where required by Division 2 or where referenced by a requirement in this chapter. 11B-902 Dining Surfaces and Work Surfaces11B-902 Dining Surfaces and Work Surfaces 11B-902.1 General - 11B-902.1 General - Dining surfaces and work surfaces shall comply with Sections 11B-902.2 and 11B-902.3. Exception:Exception: Dining surfaces and work surfaces for children's use shall be permitted to comply with Section 11B-902.4. 11B-902.2 Clear Floor or Ground Space - 11B-902.2 Clear Floor or Ground Space - A clear floor space complying with Section 11B-305 positioned for a forward approach shall be provided. Knee and toe clearance complying with Section 11B-306 shall be provided. 11B-902.3 Height - 11B-902.3 Height - The tops of dining surfaces and work surfaces shall be 28 inches (711 mm) minimum and 34 inches (864 mm) maximum above the finish floor or ground. 11B-902.4 Dining Surfaces and Work Surfaces for Children's Use - 11B-902.4 Dining Surfaces and Work Surfaces for Children's Use - Accessible dining surfaces and work surfaces for children's use shall comply with Section 11B-902.4. Exception:Exception: Dining surfaces and work surfaces that are used primarily by children 5 years and younger shall not be required to comply with Section 11B-902.4 where a clear floor or ground space complying with Section 11B-305 positioned for a parallel approach is provided. 11B-902.4.1 Clear Floor or Ground Space - 11B-902.4.1 Clear Floor or Ground Space - A clear floor space complying with Section 11B-305 positioned for forward approach shall be provided. Knee and toe clearance complying with Section 11B-306 shall be provided, except that knee clearance 24 inches (610 mm) minimum above the finish floor or ground shall be permitted. 11B-902.4.2 Height - 11B-902.4.2 Height - The tops of tables and counters shall be 26 inches (660 mm) minimum and 30 inches (762 mm) maximum above the finish floor or ground. 11B-903 Benches11B-903 Benches 11B-903.1 General - 11B-903.1 General - Benches shall comply with Section 11B-903. 11B-903.2 Clear Floor or Ground Space11B-903.2 Clear Floor or Ground Space - Clear floor or ground space complying with Section 11B-305 shall be provided and shall be positioned at the end of the bench seat and parallel to the short axis of the bench. 11B-903.3 Size - 11B-903.3 Size - Benches shall have seats that are 48 inches (1219 mm) long minimum and 20 inches (508 mm) deep minimum and 24 inches (610 mm) deep maximum. 11B-903.4 Back Support - 11B-903.4 Back Support - The bench shall provide for back support or shall be affixed to a wall along its long dimension. Back support shall be 48 inches (1219 mm) long minimum and shall extend from a point 2 inches (51 mm) maximum above the seat surface to a point 18 inches (457 mm) minimum above the seat surface. Back support shall be 2-1/2 inches (64 mm) maximum from the rear edge of the seat measured horizontally. 11B-903.5 Height - 11B-903.5 Height - The top of the bench seat surface shall be 17 inches (432 mm) minimum and 19 inches (483 mm) maximum above the finish floor or ground. 11B-903.6 Structural Strength - 11B-903.6 Structural Strength - Benches shall be affixed to the wall or floor. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on the seat, fastener, mounting device or supporting structure. 11B-903.7 Wet Locations - 11B-903.7 Wet Locations - Where installed in wet locations, the surface of the seat shall be slip resistant and shall not accumulate water. 11B-904 Check-Out Aisles and Sales and Service Counters11B-904 Check-Out Aisles and Sales and Service Counters 11B-904.1 General - 11B-904.1 General - Check-out aisles and sales and service counters shall comply with the applicable requirements of Section 11B-904. 11B-904.2 Approach - 11B-904.2 Approach - All portions of counters required to comply with Section 11B-904 shall be located adjacent to a walking surface complying with Section 11B-403. 11B-904.3 Check-Out Aisles - 11B-904.3 Check-Out Aisles - Check-out aisles shall comply with Section 11B-904.3. 11B-904.3.1 Aisle - 11B-904.3.1 Aisle - Aisles shall comply with Section 11B-403. 11B-904.3.2 Counter - 11B-904.3.2 Counter - The counter surface height shall be 38 inches (965 mm) maximum above the finish floor or ground. The top of the counter edge protection shall be 2 inches (51 mm) maximum above the top of the counter surface on the aisle side of the check-out counter. 11B-904.3.3 Check Writing Surfaces - 11B-904.3.3 Check Writing Surfaces - Where provided, check writing surfaces shall comply with Section 11B-902.3. 11B-904.3.4 Identification Sign - 11B-904.3.4 Identification Sign - When not all check-out aisles are accessible, accessible check-out aisles shall be identified by a sign clearly visible to a person in a wheelchair displaying the International Symbol of Accessibility complying with Section 11B-703.7.2.1. The sign shall be a minimum of 4 inches by 4 inches (102 mm by 102 mm). 11B-904.4 Sales and Service Counters - 11B-904.4 Sales and Service Counters - Sales counters and service counters shall comply with Section 11B-904.4.1 or 11B-904.4.2. The accessible portion of the counter top shall extend the same depth as the sales or service counter top. Exception:Exception: In alterations, when the provision of a counter complying with Section 11B-904.4 would result in a reduction of the number of existing counters at work stations or a reduction of the number of existing mail boxes, the counter shall be permitted to have a portion which is 24 inches (610 mm) long minimum complying with Section 11B-904.4.1 provided that the required clear floor or ground space is centered on the accessible length of the counter. 