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Home My WebLink About26 Civic Center Plz - REV 8 - PlanST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A0.0 COVER SHEET SANTA ANA LIBRARY RENOVATION PROJECT NUMBER: 22-1380 26 CIVIC CENTER PLAZA, CITY OF SANTA ANA, 92701 PERMIT/ CONFORM SET AUGUST 02, 2024 PROJECT TEAM ARCHITECT:CIVIL:LANDSCAPE: STRUCTURAL: GROUP 4 ARCHITECTURE RESEARCH + PLANNING: 211 LINDEN AVENUE SOUTH SAN FRANCISCO, CA 94080 T: (650) 871-0709 CONTACT: DAVID SCHNEE KPFF 140 NEWPORT CENTER DRIVE SUITE 100 NEWPORT BEACH, CA 92660 T: (949) 478-8805 CONTACT: GRANT KAI TERRAIN INTEGRATION 143 S.OLIVE STREET ORANGE, CA 92866 T: (714) 724-9814 CONTACT: STEPHANIE SHERMOEN KPFF 18400 KARMAN AVE SUITE 600 IRVINE, CA 92612 T: (949) 252-1022 CONTACT: BILL THORPE MEP:HISTORIC ARCHTECT: ACOUSTICS & TELECOM: MEP CALIFORNIA ENGINEERING CORP. 1929 MAIN STREET SUITE 980 IRVINE,CA 92614 T: (949) 516-6487 CONTACT: TOM PRESTON PAGE & TURNBULL 523 WEST 6TH STREET SUITE 1013 LOS ANGELES, CA 90014 T: (213) 221-1203 CONTACT:JOHN LESAK SMITH FAUSE & MCDONALD 351 8TH STREET SAN FRANCISCO, CA 94103 T: (415) 255 9140 CONTACT: PETER A. MCDONALD PROJECT SCOPE OF WORK: THE PROPOSED PROJECT IS A LIBRARY RENOVATION OF BASEMENT, 1ST AND 2ND FLOORS WITH EXTERIOR WORK. THE SCOPE OF WORK INCLUDES ASSOCIATED SITE WORK FOR SURFACE PARKING, PATHWAYS AND LANDSCAPEING, ADDITION OF ACCESSIBLE ELEVATOR; REPAIR AND REPLACEMENT OF NORTH FACING WINDOWS; REPAIR OF MARBLE FACADE; RENOVATION OF INTERIOR SPACES. LOCATION MAP: SANTA ANA LIBRARY DEFERRED SUBMITTALS: 1. AUTOMATIC FIRE SPRINKLERS-PLANS AND CALCULATIONS 2. FIRE ALARM SYSTEM 3. WORK OF DIVISION27: TELECOMINICATIONS INCLUDING. a.SUPPORT AND SEISMIC RESTRAINT b.EQUIPMENT ANCHORAGE SEPARATE PERMIT BEFORE START OF WORK: SHORING - The Sub-Contractor shall obtain a separate permit before start of work. ALTERNATE 1: BASEMENT LIGHTWELL AND SKYLIGHTS: AT THE BASEMENT LEVEL, EXCAVATE FOR THREE LIGHTWELLS WITH CONCRETE WALLS AND SKYLIGHTS. SEE PLANS AND DETAILS. ALTERNATE 2: SOUTH TRELLIS: AT THE SOUTH PLAZA, PROVIDE FOOTINGS AND STEEL TRELLIS STRUCTURE WITH LETTERS (SIGNAGE). SEE SHEETS A2.5-10, S2.4-2, S4.2-2 ALTERNATE 3: RELOCATE 3 PALM TREES. PROTECT, REMOVE, STORE AND MAINTAIN, REPLANT. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" AS WRITTEN AND PROMULGATED BY THE 2018 EDITION OF SOUTHERN CALIFORNIA CHAPTER OF THE A.P.W.A. A.G.C.C. JOINT COOPERATIVE COMMITTEE HEREIN REFERRED TO AS THE STANDARD SPECIFICATIONS AND THE CITY OF SANTA ANA STANDARD PLANS & SPECIFICATIONS (UNLESS SPECIFICALLY NOTED OTHERWISE OR IN THE SPECIAL PROVISIONS FOR THIS PROJECT). 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR STRUCTURE SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO ACCURACY OR THOROUGHNESS OF THESE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF SANTA ANA DOES NOT CONSTITUTE AN EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES (BY POTHOLING OR OTHER MEANS). THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (811) 48 HOURS BEFORE ANY EXCAVATION. FA-07102 APPROVALS: NABIL SABA, PE, EXECUTIVE DIRECTOR DATE PUBLIC WORKS AGENCY RUDY ROSAS, CITY ENGINEER DATE BRIAN STERNBERG DATE LIBRARY SERVICES DIRECTOR PREPARED UNDER THE SUPERVISION OF: DAVID SCHNEE, LICENSE C-27893 DATE 2024-04-30 ALL STAMPS AND SIGNATURES ARE DIGITAL FOR ALL SHEETS CL CL 4" M I N . 4" MIN. FULL 90 MIL CIM 1000 SYSTEM CIM 61TN EPOXY PRIMER CIM SCRIM FABRIC SET IN WET CIM MATERIAL CIM 1000TG CANT STRIP (E) VAULT CONCRETE WALL DRAINAGE PIPE PENETRATING (E) VAULT CONCRETE WALL LIGHTING BOLLARD POST ELECTRICAL CABLE 1"X4" PRESSURE-TREATED SLEEPER BOARD. MOUNT TO CONCRETE SLAB MI N . 6" 8 1/4"X7/8"X8' DECKING BOARD.3/16" EXPANSION SPACE BETWEEN BOARDS AND 1/4" EXPANSION SPACE ON ALL BUTT ENDS. CONCRETE SLAB (4) 3/8” WEDGE ANCHOR SIMPSON OR EQ. LIGHTING BOLLARD POST ELECTRICA CABLE 4x4 PRESSURE-TREATED JOIST. 8 1/4"X7/8"X8' DECKING BOARD.3/16" EXPANSION SPACE BETWEEN BOARDS AND 1/4" EXPANSION SPACE ON ALL BUTT ENDS. 8X8 CONCRETE FOOTING WITH Z- MAX STRAP (4) 3/8” WEDGE ANCHOR SIMPSON OR EQ. SECTION - LF2 INSTALLED @ DECKING ON CONCRETE SLAB (LINEAR) SECTION - LF2 INSTALLED @ AT ROUND DECK ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A1.1-3 SOUTH SITE PLAN DETAILS 3" = 1'-0"1 CONCRETE WALL PEPE PENETRATION DETAIL #310 RFI 3" = 1'-0"2 LF2 INSTALLATION DETAIL @ WOOD DECKS #380 RFI R FE C FE C FE C DW FE C FE C 01 A3.4-1 12 345678910 C D E F G H A5.0-1 5 1 A5.0-3 16 STAFF OFFICE 001 ARCHIVES 002 MECH-ABAN. 008 ELEVATOR-ABAN. 007 FIRE AL.RM 006 MECH 003 ALL GENDER RESTROOM 010 OFFICE 012 OFFICE 013 STAFF MEETING ROOM 014 OFFICE 015 ELEV. CONTROL 018 03ST-E 019 D24 B24aB24aC24aC24a C24aC24aB24a (E) ELEV. OFFICE 017 08060806 STAFF BREAK ROOM 004 (E) ELEV. CONTROL RM. 005A G24a 001 006-E007-E008-E i015 10' - 3 3/8" ELECTRICAL 019 014 0806 i014 OFFICE 016 018 019A 002A 018 A7.3-1 5 STORAGE 005 005A-E ST-01ST-02 ST-03 5' - 7 1 / 2 " D24 D24 D24 D24 G26a G26a G26a C24 D24 C24a G26a 005 D C24a A2.5-8 3 9 VESTIBULE 005B UP UP UP C24a C24a 4' - 5" ALIGN F.O.F C24 C24a 1058 0745 0745 2307 1407 A5.0-5 3 016 017 ST2 ST1 015 i012 012 i016 i017 A7.3-25 i013 013 1068 1068 2309 1069 STORAGE 023 0806 08060806 G24a G24a G24a G24a A5.0-1 4 1017 101710171017 10181018 1017 10181018 5 6 4TYP. TYP. TYP. TYP. #006 ASI #006 ASI #006 ASI #006 ASI #006 ASI F14a #51 RFI #51 RFI 021 C24 023 011 C24a F14a F14 G24a C24aC24 002 010 #019 ASI #019 ASI F14a F14a F14a C24a F14 C24a C24a F14a #020 ASI #020 ASI #020 ASI S 0943094309430943 F14 ALL GENDER RESTROOM 011 4 A1.2-38 A1.2-3 022 #173.1 RFI 003 003A #298 RFI #287 RFI #287 RFI #287 RFI #311 RFI 03ST 1' - 2 1/2" A2.5-8 6 A2.5-8 1 #348 RFI 18 " M I N . #358 RFI #358 RFI#358 RFI 004 #311.1 RFI B22 #405 RFI 7' - 5 1 / 2 " WALL TYPE LEGEND EXISTING WALL, TO REMAIN NEW WALL 1-HOUR FIRE RATED WALL NEW FURRED WALL ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A2.4-1 FLOOR PLAN- BASEMENT 1/8" = 1'-0"1 FP00 - BASEMENT FLOOR PLAN 523 W 6 th Street, Suite 1013, Los Angeles, CA 90014 KEYNOTE NO.KEYNOTE TEXT 0745 WATERPROOFING REMIDIATION FOR WATER INFILTRATION 0806 INTERIOR STOREFRONT SYSTEM 0943 LEVEL 4 GYPSUM BOARD SURFACES FOR EXISTING WALLS TYP, U.N.O. SEE SPECS #09 2900 3.5 1017 CORNER GUARD 1018 BUMPER RAIL 1058 COMPACT SHELVING (MANUAL) CONCRETE SLAB, SEE 2/S7.0-1 1068 EXISTING STAIRS, SEE HISTORIC BUILDING CODES PER NOTE ON A0.4-0 1069 (E) EXTERIOR VAULTS WITH EXTERIOR ACCESS ONLY 1407 PASSENGER ELEVATOR 2307 EXHAUST DUCT TO ROOF (E) 2309 AIR INTAKE VENTS WITH CONNECTION TO UNDERSLAB DUCT TUNNELS. S.M.D. #006 ASI FE C FE C FEC A3.1-101 A3.4-1 12345678910 C D E F G H 2 A7.0-1 1 YOUNG ADULT 211 A7.0-1 1 3 A7.0-1 HISTORY 222 STUDY 202 VESTIBULE SEATING 200A STUDY 201 ALL GENDER RESTROOM 2T1 ALL GENDER RESTROOM 2T2 STAFF RESTROOM 2T3 ADULT STACKS 200 STAIR 3 2S3 STUDY 220 STAFF MEETING ROOM 221 219 A2.5-7 12 A7.3-1 3 B24a B24a B24a B24a B24 B24aB24a B24a C24a B24a B24a B24a (E) ELEV. ACC. RAMP OPEN TO BELOW JAN.RM 217 5' - 11 5/8"4' - 4"8' - 3" 217-E 212 212A G1.2-3 6 STORAGE 200B 101 102 103105 106 107 201 202 203 204 205 206 207 208 210 104 OFFICE 223 OFFICE 226 MAKER STORAGE 216 200B DNDN DN UP UP WATER DAMAGE AT WOOD CORNICE TO BE REPAIRED IN NORTHWEST CORNER 211A STAFF OFFICE 224 YA STUDY BOOTH 211A A5.0-2 14 A5.0-2 13 10 A5.0-2 15 A5.0-1 14 A5.0-1 8 A5.0-2 12 A5.0-2 8 11 6 2 A5.0-13 218i220 i201 i211 A3.1-1 4 A3.1-1 3 A3.1-1 2 A3.1-1 5 A5.0-3 15 A5.0-3 2 221 B24a 223 A5.0-3 11 OFFICE 225 226 225 0806 0806 0806 0806 0806 7 A5.0-35 A2.5-93 ELEC. RM. 218 2T3 ST-01ST-02 ST-03ST-05 B24a B24a B24a B24a B24a B24a B24a F14a F14a F14aF14a G26a B24a G26a G26a G26a G24a G24a G24a B24a F12 B24a B24a F14a B24a B24a 211B224 DN DN i211A 211C 1 A2.0-13 i202 i221 0806 DN F14a A24 A24 A24 10' - 1 1/2" A5.0-21 5 EXISTING STAIRS, SEE HISTORIC BUILDING CODES PER NOTE ON A0.4-0 EXISTING STAIRS, SEE HISTORIC BUILDING CODES PER NOTE ON A0.4-0 C24a B24a 8' - 8 3 / 4 " 1' - 2 1 / 4 " 17' - 7"10' - 0" 4' - 9 " B24 0940 0554 1407 2307 ALIGN F.O.F B26 B26 202 201 220 VIDEO RECORDING BOOTH 214 VIDEO EDITING BOOTH 213 211 214 213 11 B24a 7 3 A5.0-5 2 MAKER SPACE 212 9 4 222 15 G1.2-37 G1.2-38 G1.2-4 7 G1.2-3 9 G1.2-4 1017 F12 G1.2-8 3 4 G1.2-8 A8.8-210 1 A5.0-6 5 A5.0-6 2T2 2T1B24a F14a B24a #37 RFI 1074 G24a #48 RFI #52 RFI #48 RFI #020 ASI F14 209 #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI 0560 F12 F12 F10 F10 F12 F12 F12 F12 F10 F12 F10 F12 F12 F10 F12 F10 F12 F12 F12 F12F12 F12 F12 F12 F10 F12 F12F12 F12 F10 F12 F12 F12 F12F12F12 F10 F10 F10 F12 F12 B24a16 F12 D038 D038 D038 #75 RFI B24a #64 RFI #64 RFI #49.1 RFI #49.1 RFI #236 RFI 17' - 5"18' - 0 3/4"18' - 4 1/2"18' - 0 3/4"17' - 5" 7' - 2 " 211 A5.0-3 4 i 225-E #282 RFI Walls and doors need 1hr fire rated? F12 12' - 0 1/4" F12 F14ALIGN #376 RFI WALL TYPE LEGEND EXISTING WALL, TO REMAIN NEW WALL 1-HOUR FIRE RATED WALL NEW FURRED WALL 1. REFER TO SHEET C1.2-0 FOR DETAILED DEMO ITEMS SHEET NOTES: ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A2.4-3 FLOOR PLAN -SECOND FLOOR 1/8" = 1'-0"1 FP02 - SECOND FLOOR PLAN 523 W 6 th Street, Suite 1013, Los Angeles, CA 90014 KEYNOTE NO.KEYNOTE TEXT 0554 METAL RAILING WITH STAINED WOOD CAP TO REMAIN DAMAGE AT WOOD CAP TO REPAIRED AS NEEDED 0560 7" ALUMINUM PANEL, COLOR TO MATCH MULLION 0806 INTERIOR STOREFRONT SYSTEM 0940 STAINED WOOD PANELING AT MEZZANINE EDGE TO REMAIN. STAINING AND VANDALISM TO BE CAREFULLY REMOVED 1017 CORNER GUARD 1074 KEEP THE EXISTING PLASTER, BUILD NEW 2-1/2" STUD WALL OUTSIDE OF PLASTER, AND ATTACH TWO LAYERS OF TYPE X GYPSUM BOARD TO THE NEW STUD WALLS TO MEET 1HR FIRE RATING PER UL DESIGN V497 1407 PASSENGER ELEVATOR 2307 EXHAUST DUCT TO ROOF (E) D038 (E) INSERT METAL CORNERS AT CORNERS, APPLY PILASTER WITH METAL LATH TO SMOOTH SURFACE #52 RFI #020 ASI #020 ASI 12 345678910 C D E F G H STAFF OFFICE 001 ARCHIVES 002 MECH-ABAN. 008 ELEVATOR-ABAN. 007 FIRE AL.RM 006 MECH 003 ALL GENDER RESTROOM 010 OFFICE 012 OFFICE 013 STAFF MEETING ROOM 014 OFFICE 015 ELEV. CONTROL 018 (E) ELEV. OFFICE 017 STAFF BREAK ROOM 004 (E) ELEV. CONTROL RM. 005A ELECTRICAL 019 OFFICE 016 STORAGE 005 ST-01ST-02 ST-03 5' - 7 1 / 2 " VESTIBULE 005B ALIGN F.O.F STORAGE 023 ALL GENDER RESTROOM 011 5' - 4 " 7' - 6 1 / 4 " 2' - 5 " 6' - 5 3/4" 4' - 7 1/4" 10 ' - 7 1 / 2 " 6' - 8 1 / 4 " ALIGN ALIGN ALIGN ALIGN ALIGN 5' - 3"7' - 2 1/4"5' - 5 1/4"17' - 5 1/2"5' - 5"12' - 8 1/2"12' - 5 1/4"12' - 8 1/2" ALIGN F.O.F. ALIGN 5' - 8 " 5' - 9 1 / 2 " 11 ' - 2 1 / 4 " 2' - 3 3 / 4 " 7' - 0 3 / 4 " 4' - 11 1/4"1' - 5 3/4"10' - 8 3/4" 4' - 3 1/2"7' - 8 1/2" ALIGN F.O.F. 2' - 9 1/2"34' - 1 1/2" ALIGN F.O.F. ALIGN F.O.F. 6' - 5" 2' - 0 " 24 ' - 1 1 / 2 " 9' - 2 1 / 2 " 2' - 5 1/2" ALIGN F.O.F ALIGN F.O.F ALIGN F.O.F #287 RFI #348 RFI 5' - 0 " #311 RFI 1' - 3 3 / 4 " #173.2 RFI ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A2.4-6 DIM CONTROL PLAN - BASEMENT 1/8" = 1'-0"1 FP00 - BASEMENT FLOOR DIM CONTROL PLAN #64 RFI 12345678910 C D E F G H YOUNG ADULT 211 HISTORY 222 STUDY 202 VESTIBULE SEATING 200A STUDY 201 ALL GENDER RESTROOM 2T1 ALL GENDER RESTROOM 2T2 STAFF RESTROOM 2T3 ADULT STACKS 200 STAIR 3 2S3 STUDY 220 STAFF MEETING ROOM 221 ACC. RAMP OPEN TO BELOW JAN.RM 217 STORAGE 200B OFFICE 223 OFFICE 226 MAKER STORAGE 216 STAFF OFFICE 224 YA STUDY BOOTH 211A OFFICE 225 ELEC. RM. 218 ST-01ST-02 ST-03ST-05 ALIGN F.O.F VIDEO RECORDING BOOTH 214 VIDEO EDITING BOOTH 213 MAKER SPACE 212 13' - 2 1/2" 5' - 6 " 6' - 1 1 " 9' - 5 3 / 4 " 35 ' - 1 3 / 4 " ALIGN F.O.F. 13' - 7 1/4"7' - 11 1/4" ALIGN F.O.F. 2' - 2 1 / 4 " 17' - 2 1/2"10' - 6"8' - 2 1/2"2' - 2 1/2"8' - 5"1' - 8 1/4"8' - 5 1/2" ALIGN F.O.F. 2' - 1 1/2"17' - 8" 5' - 8 3 / 4 " 5' - 2 1 / 4 " 11 ' - 5 " ALIGN F.O.F. 1' - 7"4' - 8"11' - 7 1/4"5' - 0" ALIGN F.O.F. W. EXISTING BULKHEAD FINISH ALIGN F.O.F. ALIGN F.O.F. ALIGN F.O.F. ALIGN F.O.F. ALIGN F.O.F. 4' - 3 1/2"8' - 4 1/4" 9' - 7 " V. I . F . 3' - 2 1 / 4 " 11 ' - 8 1 / 2 " 18' - 1 1/2"9' - 3 3/4"26' - 5"6' - 1 1/2"4' - 5 3/4" ALIGN F.O.F.W. EXISTING BULKHEAD FINISH V. I . F . 5' - 5 3 / 4 " 1' - 0 3 / 4 " 4' - 5 1/4" ALIGN F.O.F. ALIGN F.O.F. 1' - 5 1 / 4 " 2' - 3 1 / 4 " 15' - 1" 4' - 5 " ALIGN F.O.F. 1' - 9 3 / 4 " 6' - 3 3 / 4 " V. I . F . 5' - 5 " 6' - 9 3/4"9' - 11 1/4" ALIGN F.O.F. ALIGN F.O.F. ALIGN F.O.F. 1' - 5 1/4"11" ALIGN F.O.F. #198 RFI #198 RFI #198 RFI #198 RFI #198 RFI #198 RFI #198 RFI #198 RFI 4' - 7 3/4" #214 RFI #373 RFI ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A2.4-8 DIM CONTROL PLAN - SECOND FLOOR 1/8" = 1'-0"2 FP02 - SECOND FLOOR DIM CONTROL PLAN #64 RFI 7 7 8 F G H A5.0-4 2 5 8 A5.0-46 1 4 MEN RR 110 WOMEN RR 111 JAN. RM 112 3 110 111 2' - 6 " 2' - 6 1 / 2 " 1207 4' - 5 1 / 4 " 10' - 9 1/4" F14a B24a C24a F14 C14a 1209B 1210 2208 1207 1210 AL I G N 3' - 6 1 / 2 " 1205A 2208 2208 1205B 2208 ALIGN C24a F14a F14a F14 F14 AL I G N C14a C14a F14 B24 B24a G26a 17 " M I N . 18 " M A X . 3' - 6 1 / 2 " 2' - 6 1 / 2 " 36 " C L R . 60 " M I N F . O . F . 9' - 2 3/4"5' - 11" 5' - 1 0 1 / 2 " ALIGN 1066 3' - 0 1 / 2 " 1208F 1208F 1208J 1205A 1205A 2206B 2203 2203 2206B 5' - 1 1 / 4 " 59 " M I N 36 " M I N 1205A 2208 36" MIN 19 " M A X 17 " M I N 3' - 1 " 1' - 6 1 / 2 " MA X . 