11B-904.4.1 Parallel Approach - 11B-904.4.1 Parallel Approach - A portion of the counter surface that is 36 inches (914 mm) long minimum and 34 inches (864 mm) high maximum above the finish floor shall be provided. A clear floor or ground space complying with Section 11B-305 shall be positioned for a parallel approach adjacent to the 36 inch (914 mm) minimum length of counter. Exception:Exception: Where the provided counter surface is less than 36 inches (914 mm) long, the entire counter surface shall be 34 inches (864 mm) high maximum above the finish floor. 11B-904.4.2 Forward Approach - 11B-904.4.2 Forward Approach - A portion of the counter surface that is 36 inches (914 mm) long minimum and 34 inches (864 mm) high maximum shall be provided. Knee and toe space complying with Section 11B-306 shall be provided under the counter. A clear floor or ground space complying with Section 11B-305 shall be positioned for a forward approach to the counter. 11B-904.5 Food Service Lines - 11B-904.5 Food Service Lines - Counters in food service lines shall comply with Section 11B-904.5. 11B-904.5.1 Self-Service Shelves and Dispensing Devices - 11B-904.5.1 Self-Service Shelves and Dispensing Devices - Self-service shelves and dispensing devices for tableware, dishware, condiments, food and beverages shall comply with Section 11B-308. 11B-904.5.2 Tray Slides - 11B-904.5.2 Tray Slides - The tops of tray slides shall be 28 inches (711 mm) minimum and 34 inches (864 mm) maximum above the finish floor or ground. 11B-904.6 Security Glazing - 11B-904.6 Security Glazing - Where counters or teller windows have security glazing to separate personnel from the public, a method to facilitate voice communication shall be provided. Telephone handset devices, if provided, shall comply with Section 11B-704.3. No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 NON-GLARE FINISH, CONTRASTING BACKGROUND (LIGHT CHARACTERS ON DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND) PER CBC 11B-703.5.1 GRADE 2 BRAILLE, DOTS BASE SHALL BE 0.059"-0.063", WITH 0.1" DISTANCE BETWEEN TWO DOTS IN THE SAME CELL. DOTS SHALL BE RAISED 0.025"-0.037" ABOVE BACKGROUND. BRAILLE PLACEMENT TO BE FLUSH LEFT OR CENTERED DIRECTLY BELOW TEXT. CBC TABLE 11B-703.3.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY 1/32" RAISED UPPER CASE SANS SERIF CHARACTERS 5/8" MIN - 2" MAX HEIGHT PER CBC 11B-703.2 - SEE DOOR/GATE SCHEDULE FOR TEXT. SEE DTL AA FOR LOCATION. 3/ 8 " - 1 / 2 " INWARD / OUTWARD SWINGING DOORS:INWARD / OUTWARD SWINGING DOORS: ON WALL ADJACENT TO LATCH SIDE OF DOOR. DOUBLE DOORS: DOUBLE DOORS: ON WALL ADJACENT TO DOORS, PREFERABLY TO THE RIGHT OF THE OPENING. WHEN NO WALL SPACE ADJACENT TO DOOR, SIGN TO BE LOCATED ON NEAREST WALL NOTE: 1. ALL SIGNS TO COMPLY WITH 2022 CBC 11B-703.4.1 2. SIGNS TO BE MOUNTED +5'-0" MAX AFF TO BASELINE OF HIGHEST ROW OF RAISED CHARACTERS 3. TACTILE CHARACTERS MOUNTED +4'-0" MIN AFF MEASURED TO BASELINE OF LOWEST BRAILLE CELL AT TYPICAL ROOMS AND EXIT DOORS AT ACCESSIBLE RESTROOMS 48 " M I N - 6 0 " M A X 3' - 0 " . SEE DTL CC FOR TOILET ROOM DOOR NOTE: STROKE THICKNESS SHALL BE 15% MAX OF CHARACTER HEIGHT 12" TYPICAL ACCESSIBLE MENS TOILET ACCESSIBLE MENS TOILET FACILITY:FACILITY: 1/4" THICK EQUILATERAL TRIANGLE WITH 5/8" MIN. TEXT BELOW. TRIANGLE VERTICES SHALL BE RADIUSED 1/8" - 1/4". ACCESSIBLE WOMENS TOILET ACCESSIBLE WOMENS TOILET FACILITY:FACILITY: 12" DIAMETER, 1/4" THICK CIRCLE WITH 5/8" MIN TEXT BELOW. NOTES: 1. COLOR TO CONTRAST MOUNTING SURFACE AND HAVE CONTRASTING FEATURES PER CBC 11B-703.7.2.6.1 - 11B-703.7.2.6.3 2. MOUNTED 58"-60" AFF MEASURED TO CENTERLINE OF SYMBOL. WHERE DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1" OF VERTICAL CENTERLINE OF DOOR PER CBC 11B-703.7.2.6 3. EDGES OF SYMBOLS ROUNDED AT 1/16" MIN OR CHAMFERED AT 1/8" MAX 4. WHERE PICTOGRAMS ARE PROVIDED, THEY MUST BE ACCOMPANIED TACTILE TEXT AND BRAILLE. ACCESSIBLE UNISEX TOILET ACCESSIBLE UNISEX TOILET FACILITY:FACILITY: 12" DIAMETER, 1/4" THICK CIRCLE WITH 1/4" THICK TRIANGLE SUPERIMPOSED WITHIN DIA. OF CIRCLE. TEXT PER BELOW. TRIANGLE TO CONTRAST VISUALLY WITH CIRCLE. SEE DOOR / GATE SCHEDULE FOR TEXT. SEE DETAIL AA AND PLAN FOR LOCATIONS. 1". . 3 / 8 " SEE DETAIL B FOR BRAILLE INFORMATION SEE ABOVE A. B. C.D. 3/ 8 " . ASSISTIVE LISTENING DEVICE AVAILABLE PRIOR ARRANGEMENTS MUST BE MADE FOR EVENTS AFTER NORMAL BUSINESS HOURS BY CONTACTING THE OFFICE AT ----------------------------------- NOTES: 1. THE ASSISTIVE LISTENING SYSTEM IDENTIFICATION SIGN TO BE MOUNTED AT 5'-0" MAX TO BASELINE OF HIGHEST LINE OF RAISED TEXT. SIGN SHALL INCLUDE WORDING THAT STATES "ASSISTIVE LISTENING SYSTEM AVAILABLE" PER CBC 11B-216.10. SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS. SIGN MOUNTED AT OR NEAR ASSEMBLY ENTRANCE AND COMPLY WITH CBC 11B-703.7.2.4 2. ASSISTIVE LISTENING SYSTEMS REQUIRED IN ASSEMBLY AREAS, CONFERENCE AND MEETING ROOMS PER CBC 11B-219.2 5/8" MIN. HEIGHT LETTER IN CONTRASTING COLOR INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS PER CBC FIGURE 11B-703.7.2.4 5" . 6" . 1/ 4 " . 5/ 8 " . 58 " - 6 0 " CLEAR FLOOR SPACE CENTER ON TACTILE CHARACTERS18" MIN 18 " M I N RAISED CHARACTER BRAILLE EXIT SIGNS TO RAISED CHARACTER BRAILLE EXIT SIGNS TO READ (PER CBC 1013.4):READ (PER CBC 1013.4): 1. "EXIT" AT GRADE LEVEL EXTERIOR EXIT DOOR 2. "TO EXIT" AT HORIZONTAL EXIT DOOR 3. "EXIT ROUTE" AT EXIT ACCESS DOOR LEADING TO AN EXIT VIA EXIT ENCLOSURE, PASSAGEWAY, OR ENCLOSRURE 4. "EXIT STAIR DOWN" OR "EXIT STAIR UP" AT EXIT DOOR LEADING TO AN EXIT BY A STAIRWAY LOCATION OF TACTILE SIGN AT DOORSLOCATION OF TACTILE SIGN AT DOORS FIGURE 11B-703.4.2 1/ 2 " M A X 12 " M A X . 