3' - 1 " 1208F 1208F 44" CLR. 1208J 1066 1066 1066 1210 3' - 6 1 / 2 " 2208 2208 2208 F14a 4' - 0" CLEAR 5'-0" MIN CLEAR 1208G #020 ASI 2203 1208J #401 RFI 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. REFER TO SHEET A0.2 FOR ARCHITECTURAL SYMBOLS, WALL TYPE LEGEND, ABBREVIATIONS. COORDINATE ALL ACCESSIBILITY COMPLIANCE REQUIREMENTS, SEE SHEET A0.5 SERIES. REFER TO ENLARGED PLANS FOR ADDITIONAL DIMENSIONS. REFER TO SHEET A9.0 SERIES FOR INTERIOR PARTITION TYPES AND DETAILS. REFER TO SHEET A4 SERIES FOR FINISH PLANS. ALL EXTERIOR AND INTERIOR STEEL EXPOSED TO PUBLIC SHALL BE A.E.S.S. REFER TO A-- A.E.S.S. CATEGORIES. COORDINATE PENETRATIONS WITH STRUCTURAL, MECHANICAL, PLUMBING, CIVIL, ELECTRICAL AND TELECOM. MECHANICAL, LIGHTING, A/V FIXTURES SHOWN FOR COORDINATION. S.M.D,. S.E.D., S.T.D. FOR COMPLETE QUANTITY AND EXTENTS OF FIXTURES. NOTIFY OWNER'S REP AND ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO PROCUREMENT AND INSTALLATION. REFER TO SHEET A2.6-1 FOR DOOR SCHEDULE. REFER TO A0.3-0 FOR GENERAL NOTES. PROVIDE BACKING IN ALL WALLS AS REQUIRED FOR SHELVES, CABINETS, BRACKETS, GRAB BARS, HANDRAILS, ETC. SEE A9.01 SEE A0.6-1 FOR TYPICAL RULES FOR DETERMINING HEIGHTS AND LOCATIONS SEE A0.5-1 FOR DISABLE ACCESS COMPLIANCE MOUNTING HEIGHTS AND LOCATIONS ALIGN NEW WALL FINISH WITH EXISTING WALL FINISH SHEET NOTES: ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A2.5-5 ENLARGED FLOOR PLANS RESTROOMS KEYNOTE NO.KEYNOTE TEXT 1066 PHENOLIC TOILET PARTITION 1205A GRAB BAR, 36" LENGTH BACK BAR, 42" LENGTH SIDE BAR, PROVIDE BACKING 1205B GRAB BAR, 42" LENGTH BOTH SIDES, PROVIDE BACKING 1207 ELECTRIC HAND DRYER 1208F TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, SERVES BOTH COMPARTMENTS, WOMEN'S COMBO UNIT 1208G TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, MEN'S COMBO UNIT 1208J TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, FLUSH AGAINST PARTITION ON ONE SIDE, COMBO UNIT FOR ACCESSIBLE 1209B WALL MOUNTED URINAL PARTITION 1210 FOLD-DOWN BABY CHANGER 2203 URINAL, S.P.D. 2206B LAVATORY, RAMP SINK, S.P.D. COUNTERTOP MOUNTED FAUCET, SOAP DISPENSER AND HAND DRYER 2208 PLUMBING, S.P.D. 1/2" = 1'-0"4 ENLARGED PUBLIC RESTROOMS - 1ST FLOOR RESTROOM ACCESSORIES SCHEDULE KEYNOTE NO.KEYNOTE TEXT MODEL 1066 PHENOLIC TOILET PARTITION SEE SECTION 102113 1205A GRAB BAR,36" LENGTH BACK BAR, 42" LENGTH SIDE BAR, PROVIDE BACKING BOBRICK B-5806 x 36 (BACK); B5-806 x 42 (SIDE) 1205B GRAB BAR, 42" LENGTH BOTH SIDES, PROVIDE BACKING BOBRICK B5-806 x 42 (SIDE) 1207 ELECTRIC HAND DRYER PINNACLE SURFACE MODEL P3-12S 1208D TOILET PAPER & SEAT-COVER DISPENSER, RECESSED, ON LEFT SIDE, COMBO UNIT FOR ACCESSIBLE BOBRICK B-3091 1208E TOILET PAPER & SEAT-COVER DISPENSER, RECESSED, ON RIGHT SIDE, COMBO UNIT FOR ACCESSIBLE BOBRICK B-3092 1208F TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, SERVES BOTH COMPARTMENTS, WOMEN'S COMBO UNIT BOBRICK B-357 1208G TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, FLUSH AGAINST PARTITION ON ONE SIDE, COMBO UNIT FOR ACCESSIBLE BOBRICK B-3579 1208J TOILET PAPER & SEAT-COVER DISPENSER, PARTITION MOUNT, FLUSH AGAINST PARTITION ON ONE SIDE, COMBO UNIT FOR ACCESSIBLE BOBRICK B-30919 1209B WALL MOUNTED URINAL PARTITION SEE SECTION 10 2113 1210 FOLD-DOWN BABY CHANGER KOALA KB310-SSRE 2206B LAVATORY, RAMP SINK, S.P.D. COUNTERTOP MOUNTED FAUCET, SOAP DISPENSER AND HAND DRYER SEE PLUMING DRAWINGS #401 RFI #401 RFI #401 RFI #401 RFI #401 RFI #401 RFI FEC FE C 12345678910 C D E F G H WALLS BASE FLOOR N E S W N E S W GREAT READING ROOM101 P-1 R-1 C-5, MT-1A, MT 1-B P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W ADULT STACKS119 P-1 N/A C-1 P-1 P-1 P1 R-1 R-1 N/A WALLS BASE FLOOR N E S W N E S W YOUTH STACKS118 P-1 N/A C-1 P-1 P-1 P-1 R-1 N/A N/A WALLS BASE FLOOR N E S W N E S W YOUTH STACKS117 N/A R-1 C-2C P-1 P-1 N/A R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W STORAGE108 P-1 R-1 CO-1 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W MEN RR110 PT-2, P-1 T-1 PT-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 T-1 T-1 T-1 WALLS BASE FLOOR N E S W N E S W WOMEN RR111 PT-2, P-1 T-1 PT-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 T-1 T-1 T-1 WALLS BASE FLOOR N E S W N E S W ALL GENDER RESTROOM115 TW-1, P-1 T-1 PT-1 TW-1, P-1 TW-1, P-1 TW-1, P-1 T-1 T-1 T-1 WALLS BASE FLOOR N E S W N E S W ALL GENDER RESTROOM114 TW-1, P-1 T-1 PT-1 TW-1, P-1 TW-1, P-1 TW-1, P-1 T-1 T-1 T-1 WALLS BASE FLOOR N E S W N E S W MECH.113 P-1 R-1 CO-1 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W BOOKMOBILE ROOM103 P1 R-1 C-4, R-1 P1 P1 P1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W STAFF-WOMEN RESTROOM104 PT-2, P-1 T-1 PT-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 T-1 T-1 T-1 WALLS BASE FLOOR N E S W N E S W STAFF MEN RESTROOM105 PT-2, P-1 T-1 PT-1 PT-2, P-1 PT-2, P-1 PT-2, P-1 T-1 T-1 T-1 WALLS BASE FLOOR N E S W N E S W I.T.106 P-1 R-1 CO-1 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W BOOKSTORE109 P-1 R-1 C-1 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W SORTING123 P1 R-1 C-4, R-1 P1 P1 P1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W FAMILY ZONE121 P-1 R-1 C-3B, C-3C P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W NURSING/SENSORY116 P-1 R-1 C-3C P-1 P-5 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W STORAGE124 P-1 R-1 C3-A P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W OFFICE103A P-1 R-1 C-4 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W VESTIBULE107 P-1 R-1 C5 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W MEETING/COMMUNITY ROOM102 P-1 R-1 C-5 P-1 WP P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W VESTIBULE100 P-4 R-1 C-5 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W TODDLERS AND INFANTS120 P-1 R-1 C-2A, C-2B P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W ELEVATOR219 N/A R-1 CO-1 N/A N/A N/A R-1 R-1 R-1 P-4 P-5 WALLS BASE FLOOR N E S W N E S W JAN. RM112 FRP NO BASE EXISTING FRP FRP FRP NO BASE NO BASE NO BASE ENTRANCE FLOOR MAT MIN 10' L X 6' W ENTRANCE FLOOR MAT MIN 7' W X 6' L 10' - 0"6' - 0 " 7' - 0" 6' - 0 " #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI NEW TRAVERTINE TILE MT-1A & MT-1B; SEE 12/ A9.2-1 FOR FLOORING STONE TILE TRANSITION #020 ASI #020 ASI #020 ASI #020 ASI #016 ASI #016 ASI #016 ASI #016 ASI WALLS BASE FLOOR N E S W N E S W STAIR #2ST-2 P-1 R-1 RF-1 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W STAIR #1ST-1 P-1 R-1 RF-1 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W AV CLOSET102B P-1 R-1 C-5 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W STORAGE102A P-1 R-1 C-5 P-1 P-1 P-1 R-1 R-1 R-1 WALLS BASE FLOOR N E S W N E S W STAIR #3ST-3 P-1 R-1 RF-1 P-1 P-1 P-1 R-1 R-1 R-1 #016.1 ASI #016.1 ASI #016.1 ASI #016.1 ASI #016.1 ASI #016.1 ASI #016.1 ASI #016.1 ASI WALLS BASE FLOOR N E S W N E S W FIREPLACE ROOM122 P-1 R-1 C-1 P-1 P-1 P-1 R-1 R-1 R-1 #209 RFI #209 RFI 13 ' - 9 3 / 4 " 16' - 7 1/4" 171°171° 3' - 7 3 / 4 " 4' - 0 1 / 2 " 2' - 0" 13' - 0" 2' - 0" 2' - 0" 13' - 0" 2' - 0" 17' - 0"17' - 0" 7' - 5 " 7' - 5 " 3' - 4 1 / 2 " 3' - 4 1 / 2 " 90° 90° 90° 90° 90°90° 90° 90° 90° 90° 90° 90° 90° V.I.F . 94° C.L. A B A, B PARTS SHOULD BE SYMMETRICAL W. C.L. BETWEEN GRIDS 5&6 DIMS NOTED HERE ARE FOR REF ONLY AND SHOULD BE V.I.F. 90° 90° 90° 90° INTERIOR FLOOR FINISH LEGEND C-5: CARPET TILE C-2A: CARPET TILE CO-1: SEALED CONCRETE R-1: RESILIENT FLOOR MT-1A: NEW TRAVERTINE FLOOR TILE LIGHT PT-1: PORCELAIN TILE C-1: CARPET TILE C-2C: CARPET TILE C-3A: CARPET TILE C-4: CARPET TILE C-2B: CARPET TILE C-3B: CARPET TILE C-3C CARPET TILE C-6: CARPET TILE C-6A: CARPET TILE MT-1B: NEW TRAVERTINE FLOOR TILE DARK R-2: RESILIENT FLOOR #016 ASI RF-1: RUBBER FLOOR FOR STAIRS #016.1 ASI INTERIOR WALL FINISH LEGEND AWP-1:TACKABLE ACOUSTIC WALL PANEL FRP:FIBER REINFORCED PLASTIC PANEL MB:MARKERBOARD P-0: PTD. GYP BOARD CEILING/SOFFIT COLOR, THE SAME PAINT AS P-1 TYPICAL U.O.N. P-1: WALL COLOR, TYPICAL U.O.N. P-2: BASEMENT OFFICE ACCENT COLOR P-3:YOUTH/ MAKER RM ACCENT COLOR P-4:HALLWAY/ STUDY ROOM ACCENT COLOR P-5:ROOM ACCENT COLOR P-6: VIDEO RECORDING ROOM GREEN WALL COLOR TW-1:PORCELAIN TILE 4' HEIGHT TYP. (SEE A5.0-0 FOR ADDITIONAL INFORMATION) WP:WOOD VENEER PANEL WG:CUSTOM ACOUSTIC WOOD GRILLE INTERIOR BASE FINISH LEGEND R-1: RUBBER BASE T-1: PORCELAIN TILE BASE 1.SEE A4.0-1 FOR FINISH LEGEND SCHEDULE AND NOTES. SHEET NOTES: ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A4.1-2 FINISH FLOOR PLAN- 1ST FLOOR 1/8" = 1'-0"1 NP01- FINISH FLOOR PLAN- FIRST FLOOR MT-1 #020 ASI #382 RFI INTERIOR WALL FINISH LEGEND MB MARKERBOARD AWP-1 TACKABLE ACOUSTIC WALL PANEL PT-2 PORCELAIN TILE 4' HEIGHT TYP. FRP FIBER REINFORCED PLASTIC PANEL WP WOOD VENEER PANEL P-1 PAINT P-5 PAINT P-2 PAINT P-6 PAINT P-3 PAINT P-4 PAINT #97 RFI 2' - 8" 5' - 0 " 5' - 5 " 2' - 4 " 0911 2708 8" 4' - 0 " 8" 10' - 1"2' - 8"SANTA ANA CITY'S SEAL. SEE G SERIES FOR DETAIL TV 15 A9.5-2 9' - 0" EQ EQ EQ 2' - 1 0 " 9 A9.6-2 2 A9.6-11070 2 A9.6-1 12 A9.6-2 1202 1071 1202 1' - 1 0 " 7' - 8 " 4' - 8 " #404 RFI 6' - 0" 2' - 4 " EQ EQ EQ EQ 48 " M A X . 15 " M I N . ADA 2' - 1 0 " 1 A9.6-1 1072 12 A9.6-2 1202 1006 #405 RFI 3' - 5 1/2" 7' - 1 1 / 2 " 211B 02 A9.3-1 01 A9.3-1 11 A9.3-1 1001 6' - 10" 2' - 1 0 1 / 2 " 2 A9.6-1 9 A9.6-2 10 A9.6-2 1202 INTERIOR BASE FINISH LEGEND R-1: RUBBER BASE T-1: PORCELAIN TILE BASE 1.CITY'S SEAL REFER TO SIGGNAGE DRAWING (G. SERIES) FOR GRAPHIC AND DETAILS ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A5.0-1 INTERIOR ELEVATIONS KEYNOTE NO.KEYNOTE TEXT 0609 SOLID SURFACE COUNTER WITH BASE AND UPPER CABINETS, SEE CASEWORK DETAILS A9.5 0806 INTERIOR STOREFRONT SYSTEM 0911 4"H WALL BASE, SEE FINISH SCHEDULE 1001 SIGNAGE, SEE G-SERIES DRAWINGS 1006 METAL LOCKERS ADA-COMPLIANT 1011 MARKER BOARD 1035 TACK BOARD 1070 DISHWASHER OFOI 1071 REFRIGERATOR OFOI 1072 VENDING MACHINE OFOI 1111 TV SCREEN, SEE TELECOM DWGS 1202 QUARTZ COUNTERTOP 2703 PROJECTOR SCREEN, SEE A/V DRAWINGS 2708 LCD MONITOR. SEE INT ELEVATIONS AND A/V DRAWINGS 1/4" = 1'-0"6 IE - 102 MEETING/COOMUNITY ROOM - SOUTH 1/4" = 1'-0"10 IE - 102 MEETING COMMUNITY ROOM - NORTH 1/4" = 1'-0"1 IE - 004 STAFF BREAKROOM - EAST 1/4" = 1'-0"5 IE - 004 STAFF BREAKROOM - NORTH 1/4" = 1'-0"14 IE - 211A YA STUDY BOOTH - NORTH 1/4" = 1'-0"11 IE - 211A YA STUDY BOOTH - EAST 1/4" = 1'-0"3 IE - 211 YOUTH ADULT - WEST 1/4" = 1'-0"13 IE - 107 VESTIBULE - SOUTH 1/4" = 1'-0"2 IE - 102 MEETING/ COMMUNITY ROOM - PANTRY 1/4" = 1'-0"7 IE -211A YA STUDY BOOTH - SOUTH WINDOW SCHEDULE - INTERIOR A5.0-1 WIN #LENGTH HEIGHT GLAZING TYPE FRAME MATERIAL FRAME FINISH SHADE TYPE i210 4' - 0 1/2"7' - 0"DT AL PT N/A i211 6' - 10"7' - 1 1/2"DT AL PT N/A i211A 7' - 5"7' - 1 1/2"DT AL PT N/A i212A 6' - 2"7' - 1 1/2"DT AL PT N/A i213 8' - 1 1/2"10' - 0"DT AL PT N/A i214 7' - 10 1/2"7' - 1 1/2"DT AL PT N/A 1/4" = 1'-0"9 IE -004 STAFF BREAKROOM - SOUTH 1/4" = 1'-0"8 IE- 201 STUDY ROOM - EAST 1/4" = 1'-0"15 IE - 211 YOUTH ADULT SOUTH 1/4" = 1'-0"4 IE-014 STAFF MEETING ROOM-EAST #020 ASI #020 ASI 1/4" = 1'-0"12 IE-102 MEETING/COMMUNITY ROOM #262 RFI #262 RFI 6-11 3/4" SECOND FLOOR -107' - 10 1/2" (E) SOFFIT FROM VERTICAL FACE OF BULKHEAD TO 8 ” TO REMAIN (E) VERTICAL BULKHEAD AND TRIM TO REMAIN NEW CEILING HEIGHT VARIES, SEE A6.0-3 SECOND FLOOR -107' - 10 1/2" 8" NEW CEILING HEIGHT VARIES, SEE A6.0-3 NEW SOFFIT TO MATCH AND ALIGN WITH EXISTING SOFFIT HEIGHT ELEVATION, TO CONFIRM IN FIELD DEMO WALL HEIGHT TO TOP OF EXISTING SOFFIT; HEIGHT TO CONFIRM IN FIELD KEEP THE UPPER PORTION WAYFINDING SIGNAGE 7'-10" 8'-6" SLIP TRACK 4" STUD WALL ALIGN TOP OF JOINT TO 7'-10" (UNDERSIDE OF OPENINGS) PLASTER WITH METAL LATH 16 GA NESTED TRACK/STUD 7'-8" NOTE: 1. SEE DETAIL 03 & 17 FOR TYP NOTES. 2. S.S.D FOR STRENGTHENING AND CONNECTION OF SUSPENDED STUD WALL AND CEILING 3. SELECT EITHER OPTION-A OR B FOR STUD CONNECTION FROM SOFFIT JOIST TO EXISTING STRUC BASED ON SITE CONDITIONS 4. SELECT EITHER OPTION-C OR D FOR ADDITIONAL VERTICAL STUDS ’ BRACING BASED ON SITE CONDITION OPTION-A OPTION-D OPTION-C OPTION-B 7'-10" 8'-6" (3) #10 SMS TYP., U.N.O. (E) STRUCTURE (E) STUDS 6" BOTTOM TRACK ATTACH TO EXISTING WITH "L" BRACKET AND SCREWS 3/4" REVEAL WALL ANGLE AND FASTENER (BY SUBCONTRACTOR) 5/8" GYP. BD. CROSSPIECE WOOD GRILLE CEILING (TYP) 4" STUDS 8'-8" (E) PLASTER AND ASSOCIATED FRAMING V.I.F. 3' - 2 1/4" 4" JOIST @ 16" O.C. INFILL PLASTER W. METAL LATH (4) #10 SMS @ DIAG. BRACE TO VERT. STUD CONNECTION, TYP. NOTE: 1. S.S.D FOR STRENGTHENING AND CONNECTION OF SUSPENDED STUD WALL AND CEILING 2. SELECT EITHER OPTION-A OR B FOR STUD CONNECTION FROM SOFFIT JOIST TO EXISTING STRUC BASED ON SITE CONDITIONS 3. SELECT EITHER OPTION-C OR D FOR ADDITIONAL VERTICAL STUDS ’ BRACING BASED ON SITE CONDITION "L" BRACKET WITH SELF TAPPING SCREWS CEILING SUPPORT JOISTS PER 16/S6.0-3 STUDS PER 16/S6.0-3 OPTION-A OPTION-D OPTION-C OPTION-B 7'-10" 8'-6" V.I.F. 3' - 2 1/4" SLIP TRACK 4" STUD WALL ALIGN TOP OF JOINT TO 7'-10" (UNDERSIDE OF OPENINGS) PLASTER WITH METAL LATH 16 GA NESTED TRACK/STUD 9'-6" ACT CEILING WITH T-BAR GRID NOTE: 1. SEE DETAIL 03 FOR TYP NOTES. 2. S.S.D FOR STRENGTHENING AND CONNECTION OF SUSPENDED STUD WALL AND CEILING 3. SELECT EITHER OPTION-A OR B FOR STUD CONNECTION FROM SOFFIT JOIST TO EXISTING STRUC BASED ON SITE CONDITIONS 4. SELECT EITHER OPTION-C OR D FOR ADDITIONAL VERTICAL STUDS ’ BRACING BASED ON SITE CONDITION OPTION-A OPTION-D OPTION-C OPTION-B ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A5.0-6 INTERIOR SECTIONS 1/4" = 1'-0"1 INTERIOR SECTION @ BULKHEAD, LEVEL 2 #30 RFI 1/4" = 1'-0"5 INTERIOR SECTION @ DEMO WALL NEXT TO RAMP, LEVEL 2 3" = 1'-0"20 IWA- EXISTING WALL TO GYP. BD. CEILING &OPENINGS 3" = 1'-0"3 IWA- EXISTING WALL TO WOOD SLAT&ACOUSTIC CEILING TILES 3" = 1'-0"17 IWA- EXISTING WALL TO GYP. WALL&T-BAR CEILING #365 RFI FE C FE C FE C FE C FE C 12345678910 C D E F G H STAFF OFFICE 001 MECH 003 ALL GENDER RESTROOM 010 STAFF MEETING ROOM 014 OFFICE 013 OFFICE 012 ARCHIVES 002 ELEV. CONTROL 018 FIRE AL.RM 006 ELEVATOR-ABAN. 007 MECH-ABAN. 008 OPEN TO STRUCTURE OPEN TO STRUCTURE OPEN TO STRUCTURE OPEN TO STRUCTURE +7'-6" (E) ELEV. CONTROL RM. 005A STAFF BREAK ROOM 004 +7'-6" OPEN TO STRUCTURE +9'-8 1/4" +9'-8 1/4" +9'-8 1/4" +9'-8 1/4" +9'-8 1/4" OFFICE 015 OFFICE 016 OFFICE 017 STORAGE 005 SMOKE CONTAINMENT SYSTEM #002 ASI #002 ASI #002 ASI #002 ASI +7'-8" +8'-0" +7'-6"+7'-2" +7'-10" +6'-2"+6'-2"+6'-2"+6'-2"+6'-2"+6'-2" #020 ASI #020 ASI #020 ASI #020 ASI #002 ASI #020 ASI #020 ASI #019 ASI #019 ASI #020 ASI ALL GENDER RESTROOM 011 4 A1.2-38 A1.2-3 9" +7'-6" 30 ' - 3 " EXISTING CABLE TRAY SEE TN.6.1-0 EXISTING CABLE TRAY SEE TN.6.1-0 9 A9.4-1 9 A9.4-1 2"2" 2"2" #159.1 RFI +7'-6"+7'-6" #024 ASI +8'-0" #311 RFI +7'-6" +7'-6" #357 RFI #357 RFI #357 RFI #357 RFI #357 RFI #357 RFI +7'-6"+7'-6"+7'-6" #357 RFI #357 RFI #357 RFI #357 RFI 1' - 1 1 " 1' - 1 1 " #377 RFI #357.1 RFI #405 RFI #405 RFI REFLECTED CEILING PLAN LEGEND G-1: GYPSUM BOARD CEILING PTD. ACT-2: 2'X4' ACOUSTIC CEILING TILE ACT-1: 1'X1' ACOUSTIC CEILING TILE W-1: CUSTOM WOOD GRILLE WITH ACOUSTIC BACKING OPEN TO STRUCTURE ABOVE C -1: CEMENT PLASTER (E) CEILING TO REMAIN #002 ASI 1. 