3' - 0 " ACCESSIBLE URINAL 17 " M A X . URINAL SCREEN FL U S H C O N T R O L S 44 " M A X T O 15 " M I N . 15 " M I N . 30"x48" MIN. CLEAR AREA URINAL SCREEN ELEVATION VIEW PLAN VIEW 17" MIN. TOE CLEARANCE 6" MIN. CLEARANCE 8" MIN. KNEE 34 " M A X . 29 " M I N . 27 " M I N . 9" M I N . ELEVATION VIEW PLAN VIEW ACCESSIBLE DRINKING FOUNTAIN 30" MIN. 48 " M I N . U.N.O. 4' - 0" CLR. MI N . 1' - 6 " 6" MAX. TO ACTIVATOR** 3" MAX. TO BUBBLER* 9" M I N . 27 " M I N . TOE CLEARANCE 6" MIN. CLEARANCE 8" MIN. KNEE * SPOUT MUST PROVIDE FLOW OF WATER MIN. 4" HIGH ** FORCE REQUIRED TO ACTIVATE CONTROL CANNOT EXCEED 5LBF 36 " M A X . 36 " M A X . 17" MIN. REQUIRED CLEAR SPACE CLR. 30" MIN. ELEVATION VIEW PLAN VIEW C. URINAL (REF. CBC 2022 11B-605.2) A. SINK D. DRINKING FOUNTAIN 6" MAX.36" MIN. 12" MIN.24" MIN. TO T O P O F G R A B B A R 33 " M I N . - 3 6 " M A X . A . F . F . 17"-18" 24" MIN. 42" MIN.12" MAX. 54" MIN. 7"-9" 17 " - 1 9 " TO T O P O F G R A B B A R 33 " M I N . - 3 6 " M A X . A . F . F . 19 " M I N . GRAB BAR ELEVATION VIEW B. TOILET (REF. CBC 2022 11B-604) 1 1 / 2 " C L R . 24" MAX. 18" MIN. OP E R A B L E P A R T 40 " M A X . T O 60" MIN. WA L L M O U N T E D 56 " M I N . PLAN VIEW 48 " M I N . 30" MIN. 18" MIN. REQUIRED CLEAR SPACE 19 " M A X . 17 " M I N . 48 " M I N . 32" MIN. 48 " M I N . REQUIRED CLEAR SPACE CLR. 30" MIN. PLAN VIEW 3 9/16" ELEVATION VIEW E. BOTTLE FILLER TO P O F S E N S O R 40 " 60 " M I N . 60" MIN. 18" MIN.17"-18" 48 " M I N . C L R . 24 " M I N . 12 " M A X . 54 " M I N . FLUSH ACTIVATOR ON WIDE SIDE 60" MI N . D I A . C L R . 18" MIN. CLR. 32" MIN. SINGLE ACCOMMODATION 56" @ FLOOR MOUNTED W.C. 59" @ WALL MOUNTED W.C. WATER CLOSET COMPARTMENTS 48" MIN. CLR. 60 " M I N . 24 " M I N . 12 " M A X . 54 " M I N . FLUSH ACTIVATOR ON WIDE SIDE AMBULATORY COMPARTMENT 35"-37"60 " M I N . EQ EQ 60" MIN. DIA. C L R . 44" MIN. CLR. 32 " M I N . C L R . 60 " M I N . 60" MIN. 24" MIN. 12" MAX. 17 " - 1 8 " FLUSH ACTIVATOR ON WIDE SIDE 36" MIN. GRAB BAR 54" MIN. 24" MIN. GRAB BAR MULTI-STALL ACCOMMODATION 44 " M I N . 56" @ FLOOR MOUNTED W.C. 59" @ WALL MOUNTED W.C. 48" MIN. 60 " M I N . 36" MIN. 56" @ FLOOR MOUNTED W.C. 59" @ WALL MOUNTED W.C. 60 " M I N . 60" MIN. 56" @ FLOOR MOUNTED W.C. 59" @ WALL MOUNTED W.C. 60 " M I N . 60" MIN. 36" MIN. 34" MIN. CLR.18" MIN. CLR. REF. CBC 11B-604.8.1.1.2 & 11B-604.8.1.1.3 REF. CBC 11B-604.8.2 54" MIN. DOOR PERMITTED TO SWING OVER HATCHED PORTION OF MANEUVERING SPACE COMBINATION UNIT WITH TOILET PAPER DISPENSER, SEAT COVER DISPENSER & WASTE RECEPTACLE (WHERE OCCURS) 19 " M I N . FEMININE NAPKIN DISPOSAL *RECESSED AT ACCESSIBLE STALLS RE F L E C T I V E S U R F A C E BO T T O M E D G E O F 40 " M A X . T O MIRRORSANITARY NAPKIN DISPENSER TO O P E R A B L E P A R T 40 " M A X . HAND DRYER NOTES: * PROJECTION OF ACCESSORIES NOT TO ENCROACH MORE THAN 3" FROM SURFACE OF WALL OR PARTITION AND NO CLOSER THAN 1-1/2" TO TANGENT POINT OF GRAB BAR. SOAP DISPENSER PAPER TOWEL DISPENSER WITH TRASH RECEPTACLE TOILET SEAT COVER DISPENSER DO O R H A N D L E 48 " M A X T O F.E. CABINET MA X 1/ 4 " MI N 1/ 4 " EVEN THRESHOLD WHERE CHANGE IN LEVEL IS GREATER THAN 1/4" 1/ 2 " 1/ 4 " 1/ 4 " 2 1 MAXMA X 1/ 2 " 2022 CBC FIGURE 11B-303.3 BEVELED CHANGE OF LEVEL 2022 CBC FIGURE 11B-303.2 VERTICAL CHANGE IN LEVEL 28 " - 3 4 " M A X . CL R . 27 " M I N . Y OPERABLE RECESSED BABY CHANGING SURFACE PLAN VIEW ELEVATION VIEW 30" MIN. 48 " M I N . X IF X = 48", THAN Y = 20" IF X = 44", THAN Y = 20-25" PULL SIDE 24" MIN. 60 " M I N . PUSH SIDE Y 44 " M I N . 24" MIN. Y 48 " M I N . PULL SIDE PULL SIDE 44 " M I N . 24" MIN.Y 48 " M I N . 54" MIN. 60 " M I N . 48 " M I N . Y18" MIN. 24" MIN. 54" MIN. Y 44 " M I N . Y X PUSH SIDE PUSH SIDE CLEAR AT EXTERIOR DOORS CLEAR AT INTERIOR Y= 48" MIN. IF DOOR HAS CLOSER & LATCH X=36" MIN. IF Y=60"Y= 48" MIN. IF DOOR HAS BOTH A LATCH AND CLOSER LATCH-SIDE APPROACHES - SWINGING DOORS FRONT APPROACH - SLIDING DOORS AND FOLDING DOORS SLIDE SIDE APPROACH - SLIDING DOORS AND FOLDING DOORS LATCH SIDE APPROACH - SLIDING DOORS AND FOLDING DOORS FRONT APPROACHES - SWINGING DOORS HINGE-SIDE APPROACHES - SWINGING DOORS NOTES: 1. ALL DOOR CLEARANCES TO COMPLY WITH 2022 CBC SEC. 11B.404. 22" MIN. Y= 12" MIN. IF DOOR HAS CLOSER & LATCH 22" MIN. 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 6 P M 01/23/2026 Checker Author CAP030945 T154 ACCESSIBILITY DETAILS Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"16 signage 1/4" = 1'-0"17 plumbing fixture mounting heights 1/4" = 1'-0"20 water closet layouts 1/4" = 1'-0"14 accessory mounting heights 3" = 1'-0"08 change in level / threshold 1/4" = 1'-0"09 baby changing surface 1/4" = 1'-0"03 door clearances No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 09-2027 DO W N DO W N BUILDING AREA NOT IN PROJECT SCOPE e g r e s s p l a n g e n e r a l n o t e s 1. 2. 3. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL NOT LESS THAN ONE FOOT CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED AT ALL TIMES AND SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT, OR ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. EGRESS DOORS EQUIPPED WITH A KEY OPERATED LOCKING DEVICE SHALL HAVE A READILY VISIBLE, DURABLE SIGN POSTED ON THE EGRESS SIDE ADJACENT TO THE DOOR STATING "THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL HAVE ONE INCH HIGH LETTERS ON A CONTRASTING BACKGROUND (SEC. CBC 1010.2). LIMIT OF WORK EXIT ACCESS PATH OF TRAVEL MAX. TRAVEL DISTANCE PER CBC TABLE 1017.2 OF 300'-0" FOR SPRINKLERED BUILDING s h e e t l e g e n d E.S. E.R. TACTILE EXIT SIGN, REFER TO 16/T154 FOR INSTALLATION DETAILS TACTILE EXIT ROUTE SIGN, REFER TO 16/T154 FOR INSTALLATION DETAILS ILLUMINATED EXIT SIGN 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 7 P M 01/23/2026 Checker Author CAP030945 T201 1ST FLOOR EGRESS PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 1/16" = 1'-0"20 1st floor egress plan 1/16" = 1'-0"17 2nd floor egress plan 09-2027 EXISTING STRUCTURE LIMIT OF WORK (INTERIOR ONLY) g e n e r a l n o t e s IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY ACCESSIBILITY PROVISIONS, A COMPLETE AND DETAILED REVISED PLANS CLEARLY SHOWING ALL EXISTING NON-COMPLYING CONDITIONS AND THE PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL. EXISTING ACCESSIBLE PATH OF TRAVEL 48" MIN WIDTH (CBC 11B-403.5.1) 5% MAX RUNNING SLOPE WITH 2% MAX CROSS SLOPE (CBC 11B-403.3) INDICATES PUBLIC RIGHT OF WAY s h e e t l e g e n d DETECTABLE WARNING (CBC 11B-247.1.2.5) SEE DETAIL 12/T301 + 18/T301 EXISTING ACCESSIBLE PARKING (E) ADA PARKING SIGNAGE ON POST EA S T F O U R T H S T R E E T EXISTING SURFACE PARKING LOT LIMIT OF WORK (INTERIOR ONLY) - 1ST FLOOR EXISTING 2-STORY BUILDING EXISTING PARKING STRUCTURE CABRILLO PARK DRIVE EXISTING ACCESSIBLE RAMP E80 typ. of 3 typ. E79 typ. E79 typ. E82 typ. E82 typ. E81 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 1/ 2 1 / 2 0 2 6 5 : 2 3 : 5 9 P M 01/23/2026 Checker Author CAP030945 T300 SITE ACCESSIBILITY PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA 1" = 20'-0"01 site accessibility plan 0 8'16'4' No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 k e y n o t e s E79 (E) ACCESSIBLE PARKING SPACE E80 (E) VAN ACCESSIBLE PARKING SPACE E81 (E) TRUNCATED DOME TILE E82 (E) PARKING SIGNAGE AND WHEEL STOP 09-2027 GENERAL NOTES 12. COORDINATE ALL EQUIPMENT LOCATIONS, PIPE PENETRATIONS AND EQUIPMENT PAD LOCATIONS WITH STRUCTURAL DRAWINGS PRIOR TO WORK. 20. THE CONTRACTOR SHALL SELECT ALL CIRCUIT SETTERS/BALANCING VALVES FOR ACTUAL FLOW THROUGH THE PIPE AND THE PROPER PRESSURE DROP TO ENSURE PROPER OPERATION AND NOT BASED ON PIPE SIZES. 19. FOR EACH SUBMITTAL, THE CONTRACTOR SHALL PROVIDE A LETTER (ON COMPANY LETTERHEAD) AND SIGNED BY THE PROJECT MANAGER INDICATING THE SUBMITTAL HAS BEEN FULLY IN HOUSE REVIEWED TO ENSURE FULL COMPLIANCE WITH THE CONTRACT DOCUMENTS AND COORDINATION WITH OTHER TRADES. ANY EXCEPTIONS TO THE CONTRACT DOCUMENTS SHALL BE CLEARLY INDICATED ON THIS LETTER. ANY DISCREPANCIES/EXCEPTIONS NOT IDENTIFIED IN WRITING SHALL BE CORRECTED AT THE SOLE EXPENSE OF THE CONTRACTOR AND AT NO EXPENSE TO THE OWNER AND ENGINEER. 18. COORDINATE WITH ELECTRICAL AND CONTROL CONTRACTORS FOR ALL POWER REQUIREMENTS PRIOR TO ORDERING ANY EQUIPMENT. 17. COORDINATE WITH ELECTRICAL AND CONTROL CONTRACTORS FOR ALL POWER REQUIREMENTS PRIOR TO BID. 16. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. 15. FAUCETS, OTHER THAN LAVATORIES, SHALL BE 1.8 GPM MAXIMUM. 14. INSTALL VALVES WITH UNIONS OR FLANGES AT EACH PIECE OF EQUIPMENT ARRANGED TO ALLOW SERVICE, MAINTENANCE, AND EQUIPMENT REMOVAL WITHOUT SYSTEM SHUT-DOWN. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING OF WALLS, ROOFS, FOOTINGS, FLOORS, INCLUDING ALL SAW CUTTING AND CORE DRILLING. COORDINATE ALL SAW CUTTING AND CORE DRILLING WITH STRUCTRUAL DRAWINGS. ANY CUTTING AND DRILLING REQUIRED OF STRUCTURAL ELEMENTS THAT IS NOT SPECIFICALLY SHOWN ON THE PLANS SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO CUTTING AND DRILLING. CONTRACTOR SHALL SUBMIT PROPOSED LOCATION AND SIZES OF SUCH CUTTING AND DRILLING FOR THE ARCHITECTS AND STRUCTURAL ENGINEERS APPROVAL. 10. ALL VENTS THRU ROOF SHALL BE MINIMUM OF 18 INCHES VERTICAL AND FIFTEEN FEET HORIZONTAL AWAY FROM ALL AIR CONDITIONING FRESH AIR INTAKES AND PROVIDED WITH VANDAL PROOF HOODS. 9. FOR PIPE PENETRATION THROUGH STRUCTURAL MEMBERS, SEE STRUCTURAL DRAWINGS FOR CONSTRUCTION. 8. ALL LINES BELOW SLAB ON GRADE TO BE LOCATED AWAY FROM ALL LOAD BEARING FOOTINGS. 7. COORDINATE AND SCHEDULE TIMING FOR UTILITY SERVICE CONNECTION. 6. COORDINATE AND VERIFY SIZES, LOCATIONS, DEPTHS AND PRESSURIZED PIPING PRESSURES OF ALL BUILDING UTILITIES WITH CIVIL. 5. PROVIDE ALL TAILPIECES, TRAPS, STOPS, SUPPLY PIPES TO LAVATORIES DESIGNED AS ACCESSIBLE, WITH PREFORMED INSULATION JACKET. 4. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PROTECTION DEVICE. HOSE BIBBS SHALL BE MOUNTED AT +18" ABOVE FLOOR UNLESS OTHERWISE NOTED. 3. COORDINATE WITH THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF PLUMBING FIXTURES AND DRAINS. 2. LAVATORY FAUCETS, SINK FAUCETS (NOT INCLUDING SERVICE SINK FAUCETS OR FAUCETS DESIGNATED AS INSTITUTIONAL) SHALL MEET THE FLOW REQUIREMENTS OUTLINED IN THE APPLIANCE EFFICIENCY STANDARDS. 1. NO PLUMBING SHALL BE INSTALLED UNTIL ALL REQUIRED PLUMBING PLAN CHECK PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REQUIRED AGENCIES. 13. COORDINATE INSTALLATION OF ALL EQUIPMENT AND PIPING WITH OTHER TRADES PRIOR TO INSTALLATION. ENSURE THAT ALL CONTROL DEVICES, SHUT-OFF VALVES, ETC. ARE ACCESSIBLE FOR MAINTENANCE. WHERE ACCESS PANELS IN FINISHED SPACES, OTHER THAN THAT SHOWN, CONTRACTOR SHALL PROVIDE AND COORDINATE EXACT LOCATION OF PANELS WITH ARCHITECT PRIOR TO INSTALLATION. 