2. LIGHT FIXUTRE AND LIGHTING SCHEDUDLE REFER TO ELECTRICAL DRAWING (E. SERIES) FOR GRAPHIC AND DETAILS NOT ACCEPTABLE TO RUN THE CONDUIT EXPOSED#002 ASI ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A6.0-1 REFLECTED CEILING PLAN- BASEMENT 1/8" = 1'-0"1 RCP00-REFLECTED CEILING PLAN-BASEMENT #159 RFI #159 RFI #159 RFI #159 RFI #159 RFI #159 RFI #159 RFI #159 RFI #159 RFI 12345678910 C D E F G H TODDLERS AND INFANTS 120 GREAT READING ROOM 101 YOUTH STACKS 117 MECH. 113 MEN RR 110 WOMEN RR 111 STORAGE 108 BOOKMOBILE ROOM 103 SORTING 123 I.T. 106 STAFF MEN RESTROOM 105 STAFF-WOMEN RESTROOM 104 ALL GENDER RESTROOM 114 ALL GENDER RESTROOM 115 JAN. RM 112 BOOKSTORE 109 +8'-0" +8'-0" NURSING/SENSORY 116 STORAGE 124 REPLACE (E) 1'X1' CLG TILES WITH NEW TILES, GRIDS AND LIGHTS. YOUTH AREA: NEW ACT TILE AND NEW GRID SYSTEM OFFICE 103A+8'-0"+8'-0" MEETING/COMMUNITY ROOM 102 VESTIBULE 107 +8'-7" +9'-0" VESTIBULE 100 +9'-4 1/2" +8'-0" +8'-0" +8'-0"+8'-0" DRAPES AND ROD 15'-8"W X 28' H TRIM BETWEEN CEILINGS @ DIFFERENT HEIGHTS +8'-0" +7'-7" +8'-6" +8'-0" +7'-7" #002 ASI #002 ASI #002 ASI ALIGN TILE PATTEN AT TWO SURFACES #002 ASI +8'-9" +10'-2" #12 RFI #38 RFI 3' - 0 3/4"22' - 0" +7'-6"+7'-6" +8'-0" +8'-0" +9'-0" +8'-0" #43 RFI 4 5/8"3' - 0 3/4" 2' - 3 3/8" DEMO ABOVE 9'-0 A.F.F. DEMO ABOVE 9'-0 A.F.F. +9'-0" DEMO ABOVE 9'-0 A.F.F. +10'-0" #60 RFI #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI #020 ASI 7 A9.4-1 11 A9.4-1 7 A9.4-1 14 A9.4-1SIM. #020 ASI #120 RFI #109 RFI #120 RFI #120 RFI 4 A1.2-38 A1.2-3 +7'-6"+7'-6" +9'-4 1/2" +8'-0" HIGH CEILING FOR COMPACT SHELVING. CEILING HEIGHT TO BE VERIFIED WITH SELECTED SHELVING MANUFACTURER #142 RFI #142 RFI #023 ASI 4" 11 ' - 8 " 1' - 7 1 / 4 " 1' - 0 3/4"15' - 4"1' - 8" 10 A9.4-3 9 A9.4-1 7 A9.4-1 7 A9.4-1 #142.1 RFI #142.1 RFI V. I . F . 15 ' - 2 " A1.0-2 3 ALIGN F.O. BULKHEAD #270#024 ASI +9'-0" #306 RFI +8'-0" #306 RFI OPEN TO STRUCTURE #367 RFI 8 A9.4-2 13 A9.4-1 #368 RFI #370 RFI 4' - 1 1/2" 16 A9.4-3 8 3 / 4 " 8 3 / 4 " #251.2 RFI #390 RFI #390 RFI REFLECTED CEILING PLAN LEGEND G-1: GYPSUM BOARD CEILING PTD. ACT-2: 2'X4' ACOUSTIC CEILING TILE ACT-1: 1'X1' ACOUSTIC CEILING TILE W-1: CUSTOM WOOD GRILLE WITH ACOUSTIC BACKING OPEN TO STRUCTURE ABOVE C -1: CEMENT PLASTER (E) CEILING TO REMAIN #002 ASI 1. 2. LIGHT FIXUTRE AND LIGHTING SCHEDUDLE REFER TO ELECTRICAL DRAWING (E. SERIES) FOR GRAPHIC AND DETAILS NOT ACCEPTABLE TO RUN THE CONDUIT EXPOSED#002 ASI ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A6.0-2 REFLECTED CEILING PLAN- FIRST FLOOR 1/8" = 1'-0"1 RCP01-REFLECTED CEILING PLAN- FIRST FLOOR #231 RFI FE C FE C FEC 12345678910 C D E F G H STUDY 201 STUDY 202 STAFF RESTROOM 2T3 ALL GENDER RESTROOM 2T2 ALL GENDER RESTROOM 2T1 STUDY 220 STAFF MEETING ROOM 221 HISTORY 222 ADULT STACKS 200 VESTIBULE SEATING 200A YOUNG ADULT 211 JAN.RM 217 STAIR 3 2S3 +8'-0"+8'-0"+8'-0" STORAGE 200B MAKER STORAGE 216 +9'-6" OFFICE 226 OFFICE 223 DRAPES AND ROD 15'-8"W X 28' H +9'-6" YA STUDY BOOTH 211A +9'-6" +7'-10" STAFF OFFICE 224 +9'-6" +9'-6" +9'-6" +9'-6" +8'-8" SMOKE CONTAINMENT SYSTEM OFFICE 225+9'-6" +9'-6" +9'-0" ELEC. RM. 218 VIDEO RECORDING BOOTH 214 VIDEO EDITING BOOTH 213 +9'-6" +9'-6"+9'-6" CEILING ABOVE F/F LEVEL OF HISTORY AND OFFICE +7'-8" EXISTING SOFFIT HEIGHT ELEVATION, TO CONFIRM IN FIELD NEW SOFFIT TO MATCH AND ALIGN WITH EXISTING SOFFIT HEIGHT ELEVATION, TO CONFIRM IN FIELD #30 RFI 1 A5.0-65 A5.0-6 +9'-6" +7'-10"+7'-10" #020 ASI #020 ASI #160 RFI 5' - 5 3 / 4 " +7'-10" #204 RFI +7'-8" #204 RFI #204 RFI #204 RFI #204 RFI #028 ASI OPEN TO STRUCTURE #306 RFI A.F.F.9' - 6" 13 A9.4-1 3 A5.0-6 17 A5.0-6 17 A5.0-6 20 A5.0-6 17 A5.0-6SIMSIM #365 RFI #365 RFI#365 RFI #365 RFI#365 RFI ALIGNALIGN +7'-10" +7'-10" +8'-5" REFLECTED CEILING PLAN LEGEND G-1: GYPSUM BOARD CEILING PTD. ACT-2: 2'X4' ACOUSTIC CEILING TILE ACT-1: 1'X1' ACOUSTIC CEILING TILE W-1: CUSTOM WOOD GRILLE WITH ACOUSTIC BACKING OPEN TO STRUCTURE ABOVE C -1: CEMENT PLASTER (E) CEILING TO REMAIN #002 ASI 1. 2. LIGHT FIXUTRE AND LIGHTING SCHEDUDLE REFER TO ELECTRICAL DRAWING (E. SERIES) FOR GRAPHIC AND DETAILS NOT ACCEPTABLE TO RUN THE CONDUIT EXPOSED#002 ASI ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A6.0-3 REFLECTED CEILING PLAN- SECOND FLOOR 1/8" = 1'-0"1 RCP02- REFLECTED CEILING PLAN- SECOND FLOOR #12 HANGER WIRE TEE GRID SYSTEM ACOUSTICAL CEILING PANELS PERIMETER TRIM 4"H U.N.O. T-BAR CONNECTOR CLIP SEISMIC CLIP "TEGULARIZE" CUT PANELS AT PERIMETER "T" BAR SUSPENDED ACOUSTICAL CEILING PANEL HEMMED ANGLE MOUNDING PARTITION AS SCHEDULED, SEE PLAN FOR TYPE WIRE HANGER 3/4" MIN. 8" MAX. 7/8" NOTE: USE SLIP CONNECTION AT TWO ADJACENT WALLS. AT THE TWO OTHER, SECURE THE MAIN AND CROSS TEES TO THE WALL ANGLE TO FORM A FIXED CONNECTION. VERIFY WITH CEILING MANUFACTURER THE REQ'D CLEAR DIMENSION BETWEEN CEILING TEE AND WALL. (4) 12GA. SPLAY WIRES (ATTACH TO MAIN RUNNER ONLY)@ 45° FROM CLNG. PLANE + 90° FROM EACH OTHER PARALLEL TO CROSS TEES AND MAIN RUNNERS. SPACE @ 12' O.C. MAX BOTH DIRECTIONS. HEAVY DUTY MAIN RUNNER @ 4'-0" O.C. LOCKING CROSS TEES @ 2'-0" O.C. TYP. MAX. MAX. 2" 2" TYP. 12GA. HANGER WIRE ATTACHED TO STRUCTURE ABV. COMPRESSION STRUT. ANGLE CLIP-PINNED TO CEILING STRUCTURE AND BOLTED TO VERTICAL COMPRESSION STRUT TYP. 12 GA. HANGER WIRE @ 4' O.C. + W/IN 8" OF PERIM. WALL OR CLNG. DISCONTINUITY. ADD. WIRES W/IN 3" OF EA. CORNER OF EA. FIXTURE + 2 ADD. WIRES ATTACHED TO OPP. CORNERS OF FIXTURES. COMPRESSION STRUT SEE STRUT CONNECTION DETAIL 3/A9.2-1 FOR ATTACHMENT TO STRUCTURE ABOVE. LOCATE ON MAIN RUNNER ON CENTER OF 12x24 FIELD GRID, STARTING AT MAX. OF 6'-0" FROM PERIMETER.• • • NOTES: 1. AREA OF CEILING PER EACH BRACE NOT TO EXCEED 144 SQ. FT 2. FIRST BRACING POINT WITHIN 6 FT. OF EACH WALL. 3. BRACE POINT ON MAIN RUNNER NOT TO EXCEED 2" DISTANCE FROM CROSS RUNNER. 4. COMPLY WITH CBC 2022 FOR CEILING SUPPORT. 5. AT LIGHT FIXTURES PROVIDE SAFETY CLIPS TO TIE TO CLNG. LIGHT FIXTURE (ALL TYPES) MECHANICALLY ATTACHED TO GRID (TWO PER FIXTURE UNLESS INDEPENDENTLY SUPPORT), REQUIRED FOR: - PENDANT-HUNG FIXTURES DIRECTLY SUPPORTED FROM STRUCTURE WITH 9 GA. WIRE - RIGID LAY-IN OR CAN FIXTURES: LESS THAN OR EQUAL TO 10LBS, ONE WIRE TO STRUCTURE 11-56 LBS: TWO WIRES FROM HOSUING TO STRUCTURE EQUAL TO OR GREATER THAN 57 LBS: SUPPORTED DIRECTLY TO STRUCTURE TOP CLIP (MECHANICALLY FASTENED) SPRING CLIP VERTICAL HANGER WIRE BULB CLIP (MECHANICALLY FASTENED) "T" BAR CROSS TEE "T" BAR MAIN RUNNER TEGULAR ACOUSTIC PANEL WIRE HANGER NOTES: 1. SEE SCHEDULE FOR FINISH CEILING TYPE 2. USE MANUFACTURER RECOMMENDED SEISMIC PERIMETER CONNECTION AT TWO ADJACENT WALLS. AT THE TWO REMAINING WALLS, SECURE THE MAIN AND CROSS TEES TO THE WALL ANGLE TO FORM A FIXED CONNECTION ELEVATION SCHEDULED SUSPENDED CEILING SYSTEM 3/4" MIN8" BRACING WIRES, 12 GAUGE MIN. PLAN 8"6'-0" MAX 12'-0" O.C. 6' - 0 " M A X 12 ' - 0 " O . C . 90°90° 3/4" MIN. CLEAR CROSS RUNNER OR MAIN RUNNERRIGID VERTICAL STRUT @ 12'-0" O.C. I.C.B.O. #2244, SEE DET. 2, 3/A9.4-1 NOTE: TIE MAIN AND CROSS RUNNER TO TWO ADJACENT WALLS THAT WITH FIXIED CONNECTIONS, 7/A9. 4-1. THE OTHER TWO ADJACENT WALLS SHALL BE A SLIPPED CONNECTION, 1/A9.4-1 . 45 , 0 0 ° . PERIMETER VERTICAL HANGER WIRES, TYP. ATTACH SCREW THROUGH EITHER TOP FASTENER OPENING 8 MAX. PERIMETER HANGER WIRE 7/8" SEISMIC CLIP (USG ACM7) PERIMETER CLOSURE (MOLDING) 2 ALIGN .25" MOUNTING HOLE CAM LATCH .625" RECESS PLASTIC GROMMET ADHESIVE MASTIC DRYWALL BEAD HINGE PANEL WIDTH AS SPECIFIED 0' - 2 1 / 2 " ALIGN EDGE MOULDING HANGER WIRE, SEE A9.4-1 & A9.4-2 FOR CONNECTION AND MIN. SPACING REQUIREMENTS SUSPENDED SOFFIT ACT CEILING, SEE RCP B.O. CLG. SEE R.C.P. SOFFIT COLUMN W/ FIREPROOFING, S.S.D. L TRIM 2-1/2 INCH DRML-300 #10 SMS, TYP. 2-1/2" C-CHANNEL ACT CEILING, WHERE OCCURS, SEE RCP SLIP CONNECTION HANGER WIRE, SEE A9.4-1 & A9.4-2 FOR CONNECTION AND MIN. SPACING REQUIREMENTS 1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG. 2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG. B.O. CLG SEE RCP PER R.C.P. 2 1 / 2 " #371 RFI SOFFIT COLUMN W/ FIREPROOFING, S.S.D. L TRIM 2-1/2 INCH DRML-300 #10 SMS, TYP. 2-1/2" C-CHANNEL ACT CEILING, WHERE OCCURS, SEE RCP SLIP CONNECTION HANGER WIRE, SEE A9.4-1 & A9.4-2 FOR CONNECTION AND MIN. SPACING REQUIREMENTS 1. SIM. REVEALS @ STRUCTURAL PENETRATION OF ACT CLG. 2. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG. B.O. CLG SEE RCP PER R.C.P. 2 1 / 2 " JOIST STUD AS NEEDED SEE 04/A9.4-3 SOFFIT FRAMING, #10 SMS, TYP. #371 RFI #142.1 RFI TRANSITION TRIM HANGER WIRE TO STRUCTURE CROSS TEE \MAIN BEAM ACOUSTICAL LAY-IN PANEL HANGER WIRE TO STRUCTURE MAIN BEAM ACOUSTICAL LAY-IN PANEL CROSS TEE <= 8 " (3) #10 SMS TYP., U.N.O. CONT. STUD PER NOTE 1 W (2) # 10 SMS @ EA. STUD NOTES: 1. USE MIN. 4" X 33 MIL STUDS (400S137-33) FOR SDS <1.45 ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A9.4-1 INTERIOR DETAILS- CEILINGS 6" = 1'-0"1 ICL- SUSPENDED CLG- SLIP CONNECTION @ PERIMETER 3" = 1'-0"2 ICL- SUSPENDED CLG 3" = 1'-0"3 ICL- SUSPENDED CLG COMPRESSION STRUT 6" = 1'-0"4 ICL- SUSPENDED CLG AT GRID 3" = 1'-0"5 ICL- SUSPENDED CLG PLAN AND ELEVATION 6" = 1'-0"7 ICL- SUSPENDED CLG AT FIXED PERIMETER 3" = 1'-0"8 ICL- ACCESS PANEL AT GYP. BD. CLG 3" = 1'-0"11 ICL - TYP. ACT @ GYP. SOFFIT 1 1/2" = 1'-0"12 ICL - COLUMN @ GYP. SOFFIT CROSS SECTION 1 1/2" = 1'-0"14 ICL - COLUMN @ GYP. SOFFIT CROSS SECTION LONG SPAN #020 ASI #60 RFI 3" = 1'-0"9 ICL - ACOUSTIC CEILING FLOATING EDGE 3" = 1'-0"6 ICL- ACT TRANSITION AT DIFFERENT HEIGHTS TRIM EDGE #159.1 RFI 3" = 1'-0"13 ICL - GYP CEILING EDGE INTERFACE WITH ANOTHER CEILING TYPE #367 RFI // / CEILING JOIST PER OPENING FRAMING 400T150-54 JOIST STUD, TYP.(2) #10 SMS ATTACH WEB OF CLIPPED 400T150-54 TO WEB OF JOIST STUD, TYP. EA. END CLIP FLANGE OF 400T150 & BEND BACK TO FORM "L" CLIP TYPICAL CONNECTION A A 04 A9.4-3 2' - 1" MAX. 4' - 1 " M A X . CEILING JOIST PER 400T150-54 EA SIDE 04 A9.4-3 SECTION Fy(ksi) 33 4psfLateral Support of Compression Flange UnsupportedJoist spacing (in) o.c. 12 16 24 12 16 24 7'10"7'3"6'6"7'1"6'6"5'9"7'4"6'8"5'10"162PDS125-18 70 12 16 24 12 16 24 6psfLateral Support of Compression Flange Mid-SpanJoist spacing (in) o.c.UnsupportedJoist spacing (in) o.c.Mid-SpanJoist spacing (in) o.c. 250PDS125-18 70 362PDS125-18 70 400PDS125-18 70 600PDS125-18 70 33 33 33 33 8'4"7'7"6'8" 9'0"8'5"7'7"8'2"7'7"6'9"10'3"9'4"11'9"10'8"9'4"8'2" 9'11"9'2"8'3"8'11"8'3"7'5"12'6"11'6"14'1"12'11"11'6"10'2" 10'2"9'5"8'6"9'2"8'6"7'8"12'11"11'10"14'6"13'4"11'10"10'6" 11'10"10'11"9'10"10'7"9'10"8'10"15'0"13'10"16'10"15'6"13'10"12'3" 9'4"8'7"7'8"8'3"7'8"6'10"8'7"7'10"9'10"9'0"7'10"6'10" 10'4"9'7"8'6"9'3"8'6"7'8"11'11"10'10"13'8"12'5"10'10"9'6" 11'3"10'5"9'4"10'1"9'4"8'5"14'7"13'6"16'2"15'0"13'6"12'0" 11'7"10'9"9'8"10'5"9'8"8'8"15'0"13'11"16'8"15'6"13'11"12'5" 13'1"12'2"10'11"11'9"10'11"9'10"17'0"15'8"18'11"17'6"15'8"14'1" 162PDS125-18 250PDS125-18 362PDS125-18 400PDS125-18 600PDS125-18 1. FOR UNBRACED SECTIONS, ALLOW MOMENT IS BASED ON 2012 AISI SPECIFICATIONS SECTION C3.1.2 WITH WEAK AXIS AND TORSIONAL UNBRACED LENGTH ASSUME TO BE THE LISTED SPAN (COMPLETELY UNBRACED). FOR MID-SPAN BRACED SECTIONS, ALLOWABLE MOMENT BASED ON 2012 AISI SPECIFICATIONS SECTION C3.1.2 WITH WEAK AXIS AND TORSIONAL UNBRACES LENGTH ASSUMED TO BE ONE HALF OF THE LISTED SPAN (BRACING AT MID-SPAN) 2. WEB CRIPPLING CALCULATION BASED ON BEARING LENGTH = 1 INCH 3. WEB CRIPPLING AND SHEAR CAPACITY HAVE NOT BEEN REDUCED FOR PUNCHOUTS. IF WEB PUNCHOUTS OCCUR NEAR SUPPORT MEMBERS MUST BE CHECKED FOR REDUCED SHEAR AND WEB CRIPPLING IN ACCORDANCE WITH THE 2012 AISI SPECIFICATIONS 4. VALUES ARE SIMPLE SPAN CONDITIONS (1) LAYER OF 1/2" OR 5/8" GYPSUM BOARD, PERPENDICULAR TO JOIST STUD FRAMING 400S125-32 @ 24"O.C., PER SCHED SEE 3 / A9.2-8 STRAP BLOCKING AT MID SPAN PER 4/ A.2-8 1. 2. NOTES: ATTACH GYP BOARD TO FRAMING WTIH ASTM C1002 TYPE S SCREWS WITH CORROSION RESISTANT TREATMENT AT 12" O.C. MAX. WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH CEILING AND WALLS, GYPSUM BOARD SHALL BE APPLIED FIRST TO THE CEILING AND THEN TO THE WALLS IN ACCORDANCE WITH ASTM C840. TYP. 5 A9.2-8 12'-0" MAX. #10 @ EA. JOIST STUD & (4) #10 PER BLOCK, TYP. 362S162-54, TYP. (2) #10 @ FLANGE T&B EA. END, TYP. TRACK BLOCKING TO MATCH JOISTS. PLACE @ 72" O.C. MAX. & @ EA. END OF STUD, TYP. FRAMED CEILNG SEE PLAN FOR SIZE AND SPACING (1) LAYER GYP, MAX. A SECTION AT TYP. STUD #10 SMS @ TOP & BOT FLANGES, TYP. 400T150-54 JOIST STUD, SEE 3/A9.2-8 (1) LAYER OF GYP. MAX. (2) LAYERS GYP. MAX. METAL STUD 18GA (43 MIL) MIN (RDP SHALL DESIGN THE WALL) (3) #10 SMS TO EA. STUD WHERE TRACK IS FASTENED THRU GYP. (2) #10 SMS WHERE TACK IS FASTENED DIRECTLY TO VERT. STUD, TYP. D GYP BOARD ATTACHMENT JOIST STUD WALL TRACKASTM C1002 TYPE S SCREWS AT 12" O.C. #10 SMS @ TOP & BOT FLANGES, TYP. 400T150-54 JOIST STUD, SEE 3/A9.2-8 (1) LAYER OF GYP. MAX. (2) LAYERS GYP. MAX. METAL STUD 18GA (43 MIL) MIN (RDP SHALL DESIGN THE WALL) (3) #10 SMS TO EA. STUD WHERE TRACK IS FASTENED THRU GYP. (2) #10 SMS WHERE TACK IS FASTENED DIRECTLY TO VERT. STUD, TYP. B SECTION AT JAMB C SECTION AT OPENING 1/16" MAX. (3) #10 SMS TO EA. STUD WHERE TRACK IS FASTENED THRU GYP. (2) #10 SMS WHERE TACK IS FASTENED DIRECTLY TO VERT. STUD, TYP. HEADER (2) LAYERS GYP. MAX. (1) LAYER OF GYP., MAX. JOIST STUD, SEE 3/A9.2-8 400T150-54 #10 SMS @ TOP & BOT FLANGES, TYP. METAL STUD 18 GA (43 MIL) MIN SOFFIT FRAMING, L TRIM 2-1/2 INCH DRML-300 #10 SMS, TYP. COLUMN W/ FIREPROOFING, S.S.D. 1. 4" ACT. TRIM IN LIEU OF 2 1/2 L TRIM @ ACT CLG. B.O. CLG SEE RCP (1) LAYER OF 5/8" TYPE X GYPSUM BOARD, PERPENDICULAR TO JOIST STUD FRAMING CH-STUD 2-1/2" X 1-1/2" 20 GA. J-RUNNER 2-1/2" WIDE WITH 1" LEG AND 2" LEG 24 GA. STEEL 1. 2. 3. NOTES: ATTACH GYP BOARD TO FRAMING WITH ASTM C1002 TYPE S SCREWS WITH CORROSION RESISTANT TREATMENT AT 24" O.C. MAX. WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH CEILING AND WALLS, GYPSUM BOARD SHALL BE APPLIED FIRST TO THE CEILING AND THEN TO THE WALLS IN ACCORDANCE WITH ASTM C840. 1-HR RATED HORIZONTAL SHAFT WALL PER UL NO. K-501 OR UL. U415 SYSTEM A 1HR FIRE TEST 2' - 0" 1" GYP. BD 24" WIDE STUD DEPTH DEFLECTION L/120 16'-10"13'-8"250CT-21 2-1/2" 21 mils (25 GA) 11'-10"8'-6" 5 PSF 7.5 PSF 10 PSF 15 PSF 250CT-33 2-1/2" 33 mils (20 GA) L/240 11'-10"9'-10"8'-8"7'-3" ALLOWABLE CEILING CH/CT STUD SPAN 16'-10"14'-4"11'-1" 12'-11"11'-1"9'-11"8'-7" L/360 L/120 L/240 L/360 9'-10"8'-3"7'-3 6'-2" 12'-11" 11'-1"9'-6"8'-7"7'-5" 0.157"Ø HILTI 'X-U' PDF W/ 1 1/4" EMBED @ 16" OC & 2" FROM ENDS #10 SMS @ TOP & BOT FLANGES, TYP. 400T150-54 4" MIN.4" MIN. (E) FLOOR SLAB ALIGN EDGE MOULDING ACT CEILING, SEE RCP B.O. CLG. SEE R.C.P. EDGE MOULDING ACT CEILING, SEE RCP B.O. CLG. SEE R.C.P. >8 " 4" METAL STUD ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A9.4-3 INTERIOR DETAILS - CEILINGS 1 1/2" = 1'-0"02 ICL - JOISTED GYP BOARD CLG @ACCESS PANELS 1 1/2" = 1'-0"04 ICL - ALLOWABLE CEILING STUD SPAN 1 1/2" = 1'-0"01 ICL - JOIST GYP-BOARD CEILING SECTION 1 1/2" = 1'-0"09 ICL - GYP BD CEILING JOIST - FINISH ONE SIDE ONLY 3" = 1'-0"10 ICL - JOISTED GYP BD CEILING CONNECTIONS #020 ASI 1 1/2" = 1'-0"13 ICL - COLUMN @ GYP BD CLG 1 1/2" = 1'-0"15 ICL - 1 HOUR FIRE RATED JOIST GYP-BOARD CEILING SECTION #178.2 RFI #325 RFI 3" = 1'-0"16 ICL- ACT TRANSITION AT DIFFERENT HEIGHTS STUD EDGE #375 RFI #375 RFI 3/4" MIN. PLYWD. ADJUSTABLE SHELF, SEE SPECS FOR FINISH MAT., TYP. ON METAL SHELF BRACKETS & STDS. SEE ROOM FINISH SCHEDULE FOR BASE, TYP. 3/4" PLYWOOD CABINET DOOR, SEE SPECS FOR FINISH MAT., TYP., CONCEALED SELF-CLOSING HINGES, TUMBLER LOCK, TYP. SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. PROVIDE 6" MTL. STUD FRAMING FOR CABINET MOUNTING SUPPORT @ TOP AND BASE OF CABINET, TYP. 3/4" COUNTERTOP; WITH 4" BACKSPLASH (3 SIDES), SEE SPECS U.O.N. 3/4" CONT. COUNTERTOP SUPPORT 3" WIRE PULLS TYP. 2' - 0" 4" TYP. U.O.N. 1' - 11"U. O . N . 2' - 1 0 " 1 1 / 2 " 1/ 4 " U. O . N . 4" FINISH FLOOR SEE ROOM FINISH SCHEDULE FOR BASE, TYP. METAL GUIDE AND TRACK W/ DUST SHELF, TYP. SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. PROVIDE 6" MTL. STUD FRAMING FOR CABINET MOUNTING SUPPORT @ TOP AND BASE OF CABINET, TYP. 3/4" COUNTERTOP; WITH 4" BACKSPLASH (3 SIDES), SEE SPECS U.O.N. 3/4" CONT. COUNTERTOP SUPPORT 3" 3/4" PLYWOOD DRAWER FACE WIRE, SEE SPECS FOR FINISH MAT., TYP. WIRE PULLS AND TUMBLER LOCK TYP. 2' - 0" 4" TYP. U.O.N. 1' - 11" 1 1 / 2 " 1/ 4 " 7 3 / 4 " EQ . EQ . U. O . N . 4" 2' - 1 0 " FINISH FLOOR SEE ROOM FINISH SCHEDULE FOR BASE, TYP. SEE SCHED. FOR WALL FINISH,TYP. PROVIDE 6" MTL. STUD FRAMING FOR CABINET MOUNTING SUPPORT @ TOP AND BASE OF CABINET, TYP. 3/4" COUNTERTOP WITH 4" BACKSPLASH (3 SIDES), SEE SPECS U.O.N. 3/4" CONT. COUNTERTOP SUPPORT METAL GUIDE, TRACK, AND DUST SHELF, TYP. 3/4" DRAWER FACE, SEE SPECS FOR FINISH MAT., TYP., WIRE PULLS AND TUMBLER LOCK TYP. 2' - 0" 4" TYP. U.O.N. 1' - 11" 3" U. O . N . 2' - 1 0 " U. O . N . 4" 1 1 / 2 " 1/ 4 " 5" EQ . EQ . EQ . FINISH FLOOR CABINET BEYOND. SEE ROOM FINISH SCHEDULE FOR BASE, TYP. WRAP BASE INSIDE CABINET, TYP. SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. EXPOSED EXTERIOR FINISH CONDITION, TYP. 3/4" QUARTZ COUNTERTOP WITH 4"H BACKSPLASH (3 SIDES), SEE SPECS U.O.N. 3/4" CONT. COUNTERTOP SUPPORT PROVIDE CLEAR KNEE AND TOE SPACE 3/4" FIXED PANEL, SEE SPECS FOR FINISH MAT., TYP. FULL WIDTH OF CABINET PROVIDE 6" MTL. 16 GA. STUD BLOCKING FOR CABINET MOUNTING SUPPORT, @ TOP & BASE OF CABINET, TYP. 3" TOE CLR. 6" MAX. KNEE CLR. 11" MIN. KNEE CLR. 8" MIN. 6 1 / 2 " 4" U. O . N . 4" 2' - 3 " K N E E C L R . MA X . 2' - 1 0 " 1 1 / 2 " 1/ 4 " 2' - 0" FINISH FLOOR ALL T.O. FAUCET CONTROLS TO BE LESS THAN 44" MAX. A.F.F. CLEARANCE REDUCTION 19" MIN. TOE CLR MI N . C L R . 9" 3/4" MIN. PLYWD. ADJUSTABLE SHELF, SEE SPECS FOR FINISH MAT., TYP. ON METAL SHELF BRACKETS & STDS. SEE ROOM FINISH SCHEDULE FOR BASE, TYP. 3/4" CABINET DOOR, SEE SPECS FOR FINISH MAT., TYP., CONCEALED SELF- CLOSING HINGES, TUMBLER LOCK, TYP. SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. PROVIDE 6" MTL. STUD FRAMING FOR CABINET MOUNTING SUPPORT @ TOP AND BASE OF CABINET, TYP. 3/4" COUNTERTOP WITH 4" BACKSPLASH (3 SIDES), SEE SPECS U.O.N. WIRE PULLS TYP. 3/4" CONT. COUNTERTOP SUPPORT 3" 2' - 0" 4" TYP. U.O.N. 1' - 11" 1 1 / 2 " 1/ 4 " 8" U. O . N . 4" U. O . N . 2' - 1 0 " FINISH FLOOR SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. PROVIDE 6" MTL. STUD FRAMING FOR CABINET MOUNTING SUPPORT @ TOP AND BASE OF CABINET, TYP. 3/4" COUNTERTOP; WITH 4" BACKSPLASH (3 SIDES), SEE SPECS U.O.N. 3/4" CONT. COUNTERTOP SUPPORT 24" MAX SPAN BETWEEN CABINETS 2' - 0" 4" U. O . N . 2' - 1 0 " FINISH FLOOR WIRE PULLS, TYP. 4"X8" METAL AIR VENT IN CABINET FACE, (MOCKETT MESH/1 OR EQUIVALENT) CABINET DOOR, SEE DETAIL 1 BASE, SEE FINISH SCHEDULE WIDTH VARIES. SEE ELEV.WIDTH VARIES. SEE ELEV. HE I G H T V A R I E S . S E E E L E V . CA B I N E T D O O R 4" FINISH FLOOR 3/4" MIN. PLYWD. ADJUSTABLE SHELF, SEE SPECS FOR FINISH MAT., TYP. ON METAL SHELF BRACKETS & STDS. SEE ROOM FINISH SCHEDULE FOR BASE, TYP. SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. PROVIDE 6" MTL. STUD FRAMING FOR CABINET MOUNTING SUPPORT @ TOP AND BASE OF CABINET, TYP. 3/4" COUNTERTOP; WITH 4" BACKSPLASH (3 SIDES); SEE SPECS, U.O.N. 3/4" CONT. COUNTERTOP SUPPORT 3" 2' - 0" 4" TYP. U.O.N. 1' - 11" 1 1 / 2 " 1/ 4 " 2' - 1 0 " FINISH FLOOR 4 1 / 4 " SEE SCHED. FOR PARTITION TYPE AND WALL FINISH, TYP. EXPOSED EXTERIOR FINISH CONDITION, TYP. 3/4" QUARTZ COUNTERTOP WITH 4"H BACKSPLASH (3 SIDES), SEE SPECS U.O.N. 3/4" CONT. PLYWOOD COUNTERTOP SUPPORT PROVIDE CLEAR KNEE AND TOE SPACE 3/4" FIXED PANEL, PLAM FINISH COUNTERBALANCE CCH-CBCB-18BL OR SIMILAR, 18" x 2" THICK CONCEALED IN- WALL COUNTER SUPPORT BRACKET, @ EA. STUD, PTD. BLACK, EDGES GROUND AND DEBURRED TOE CLR. 6" MAX. KNEE CLR. 11" MIN. KNEE CLR. 8" MIN. 6 1 / 2 " 4" U. O . N . 4" 2' - 3 " K N E E C L R . MA X . 2' - 1 0 " 1 1 / 2 " 1/ 4 " 2' - 0" FINISH FLOOR ALL T.O. FAUCET CONTROLS TO BE LESS THAN 44" MAX. A.F.F. CLEARANCE REDUCTION 19" MIN. TOE CLR MI N . C L R . 9" 3/4" REMOVABLE PANEL, PLAM FINISH 7/8" PROVIDE SS FLATHEAD HEX FASTENER W/ T-NUT @ FRAME SEE ROOM SCHEDULE FOR BASE TYPE WOOD FRAMING SPACED 4' O.C. SEE SCHEDULE FOR PARTITION TYPE AND WALL FINISH, TYP. MIN. (3) ADJUSTABLE 3/4" MIN. PLYWD. SHELVES W/ P.LAM. FINISH ON METAL SHELF BRACKETS PROVIDE BLOCKING FOR INSTALLATION AS NECESSARY, TYP. PROVIDE 6" MTL. 16 GA. STUD BLOCKING FOR CABINET MOUNTING SUPPORT, @ TOP & BASE OF CABINET, TYP. T.O. DOOR FRAME UNDER CABINET TASK LIGHTING S.E.D., TYP. GYP BD. SOFFIT, SEE 3' - 5 1 / 4 " 4'-8" 1' - 1 " 2 1 / 2 " 3' - 7 3 / 4 " 1' - 1 1 / 4 " 1' - 1 " SEE SCHEDULE FOR PARTITION TYPE AND WALL FINISH, TYP. 3/4" PLYWOOD CABINET DOOR W/ P. LAM. FINISH,SELF CLOSING CONCEALED HINGES, CATCH AND CABINET LOCK, TYP. PROVIDE 6" MTL. 16 GA. STUD FRAMING FOR CABINET MOUNTING SUPPORT, @ TOP & BASE OF CABINET, TYP WIRE PULLS, TYP. U.O.N. 3/4" MIN. PLYWD. ADJUSTABLE SHELF, P.LAM. FINISH ON METAL SHELF BRACKETS & STDS. PROVIDE BLOCKING FOR INSTALLATION AS NECESSARY. TYP. AL I G N GYP BD. SOFFIT, SEE TYP. U.O.N 1' - 1" SE E E L E V A T I O N S 2' - 6 " T.O. DOOR FRAME SEE SCHEDULE FOR PARTITION TYPE AND WALL FINISH, TYP. 3/4" PLYWOOD CABINET DOOR W/ P. LAM. FINISH,SELF CLOSING CONCEALED HINGES, CATCH AND CABINET LOCK, TYP. PROVIDE 6" MTL. 16 GA. STUD FRAMING FOR CABINET MOUNTING SUPPORT, @ TOP & BASE OF CABINET, TYP WIRE PULLS, TYP. U.O.N. 3/4" MIN. PLYWD. ADJUSTABLE SHELF, P.LAM. FINISH ON METAL SHELF BRACKETS & STDS. PROVIDE BLOCKING FOR INSTALLATION AS NECESSARY. TYP. TYP. U.O.N 1' - 1" T.O. DOOR FRAME A9.4-1 7 #405 RFI ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: A9.6-2 INTERIOR DETAILS - CASEWORK 1 1/2" = 1'-0"1 ICS - BASE CABINET W/ SHELVES2 1 1/2" = 1'-0"2 ICS - BASE CABINET W/ 3 DRAWERS2 1 1/2" = 1'-0"3 ICS - BASE CABINET W/ 4 DRAWERS1 1 1/2" = 1'-0"4 ICS - BASE CABINET W/ SINK2 1 1/2" = 1'-0"6 ICS - BASE CABINET W/ 1 DRAWER2 1 1/2" = 1'-0"7 ICS - UNDER COUNTER FRIDGE LOCATION 1 1/2" = 1'-0"8 ICS - CASEWORK VENT 1 1/2" = 1'-0"5 ICS - BASE CABINET W/ ONE SHELF NO DOOR2 1 1/2" = 1'-0"9 ICS - SINK APRON W/ FRAMING 1 1/2" = 1'-0"10 ICS - UPPER CABINET W/ OPEN SHELVES 1 1/2" = 1'-0"11 ICS - UPPER CABINET W/ ONE SHELF 1 1/2" = 1'-0"12 ICS - UPPER CABINET WITH SHELF LIMIT OF WORKCIVIC CENTER DRIVE RO S S S T R E E T LIMIT OF WORK LIMIT OF WORK LIMIT OF WORKSANTA ANA LIBRARYPARKING STRUCTURELIMIT OF WORK KID'S AREA N.A.P. EXISTING TO REMAIN EV CAPABLE PARKING STALL EV CAPABLE PARKING STALL EV CAPABLE PARKING STALL EV CAPABLE PARKING STALL TR TR 1. TYPE:WAYFIDING SIGNAGE 2. LETTERS:SEE NOTES 3. BRAILLE:NOT REQUIRED 4. MATERIAL:N/A 5. FINISH:N/A 6. COLOR:N/A 7. MOUNT: WALL MOUNTED W/ EPOXY AND BLIND ANCHOR STUDS ALUMINUM SIGN PAINTED (DARK GRAY C7) 2 3/4" 2% SLOPE CONCRETE FOOTING AS REQUIRED BY ENGINEER 1/4" THICK WHITE OPAQUE ACRYLIC LENS. FLUSH TO SIGN CABINET. VANDAL RESISTANT FASTENER 2% SLOPE2% SLOPE EQ EQ EQ 2% SLOPE DETACHABLE PANEL (DARK GRAY C7) 2% SLOPE 2% SLOPE 8 1/4" 11" LIGHT GRAY PAINTED, SMOOTH FINISH CONCRETE BASE #97 RFI #97 RFI #97 RFI #97 RFI STRUC ANCHORS ROUTE CUT LETTERFORMS WITH OPAQUE WHITE ACRYLIC LENS SWIS721 BT, BOLD 1/2" THICK ALUMINUM SIGN PAINTED (DARK GRAY C7) BAHNSCHRIFT CONDENSED ACM SIGN CABINET PAINTED (DARK GRAY C7) LIGHT GRAY PAINTED, SMOOTH FINISH CONCRETE BASE SANTA ANA 26 CIVIC CENTER DRIVE PUBLIC LIBRARY CONCEALED MECHANICAL FASTENER BEHIND SIGN. 3/4" FRISKET PAINTED LINE 2' - 6 " 7' - 6" 6" 6" 6" 2' - 0 " MI N . 1' - 5 " 4" 3' - 6"3' - 6" #307 RFI #307 RFI #307 RFI#307 RFI V.I.F. 7' - 6"1' - 6 3/4" 8 1 / 4 " 1' - 6 1 / 2 " 11 " CHECK-OUT LETTERS:1/4" THICK ALUMINUM LETTERFORMS, HELVETICA BOLD, SEE 3/G.01 MATERIAL:BRUSHED ALUMINUM MOUNT: MOUNTED ON FUNITURE W/ EPOXY3 1 / 2 " EQ EQ EQ EQ V.I.F. 3' - 0" V. I . F . 2' - 0 " C7 ALUMINUM LETTERFORMS 1/4" THICK ACRYLIC CURVED TO MATCH DESK. ASK US TYPE:WAYFIDING SIGNAGE LETTERS:1/4" THICK ALUMINUM LETTERFORMS, HELVETICA BOLD, SEE 3/G.01 MATERIAL:BRUSHED ALUMINUM MOUNT: MOUNTED ON FUNITURE W/ EPOXY 1' - 8" 3 1 / 2 " EQ EQ EQ EQ V.I.F. 3' - 0" V. I . F . 2' - 0 " C7 ALUMINUM LETTERFORMS 1/4" THICK ACRYLIC CURVED TO MATCH DESK. REFER TO 6&8/C5.0-2 FOR POST AND FOOTING DETAILS 80 " M I N . T O B . O . S I G N A B O V E G R A D E ST 09-30-2027 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A F R A N CN 4 0 8 0 H I N S L11 AL E CR N D E N VA ,N I N G CRAE TCEIT S C S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: G1.2-7 WAYFINDING SIGNAGE 1 1/2" = 1'-0"1 WO1 - SOUTH ENTRANCE MONUMENT SIGNAGE 1" = 12'-0"2 SOUTH ENTRANCE MONUMENT SIGNAGE FRONT VIEW SECTION WEST ELEVATION PLAN VIEW (SITE) 1 1/2" = 1'-0"3 WA6 - CASEWORK WAYFINDING - CHECK-OUT 1 1/2" = 1'-0"4 WA6 - CASEWORK WAYFINDING - ASK US 5 WA6 - DESK NORTH ENTRANCE 1 1/2" = 1'-0"6 BOOKMOBILE NO PARKING SIGN #009.3 ASI #343 RFI #343 RFI #343 RFI #343 RFI #374 RFI #374 RFI STRUCTURAL NOTES DESIGN CRITERIA 1. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE FOLLOWING CODES: 2022 CALIFORNIA BUILDING CODE AND LATEST REVISIONS REFERRED TO HERE AS "THE CODE", AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES & STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 2. DESIGN LOADS: ASSUMED LIVE LOADS FOR BUILDING: TYPICAL FLOORS, INCLUDES PARTITION 150 PSF REDUCIBLE FLOOR PARTITION LOAD 15 PSF REDUCIBLE TYPICAL ROOF 20 PSF REDUCIBLE LIVE LOADS: CATWALK 40 PSF REDUCIBLE TRELLIS 20 PSF REDUCIBLE 3. WIND ANALYSIS PER CHAPTER 16 OF THE CODE RISK CATEGORY = II BASIC WIND SPEED = 95 mph WIND EXPOSURE = C 4. SEISMIC ANALYSIS PER CHAPTER 16 OF THE CODE UTILIZING THE FOLLOWING PROCEDURE: RISK CATEGORY = II IMPORTANCE FACTOR = 1.0 REDUNDANCY FACTOR, ρ = 1.0 SS = 1.296 S1 = 0.462 SITE CLASS = D SDS = 1.074 SEISMIC DESIGN CATEGORY= R = 2 1/2 (STEEL SPECIAL CANTILEVER COLUMN SYSTEMS) TRELLIS STRUCTURES Ω0 = 1 1/4 (STEEL SPECIAL CANTILEVER COLUMN SYSTEMS) TRELLIS STRUCTURES Cd = 2 1/2 (STEEL SPECIAL CANTILEVER COLUMN SYSTEMS) TRELLIS STRUCTURES GROUND MOTION USED: - SITE SPECIFIC DESIGN RESPONSE SPECTRUM (SEE GEOTECHNICAL REPORT). GENERAL 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2. ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 4. SEE ARCHITECTURAL DRAWINGS FOR THE FOLLOWING: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS, EXCEPT AS NOTED. SIZE AND LOCATION OF ALL INTERIOR AND EXTERIOR NON-BEARING PARTITIONS. SIZE AND LOCATION OF ALL CONCRETE CURBS, EQUIPMENT PADS, PITS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGE IN LEVEL, CHAMFERS, GROOVES, INSERTS, ETC. SIZE AND LOCATION OF ALL FLOOR AND ROOF OPENINGS EXCEPT AS SHOWN. FLOOR AND ROOF FINISHES. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS. 5. SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR THE FOLLOWING: PIPE RUNS, SLEEVES, HANGERS, TRENCHES, WALL AND SLAB OPENINGS, ETC., EXCEPT AS SHOWN OR NOTED. ELECTRICAL CONDUIT RUNS, BOXES, OUTLETS IN WALLS AND SLABS. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL OR PLUMBING FIXTURES. SIZE AND LOCATION OF MACHINE OR EQUIPMENT BASES, ANCHOR BOLTS FOR MOTOR MOUNTS. 6. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 7. OPENINGS, POCKETS, ETC., LARGER THAN 6" SHALL NOT BE PLACED IN CONCRETE SLABS, DECKS, WALLS, UNLESS SPECIALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6" NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. FOR ANY FURTHER RESTRICTIONS ON OPENINGS IN STRUCTURAL ELEMENTS, SEE APPLICABLE SECTIONS BELOW. 8. ASTM SPECIFICATIONS ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 9. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES, SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, STRUCTURAL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE DRAWINGS, IF ANY, ARE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES AND COORDINATING WITH THE REQUIREMENTS OF THIS PROJECT. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THE SITE. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT IF ANY CONDITIONS ARE DISCOVERED THAT REQUIRES FURTHER COORDINATION. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT OCCURS DUE TO NOT FULLY LOCATING EXISTING UTILITIES. 12. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS BASED ON AVAILABLE KNOWLEDGE OF EXISTING STRUCTURE. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS RELATIVE TO THE SCOPE OF THIS PROJECT. WHERE ACTUAL CONDITIONS ARE NOT IN ACCORDANCE WITH THE DRAWINGS PROVIDED, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. CONTRACTOR SHALL ALIGN FOR SUFFICIENT BUDGET AND SCHEDULE CONTINGENCY TO ADDRESS EXISTING HIDDEN CONDITIONS. 13. ALL DEMOLITION SHALL BE PERFORMED IN SUCH A WAY AS NOT TO DAMAGE THE EXISTING STRUCTURAL ELEMENTS THAT ARE TO REMAIN IN THE FINISHED STRUCTURE. ANY PORTIONS OF STRUCTURE TO REMAIN THAT ARE DAMAGED DURING DEMOLITION SHALL BE REPLACED AT NO ADDITIONAL COST. EXISTING STRUCTURAL ELEMENTS SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE, IN ORDER TO MITIGATE DAMAGE. CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF ALL EXISTING STRUCTURAL ELEMENTS THAT ARE NECESSARY FOR THE COMPLETION OF ALL NEW WORK. FOUNDATION 1. FOUNDATION DESIGN BASED ON SOIL REPORT BY NINYO & MOORE, REPORT NO. 212092001, DATED APRIL 14, 2023. 2. FOOTINGS ARE DESIGNED BASED ON THE FOLLOWING INFORMATION: W = FOOTING WIDTH D = FOOTING DEPTH BELOW ADJACENT GRADE ALLOWABLE BEARING * WALL & ISOLATED FTGS = 2,000 + 500, 3000 PSF (MAX) SOIL PRESSURE RESTRAINED WALLS = 56 PCF (EFP) PASSIVE EARTH PRESSURE ** PASSIVE EARTH PRESSURE = 350 PCF (EFP) , 3,500 PSF (MAX) COEFFICIENT OF FRICTION = 0.35 FOOTINGS SHALL BEAR ON FIRM NATURAL SOILS. MINIMUM DEPTH OF FOOTINGS BELOW LOWEST ADJACENT FINAL GRADE SHALL BE 24". MINIMUM WIDTH OF FOOTING SHALL BE 24". FOR PIER FOUNDATIONS: SIDE FRICTION = 120 PSF UPWARD = 80 PSF LATERAL = 300 PSF, 3,000 PSF (MAX) FOR DRILLED PIERS: ALL DRILLED PILE EXCAVATION SHOULD BE INSPECTED BY THE SOILS ENGINEER AND THE INSPECTOR TO VERIFY THE DEPTH OF THE FILL AND THAT THE DESIRED PENETRATION INTO NATURAL SOILS IS ACHIEVED. PRECAUTIONS SHOULD BE TAKEN DURING THE INSTALLATION OF PILES TO MINIMIZE THE POSSIBILITY OF CAVING. CLOSELY SPACED PILES SHOULD BE DRILLED AND FILLED ALTERNATELY, ALLOWING THE CONCRETE TO SET AT LEAST EIGHT HOURS BEFORE DRILLING AN ADJACENT HOLE. PILE EXCAVATIONS SHOULD BE FILLED WITH CONCRETE AS SOON AFTER DRILLING AND INSPECTION AS POSSIBLE; THE HOLES SHOULD NOT BE LEFT OPEN OVERNIGHT. DIFFICULTIES DUE TO WATER MAY BE REDUCED IF THE PILES ARE POURED IMMEDIATELY AFTER INSPECTION. ANY WATER SHOULD BE PUMPED FROM THE EXCAVATIONS AND THE CONCRETE PLACED IN THE DRY. REINFORCING STEEL (FOR CONCRETE AND MASONRY) 1. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 19 & 21 OF THE CODE, ASTM A615, GRADE 60 UNO. 2. BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. WWF SHALL BE SUPPORTED ON APPROVED CHAIRS. 4. REINFORCING BAR SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. LAP ALL HORIZONTAL BARS AT CORNERS AND INTERSECTIONS. STAGGER ALL SPLICES UNLESS NOTED OTHERWISE ON PLANS. 5. ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE INSPECTION IS MADE. 6. WHERE WELDING OF REINFORCING IS APPROVED BY THE STRUCTURAL ENGINEER, IT SHALL BE DONE BY AWS CERTIFIED WELDERS USING FILLER MATERIAL TO MATCH MATERIAL STRENGTHS. WELDING PROCEDURES SHALL CONFORM TO THE REQUIREMENTS OF STRUCTURAL WELDING CODE- REINFORCING STEEL", AWS-D1.4, LATEST REVISION. REINFORCING BARS TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS OF ASTM A706. 7. BARS IN SLABS SHALL BE SECURELY SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, PRIOR TO PLACING CONCRETE. 8. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "A.C.I. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", LATEST EDITION. 9. COMPLETE AND DETAILED REINFORCING PLACEMENT DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ARCHITECT FOR APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO FABRICATION IN ACCORDANCE WITH THE SPECIFICATIONS AND APPLICABLE CODES. THESE DRAWINGS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE. 10. MILL TEST REPORTS FOR GRADE 60 BARS SHALL BE SUBMITTED PRIOR TO PLACEMENT OF CONCRETE. 11. PROVIDE INSPECTION OF CONCRETE PER SPECIAL INSPECTION NOTES SECTION. INSPECTION SHALL BE SCHEDULED SO THAT PLACEMENT OF REINFORCING STEEL, CONDUIT, SLEEVES, AND EMBEDDED ITEMS MAY BE CORRECTED PRIOR TO PLACEMENT OF OVERLYING GRIDS OR REINFORCING STEEL. 12. ALL GRADE 60 REINFORCING STEEL SHALL BE CLEARLY MARKED TO DIFFERENTIATE THEM FROM GRADE 40 REINFORCING STEEL IF CONCURRENTLY ON SITE. 13. CONCRETE PROTECTION FOR REINFORCEMENT: No. 6 THROUGH No. 18 BARS 2 1-1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, JOISTS AND WALLS BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS, AND HOOPS ALL No. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2No. 14 AND No. 18 BARS 3/4No. 11 BAR AND SMALLER CONCRETE EXPOSURE MEMBER REINFORCEMENT CAST-IN-PLACE NONPRESTRESSED CONCRETE MEMBERS MIN COVER, IN. CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND ALL ALL 3 EXPOSED TO WEATHER OR IN CONTACT WITH GROUND 1-1/2 CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CODE AND WITH THE PROVISIONS OF ACI 318, LATEST EDITION. 2. REINFORCED CONCRETE IS DESIGNED BY THE "ULTIMATE STRENGTH DESIGN METHOD". 3. CONCRETE MIXES SHALL BE DESIGNED BY THE APPROVED TESTING LABORATORY AND APPROVED BY THE STRUCTURAL ENGINEER. THE COMPRESSIVE STRENGTH OF THE CONCRETE SHALL BE PROPORTIONED BASED ON CHAPTER 19 OF THE CODE. 4. SCHEDULE OF STRUCTURAL CONCRETE 28-DAY STRENGTH AND TYPES: 5. AGGREGATE FOR HARDROCK CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C33 AND PROJECT SPECIFICATIONS. EXCEPTIONS MAY BE USED ONLY WITH PERMISSION OF THE STRUCTURAL ENGINEER. 6. CONCRETE MIXING OPERATION, ETC. SHALL CONFORM TO ASTM C94. 7. PLACEMENT OF CONCRETE SHALL CONFORM TO THE CODE AND PROJECT SPECIFICATIONS. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE ALL CONCRETE SURFACES AGAINST WHICH NEW CONCRETE IS TO BE PLACED. 8. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 9. PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS IN CONCRETE BEFORE PLACING. DO NOT CUT ANY REINFORCING WHICH MAY CONFLICT. CORING IN CONCRETE IS NOT PERMITTED. NOTIFY THE STRUCTURAL ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN ON THE DRAWINGS. SEE THESE DRAWINGS FOR ADDITIONAL RESTRICTIONS ON THE PLACEMENT OF OPENINGS IN SLABS AND WALLS. 10. PIPES LARGER THAN 1-1/2" DIAMETER SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY STRUCTURAL ENGINEER. PIPES SHALL NOT DISPLACE OR INTERRUPT REINFORCING BARS, SPACE EMBEDDED PIPES AND SLEEVES AT A MINIMUM OF 3 DIAMETERS ON CENTER. EXPOSURE CLASSESLOCATION F S W C MIN STRENGTH f'c (PSI) MAX WATER/ CEMENT RATIO CEMENT TYPE (ASTM C150) DENSITY ALL CONCRETE FOOTINGS, TIE BEAMS, PILES, PILE CAPS F0 S0 W0 C1 4000 PSI 0.50 II/V 150 PCF SLAB ON GRADE F0 S0 W0 C1 4000 PSI 0.45 II/V 150 PCF ALL CONCRETE WALLS, FLOOR FRAMING AND ELEVATED SLABS F0 S0 W0 C1 4000 PSI 0.45 II/V 150 PCF EQUIP PADS F0 S0 W0 C1 3000 PSI 0.50 II 150 PCF STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED BY AN APPROVED AND LICENSED FABRICATOR IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (LATEST EDITION), AND WITH CHAPTERS 17 AND 22 OF THE CODE. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE ASTM DESIGNATION AS INDICATED BELOW (UNO): WF & WT SHAPES A992 ANGLES, CHANNELS, PLATES, BARS, CONNECTION PLATES, AND MISC A36 HSS SECTIONS A500, GRADE C BOLTS F3125, GRADE A325 TWIST-OFF TYPE BOLTS F3125, GRADE F1852 BOLTS IN CONCRETE F1554 GR 36 OR F1554 GR 55 S1(WELDABLE) 3. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS OF ALL STEEL TO THE ARCHITECT FOR ARCHITECT'S AND STRUCTURAL ENGINEER'S REVIEW AND APPROVAL BEFORE FABRICATION. 4. BOLT HOLES USED IN STEEL SHALL BE 1/16" LARGER IN DIAMETER THAN NOMINAL SIZE OF BOLT USED, EXCEPT AS NOTED. 5. ALL STRUCTURAL STEEL SURFACES THAT ARE ENCASED IN CONCRETE, MASONRY OR SPRAY ON FIREPROOFING, OR ARE ENCASED BY BUILDING FINISH, SHALL BE LEFT UNPAINTED. 6. ALL WELDING IS TO BE DONE BY CERTIFIED WELDERS USING FILLER METALS TO MATCH MATERIAL STRENGTH (UNO). ALL WELDS SHALL BE IN CONFORMITY WITH THE PROJECT SPECIFICATIONS AND THE CODE FOR WELDING IN BUILDING CONSTRUCTION (AWS D1.1 LATEST REVISION) OF THE AMERICAN WELDING SOCIETY. SEE SPECIAL INSPECTIONS SECTION FOR WELDING INSPECTION REQUIREMENTS. USE OF E70T-4 WIRE IS NOT PERMITTED. 7. WHERE FABRICATION OF STRUCTURAL, LOAD-BEARING OR LATERAL LOAD-RESISTING MEMBERS OR ASSEMBLIES IS BEING CONDUCTED ON THE PREMISES OF FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE PERFORMED DURING FABRICATION, EXCEPT WHERE THE FABRICATOR HAS BEEN APPROVED TO PERFORM WORK WITHOUT SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.2.5.1 OF THE CODE. 8. WELD LENGTHS CALLED FOR ON PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED. WHERE FILLET WELD SYMBOL IS GIVEN WITHOUT INDICATION OF SIZE, USE MINIMUM SIZE WELDS AS SPECIFIED IN AISC 360-16 SECTION J2.2b. 9. ALL EXPOSED STRUCTURAL STEEL AND MISCELLANEOUS METAL SHALL BE HOT DIP GALVANIZED AFTER FABRICATION UNO. 10. THE SPECIAL INSPECTIONS FOR STEEL ELEMENTS OF BUILDINGS AND STRUCTURES SHALL BE AS REQUIRED BY SECTION 1705.2 OF THE CODE AND CONSTRUCTION DOCUMENTS. 11. COORDINATE STRUCTURAL STEEL REQUIRED FOR ELEVATOR INSTALLATION AND OPERATION IN ADDITION TO WHAT IS SHOWN ON DRAWINGS WITH ELEVATOR MANUFACTURER. ADHESIVE ANCHORING SYSTEMS 1. ADHESIVES USED FOR SETTING DOWELS AND ANCHORS SHALL BE IN CONFORMANCE WITH ASTM C-881, TYPE IV. ACCEPTABLE MANUFACTURERS FOR ADHESIVES ARE AS FOLLOWS: CONCRETE: SIMPSON SET-XP (ICC ESR-2508) HILTI HIT-RE 500-SD (ICC ESR-2322) HILTI HIT-HY 200 (ICC ESR-3187) 2. ANCHORS OR DOWELS EMBEDDED IN ADHESIVES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. 3. HOLES RECEIVING ADHESIVE ANCHORS SHALL BE CLEAN AND FREE OF DUST PRIOR TO APPLYING ADHESIVE. 4. HOLES DRILLED INTO REINFORCED CONCRETE OR MASONRY SHALL NOT DAMAGE OR CUT EXISTING REINFORCING STEEL. HOLES DRILLED INTO PRE-STRESSED OR POST- TENSIONED CONCRETE SHALL HAVE A CLEARANCE OF ONE INCH MINIMUM FROM TENDONS. LOCATE EXISTING REINFORCING STEEL AND/OR TENDONS USING NON- DESTRUCTIVE METHODS PRIOR TO DRILLING. 5. ALL ANCHORS INSTALLED WITH ADHESIVES SHALL HAVE CONTINUOUS SPECIAL INSPECTION IN ACCORDANCE WITH THE EVALUATION REPORT (ICC-ER) AND CODE SECTIONS 1705.3 AND 1705.4. 6. ADHESIVE ANCHORS SHALL NOT BE INSTALLED IN THE UNDERSIDE OF FLOORS OR ROOFS. EXPANSION ANCHORS 1. ANCHOR DIAMETER REFERS TO THE ANCHOR SIZE AND NOT THE DIAMETER OF THE DRILLED HOLE. 2. ALL ANCHORS SHOULD MEET THE MINIMUM EMBEDMENT, EDGE DISTANCE, SPACING AND SLAB THICKNESS CRITERIA ESTABLISHED BY THE RELEVANT ICC-ES EVALUATION REPORT. 3. ACCEPTABLE MANUFACTURERS FOR EXPANSION ANCHORS ARE AS FOLLOWS: CONCRETE: HILTI KWIK BOLT TZ2 (KB-TZ2) (ICC ESR-4266) SIMPSON STRONG-BOLT 2 (ICC ESR-3037) 4. DO NOT LOCATE EXPANSION ANCHORS CLOSER TO EDGE OF CONCRETE/MASONRY OR TO CONTROL/CONSTRUCTION JOINTS THAN THE MINIMUM EDGE DISTANCE SPECIFIED IN THE ICC REPORT, UNO. 5. WHEN INSTALLING DRILLED-IN ANCHORS IN EXISTING NON-PRESTRESSED REINFORCED CONCRETE, USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 6. IT IS NOT ACCEPTABLE TO SUBSTITUTE ANY CAST-IN-PLACE BOLTS/RODS/ ANCHORS FOR EXPANSION ANCHORS WITHOUT PRIOR APPROVAL FROM THE STRUCTURAL ENGINEER OF RECORD. 7. USE HOT DIP GALVANIZED OR STAINLESS STEEL ANCHORS WHEN EXPANSION ANCHORS ARE EXPOSED TO WEATHER OR IN A DAMP ENVIRONMENT. 8. SPECIAL INSPECTION SHALL BE PROVIDED PER THE ICC-ER REPORT NOTED ABOVE. HILTI KB-TZ2 IN CONCRETE SYMBOL UNITS NOMINAL ANCHOR DIAMETER (IN) 1/4 3/8 1/2 5/8 3/4 NOMINAL BIT DIAMETER do in 1/4 3/8 1/2 5/8 3/4 EFFECTIVE MIN. EMBEDMENT hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 3 1/4 4 3 1/4 3 3/4 4 3/4 NOMINAL EMBEDMENT hnom in 1 3/4 1 7/8 2 1/2 3 2 2 1/2 3 3 3/4 3 1/4 3 3/4 4 1/2 4 4 1/2 5 1/2 MINIMUM HOLE DEPTH ho in 2 2 2 3/4 3 1/4 2 1/4 2 3/4 3 1/4 4 1/4 3 3/4 4 1/4 4 3/4 4 1/4 4 3/4 5 3/4 FIXTURE HOLE DIAMETER dh in 5/16 7/16 9/16 11/16 13/16 MINIMUM CONCRETE THICKNESS hmin in 3 1/4 3 1/4 4 5 3 1/2 4 5 5 1/2 5 5 1/2 6 5 1/2 6 8 HILTI KB-TZ2 - CARBON STEEL SYMBOL UNITS NOMINAL ANCHOR DIAMETER (IN) 1/4 3/8 1/2 5/8 3/4 EFFECTIVE MIN. EMBEDMENT hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 3 1/4 4 3 1/4 3 3/4 4 3/4 INSTALLATION TORQUE Tinst ft-lb 4 30 50 40 110 MINIMUM EDGE DISTANCE1 cmin in 1 1/2 5 2 1/2 2 1/2 8 2 3/4 2 3/4 2 1/4 4 1/2 3 1/2 2 3/4 5 4 3 1/2 MINIMUM SPACING1 smin in 1 1/2 5 2 1/4 2 12 3 1/2 3 2 4 1/2 2 3/4 2 1/4 4 1/2 3 3/4 3 3/4 1 REFER TO ESR-4266, TABLE 3 FOR SPACING REQUIREMENTS FOR cmin AND EDGE DISTANCE REQUIREMENTS FOR smin. HILTI KB-TZ2 - STAINLESS STEEL SYMBOL UNITS NOMINAL ANCHOR DIAMETER (IN) 1/4 3/8 1/2 5/8 3/4 EFFECTIVE MIN. EMBEDMENT hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 3 1/4 4 3 1/4 3 3/4 4 3/4 INSTALLATION TORQUE Tinst ft-lb 6 30 40 60 125 MINIMUM EDGE DISTANCE1 cmin in 1 1/2 5 2 1/2 2 1/2 N/A 2 3/4 2 1/2 2 1/4 4 3 1/4 2 1/4 5 4 3 3/4 MINIMUM SPACING1 smin in 1 1/2 5 2 1/4 2 1/4 N/A 2 3/4 2 1/2 2 5 1/2 2 3/4 3 5 4 4 1 REFER TO ESR-4266, TABLE 3 FOR SPACING REQUIREMENTS FOR cmin AND EDGE DISTANCE REQUIREMENTS FOR smin. HILTI KB-TZ2 - CARBON STEEL INTO TOP OF CONCRETE FILLED STEEL DECK1,2 SYMBOL UNITS NOMINAL ANCHOR DIAMETER (IN) 1/4 3/8 1/2 EFFECTIVE MIN. EMBEDMENT hef in 1 1/2 1 1/2 2 2 NOMINAL EMBEDMENT hnom in 1 3/4 1 7/8 2 1/2 2 1/2 MINIMUM HOLE DEPTH ho in 2 2 2 1/2 2 3/4 MINIMUM CONCRETE THICKNESS OVER UPPER DECK FLUTE hmin,deck in 2 1/2 2 1/2 2 1/2 3 1/4 MINIMUM EDGE DISTANCE cmin in 3 16 7 1/2 MINIMUM SPACING smin in 3 8 9 1 APPLICABLE FOR hmin,deck LESS THAN 4". FOR hmin,deck ≥", SEE INFORMATION IN TABLE ABOVE. 