21. SLOPE OF PIPING SYSTEMS: A. SANITARY SEWER, WASTE & VENT PIPING: 1% UNLESS NOTED OTHERWISE. C. INDIRECT WASTE PIPING: 1% UNLESS NOTED OTHERWISE. NOTE: 1% SLOPE IS DUE TO STRUCTURAL CONDITION ONLY AND SUBJECT TO FIELD INSPECTION APPROVAL. SF SQUARE FEET POUNDS POUNDS PER SQUARE INCH GALLONS PER MINUTE CUBIC FEET PER HOUR FEET OR FOOT ABOVE DRAWINGS BELOW GRADE ABOVE FINISH GRADE ABOVE FINISH FLOOR ABOVE CEILING BELOW FLOOR ACCESS PANEL ABOVE GRADE EXISTING FLOOR GALLONS PER FLUSH WATER COLUMN VENT THROUGH ROOF WATER HAMMER ARRESTOR NOT TO SCALE EACH SHUT OFF VALVESOV PSI NTS LB V.T.R. W.C. (E) EXISTING WHA CFH G.P.M. G.P.F. FLR. FT. SANITARY VENT POINT OF CONNECTION HOT WATER HOT WATER RETURN COLD WATER WASTE OR SEWER ABOVE SLAB V HW HWR CW POC ABBREV.SYMBOL DESCRIPTION A.P. DWGS. EXIST. B/F B/G EA. A.F.F. A.F.G. A/C A/G SYMBOL ABBREV. ABV DESCRIPTION ROOF DRAINRD PLUMBING LEGEND AND ABBREVIATIONS W TRAP PRIMERTP WATER HAMMER ARRESTORWHA TP TRAP PRIMER GRADE CLEAN-OUT FLOOR CLEAN-OUT WALL CLEAN-OUT HOSE BIBB VALVE ON RISE OR DROP RISE OR RISER DOWN OR DROP GCO DN HB UP U UNION FCO WCO PIPE MATERIALS WATER ABOVE GRADE: COPPER TYPE "L" HARD DRAWN WITH WROUGHT COPPER SOLDER JOINT FITTINGS. WATER BELOW GRADE: COPPER TYPE "K" WITH CAST SOLDER JOINT FITTINGS. ROUGH SOLDER JOINT FITTINGS, OR FLARED JOINT FITTINGS. PROVIDE POLYETHYLENE SLEEVE. SOIL/WASTE AND VENT ABOVE GRADE: HEAVY DUTY HUBLESS CAST IRON PIPE AND FITTINGS. HEAVY DUTY COUPLINGS. SOIL/WASTE AND VENT BELOW GRADE: HEAVY DUTY HUBLESS CAST IRON PIPE AND FITTINGS. HEAVY DUTY COUPLINGS. 1. 2. 3. 4. APPROXIMATE AREA OF DEMOLITION SCOPE OF WORK DEMOLITION WORK: - DEMOLISH ALL EXISTING WATER CLOSETS, EXISTING LAVATORIES AND EXISTING URINALS IN TLPUB 1154 & TLPUB 1155. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. FLOOR DRAINS INSIDE THESE RESTROOMS ARE TO REMAIN AND TO BE PROTECT IN PLACE. - ELECTRIC WATER COOLER IN ADRFT 1150B IS TO REMAIN. PROTECT IN PLACE. - DEMOLISH EXISTING SINK IN RECEP 1302. CAP ALL EXISTING PIPING BEHIND FINISHED SURFACES EXCEPT THE EXISTING HOT WATER PIPING. DEMOLISH THE EXISTING HOT WATER PIPING BACK TO THE MAIN. - REMOVE AND THEN REINSTALL THE EXISTING WATER CLOSET AND EXISTING LAVATORY AS NECESSARY IN PMG / WSGEN 1713. - DEMOLISH EXISTING WATER CLOSET AND EXISTING LAVATORY IN TLPUB 1622. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH INS FOR NEW PLUMBING FIXTURES. - DEMOLISH EXISTING WATER CLOSET AND EXISTING LAVATORY IN PMG / TLGEN 1518. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. - DEMOLISH ALL EXISTING WATER CLOSETS, EXISTING LAVATORIES AND EXISTING URINALS IN TLPUB 2015 & TLPUB 2016. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. FLOOR DRAINS INSIDE THESE RESTROOMS ARE TO REMAIN AND TO BE PROTECT IN PLACE. - DEMOLISH EXISTING WATER CLOSET AND EXISTING LAVATORY IN TLPUB 2636. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-INS FOR NEW PLUMBING FIXTURES. - DEMOLISH ALL EXISTING RESTROOM SHUT OFF VALVES. RECONDITION EXISTING PIPING FOR NEW RESTROOM SHUT OFF VALVE. REPLACE IN KIND. CONTRACTOR TO VERIFY LOCATION. NEW WORK: - INSTALL NEW WATER CLOSETS, NEW URINALS & NEW LAVATORIES IN TLPUB 1154 & TLPUB 1155. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. - REINSTALL EXISTING WATER CLOSET & EXISTING LAVATORY IN PMG /WSGEN 1713. CONNECT TO EXISTING PIPING. - INSTALL NEW WATER CLOSET AND NEW LAVATORY IN TLPUB 1622. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. - INSTALL NEW WATER CLOSET AND NEW LAVATORY IN PMG / TLGEN 1518. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. - INSTALL NEW WATER CLOSETS, NEW URINALS & NEW LAVATORIES IN TLPUB 2015 & TLPUB 2016. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. - INSTALL NEW WATER CLOSET AND NEW LAVATORY IN TLPUB 2636. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW FIXTURES. - CONNECT NEW RESTROOM SHUT OFF VALVE TO EXISTING PIPING. CONTRACTOR TO VERIFY LOCATION. 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 NO SCALE 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 2 P M 01/23/2026 DN NB CAP030945 P001 PLUMBING LEGEND AND GENERAL NOTES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA No. Revisions Date REMARKS ROUGH-IN CW W TRAP V 1 1/2''1 1/2''2''1/2'' FIXTURESYMBOL 1/2'' PLUMBING FIXTURE SCHEDULE HW 2"INTEGRAL4"WATER CLOSET --1" 2"INTEGRAL4"WATER CLOSET - ACCESSIBLE --1" 1 1/2"2"2"URINAL --3/4" WC 1 UR 1 WC 2 L 1 LAVATORY VALVE/FAUCET TYPE PUSH BUTTON BATTERY ELECTRIC FLOW 0.5 GPMX------ MANUAL 1.28 GPF----X -- 1.28 GPF----X -- 0.125 GPF----X -- 1 1/2''1 1/2''2''1/2''1/2''L 2 LAVATORY - ACCESSIBLE 0.5 GPMX------ 1 1/2"2"2"URINAL - ACCESSIBLE --3/4"UR 2 0.125 GPF----X -- AMERICAN STANDARD MADERA FLOWISE 3451.001, FLOOR MOUNTED @ 15", ELONGATED BOWL, TOP SPUD, WHITE VITREOUS CHINA, EVERCLEAN, SIPHON JET, WATER SENSE LABELED. SLOAN ROYAL 111-1.28, POLISHED CHROME FINISH, TOP SPUD, SANIGUARD HANDLE, EXPOSED, DIAPHRAGM, WATER SENSE LABELED. BEMIS 2155SSCT, HEAVY-DUTY, PLASTIC, ELONGATED, OPEN FRONT LESS COVER, SELF-SUSTAINING HINGE, NON-CORRODING 300 SERIES STAINLESS STEEL POSTS AND PINTLES. AMERICAN STANDARD MADERA FLOWISE 3461.001, FLOOR MOUNTED @ 16-1/2", ELONGATED BOWL, TOP SPUD, WHITE VITREOUS CHINA, EVERCLEAN, SIPHON JET, WATER SENSE LABELED. SLOAN ROYAL 111-1.28, POLISHED CHROME FINISH, TOP SPUD, SANIGUARD HANDLE, EXPOSED, DIAPHRAGM, WATER SENSE LABELED. BEMIS 2155SSCT, HEAVY-DUTY, PLASTIC, ELONGATED, OPEN FRONT LESS COVER, SELF-SUSTAINING HINGE, NON-CORRODING 300 SERIES STAINLESS STEEL POSTS AND PINTLES. DURASEIN THE ANDY DLB379A, UNDERMOUNT, ACRYLIC, INTEGRAL OVERFLOW. SLOAN BASYS EFX-100-4-BOX-ISM-CP-0.5GPM-MLM-FCT, 4" TRIM PLATE, INTEGRATED SIDE MIXER, POLISHED CHROME FINISH, MULIT-LAMINAR SPRAY, PROVIDE TRANSFORMER, DECK-MOUNTED, HIGH BODY, WATER SENSE LABELED. AMERICAN STANDARD WASHBROOK FLOWISE 6590,001EC, WALL MOUNTED @ STANDARD HEIGHT, WHITE VITREOUS CHINA, TOP SPUD, EVERCLEAN, ELONGATED RIM, WASHOUT, WATER SENSE LABELED. SLOAN ROYAL 186-0.125, POLISHED CHROME FINISH, TOP SPUD, SANIGUARD HANDLE, EXPOSED, DIAPHRAGM, WATER SENSE LABELED. AMERICAN STANDARD WASHBROOK FLOWISE 6590,001EC, WALL MOUNTED @ ACCESSIBLE HEIGHT, WHITE VITREOUS CHINA, TOP SPUD, EVERCLEAN, ELONGATED RIM, WASHOUT, WATER SENSE LABELED. SLOAN ROYAL 186-0.125, POLISHED CHROME FINISH, TOP SPUD, SANIGUARD HANDLE, EXPOSED, DIAPHRAGM, WATER SENSE LABELED. DURASEIN THE ANDY DLB379A, UNDERMOUNT, ACRYLIC, INTEGRAL OVERFLOW. SLOAN BASYS EFX-100-4-BOX-ISM-CP-0.5GPM-MLM-FCT, 4" TRIM PLATE, INTEGRATED SIDE MIXER, POLISHED CHROME FINISH, MULIT-LAMINAR SPRAY, PROVIDE TRANSFORMER, DECK-MOUNTED, HIGH BODY, WATER SENSE LABELED. 