2 REFER TO ESR-4266, FIGURE 5D FOR INSTALLATION REQUIREMENTS INTO CONCRETE FILLED STEEL DECK. HILTI KB-TZ2 - CARBON STEEL INTO SOFFIT OF CONCRETE FILLED STEEL W DECK1 SYMBOL UNITS NOMINAL ANCHOR DIAMETER (IN) 1/4 3/8 1/2 5/8 3/4 EFFECTIVE MIN. EMBEDMENT hef in 1 1/2 1 1/2 2 2 1/2 1 1/2 2 2 1/2 3 1/4 2 3/4 4 3 1/4 3 3/4 MINIMUM HOLE DEPTH ho in 2 2 2 3/4 4 3/4 MINIMUM CONCRETE THICKNESS OVER UPPER DECK FLUTE hmin,deck in 2 1/2 2 1/4 2 1/2 3 1/4 2 1/2 2 1/2 2 1/2 3 1/4 1 REFER TO ESR-4266, FIGURES 5A & 5B. 2 3/4 3 1/4 4 1/4 3 3/4 4 1/4 4 3/4 HILTI KB-TZ2 - CARBON STEEL INTO SOFFIT OF CONCRETE FILLED STEEL B DECK1 SYMBOL UNITS NOMINAL ANCHOR DIAMETER (IN) 1/4 3/8 1/2 5/8 EFFECTIVE MIN. EMBEDMENT hef in 1 1/2 1 1/2 2 1 1/2 2 3 1/4 2 3/4 MINIMUM HOLE DEPTH ho in 2 2 2 3/4 MINIMUM CONCRETE THICKNESS OVER UPPER DECK FLUTE hmin,deck in 2 1/4 2 1/4 2 1/4 4 1/4 2 1/4 3 1/4 1 REFER TO ESR-4266, FIGURE 5C. 2 3/4 3 3/4 3 1/4 STRUCTURAL OBSERVATION & SITE VISITS KPFF WILL PROVIDE STRUCTURAL OBSERVATION SERVICES AS DEFINED IN THE CODE. SITE VISIT REPORTS WILL BE SUBMITTED IN WRITING TO THE OWNER'S REPRESENTATIVE, SPECIAL INSPECTOR AND THE BUILDING OFFICIAL. PERIODIC STRUCTURAL OBSERVATIONS WILL BE MADE AT SIGNIFICANT CONSTRUCTION STAGES AS DEFINED BELOW. THE STRUCTURAL OBSERVATION WILL CONSIST OF A VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE CODE. THE CONTRACTOR SHALL PROVIDE KPFF WITH A CONSTRUCTION SCHEDULE AND (5) WORKING DAYS NOTICE SO THAT THE OBSERVATION VISITS CAN BE PLANNED IN ADVANCED. SITE VISITS 1. CONTRACTOR SHALL NOTIFY STRUCTURAL ENGINEER FIVE (5) WORKING DAYS PRIOR TO THE FOLLOWING CONSTRUCTION MILESTONES: SPREAD/CONTINUOUS FOOTING FOUNDATIONS: AFTER PLACEMENT OF REINFORCING STEEL, BASE PLATE ANCHORS, SILL PLATE ANCHORS AND HOLDOWN ANCHORS PRIOR TO PLACING OF CONCRETE. CONCRETE WALLS: AFTER PLACEMENT OF REINFORCING STEEL, PRIOR TO PLACING OF CONCRETE. STEEL FRAMING: DURING PLACEMENT OF STEEL MEMBERS. PLYWOOD ROOF DIAPHRAGM FRAMING: AFTER PLACEMENT OF NAILING AND/OR SCREWS, TENSION TIES AND STRAPS PRIOR TO PLACING OF ROOFING MATERIAL. 2. FAILURE TO NOTIFY ARCHITECT/ENGINEER OF ANY CONSTRUCTION MILESTONES MAY RESULT IN CONTRACTOR HAVING TO REMOVE WORK FOR THE PURPOSE OF REVIEW AT THE CONTRACTOR'S EXPENSE. N I R No. S3866 Exp. 3/31/26 G T R E TATSS E OFILACFO UCTURA R L R STERED P L OFESSIONA N E R AI E ENGI WILLI H.THORP ................ . . . ............................... . . . ............... E AM I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 2/ 1 1 / 2 0 2 6 1 1 : 5 1 : 3 0 A M Au t o d e s k D o c s : / / S a n t a A n a L i b r a r y / 2 2 5 7 5 - 0 1 S a n t a A n a L i b r a r y _ S t r u c t _ S R 2 2 . r v t S0.0-1 GENERAL NOTES JO B N U M B E R : 2 1 0 0 5 8 8 ; J O B N A M E : S a n t a A n a L i b r a r y R e no v a t i o n ; S H E E T : S 0 . 0 -1; P D : M J S ; P M : E S SHEET INDEX S0.0-1 GENERAL NOTES S0.0-2 GENERAL NOTES S0.0-3 ABBREVIATIONS AND SYMBOLS S2.4-1 FOUNDATION PLAN S2.4-2 FIRST FLOOR FRAMING PLAN S2.4-3 SECOND FLOOR FRAMING PLAN S2.4-4 ROOF FRAMING PLAN S2.5-1 TRASH ENCLOSURE PLANS AND DETAILS S2.5-2 EXTERIOR PORTAL PLANS S3.0-1 SECTIONS AND ELEVATIONS S3.0-2 SECTIONS AND ELEVATIONS S4.0-1 TYPICAL CONCRETE DETAILS S4.0-2 TYPICAL CONCRETE DETAILS S4.0-3 NOT USED S4.0-4 CONCRETE DETAILS S5.0-1 TYPICAL STEEL DETAILS S5.0-2 STEEL DETAILS S5.0-3 STEEL DETAILS S5.0-4 STEEL DETAILS S5.0-5 STEEL DETAILS S6.0-1 TYPICAL METAL STUD DETAILS S6.0-2 TYPICAL METAL STUD DETAILS S6.0-3 TYPICAL METAL STUD DETAILS S6.0-4 TYPICAL METAL STUD DETAILS S7.0-1 EQUIPMENT ANCHORAGE DETAILS S7.0-2 EQUIPMENT ANCHORAGE DETAILS S7.0-3 EQUIPMENT ANCHORAGE DETAILS #29 ASI#019 REV # DESCRIPTION DATE #29 RFI 12.16.2024 ASI#019 ASI 03.21.2025 #365 RFI 02.04.2026 #365 ISSUE DATE PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: STANDARD BOLTED CONNECTION SCHEDULE (2) 7/8"Ø 1/4" (2) 7/8"Ø (3) 7/8"Ø (3) 7/8"Ø (4) 7/8"Ø W21 W18 W16 W14 3/8" 3/8" 3/8" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" 1/4" WELD SIZE PLATE THICKNESS NO. & SIZE OF BOLTS REQUIRED BEAM SIZE (5) 7/8"Ø (4) 7/8"Ø W12 / C12 W10 / C10 W8 / C8 1. ALL BOLTS TO BE ASTM A325-N IN A SNUG-TIGHTENED JOINT, UNO. 2. CONNECTION PLATES TO HAVE AISC STANDARD ROUND OR HORIZONTAL SHORT-SLOTTED HOLES, UNO. 3. ALL CONNECTION PLATE MATERIAL TO BE A36, UNO. 4. SHOWN ON PLANS INDICATES NUMBER OF BOLTS REQUIRED. IF NOT SHOWN THEN USE THE NUMBER OF BOLTS SHOWN IN THE TABLE ABOVE. # CL BEAM 1/2" 2 1/2" 1 1/2"FOR SHEAR PLATE AND BOLTS SEE SCHEDULE COPE BEAM FLANGE AS REQUIRED SEE SCHEDULE A BEAM TO BEAM TY P 3" TY P 3" TY P 1 1 / 2 " (E) CONCRETE SLAB Wx BM PER PLAN (2) 5/8"Ø HILTI 'KB-TZ2' W/ 4" EMBED @ 12" OC BENT PL1/2 x 3" WIDE AT EACH ANCHOR 1/4 3-SIDES NOTES: 1. USE NON-DESTRUCTIVE TESTING TO LOCATE (E) REINF. DO NOT CUT OR DAMAGE (E) REINF. 2. FIREPROOFING PER ARCH (TYP). 3. SEE DETAIL FOR CONDITIION AT 2ND FLOOR. GROUT AS REQUIRED FOR FULL BEARING 3/S5.0-2 TY P 2" 6" M I N 8" M A X TY P 2 1 / 2 " FOR SHEAR PL & BOLTS SEE PL3/4 W/ (4) 3/4" Ø BOLTS W/ 6" EMBED W/ HILTI 'HIT-HY 200' SEE SCHED ON (E) CONC ELEVATED SLAB (E) CONC BM MAX 1/2" 4" Wx BM PER PLAN 1/S5.0-1 NOTE: USE NON-DESTRUCTIVE TESTING TO LOCATE (E) REINF. DO NOT CUT OR DAMAGE (E) REINF. 1 S5.0-1 (E) CONCRETE SLAB Wx BM PER PLAN (2) 5/8"Ø HILTI 'KB-TZ2' W/ 4" EMBED @ 12" OC AT EDGE CONDIDTION (@ 6" OC AT SIM) BENT PL1/2 x 6" WIDE AT EACH ANCHOR 1/4 3 SIDES NOTES: 1. USE NON-DESTRUCTIVE TESTING TO LOCATE (E) REINF. DO NOT CUT OR DAMAGE (E) REINF. 2. SEE DETAIL FOR CONDITIION AT 2ND FLOOR. 8" NEW OPENING (E) ELEVATED CONC SLAB 10" MIN 8" MAX 4/S5.0-2 (E) CONC FILL OVER MTL DECK L6x4x5/16x1'-6" LG (LLV) W/ (2) 1/2"Ø HILTI 'KB-TZ2' W/ 3 1/4" EMBED INTO (2) LOW FLUTES MIN EA SIDE HSS GA P 1" HSS PER PLAN 5/8"Ø BOLT CENTERED IN 2 1/2" VERT SLOTTED HOLE WASHER EA SIDE NOTE: REFER TO DETAIL FOR ALTERNATE HSS TOP CONNECTION AT (E) Wx BEAM. 1/S5.0-5 MIN 7" 4" 3" 14" 10" TYP 2" 12" CONNECTION PER Wx PER PLAN (E) CONC SLAB (E) CONC BEAM PL3/4 W/ (4) 3/4"Ø BOLTS W/ 6" EMBED W/ HILTI 'HIT- HY 200' NOTE: USE NON-DESTRUCTIVE TESTING TO LOCATE (E) REINF. DO NOT CUT OR DAMAGE (E) REINF. PLATE MAY NEED TO BE RESIZED TO MISS (E) REINF 2" HORIZ SLOT HOLES 1/2" PL x 3" SQ WASHER 3/16 TYP 1 S5.0-1 COL PER PLAN 1/4 1/4 BOLTS PER BEAM PER PLAN WT5x9.5 PLAN CL 1 S5.0-1 1 2 MAX L7x4x3/8 (LLV) EA SIDE OF COL HSS ELEVATOR GUIDE RAIL SUPPORT 3/4"Ø THRU BOLT W/ WASHERS BOTH SIDES AND DOUBLE NUT (HAND TIGHT 1ST NUT) CENTERED IN A 13/16"x 3 1/2" LG VERT SLOTTED HOLE L3x3x1/4 AT COL 1/2"Ø HILTI 'KB-TZ2' W/ 3 1/4" EFF EMBED AT LOW FLUTE (E) CONC FILL OVER STEEL DECK PER PLAN PL1/4x4x0'-6" 1/4 2 MIN 1/4 2 MIN 3/16 3/16 1/4 1/4 2" CLR A A BASE PLATE EQ EQ TYP 1 1/2" TYP 1 1/2" BASE PL3/8 W/ (2) 1/2"Ø HILTI 'KB-TZ2' W/ 2" EFF EMBED 1/4 (2) L8x4x3/8x0'-8" LG (LLV) CLR 1" 1/4 1/4 (E) STL BEAM PER PLAN (1) 5/8"Ø MB CENTERED IN ANGLE & IN HSS 2 1/2" VERT SLOTTED HOLE 1 1/2" A SECTION HSS COLUMN PER PLAN, BOLT HOLES AT CL A SEAM / SIDE LAPINT.END MAX UNSHORED SPAN REINFGAGEMARK EDGE TRIPLEDOUBLESINGLE 12'-0"12'-0"10'-6"1 1/2"16D1 ----VSC @ 24" OCFASTENERS @ 6" OC FASTENERS @ 12" OC FASTENERS @ 12" OC D1 2 1/2"3 1/2" 1 3/4" 1 1/2"6" VERCO PLB-36 STEEL DECK TYPE TOTAL THICKNESS (t) CONCRETE TYPE STEEL DECK ATTACHMENT PATTERN 12'-0"11'-0"10'-0"6 1/4"20D2 #4 @ 12" OC EW 3000 PSI LTWT CONC *3/4"Ø PUDDLE WELD @ 12" OC VSC @ 24" OC*3/4"Ø PUDDLE WELD @ 12" OC *3/4"Ø PUDDLE WELD @ 12" OCVERCO W-3 D2 3/4" CLR 3 1/4" 3" NOTES: 1. SEE GENERAL NOTES FOR MORE INFORMATION. 2. VSC = VERCO SIDELAP CONNECTION. 3. * 3/4" VISABLE DIAMETER PUDDLE WELDS (MINIMUM FUSION AREA SHALL BE 1/2" DIAMETER PUDDLE WELDS). AISC STD HORIZ SHORT SLOTTED HOLES OVERLAPPING 15/16" Ø HOLES ONLY ALLOWING FOR INSTALL OF 3/4"Ø BOLTS NEW SLAB PER PLAN 1/4 1/4 (E) CMU WALL CONT PL1/2 TO MATCH WALL THICKNESS W/ 3/4"Ø x 3 3/4" EMBED HILTI 'KB-TZ2' AT GROUTED CELLS (4 MIN) 1 1/2" TYP 3 1/2" TYP 1 1/2" 3/4 EA LOW FLUTE (E) SLAB 7" 7" 2" CL 2" 3"3" 2" A A WALL PLATE Wx PER PLAN (4) 3/4"Ø x 3 3/4" EMBED HILTI 'KB-TZ2' (ICC ESR-4266) PL1/4 HSS COL PER PLAN NOTE: ACCEPTABLE TO USE 3/4"Ø x 4" EMBED HILTI HY 270 EPOXIED THREADED ROD + HIT-SC IN LIEU OF KB-TZ2 WHERE A CELL VOID IS ENCOUNTERED. 3" SCAN SLAB TO LOCATE AND AVOID CUTTING (E) REINF. NEATLY CHIP AWAY CONC TO INSTALL COL. FILL VOID WITH NON-SHRINK GROUT FOR STEEL COL TO BEAM CONN SEE 14 S5.0-4 1/2" BEAM BELOW EXTEND ANGLE (3) WEBS PAST OPENING EA END TYP THIS IS CONSIDERED A SINGLE OPENING WEBS OF DECKL1 3/4x1 3/4x 1/4 ON TOP OF DECK (TYP) NOTES: 1. DO NOT CUT MORE THAN (2) ADJACENT WEBS 2. INDIVIDUAL HOLES LESS THAN 6"Ø AND CUTTING NO MORE THAN (1) WEB, DO NOT REQUIRE REINFORCING SHOWN. 3. ANGLES SHALL BE PLACED ON TOP OF DECK 4. IF DIMENSION "A" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER, THERE SHALL BE NO RESTRICTION OF DIMENSION "B". 5. IF DIMENSION "B" IS GREATER THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS GREATER, THERE SHALL NOT BE NO RESTRICTION ON DIMENSION "A" 6. IF DIMENSION "A" AND "B" ARE LESS THAN 4x"D1", 4x"D2" OR 32" WHICHEVER IS LARGER, THE GROUP OF OPENINGS SHALL BE CONSIDERED AS A SINGLE OPENING, AND SHALL BE REINFORCED AS REQUIRED FOR THE LARGER OPENING. "A" "B" "D1" "D2" 1/8 1/2" TYP ADJ TO CUT WEBS MC6x12 (E) MC6x12 L3x3x1/4 BRACE @ EA HANGER 2 MIN 1 (E) L2 1/2x2 1/2 HANGER AT EA (E) ROOF BM 1/4 2-12 1/4 3" MIN EA END PL 3/4x5x0'-8" (E) ROOF BM 1/4 1/4 1/4 Lx TO PL 4" TYP 1" EQ EQ PL1/2x6x0'-6" (2) 1/2"Øx3" HILTI 'KH-EZ' (ICC ESR-3027) L4x4 PER PLAN A END CONNECTION 1/2" 1"TYP 1"L4x4 PER PLAN L4x4 PER PLAN PL1/4x2 1/2x0'-3 1/2" W/ (2) 1/2"Ø THRU BOLTS 1/4 PL TO Lx B BEAM TO BEAM CONNECTION PL3/8x4x0'-8" HSS HEADER PER PLAN Lx PER EDGE OF NEW OPENING IN WALL HSS JAMB PER PLAN 1/4 1/4 TYP NOTE: SEE DETAIL FOR INFORMATION NOR SHOWN. 1/S5.0-2 1/S5.0-2 ~ 21" (VIF) 1/4 EA SIDE OF WEB PIPE 16 STD x 3/8 WALL THICKNESS x 8" LG NOTE: PROVIDE TEMP SHORING FOR EXISTING Wx BEAM PRIOR TO CUTTING NEW HOLE. DO NOT REMOVE SHORING UNTIL PIPE IS INSTALLED AND WELDED TO EXISTING Wx BEAM. CL OPENING CL W x B E A M AN D O P E N I N G 16" (E) W21x68 (VIF) 2' - 0" MAX CL SPAN N I R No. S3866 Exp. 3/31/26 G T R E TATSS E OFILACFO UCTURA R L R STERED P L OFESSIONA N E R AI E ENGI WILLI H.THORP ................ . . . ............................... . . . ............... E AM I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 2/11/2026 11:51:33 AM Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt S5.0-1 TYPICAL STEEL DETAILS JO B N U M B E R : 2 1 0 0 5 8 8 ; J O B N A M E : S a n t a A n a L i b r a r y R e no v a t i o n ; S H E E T : S 5 . 0 -1; P D : M J S ; P M : E S 1" = 1'-0"1STEEL BM TO STEEL BM CONNECTION 1 1/2" = 1'-0"2FLANGE BRACE TO EXISTING CONC SLAB 1 1/2" = 1'-0"3Wx BEAM TO EXISTING CONCRETE BEAM 1 1/2" = 1'-0"4FLANGE BRACE TO (E) CONC SLAB EDGE 1 1/2" = 1'-0"5HSS TOP CONNECTION AT SLAB 1" = 1'-0"6EMBED PLATE TO CONCRETE BEAM/WALL1 1/2" = 1'-0"10Wx BEAM TO HSS COL CONN 1" = 1'-0"8ELEVATOR GUIDE RAIL SUPPORT 1" = 1'-0"9HSS TOP CONNECTION AT BEAM 1" = 1'-0"11STEEL DECK SCHEDULE 1" = 1'-0"12TYPICAL BEAM TO (E) CMU WALL 1" = 1'-0"13TYP STIFFENED DECK SLEEVE DETAIL REV # DESCRIPTION DATE ASI#020 ASI 04.03.2025 #196 RFI 06.02.2025 #142 RFI 04.29.2025 #86 RFI 03.03 2025 #264 RFI 09.09.2025 #365 RFI 02.04.2026 ASI#020 1" = 1'-0"14SECTION ASI#020 1 1/2" = 1'-0"7Lx BEAM CONNECTIONS1" = 1'-0"16ALT HSS HEADER TO HSS JAMB CONN #86 #264#365 #142 1" = 1'-0"15NEW OPENING IN EXISTING Wx BEAM #196 #196 #86 ISSUE DATE PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: (E) CONC FIL OVER MTL DECK (E) Wx BEAM PER PLAN HSS COLUMN PER PLAN 1/4 3 MIN 1/4 3 MINTYP HSS TO (E) Wx N I R No. S3866 Exp. 3/31/26 G T R E TATSS E OFILACFO UCTURA R L R STERED P L OFESSIONA N ER AI E ENGI WILLI H.THORP ............... . . . . ............................... . . . ............... E AM 18400 Von Karman Ave., Suite 600 Irvine, CA 92612 O: 949.252.1022 F: 949.252.8082 www.kpff.com I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 S5.0-5 STEEL DETAILS REV # DESCRIPTION DATE #86 RFI 03.03 2025 #365 RFI 02.04.2026 1 1/2" = 1'-0"1ALT HSS TOP CONN AT Wx BEAM #365 #365#86 ISSUE DATE PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: NOTES: 1. DO NOT CUT OR DAMAGE (E) REIN. BARS. USE NON-DESTRUCTIVE TESTING TO LOCATE (E) REINF STEEL FOR POST INTALLED ANCHORS. (E) CONCRETE WALL (f'c = 2500 PSI MIN) 3"x3"x12GA x 0'-3" LG CLIP W/ 1/2"Ø x 3 1/4" EMBED HILTI 'KB- TZ2' TO WALL AND (4) #10 SMS EQUALLY SPACED EA WAY) TOP TRACK PER STUD WALL, TYP 3 S6.0-1 400T150-54 LEDGER W/ (2) #10 SMS TO BOX HEADER STUD (T&B) AND 3/8"Ø x 2" EMBED HILTI 'KB-TZ2' @ 2'-0" OC STAGGERED TYP 1 1/2" FROM LEDGER FLANGE, TYP END BOX HEADER TRACK 1" MAX (E) CONCRETE WALL (f'c = 2500 PSI MIN) NOTES: 1. DO NOT CUT OR DAMAGE (E) REIN. BARS. USE NON-DESTRUCTIVE TESTING TO LOCATE (E) REINF STEEL FOR POST INTALLED ANCHORS. 