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 NO SCALE 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 3 P M 01/23/2026 DN NB CAP030945 P002 PLUMBING SCHEDULES Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d STAIR ST01 VESTI 1153A CORRD 1101 ADRFT 1150B TLPUB 1154 TLPUB 1155 1 1 1 1 2 2 3 3 3 3 4 5 6 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 4 P M 01/23/2026 DN NB CAP030945 P111 PLUMBING 1ST FLOOR - AREA A1 - ENLARGED DEMO PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA KEY NOTES 1 DEMOLISH EXISTING LAVATORY. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW LAVATORY. 2 DEMOLISH EXISTING URINAL. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW URINAL. 3 DEMOLISH EXISTING WATER CLOSET. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW WATER CLOSET. 4 DEMOLISH EXISTING WATER CLOSET. DEMOLISH EXISTING PIPING SERVING THIS WATER CLOSET BACK TO THE MAIN. 5 EXISTING ELECTRIC WATER COOLER TO BE REMOVED AND THEN REINSTALLED AS NECESSARY. 6 EXISTING SHUT OFF VALVE. # 1/4" = 1'-0"1 plumbing - 1st floor - enlarged demo plan - area A1 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d CORRD 1300E CORRD 1300 RECEP 1302 WTAGN 1301 WTAGN 1001 12 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 4 P M 01/23/2026 DN NB CAP030945 P112 PLUMBING 1ST FLOOR - AREA B1 - ENLARGED DEMO PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA KEY NOTES 1 DEMOLISH EXISTING SINK. CAP ALL EXISTING PIPING BEHIND FINISHED SURFACES BUT DEMOLISH EXISTING HOT WATER LINE BACK TO THE MAIN. 2 EXISTING SUPPLY STOPS. # 1/4" = 1'-0"1 plumbing - 1st floor - enlarged demo plan - area B1 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d TLPUB 1622 CORRD 1502 WTAGN 1604 WTAGN 1703 RECEP 1702 WTAGN 1701 PMG / WSGEN 1713 PMG / TLGEN 1518 VESTI 830 1 2 2 1 3 4 5 5 55 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 5 P M 01/23/2026 DN NB CAP030945 P113 PLUMBING 1ST FLOOR - AREA D1 - ENLARGED DEMO PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 0 4'8'2' KEY NOTES 1 DEMOLISH EXISTING WATER CLOSET. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW WATER CLOSET. 2 DEMOLISH EXISTING LAVATORY. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW LAVATORY. 3 REMOVE AND REINSTALL EXISTING WATER CLOSET. 4 REMOVE AND REINSTALL EXISTING LAVATORY. 5 EXISTING SHUT OFF VALVE. # 1/4" = 1'-0"1 plumbing - 1st floor - enlarged demo plan - area D1 No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE TLPUB 2015CORRD 2012 CORRD 2013 VESTI 2011A CORRD 2200 STAIR ST01 TLPUB 2016 COORD 2011B WTAGN 2002 1 2 2 2 2 3 3 4 4 4 4 5 6 6 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 7 P M 01/23/2026 DN NB CAP030945 P114 PLUMBING 2ND FLOOR - AREA A2 - ENLARGED DEMO PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"1 plumbing 2nd floor - enlarged demo plan - area A2 KEY NOTES 1 EXISTING ELECTRIC WATER COOLER TO REMAIN. PROTECT IN PLACE. 2 DEMOLISH EXISTING LAVATORY. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW LAVATORY. 3 DEMOLISH EXISTING URINAL. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW URINAL. 4 DEMOLISH EXISTING WATER CLOSET. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW WATER CLOSET. 5 DEMOLISH EXISTING WATER CLOSET. DEMOLISH EXISTING PIPING SERVING THIS WATER CLOSET BACK TO THE MAIN. 6 EXISTING SHUT OFF VALVE. # 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE WTAGN 2613 CORRD 2300 TLPUB 2636 1 2 3 3 EXISTING WALLS d e m o l i t i o n p l a n l e g e n d 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 7 P M 01/23/2026 DN NB CAP030945 P118 PLUMBING 2ND FLOOR - AREA D2 - ENLARGED DEMO PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"1 plumbing 2nd floor - enlarged demo plan - area D2 KEY NOTES 1 DEMOLISH EXISTING WATER CLOSET. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW WATER CLOSET. 2 DEMOLISH EXISTING LAVATORY. PROTECT IN PLACE EXISTING PIPING. RECONDITION EXISTING ROUGH-IN FOR NEW LAVATORY. 3 EXISTING SHUT OFF VALVE. # 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 f l o o r p l a n l e g e n d EXISTING WALLS NEW WALLS L 2 L 1 L 2 L 1 WC 1 WC 1 WC 2 WC 2 WC 1 UR 1 UR 2 STAIR ST01 VESTI 1153A CORRD 1101 ADRFT 1150B TLPUB 1154 TLPUB 1155 1 2 2 2 2 3 3 4 4 4 4 5 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 8 P M 01/23/2026 DN NB CAP030945 P211 PLUMBING 1ST FLOOR - AREA A1 - ENLARGED NEW WORK PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA KEY NOTES 1 EXISTING ELECTRIC WATER COOLER TO REMAIN. PROTECT IN PLACE. 2 CONNECT NEW LAVATORY TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW LAVATORY. 3 CONNECT NEW URINAL TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW URINAL. 4 CONNECT NEW WATER CLOSET TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW WATER CLOSET. 