16GA x 1 1/2" x 1 1/2" x STUD WIDTH CLIP W/ (3) #10 SMS AT EA LEG (EQUALLY SPACED), TYP AT BOTH SIDES BOX HEADER PER PLAN 1 1 MIN 1.5 MAX TOP CONN PER (4) #10 SMS CEILING PER ARCH 400S162-43 @ 16" OC, TYP 400S162-43 BRACE @ 48" OC CONT 400T150-54 W/ (2) #10 SMS EACH STUD GLAZING PER ARCH, CONTRACTOR TO VERIFY SYSTEM CAM ACCOMODATE 1.5" VERTICAL MOVEMENT FROM FLOOR ABOVE TOP BRACE CONN PER 3 S6.0-1 3 S6.0-3 ASSEMBLY BY OTHERS SHIM BLOCK (E) CONC SLAB 3/8"∅HILTI 'KB-TZ2' W/ 2" NOMINAL EMBED @ 48" OC (ICC ESR-4266) GLAZING AND ASSEMBLY BY OTHERS L3x3x16GA x 1'-3" LG W/ (2) 1/2"Ø HILTI 'KB-TZ2' W/ 2" EMBED (3) #10 SMS 1'-0" MIN TYP 1 1/2" WHERE BRACE DOES NOT ALIGN W/ LOW FLUTE OF DECKB A PARALLEL TO DECK PL10GAx0'-8" (GR50) W/ (2) 1/2"Ø HILTI 'KB-TZ2' W/ 2" EMBED AT EACH LOW FLUTE (SPACING=4" MIN) 1/16 3-6 1/16 3-6 (4) #14 SMS AS ALTERNATE B SECTION TYP 1 1/2" MIN L3x3x16GA x 1'-3" LG W/ (2) 1/2"Ø HILTI 'KB-TZ2' W/ 2" EMBED (ICC ESR-4266) (3) #10 SMS TYP 1 1/2" MIN C PERPENDICULAR TO DECK TRIM FLANGE OF ONE TRACK AND EXTEND WEB OVER TRACK TOP TRACK (TYP)TOP TRACK (TYP) (4) #10 SMS AT TRACK WEBS WALL STUD (TYP) 1" 1" 4" 1" 12" 4" 1" (2) SMS OR (2) HILTI X-U END OF EACH TRACK PER TOP TRACK 3" (TYP) (3) #10 SMS EACH SIDE OF SPLICE (6 TOTAL PER SIDE) TOP TRACK SPLICE PIECE SHALL BE SAME SIZE AND GA AS STUDS A DETAIL B DETAIL 3 S6.0-1 600T150-54 A SECTION #10 SMS EA STUD EA FLANGE (4) #10 SMS @ 12" OC POST PER PLAN (MAX HT = 8'-0") STUD PER SCHED 600S162-54 A BOX TOP TRACK (UNPUNCHED) (2) #10 SMS OR PDF EA TRACK EA FLANGE SISTERED STUD TP POST W/ #10 SMS @ 6" OC OR PDF @ 12" OC STAGGERED (E) CEILING LEVEL A SECTION (E) CMU WALL (2) #10 SMS AT EA CLIP TOP TRACK PER SCHED CLIP L10GAx3x3x0'-3" @ 36" OC W/ 1/4"Ø x 1 1/2" EMBED SIMPSON TTN25134PFSS STUD WALL PER SCHED 4 S6.0-1 (2) 1/4"Ø x 1 1/2" EMBED SIMPSON TITEN SCREWS STUD PER SCHED BOXED TOP TRACK L3x3x12GA W/ (1) 1/2"Ø x 2" EMBED HILTI 'KB-TZ2' INTO (E) SLAB (E) CONC SLAB CONN AT TOP, BOT AND MID-HEIGHT OF STUD WALL TYP 1/2" CLR L3x3x12GA T&B W/ (2) #12 SMS TO TOP TRACK 9" MAX 400S162-33 @ 16"OC L3x3x10GA W/ (2) #10 SMS EA LEG @ EA STUD TYP #8 SMS @ 16"OC EN/FN/BN 1/2" THK PLYWOOD SHTG 12" MIN BOX BEAM PER PLAN CEILING JOIST PER 6 S6.0-4 (E) DBL STUDS @ 16" OC (E) CRC TIE (WHERE OCCURS) 400S162-48 @ 4'-0" OC HORIZ & VERT CLIP L3x3x3"x18 GA W/ (3) 1/4" SMS EA LEG CONT 4"x18GA BK'G PLATES PER (E) C6 +/- VIF 9" STUD TO BEAR ON BACK'G PL (6) 1/4" SMS (4) 1/4" SMS (E) 1 1/2" CRC FRM'G FOR LATH & PLASTER B SECTION A 6/S6.0-2 SEE DETAIL FOR SOFFIT FRAMING WHERE REQUIRED 16 S6.0-3 (E) PALSTER & CRC FRM'G 4" VERT STUD 4" HORIZ STUD CONT BACKING PLATES (E) DBL STUDS A PLAN TYP 6' - 0" TYP 6' - 0" TYP 6' - 0" TYP 6' - 0" BRACE PER 15/S6.0-3 METAL STUD WALL PER ARCH & 4/S6.0-1 METAL STUD WALL PER ARCH & 4/S6.0-1 TYP TYP 45° CUT AND BEND BRACE FLANGE TO FORM 1 1/4" RETURN W/ (2) #10 SMS TO ADJACENT TRACK, TYP EACH SIDE, EACH ENDEXTEND BRACE WEB OVER ADJACENT TRACK W/ (4) #10 SMS MIN, SPACED @ 1" OC STAGGERED (PROVIDE 1" EDGE DISTANCE, 1" END DISTANCE) TYP EACH END A CONT TOP TRACK TO MATCH SIZE AND GAUGE OF STUD WALL 400S162-43 BRACE (LENGTH<10'-0") OR (2) 400S162-43 BRACE (LENGTH <15'-0") SECTION AT DBL STUD BRACE (2) STUDS #10 SMS @ 36" OC W/ (8) #10 SMS @ 3/4" OC AT END A SECTION NOTE: AT BRACE CONNECTION TO (E) CONC WALL, CUT AND FOLD BRACE WEB 4". USE (2) 1/4"Ø HILTI 'KH-EZ' x 1 5/8" NOM EMBED (ICC ESR-3027). EQ EQ (E) CONC WALL (E) DBL STUD (2) #10 SMS L2x2x18GA W/ #10 SMS EA JOIST 400S162-43 @ 16" OC 600S162-54 JOIST @ 16" OC (E) CRC PER 20'-0" MAX (E) 6" TALL CHANNEL 600T150-54 LEDGER W/ (2) #10 SMS TO JOIST T&B & 3/8"Øx2" EMBED HILTI 'KB-TZ2' @ 16" OC STAGGERED (E) OBSTRUCTION SUSPENDED SOFFIT PER SOFFIT HANGER SOFFIT JOIST HANGER PER (E) ROOF MTL DECK (2) #14 SMS EA SIDE OF STUD (INTO LOW FLUTE ONLY) WALL BRACING WHERE WALL NOT COVERED PER & 1 1/2" FLANGE CONT TRACK TO MATCH GAUGE OF HANGER W/ #12 SMS AT EA STUD FLANGE TO TRACK 5 S6.0-4 5 S6.0-4 3 S6.0-2 8 S6.0-4 AB C C CATWALK CHANNEL JOIST END ALTERNATE CONNECTION D JOIST HANGER ALTERNATE CONNECTION (E) LEDGER (E) CHANNEL E HANGER UNDER OBSTRUCTION ALTERNATE CONNECTION F HANGER PARALLEL TO DECK ALTERNATE CONNECTION NOTES: 1. DO NOT CUT OR DAMAGE (E) REINF BARS. USE NON-DESTRUCTIVE TESTING TO LOCATE (E) RENF STEEL FOR POST INSTALLED ANCHORS. 2. SEE A5.0-1 FOR ARCHITECTURAL APPLICATION OF THIS DETAIL. CEILING SUPPORT JOISTS L2x2x12GA CLIP AT EA JOIST W/ #12 SMS TO JOIST & 0.157"Øx1" HILTI 'X-U' PDF TO (E) CHANNEL (E) CHANNEL (E) DBL STUD 400S162-43 SPLICE STUD (E) CHANNEL A SECTION SCALE:1 1/2"=1'-0" B DETAIL SCALE:1 1/2"=1'-0" N I R No. S3866 Exp. 3/31/26 G T R E TATSS E OFILACFO UCTURA R L R STERED P L OFESSIONA N E R AI E ENGI WILLI H.THORP ................ . . . ............................... . . . ............... E AM I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 2/11/2026 11:51:34 AM Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt S6.0-3 TYPICAL METAL STUD DETAILS JO B N U M B E R : 2 1 0 0 5 8 8 ; J O B N A M E : S a n t a A n a L i b r a r y R e no v a t i o n ; S H E E T : S 6 . 0 -3; P D : M J S ; P M : E S 1 1/2" = 1'-0"4METAL STUD WALL TO (E) WALL CONN 1 1/2" = 1'-0"5BOX HEADER TO CONCRETE WALL 1 1/2" = 1'-0"6BOX HEADER TO BOX HEADER CONN1 1/2" = 1'-0"10SUSPENDED BULKHEAD 1 1/2" = 1'-0"11BOTTOM OF GLASS ANCHORAGE 1 1/2" = 1'-0"3TYPICAL BRACE CONN DETAIL 1" = 1'-0"1TYPICAL TOP TRACK AT CORNER 1" = 1'-0"2TYPICAL TOP TRACK SPLICE 1 1/2" = 1'-0"7LOW WALL TOP CONN TO POST 1 1/2" = 1'-0"8FURRING WALL TOP CONN 1 1/2" = 1'-0"9LOW WALL END CONN TO (E) STRUCT 1 1/2" = 1'-0"12PARAPET AT PORTAL REV # DESCRIPTION DATE ASI#020 ASI 04.03.2025 #365 RFI 02.04.2026 #250 RFI 08.20.2025 1" = 1'-0"13STUD DETAIL ASI#020 1/4" = 1'-0"14ALT WALL BRACING PLAN 1 1/2" = 1'-0"15HORIZ PARTIAL HEIGHT WALL BRACE #250 #250 1" = 1'-0"16SOFFIT HANGING DETAIL #365 #365 ISSUE DATE PERMIT SET 1ST ISSUANCE BID SET FINAL PERMIT/CONFORM SET 09/29/2023 04/30/2024 08/02/2024 REV # DESCRIPTION DATE 1 BACKCHECK REV-1 03.01.2024 2 CITY REVIEW REV-1 08.02.2024 3 CITY REVIEW REV-2 10.18.2024 4 CITY REVIEW REV-3 01.27.2025 5 CITY REVIEW REV-4 04.07.2025 6 CITY REVIEW REV-5 06.27.2025 7 CITY REVIEW REV-6 10.24.2025 8 CITY REVIEW REV-7 02.06.2026 9 CITY REVIEW REV-8 03.25.2026 REVIEWED FOR CONSTRUCTABILITY: 80470 SEAN THOMAS. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: RECOMMENDED FOR CONSTRUCTION: 62968 JASON GABRIEL. P.E. RCE NO: PRINCIPAL CIVIL ENGINEER DATE: 1 3 / 4 " 1 1 / 4 " 3" 1 1 / 4 " MAX 1/8" GAP 1 1/4" 3" 1 1/4" UNIT PER MECH DWGS (E) MTL DECK (E) BM PER PLAN NON-COMBUSTIBLE SOLID SHIM UNDER CURB TO MATCH DECK PROFILE THICKNESS (HSS 1 1/2 x1 1/2x1/8x0'-6" LONG @ 4'-0" OC MAX TACK WELDED TO BASE STRUCTURAL STEEL L4x4x1/4 TYP AT OPENINGS UNO (MAY BE OMITTED AT 'X' < 2'-0") - (MAY BE OMITTED IF INTERNAL MECH'L UNIT FRAME PROVIDES EQUIVALENT SUPPORT) PRE-FABRICATED CURB BENT PL1/4 NS & FS (2) 3/4"Ø BOLTS ON 3 1/2" GAGE (4 BOLTS TOTAL) (2) 3/4"Ø BOLTS L6x6x3/8 ALIGN FLANGE WITH LOW FLUTE FOR DECK WELDING 1/4 1/4 1/4 1/4 TYP 1/4"Ø SMS ((4) EA SIDE, (16) TOTAL) 14 " 2 9 3 / 4 " 85 5/8" CG MAX WEIGHT: 326# 29 " #14 SMS EA LEG 1/2"Ø 12" OC DECK TO Lx TYP 3" NOTES: 1. PROVIDE TRAPEZE NO MORE THAN 10'-0" APART ALONG ENTIRE LENGTH OF DUCT. 2. PROVIDE NO LESS THAN ONE LONGITUDINAL BRACE (LB) PER SPAN OF DUCT. LONGITUDINAL BRACE TO OCCUR EA SIDE. 3. PROVIDE TRAPEZE @ 2'-0" MAX FROM LOCATIONS WHERE DUCT CHANGE DIRECTION. 4. EXEMPTION FROM BRACING SHALL COMPLY WITH REQUIREMENTS OF CBC 2019 SECTION 1617.1.25 AND ONLY WHEN DUCTWORK WOULD NOT IMPACT AND DAMAGE ADJACENT COMPONENTS. PLAN: EXAMPLE LAYOUT (FOR REFERENCE ONLY) 1/2"Ø HANGER ROD TYP OF (2) LOCATIONS ROD STIFFENER TYP AT EA HGR 1 MIN 1 NUT T&B TYP UNISTRUT 'P1000 HS' BRACE (LENGTH = 9'-6" MAX) TYP 'SPF200' W/ (2) 1/2"Ø MIN BOLT AND SPRING NUT TO BRACE. TYP EA BRACE, EA END 1 BRACING SPACING TB 20'-0" LB EQ * E Q * LBLB LB LB TB TB TB LB LB TB A A SECTION AT LONGITUDINAL BRACE 40'-0" 1 UNISTRUT 'P1000' BRACE (LENGTH = 9'-6" MAX) TYP TY P 3" TY P 3" UNISTRUT 'P1064' OR LONGITUDINAL BRACE AS OCCURS UNISTRUT 'P1000' TYP DUCT PER MFR #10 SMS @ 12" OC MAX TYP UNISTRUT 'P1064' TB MAX 2'-0" UNISTRUT 'P1000' TYP TY P 3" TY P 3" 'SPF200' W/ (2) 1/2"Ø MIN BOLT AND SPRING NUT TO BRACE. TYP EA BRACE, EA END NUT T&B TYP PROVIDE UNISTRUT 'P1064' AT HGR ROD WHERE BRACE DOES NOT OCCUR * ONLY ONE TRAPEZE REQUIRED WHEN THESE DIMENSIONS DO NOT EXCEED 4'-0" TOTAL 1/2" Ø HILTI 'KB-TZ2' WEDGE ANCHOR W/ 3 1/4" MIN EMBED (ICC ESR-1917) (E) CONC OVER MTL DECK PER PLAN 3" 3 " 4' - 0" MAX 'H ' A B B 1 1 MIN 1/2"Ø HANGER ROD TYP OF (2) LOCATIONS ROD STIFFENER TYP AT EA HGR WHERE TRANS OR LONG BRACE OCCURS 1/2" Ø HILTI 'KB-TZ2' WEDGE ANCHOR W/ 3 1/4" MIN EMBED (ICC ESR-1917) UNISTRUT 'P1000' HS DIAGONAL BRACE (LENGTH = 9'-6" MAX) 'SPF200' W/ (2) 1/2"Ø MIN BOLT AND SPRING NUT TO BRACE. TYP EA BRACE, EA END. 1/2"Ø HILTI 'KB-TZ2' W/ WASHER AT EA HANGER W/ 3 1/4" MIN EFF EMBED, TYP AT CL OF LOW FLUTE (E) CONC OVER MTL DECK PER PLAN PIPE/CONDUIT & CLAM TYP 'P2864' OR LONG BRACE AS OCCURS UNISTRUT 'P1000 HS' TYP NUT T&B, TYP COUPLER NUT TYP TY P 3" 1 1 MIN P1000 BRACE, TYP 'SPF200' W/ (2) 1/2"Ø MIN BOLT AND SPRING NUT TO BRACE. TYP EA BRACE, EA END. P1000 TYP NUT T&B TYP ROD STIFFENER, TYP HGR ROD, TYP PROVIDE P2864 @ HGR ROD WHERE BRACE DOES NOT OCCUR B SECTION SNUG TIGHT TO EA NUT NUT SNUG TIGHT TO SWIVEL CONN HGR ROD M2050 1/2"Ø HILTI 'KB-TZ2' W/ WASHER, TYP EM B E D 3 1 / 4 " SWIVEL CONNECTION IN LIEU OF COUPLER NUT WHEN BRACING IS OMITTED 3/8" Ø x 1" HHCS 'P1000 T' 'P2485' CRADLE CLIP @ 12" OC HGR ROD PER SECTION 'P3008' NUT A SECTION AT ROD STIFFENER TBTB TB TB LB LB LB LB TB LB LB *ONLY ONE TRAPEZE REQUIRED WHEN THESE DIMENSIONS DO NOT EXCEED 4'-0" TOTAL (SEE NOTE 10) 2'-0" MAX, TYP SEE NOTE 8 FOR LB SPACING SEE NOTE 7 FOR TB SPACING CONTRACTOR'S OPTION TO ROTATE 'LB' OR 'TB' 180 DEGREES PLAN: EXAMPLE LAYOUT (FOR REFERENCE ONLY) NOTES: 1. BRACING MAY BE OMITTED FOR PIPE/ CONDUIT WHEN 'H' IS LESS THAN OR EQUAL TO 12" OR IF TOTAL WEIGHT OF ALL PIPE/ CONDUIT AT TRAPEZE IS ≤ 10PLF. 2. IF 'H' IS GREATER THAN 12". THE MAX DIAMETER FOR UNBRACED PIPE SHALL BE 1" (2 1/2" FOR CONDUIT). 3. IF BRACING IS OMITTED. PROVIDE UNISTRUT M2050 SWIVEL CONN @ EA HGR ROD IN LIEU OF COUPLER NUT. 4. OMIT STIFFENER AT HANGER ROD AT LOCATIONS WHERE BRACE DOES NOT APPLY. 5. SEE 3/- "TYPICAL PIPE/ CONDUIT WEIGHT AND MAX SUPPORT SPACING" FOR ADDITIONAL INFO (DETERMINE SPACING BASED ON SMALLEST ELEMENT SUPPORTED). 6. TOTAL UNIFORM WEIGHT OF ALL PIPE/ CONDUIT AND TRAPEZE SHALL NOT EXCEED 35 PLF. 7. PROVIDE TRANSVERSE BRACE (TB) AT SPACING PER 3/- (PARALLEL TO TRAPEZE). 8. PROVIDE LONGITUDINAL BRACE PAIR (LB) EVERY AT EVERY OTHER PER TRANSVERSE BRACE (PERPENDICULAR TO TRAPEZE). 9. PROVIDE NO LESS THAN ONE LONGITUDINAL BRACE PAIR (LB) PER SPAN OF PIPE / CONDUIT. 10. PROVIDE TRAPEZE AT 2'-0" MAX FROM LOCATIONS WHERE PIPE/ CONDUIT CHANGES DIRECTION. 11. ALL STRUT COMPONENTS AND PIPE CLAMPS SHALL BE MANUFACTURED BY UNISTRUT. 12. PROVIDE 1/2"Ø HHCS AND SPRING NUT AS REQUIRED FOR CONNECTION TO OPEN FACE OF STRUT TYP. 13. SUBMIT PROPOSED LAYOUT FOR SEOR/AOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 14. CONTACT SEOR IF CONTENTS OF PIPE ARE CLASSIFIED HAZARDOUS MATERIAL. 32" Ø MAX 7/8" 2" x 18GA MIN STRAP TYP 'H ' DUCT WT 15 PLF (MAX) TOP CONNECTION DUCT AREA SHALL BE NOT GREATER THAN 6 SQUARE FEET 1/2" Ø HILTI 'KB-TZ2' W/ 2" MIN EMBED AT CENTER OF STRAP TYP (SEE NOTE 7) (E) CONC OVER MTL DECK RECTANGULAR DUCT NOTES: 1. CONTACT SEOR IF AREA OF DUCT EXCEEDS 6 SQUARE FEET AND 1) H>12". 2) WEIGHT > 10 PLF. 2. MAX SPACING OF STRAP SUPPORT SHALL NOT EXCEED 10'-0" (DO NOT EXCEED SMACNA CRITERIA). 3. ALL DUCTWORK SHALL BE SHEET METAL CONSTRUCTED OR SPIRAL, ERECTED, AND TESTED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS, PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OR FUNDAMENTALS, CHAPTER 6 OF CALIFORNIA MECHANICAL CODE, OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION. THE SEOR SHALL BE NOTIFIED OF ANY DISCREPANCIES. 5. DETAIL DOES NOT PERTAIN IF DUCTWORK CARRIES TOXIC, HIGHLY TOXIC, OR FLAMMABLE GASES OR USED FOR SMOKE CONTROL. CONTACT SEOR IF DUCTWORK APPLIES TO SUCH USES. WIDTH PER PLAN SLAB OPENING 4" TYP CONTRACTOR'S OPTION TO PLACE ANGLE ON TOP OF FLOOR ON (2) OPPOSITE SIDES OF DUCT TOTAL ANGLE AROUND OPENING PER PLAN L3x3x10GA EA SIDE OF EA DUCT, TYP ATTACH TO DUCT W/ (3) #10 SMS COPE HORIZ LEG AND BEND VERT LEG. ATTACH TO INTERSECTING ANGLE W/ (3) #14 SMS EA END T/ SLAB T/ SLAB COPE HORIZ LEG AND BEND VERT LEG. ATTACH TO INTERSECTING ANGLE W/ (2) #14 SMS EA END (E) CONC OVER MTL DECK PER PLAN (E) CONC OVER MTL DECK PER PLAN DUCT PER MECH 1/2"Ø x 2" EMB HILTI KB-TZ2 EXP ANCH AT EA CORNER TYP 2" EMB TYP 1" MAX CL LOW FLUTE (E) CONC OVER MTL DECK PER PLAN (ORIENTATION AS OCCURS) 1/2"Ø HILTI 'KB-TZ2' W/ WASHER TYP 4'-0" MAX NOTES: 1. THE MAX DIAMETER FOR PIPES SHALL BE 1", THE MAX DIAMETER FOR CONDUIT SHALL BE 2/12 " (LIMIT 12 TOTAL PIPES/CONDUIT PER TRAPEZE). 2. PIPE & CONDUIT CLAMPS TO BE SELECTED BY OTHERS. 3. SEE "TYPICAL PIPE/CONDUIT WEIGHT" & MAX SUPPORT SPACING" FOR ADD'L INFO. 4. PROVIDE SUPPORTS @ 2'-0" MAX FROM LOCATIONS WHERE PIPE / CONDUIT CHANGES DIRECTION AND FROM WHERE PULLBOX IS LOCATED. 5. STRUT COMPONENTS SHALL BE MANUFACTURED BY UNISTRUT. 6. PROVIDE 1/2 "Ø HHCS & SPRING NUTS AS REQUIRED FOR CONN TO OPEN FACE OF STRUT TYP. NUT T&B TYP P1000 HS TYP PIPE/CONDUIT TYP (SEE NOTE 1) P1064 TYP 1/2"Ø HGR ROD COUPLER NUT TYP EMB 3 1/4" MAX 1"CL LOW FLUTE (E) CONC OVER MTL DECK PER PLAN ORIENTATION AS OCCURS) 'H' CLEVIS HANGER 1/2"Ø HGR ROD COUPLER NUT (SEE NOTE 3) 1/2 Ø HILTI 'KB-TZ2' W/ WASHER NUT T&B 1" MAX PIPE 2 1/2" MAX CONDUIT NOTES: 1. IF 'H' IS GREATER THAN 12", THE MAX DIAMETER FOR UNBRACED PIPE SHALL BE 1" (2/1Ø " FOR CONDUIT). 2. SEE "TYPICAL PIPE/CONDUIT WEIGHT & MAX SUPPORT SPACING" FOR ADDITIONAL INFO. 3. PROVIDE SUPPORTS @ 2'-0" MAX FROM LOCATIONS WHERE PIPE / CONDUIT CHANGES DIRECTION AND FROM WHERE PULLBOX IS LOCATED. 