5 CONNECT NEW WATER CLOSET TO EXISTING PIPING. EXTEND EXISTING UTILITIES TO INSTALL NEW WATER CLOSET. # 1/4" = 1'-0"1 plumbing - 1st floor - enlarged new work plan - area A1 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE CURRENTLY NO PLUMBING SCOPE IN THIS AREA. CORRD 1300E CORRD 1300 RECEP 1302 WTAGN 1301 WTAGN 1001 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 f l o o r p l a n l e g e n d EXISTING WALLS NEW WALLS 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 8 P M 01/23/2026 DN NB CAP030945 P212 PLUMBING 1ST FLOOR - AREA B1 - ENLARGED NEW WORK PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"1 plumbing - 1st floor - enlarged new work plan - area B1 KEY NOTES# 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE WC 2 L 2 L 2 WC 2 EXTEND (E) PIPING AS NECESSARY TO CONNECT TO NEW FIXTURE. TLPUB 1622 CORRD 1502 WTAGN 1604 WTAGN 1703 RECEP 1702 WTAGN 1701 PMG / WSGEN 1713 PMG / TLGEN 1518 VESTI 830 12 3 4 4 3 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 f l o o r p l a n l e g e n d EXISTING WALLS NEW WALLS 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 0 9 P M 01/23/2026 DN NB CAP030945 P213 PLUMBING 1ST FLOOR - AREA D1 - ENLARGED NEW WORK PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"1 plumbing - 1st floor - enlarged new work plan - area D1 KEY NOTES 1 REINSTALL EXISTING LAVATORY. 2 REINSTALL EXISTING WATER CLOSET. 3 CONNECT NEW WATER CLOSET TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW WATER CLOSET. 4 CONNECT NEW LAVATORY TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW LAVATORY. # 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE L 2 L 1 L 2 L 1 WC 1 WC 1 WC 2 WC 2 WC 1 UR 1 UR 2 TLPUB 2015 CORRD 2012 CORRD 2013 VESTI 2011A STAIR ST01 TLPUB 2016 COORD 2011B WTAGN 2002 1 2 2 2 2 3 3 4 4 4 4 5 f l o o r p l a n l e g e n d EXISTING WALLS NEW WALLS 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 1 0 P M 01/23/2026 DN NB CAP030945 P214 PLUMBING 2ND FLOOR - AREA A2 - ENLARGED NEW WORK PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"1 plumbing 2nd floor - enlarged new work plan - area A2 KEY NOTES 1 EXISTING ELECTRIC WATER COOLER TO REMAIN. PROTECT IN PLACE. 2 CONNECT NEW LAVATORY TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW LAVATORY. 3 CONNECT NEW URINAL TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW URINAL. 4 CONNECT NEW WATER CLOSET TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW WATER CLOSET. 5 CONNECT NEW WATER CLOSET TO EXISTING PIPING. EXTEND EXISTING UTILITIES TO INSTALL NEW WATER CLOSET. # 0 4'8'2' No. Revisions Date BUILDING AREA NOT IN PROJECT SCOPE WC 2 L 2 WTAGN 2613 CORRD 2300 TLPUB 2636 1 2 f l o o r p l a n l e g e n d EXISTING WALLS NEW WALLS 5160 Carroll Canyon Rd, Suite 200 San Diego, California 92121 Consulting Engineers T. 858 200-0030 F. 858 200-0037 www.ma-engr.com No. M 36359 E A CS E R IHCNATEM OF C ATE LA IA R IFLORN O N O C NER ETS EM AT E R ETS GI B RPD NESY FCLFA GI AACANHNL OR R EE N OIFESSNALS RETS G P ED SEFOR E Y NG E NELANO EXP. 3-31-27 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 6762 As indicated 1/ 2 1 / 2 0 2 6 4 : 1 8 : 1 0 P M 01/23/2026 DN NB CAP030945 P215 PLUMBING 2ND FLOOR - AREA D2 - ENLARGED NEW WORK PLAN Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K S U B M I T T A L 2505 SANTA ANA 1/4" = 1'-0"1 plumbing 2nd floor - enlarged new work plan - area D2 KEY NOTES 1 CONNECT NEW WATER CLOSET TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW WATER CLOSET. 2 CONNECT NEW LAVATORY TO EXISTING PIPING. EXTEND EXISTING UTILITIES AS NECESSARY TO INSTALL NEW LAVATORY. # 0 4'8'2' No. Revisions Date 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 5 : 5 6 P M 01/23/2026 Checker Author CAP030945 SG100 INTERIOR SIGNAGE Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 5 : 5 8 P M 01/23/2026 Checker Author CAP030945 SG101 INTERIOR SIGNAGE Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 6 : 0 0 P M 01/23/2026 Checker Author CAP030945 SG102 INTERIOR SIGNAGE Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0"1/4" = 1'-0"1/2" = 1'-0"3/4" = 1'-0"1" = 1'-0"1-1/2" = 1'-0"3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 1/ 2 1 / 2 0 2 6 5 : 2 6 : 0 0 P M 01/23/2026 Checker Author CAP030945 SG103 INTERIOR SIGNAGE Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 PL A N C H E C K R E S U B M I T T A L 2505 SANTA ANA No.Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 UP l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 CG CG CG CG CG CG NO NEW WORK typ. E62 AR E A B 1 02 / A 1 1 2 AR E A A 1 CG CG STAIR ST01 110 SF VESTI 1153A 145 SF CORRD 1101 145 SF ADRFT 1150B 66 SF TLPUB 1154 166 SF TLPUB 1155 162 SF 1300-01 1150B-30 1154-02 1154-01 1155-01 1155-02 1300-03 1300-02 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 9/ 1 6 / 2 0 2 5 3 : 1 6 : 0 6 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA k e y n o t e s No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0"1 1st Floor- enlarged floor plan-area A1 SG111 1ST FLOOR - AREA A1 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 0640 01 0640 01 typ. E62 AR E A B 1 AR E A A 1 02 / A 1 1 1 AR E A C 1 02 / A 1 1 3 AR E A B 1 0641 01 1044 01 E67 E10 E10 E10 E11 CG CGCG CG CG F. O . F . CORRD 1300E 157 SF CORRD 1300 1315 SF RECEP 1302 151 SF WTAGN 1301 1254 SF WTAGN 1001 326 SF 1001-10 1001-20 1300-05 1300-04 1301-10 1301-20 1301-ARL 1302-01 1300E-10 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 9/ 1 6 / 2 0 2 5 3 : 1 6 : 0 6 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA 0 4'8'2' k e y n o t e s No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0"1 1st Floor -enlarged floor plan- area B1 SG112 1ST FLOOR - AREA B1 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 UP l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 AR E A C 1 AR E A B 1 02 / A 1 1 2 AREA C1 AREA D1 02/A114 CG CG CG CG CGCG CG CG CG CG E28 typ. E17 typ. E62 CG CG CG CG typ. E62 NO NEW WORK E31 1502-01 1502-30 1501-DIR 1501-40LOBBY 1501 613 SF STAIR ST02 119 SF ATELE 1498 70 SF CORRD 1500 300 SF CORRD 1300E 157 SF 1501-ARL 1501-41 1498-30 1500-10 1500-30 1500-40 1300E-01 1300E-02 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 