4. ALL STRUT COMPONENTS & PIPE CLAMPS SHALL BE MANUFACTURED BY UNISTRUT. 5. PROVIDE 1/2 "Ø HHCS & SPRING NUT AS REQD FOR CONN TO OPEN FACE OF STRUT TYP. VERTICAL SUPPORT PIPE/ CONDUIT WEIGHT DIAMETER (IN) 4 PIPE WEIGHT (PLF) CONDUIT WEIGHT (PLF) 3 1/2 3 2 1/2 2 1 1/2 1 3/4 1/2 16.3 13.4 10.8 7.9 5.1 3.6 2.1 1.4 1.0 10.2 8.4 6.5 4.8 2.9 2.0 1.0 0.7 0.4 PIPE/ CONDUIT WEIGHT DIAMETER PIPE CONDUIT 6'-0"7'-0"1/2" 7'-0"3/4"7'-0" 7'-0"1"7'-0" 8'-0"1 1/4"8'-0" 9'-0"1 1/2"9'-0" 10'-0"2"10'-0" 10'-0"> 2 1/2"10'-0" NOTE: TABULATED WEIGHTS ARE BASED ON SCHEDULE 40 PIPES AND EMT CONDUIT (FILLED W/ WATER) WEIGHTS PER OPM-0043-13. NOTE: COORDINATE WITH MECH/ PLUMBING/ ELEC CODES FOR PERMISSIBLE SPACING. MAX SPAN BETWEEN SUPPORTS 20'-0" 10'-0" MAX. TRAVERSE BRACE SPACING 6'-6" GA < 20 PLF 20 PLF - 40 PLF 40 PLF - 60 PLF TYP 2" UNISTRUT P2786 EA FLANGE, TYP UNISTRUT P1000 CROSS w/ 'P1047' EA END WHERE REQ'D UNISTRUT P1001 SPACING TO MATCH TRAPEZE/ HGR SPACING THREADED BOLT w/ SPRING NUT @ HGR/ BRACE (E) ROOF GIRDER PER PLAN (E) ROOF DECK PER PLAN 23" MAX 10'-0" MAX OPENING 'A34' CLIP EA SIDE TYP (N) BOT PL (E) PL (E) HGR (N) HGR (4) 10d NAILS '2L' 'L' 3" MAX TYP 1" CLR (E) CONT MEZANNINE EDGE STL BEAM (E) 3-NAILS 8" MAX (E) MB (E) TAB (E) 2x4 @ 16" OC (N) BOT PL(2) 10d NAILS AT EACH HGR A TYP SOFFIT HANGER EXTENSION SIDE ELEVATIONBSOFFIT AT DUCT OPENING FRONT ELEVATION N I R No. S3866 Exp. 3/31/26 G T R E TATSS E OFILACFO UCTURA R L R STERED P L OFESSIONA N E R AI E ENGI WILLI H.THORP ................ . . . ............................... . . . ............... E AM I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 3/16/2026 12:54:46 PM Autodesk Docs://Santa Ana Library/22575-01 Santa Ana Library_Struct_SR22.rvt S7.0-2 EQUIPMENT ANCHORAGE DETAILS JO B N U M B E R : 2 1 0 0 5 8 8 ; J O B N A M E : S a n t a A n a L i b r a r y R e no v a t i o n ; S H E E T : S 7 . 0 -2; P D : M J S ; P M : E S 1" = 1'-0"1EQUIPMENT ANCHORAGE -SUPPLY FAN 1" = 1'-0"2TYPICAL BRACED DUCT ANCHORAGE 1" = 1'-0"5TYPICAL PIPE/CONDUIT TRAPEZE ANCHORAGE1" = 1'-0"7TYPICAL DUCT ANCHORAGE 1" = 1'-0"4DUCT RISER SUPPORT AT FLOOR & ROOF SLAB 1" = 1'-0"8TYPICAL UNBRACED PIPE/CONDUIT TRAPEZE ANCHORAGE 1 1/2" = 1'-0"9TYPICAL SINGLE-HUNG PIPE/CONDUIT ANCHORAGE 1 1/2" = 1'-0"3TYPICAL PIPE/ CONDUIT WEIGHT AND MAX SUPPORT SPACING1 1/2" = 1'-0"6MEP CONN TO ROOF REV # DESCRIPTION DATE #2531 RFI 03.16.2026 1 1/2" = 1'-0"10LOWER (E) SOFFIT AT DUCT OPENING #2531 . . 1. ALL FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL, DAMP, OR WET AS REQUIRED BY LOCAL CODES. 2. ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION ACCORDING TO ALL CALIFORNIA ELECTRICAL CODES. 3. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND RECESS DEPTHS. 4. ALL LAMPS SHALL BE INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE. 5. CONTRACTOR SHALL VERIFY FINAL VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURES. 6. CEILING THICKNESS IN EXCESS OF 3/4" SHALL BE IDENTIFIED IN WRITING BY CONTRACT. 7. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN A FIRE-RATED CEILING. 8. WALLS DIRECTLY ILLUMINATED SHALL BE INSTALLED AND FINISHED IN A MANNER TO ELIMINATE SHADOWS OR BLEMISHES (I.E. HANG DRY WALL VERTICALLY). 9. ANY FIXTURE SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO BID. CONTRACTOR MUST BE PREPARED TO SUPPLY A SAMPLE AND/OR PHOTOMETRIC DATA IF REQUESTED. 10. OUTDOOR LIGHTING FIXTURES THAT ARE USED TO ILLUMINATE A PREMISES, ARCHITECTURAL FEATURE OR LANDSCAPE FEATURE ON PRIVATE PROPERTY SHALL BE DIRECTED, SHIELDED, OR LOCATED IN SUCH A MANNER THAT THE LIGHT SOURCE IS NOT VISIBLE OFFSITE, TO MINIMIZE LIGHT EMISSION ABOVE THE HORIZONTAL PLANE AND SO THAT LIGHT DOES NOT FALL ONTO SURROUNDING PROPERTIES OR CREATE GLARE HAZARDS WITHIN PUBLIC RIGHTS-OF-WAY. 11. ALL EMERGENCY BATTERY PACKS SHALL BE FURNISHED WITH 90-MIN MINIMUM BACK UP CAPABILITY AND PROVIDE NO LESS THAN 1/3 OF THE FULL LUMEN OUTPUT OF ANY INDIVIDUAL LAMP. LED LIT, TEST SWITCHES TO BE INTEGRAL TO FIXTURE, NOT REMOTE MOUNTED. CONTRACTOR SHALL ENSURE THAT A MINIMUM OF 1-FOOTCANDLE IS PROVIDED AT FLOOR LEVEL ALONG PATH OF EGRESS. 12. LIGHTING INSTALLED IN CORRIDORS AND STAIRWELLS SHALL BE CONTROLLED BY OCCUPANT SENSING CONTROLS THAT SEPARATELY REDUCE THE LIGHTING POWER BY AT LEAST 50% WHEN THE SPACE IS UNOCCUPIED. 13. LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS AND LUMINARIES SHALL COMPLY TO 2022 CENC, SECTION 110.9. 14. SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY BACKUP OR CONNECTED TO BUILDING LIGHTING INVERTER. 15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) 16. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC SECTION 1013.5 17. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E0.1-2 NEW SINGLE DIAGRAM GENERAL NOTES KEY NOTES 1 PROVIDE 36"X36"X24"D NEMA 3R PULLBOX. CONTRACTOR TO PROVIDE IRRIVERSABLE SPLICE INSIDE NEW NEMA 3R PULLBOX TO EXTEND 480V, 600A, 3-PHASE, 3-WIRE SYSTEM TO NEW "MSA". 2 3000 PSI CONCRETE PAD, MINIMUM THICKNESS OF 4 INCHES OR THICKNESS AS REQUIRED TO SUPPORT SWITCHBOARD. CONDUIT SLOT WITHIN PAD SHALL BE PROVIDED TO ACCOMMODATE ALL FEEDERS. 3 PROVIDE BUILDING POWER SYSTEM GROUND BUS BAR, LOCATED ADJACENT TO MAIN ELECTRICAL EQUIPMENT. 4 PROVIDE 1"C -1# 4/0 TO GROUND RODS. 5 NEW SWITCHBOARD WITH AUXILIARY CONTACT FOR ELEVATOR SWITCHBOARD. MS-A 600A, 480V, 3PHASE, 3W, 65kAIC 600A/3P 60A/3P 3P 2 350A/3P 3P 3 XFMR "T1" 225KVA 480V 208Y/120V DISTRIBUTION BOARD "DB-2" 800A, 208Y/120V, 3PHASE, 4W, 25kAIC 800A/3P 100A/3P 3P 4 F 40A FLA 30HP 70A/3P 3P 6 F VFD AHU-B-1 59.1 A = FLA 20A/3P 3P 5 F VFD CHWP 1.1 5 15A/3P 3P 9 F VFD HWP 1.2 1 SPARE 15A/3P 3P 10 SPARE 15A/3P 3P 15A/3P 3P 3P SPARE 20A/3P 3P 15 x2 SPACE 30A/3P 3P 16 175A 3P 1 "LBA" POWER PNL 175A 3P 2 "LBB" POWER PNL 200A 3P 3 "LBL" LTG PNL 200A 3P 4 "LBM" MECH. PNL 175A 3P 5 "L1A" POWER PNL 175A 3P 6 "L1B" POWER PNL 100A 3P 7 "L1L" LTG PNL 175A 3P 8 "L2A" POWER PNL 175A 3P 9 "L2M" POWER PNL 100A 3P 10 "L2L" LTG PNL 30A 3P 12 SPARE 175A 3P 13 SPARE 175A 3P 14 SPARE 125A 3P 15 x2 SPACE SPARE 100A 3P 16 SECOND FLOOR F VFD AHU-1_1 6.6A = FLA FIRST FLOOR 1 600 A 600 A 3P CLASS L IN CITY HALL CITY HALL ELECTRICAL SYSTEM IN EXISTING LIBRARY UNDERGROUND VAULT (E) MAIN SWITCH SERVING THE LIBRARY LOCATED IN CITY HALL (E) 5''C, 6#500MCM & 1 #3/0 GND (E) (2-SETS)4''C, 3# 500MCM & 1 #3/0 GND (2-SETS)4''C, 3#500MCM & 1 #3/0 GND 1''C - 1#4/0 GROUND BUS BAR 3 1''C - 1#4/0 CONCRETE ENCASED ELECTRODE (UFER GROUND) 1''C - 1#4/0 TO MAIN COLD WATER PIPE 4 BASEMENT FLOOR 5 ELEV. CONT 1''C - 1#3/0 GND SPD 6 PROVIDE ARC FLASH AND COORDINATION STUDY. 6 6 7 SURGE PROTECTION. TVSS SHALL BE TYPE 1. 7 8 PROVIDE FULL FUNCTION ELECTRONIC TRIP, 100% RATED CIRCUIT BREAKER WITH RMS SENSING. FIELD REPLACEABLE ELECTRONIC TRIP WITH COMMUNICATION PORT, AND THE FOLLOWING FIELD ADJUSTABLE SETTINGS: a) LONG AND SHORT TIME PICKUP LEVELS. b) LONG AND SHORT TIME ADJUSTMENTS. 8 8 70A/3P 3P F 34 FLA 25HP (E) ELEV. CONT (E) 00 0 00 1 00 2 00 3 00 4 00 5 00 8 01 0 01 1 01 2 01 3 01 4 01 5 01 6 01 7 01 8 01 9 02 0 02 1 9 CONTRACTOR SHALL CHANGE CIRCUITING ON ELEVATOR CONTROLLER FROM 240V, 3-PHASE TO 480V, 3-PHASE. IF ELEVATOR CONTRACTOR DEEMS THIS NOT POSSIBLE ELECTRICAL CONTRACTOR SHALL PROVIDE STEP-DOWN TRANSFORMER FOR ELEVATOR. COORDINATE EXACT LOCATION AND SIZE OF STEP-DOWN TRANSFORMER IN THE FIELD WITH ELEVATOR CONTRACTOR. 10 PROVIDE NEW 100AS/50AF 480V, 3-PHASE + GROUND FUSED DISCONNECT SWITCH TO CONNECT EXISTING ELEVATOR CONTROLLER 11 PROVIDE PANELBOARD WITH PROVISION FOR FUTURE CIRCUIT BREAKER MONITORING. 11 11 LSI (N) PULLBOX 1 (E) 10 9 ELEV #2 ELEV #1 L= 1 0 5 ' ; V d = 0 . 3 0 % L=400' ; Vd=0.78% L= 5 ' ; V d = 0 . 0 1 % L= 3 5 ' ; V d = 0 . 0 8 % L= 6 0 ' ; V d = 0 . 2 5 % L= 6 0 ' ; V d = 0 . 0 3 % L= 6 0 ' ; V d = 0 . 0 1 % L= 1 1 5 ' ; V d = 0 . 2 7 % L= 1 2 0 ' ; V d = 0 . 0 6 % L= 2 5 ' ; V d = 0 . 1 0 % L= 3 5 ' ; V d = 0 . 2 7 % L= 4 0 ' ; V d = 0 . 1 5 % L= 4 5 ' ; V d = 0 . 1 4 % L= 6 0 ' ; V d = 0 . 1 4 % L= 3 0 ' ; V d = 0 . 1 1 % L= 1 1 0 ' ; V d = 0 . 4 0 % L= 1 2 0 ' ; V d = 0 . 3 8 % L= 1 3 0 ' ; V d = 0 . 6 8 % L= 1 3 0 ' ; V d = 0 . 6 8 % L= 1 3 0 ' ; V d = 0 . 8 2 % SPARE 20A/3 3P 7 F VFD CHWP 1.2 5 L= 6 0 ' ; V d = 0 . 0 3 % 15A/3P 3P 8 F VFD HWP 1.1 1 00 7 L= 6 0 ' ; V d = 0 . 0 1 % 11 13 1412 00 6 00 9 DRAWING LEGEND EXISTING TO REMAIN NEW SCOPE OF WORK 12 NO WORK TO BE COMPLETED IN THE CITY HALL. CITY HALL IS FOR THE CONTRACTOR TO SAFE OFF/LOCK-OFF/TAG-OFF THE ELECTRICAL SERVICE TO THE LIBRARY. 12 INV-1 (LP) LTG PNL 13 PROVIDE MYERS 7.5kVA EMERGENCY POWER SYSTEMS ILLUMINATOR IE EMERGENCY LIGHTING INVERTER SYSTEM, 208 -120V WITH 90 MIN BATTERY BACKUP: 3-I-07-S-BA2015-S-T-Z-BAC-2YWT. 13 INV-2 13 1"C - 1#4/0 TO TELECOM GROUND BUS BAR IN FIRST FLOOR IT ROOM 00 REV # DESCRIPTION DATE #99 RFI 03.21.2025 #187 RFI 12.15.2025 #353 RFI 02.11.2026 #381 RFI 02.03.2026 #391 RFI 02.25.2026 25A/3P 02 3 L= 8 5 ' ; V d = 0 . 0 6 % F CU-B1-1 7.9A = FLA 14 14 PROVIDE NEW NEMA 3R, 30AS/20AF 480V, 3-PHASE + GROUND FUSED DISCONNECT SWITCH TO SERVE NEW EXTERIOR CONDENSING UNIT. ST 15 PROVIDE DEDICATED CIRCUIT BREAKER WITH NORMALLY OPEN AUXILIARY CONTACT(S) FOR INTERLOCKING WITH THE ELEVATOR CONTROLLER TO PERFORM REQUIRED ELEVATOR SHUTDOWN. COORDINATE CONTACT RATINGS, CONTROL VOLTAGE, AND SIGNAL TERMINATION WITH ELEVATOR CONTRACTOR AND AUTHORITY HAVING JURISDICTION. 15 ST 15 16 PROVIDE NEW 30AS/25AF 480V, 3-PHASE + GROUND FUSED, DISCONNECT SWITCH TO SERVE NEW INTERIOR FAN COIL UNIT. F FCU-B1-1 16.67A=FLA 1 L= 4 0 ' ; V d = 0 . 0 1 % 02 4 16 XFMR "T-ELEV" 45KVA/3PH 480V 240V 3/4"C - 1#6 GND 02 5 #391 RFI #391 RFI #391 RFI I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E0.1-3 FEEDER SCHEDULE REV # DESCRIPTION DATE #69 RFI 02.11.2025 #71 RFI 02.11.2025 #72 RFI 02.11.2025 #187 RFI 12.15.2025 #381 RFI 02.03.2026 #391 RFI 02.25.2026 #391 RFI #391 RFI 1. A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED ON THE INSIDE DOOR OF ASSOCIATED PANELS. 2. ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E0.1-5 PANEL SCHEDULES REV # DESCRIPTION DATE #008 ASI 04.11.2025 #020 ASI 03.21.2025 #164 RFI 05.02.2025 #009 ASI 06.04.2025 #027 ASI 08.18.2025 #009.2 ASI 09.30.2025 #009.4 ASI 11.14.2025 #353 RFI 02.11.2026 #388 RFI 02.25.2026 #388 RFI #388 RFI #388 RFI 1. A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED ON THE INSIDE DOOR OF ASSOCIATED PANELS. 2. ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E0.1-6 PANEL SCHEDULES REV # DESCRIPTION DATE #003 ASI 11.27.2024 #008 ASI 04.11.2025 #141 RFI 04.21.2025 #009.1 ASI 07.16.2025 #031 ASI 10.23.2025 #353 RFI 02.11.2026 #388 RFI 02.25.2026 #388 RFI #388 RFI #388 RFI #388 RFI #388 RFI #388 RFI #388 RFI #388 RFI 1. A NEW TYPED PANELBOARD DIRECTORY CARD SHALL BE PROVIDED FOR ALL PANELS UNDER THIS CONTRACT. NEW DIRECTORY CARDS SHALL BE LOCATED ON THE INSIDE DOOR OF ASSOCIATED PANELS. 2. ALL NEW CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREES AMPACITY CONDUCTORS. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E0.1-7 PANEL SCHEDULES REV # DESCRIPTION DATE #020 ASI 03.21.2025 #353 RFI 02.11.2026 #353 RFI #353 RFI 1. ALL FIXTURES SHALL HAVE APPROPRIATE U.L. LABEL, DAMP, OR WET AS REQUIRED BY LOCAL CODES. 2. ALL FIXTURES SHALL INCLUDE ALL ACCESSORIES FOR INSTALLATION ACCORDING TO ALL CALIFORNIA ELECTRICAL CODES. 3. PRIOR TO ORDERING ANY LIGHTING EQUIPMENT, THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND RECESS DEPTHS. 4. ALL LAMPS SHALL BE INSTALLED ACCORDING TO THE ATTACHED FIXTURE SCHEDULE. 5. CONTRACTOR SHALL VERIFY FINAL VOLTAGES AND CEILING TRIM COMPATIBILITY PRIOR TO ORDERING FIXTURES. 6. CEILING THICKNESS IN EXCESS OF 3/4" SHALL BE IDENTIFIED IN WRITING BY CONTRACT. 7. PROVIDE APPROVED FIRE-RATED ENCLOSURES FOR ALL LIGHTING FIXTURES LOCATED IN A FIRE-RATED CEILING. 8. WALLS DIRECTLY ILLUMINATED SHALL BE INSTALLED AND FINISHED IN A MANNER TO ELIMINATE SHADOWS OR BLEMISHES (I.E. HANG DRY WALL VERTICALLY). 9. ANY FIXTURE SUBSTITUTIONS MUST BE APPROVED BY THE ARCHITECT AND OWNER'S REPRESENTATIVE PRIOR TO BID. CONTRACTOR MUST BE PREPARED TO SUPPLY A SAMPLE AND/OR PHOTOMETRIC DATA IF REQUESTED. 10. OUTDOOR LIGHTING FIXTURES THAT ARE USED TO ILLUMINATE A PREMISES, ARCHITECTURAL FEATURE OR LANDSCAPE FEATURE ON PRIVATE PROPERTY SHALL BE DIRECTED, SHIELDED, OR LOCATED IN SUCH A MANNER THAT THE LIGHT SOURCE IS NOT VISIBLE OFFSITE, TO MINIMIZE LIGHT EMISSION ABOVE THE HORIZONTAL PLANE AND SO THAT LIGHT DOES NOT FALL ONTO SURROUNDING PROPERTIES OR CREATE GLARE HAZARDS WITHIN PUBLIC RIGHTS-OF-WAY. 11. ALL EMERGENCY BATTERY PACKS SHALL BE FURNISHED WITH 90-MIN MINIMUM BACK UP CAPABILITY AND PROVIDE NO LESS THAN 1/3 OF THE FULL LUMEN OUTPUT OF ANY INDIVIDUAL LAMP. LED LIT, TEST SWITCHES TO BE INTEGRAL TO FIXTURE, NOT REMOTE MOUNTED. CONTRACTOR SHALL ENSURE THAT A MINIMUM OF 1-FOOTCANDLE IS PROVIDED AT FLOOR LEVEL ALONG PATH OF EGRESS. 12. LIGHTING INSTALLED IN CORRIDORS AND STAIRWELLS SHALL BE CONTROLLED BY OCCUPANT SENSING CONTROLS THAT SEPARATELY REDUCE THE LIGHTING POWER BY AT LEAST 50% WHEN THE SPACE IS UNOCCUPIED. 13. LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS AND LUMINARIES SHALL COMPLY TO 2022 CENC, SECTION 110.9. 14. SHADED FIXTURE INDICATES EGRESS FIXTURE WITH 90 MIN. BATTERY BACKUP OR CONNECTED TO BUILDING LIGHTING INVERTER. 15. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3) 16. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC SECTION 1013.5 17. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E0.2-1 LIGHTING FIXTURE SCHEDULES GENERAL NOTES REV # DESCRIPTION DATE #005 ASI 11.27.2024 #184 RFI 05.19.2025 #024 ASI 10.10.2025 #332 RFI 12.05.2025 #370 RFI 02.02.2026 #390 RFI 03.09.2026 #390 RFI J 111 1 3 2 22 WP WP LP-17 4 #10 5 WP 37 LBM-37&39&41 3/4", 4#10 & 1#10GND 7 (1) 1"C, 4#10 & 1#10 GND (POWER) (1) 1-