9/ 1 6 / 2 0 2 5 3 : 1 6 : 0 8 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA 0 4'8'2' No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 1/8" = 1'-0"1 1st Floor- enlarged floor plan- area C1 SG113 1ST FLOOR - AREA C1 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 542 SF WTAGN 1703 532 SF WTAGN 1604 827 SF RECEP 1702 581 SF WTAGN 1701 492 SF CORRD 1502 51 SF PMG / TLGEN 1518 28 SF TLPUB 1622 50 SF VESTI 830 E68 0640 01 typ. E62 53 SF PMG / WSGEN 1713 AREA C1 02/A113 AREA D1 CG CG CG CG CG CG CG CG CG CG CGCG CG CG CG CGCG CG CG CG CGCGCG CG CG CG typ. E62 CG E62 E42 typ. E42 E42 typ. E32 E32 E32 1713-01 1713-02 1703-30 1703-10 1703-20 1622-01 1622-02 1604-10 1622-30 1604-30 1604-20 1702-01 1701-ARL 1701-10 1701-20 1701-30 1518-02 1518-01 1701-11 1701-211701-31 1518-30 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 9/ 1 6 / 2 0 2 5 3 : 1 6 : 0 8 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA 0 4'8'2' No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0"1 1st Floor-enlarged floor plan- area D1 SG114 1ST FLOOR - AREA D1 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 DN l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 1036 SF CORRD 2200 66 SF VESTI 2011A 171 SF CORRD 2013 148 SF STAIR ST01 150 SF CORRD 2012 169 SF TLPUB 2015 121 SF COORD 2011B 97 SF WTAGN 2002 CG CGCG CG CG CG CGCG CG AR E A B 2 02 / A 1 1 6 AR E A A 2 E61 168 SF TLPUB 2016 E62 2002-10 2002-20 2012-01 2015-02 2015-01 2016-01 2016-02 2011A-30 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 9/ 1 6 / 2 0 2 5 3 : 1 6 : 1 0 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA 0 4'8'2' No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0"1 2nd Floor- enlarged floor plan- area A2 SG115 2ND FLOOR - AREA A2 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 l e v e l 1 k e y p l a n AREA D1 AREA B1 AREA A1 AREA C1 227 SF WTAGN 2272 1036 SF CORRD 2200 299 SF CORRD 2201 369 SF WTAGN 2218104 SF RECEP 2217A AREA B2 AREA C2 02/A117 CG CG CG CG CG CG 0640 01 E23 E62 0640 01 CG CG typ. E62 2272-10 2272-20 2272-30 2218-302200-01 2218-20 2200-02 2218-10 2218-01 2218-11 2218-ARL 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 9/ 1 6 / 2 0 2 5 3 : 1 6 : 1 0 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA 0 4'8'2' No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0"1 2nd Floor-enlarged floor plan- area B2 SG116 2ND FLOOR - AREA B2 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 DN l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 795 SF CORRD 2300 427 SF LOBBY 2LOB 299 SF CORRD 2201 143 SF STAIR ST02 80 SF VESTI 2201B OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW AREA B2 02/A116 AREA C2 AREA C2 AREA D2 02/A118 typ. E45 E61 E61 2650 01 typ. of 3 typ. ADD 02 typ. ADD 02 CG CG CG CG typ. E62 2300-01 2300-02 2201-02 2201-01 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 3/16" = 1'-0" 9/ 1 6 / 2 0 2 5 3 : 1 6 : 1 0 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA 0 4'8'2' No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0" LEVEL 2 KEY PLAN 3/16" = 1'-0"1 2nd Floor- enlarged floor plan-area C2 SG117 2ND FLOOR - AREA C2 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T NO T F O R C O N S T R U C T I O N 09/19/2025 l e v e l 2 k e y p l a n AREA D2 AREA B2 AREA A2 AREA C2 998 SF WTAGN 2613 36 SF TLPUB 2636 795 SF CORRD 2300 OR AREA C2 02/A117 AREA D2 0640 01 E62 typ. 2650 01 0640 01 CG CG 2613-12 2613-13 2613-11 2613-21 2613-30 2613-10 2613-20 2613-01 2636-01 2636-02 2636-30 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0"1-1/2" = 1'-0" 3" = 1'-0" 0 5'25'0 1'12'0 1'6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev:Section: Revisions By Appr. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v e d . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b i t e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND As indicated 9/ 1 6 / 2 0 2 5 3 : 1 6 : 1 1 P M 2016 Checker Author Santa Ana Medical Office 1900 E. 4th Street Santa Ana, CA 92701 SANTA ANA k e y n o t e s 0 4'8'2' No. Revisions Date 1 Plan Check Submittal Set 09.19.2025 3/16" = 1'-0" LEVEL 2 KEY PLAN 1/8" = 1'-0"1 2nd Floor-enlarged floor plan-area D2 SG118 2ND FLOOR - AREA D2 SIGNAGE LOCATION PLAN PL A N C H E C K S U B M I T T A L S E T 09/19/2025 0 5' GRAPHIC SCALES: Issue Date 1/16" = 1'-0" 50' 1/8" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1-1/2" = 1'-0" 3" = 1'-0" 0 5' 25'0 1' 12'0 1' 6'0 4'0 3'1'0 2'0 1' Chckd By Drwn By Scale Building ID: KP Proj. No. Permit No. Sheet SheetsOf Sheet Title Project Facility This document is the property of the Owner and is Project Architect Approval: Architect/Engineer Of Record: IF THIS SHEET IS NOT 30"x42" , IT IS A REDUCED PRINT - SCALE ACCORDINGLY National Facilities Services Post Office Box 12916 Oakland California 94604 not to be used without owner's written permission. Floor Lev: Section: Revisions By Appr. HGW Proj. No. © A R C H I T E C T S h a n n a g a b r i e l w e l l s , a l l r i g h t s r e s e r v ed . A n y u s e w i t h o u t p e r m i s s i o n i s e x p r e s s l y p r o h i b it e d . P l o t t e d 1955 Bacon Street. San Diego, CA 92107 Office 619 523 8487 www.hgwarchitecture.com KAISER PERMANENTE BUILDINGS ON BRAND 9/ 1 8 / 2 0 2 5 4 : 5 6 : 2 3 P M 09/19/2025 Checker Author CAP030945 SG210 EXTERIOR SIGNAGE Santa Ana Medical Offices 1900 E. 4th Street Santa Ana, CA, 92701 pl a n c h e c k s u b m i t t a l s e t 2505 SANTA ANA No. Revisions Date 1 SD Set 06/05/2025 2 DD Set 07/03/2025 3 90% CD Set 08/14/2025 4 Plan Check Submittal 09/19/2025 NO T F O R C O N S T R U C T I O N YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs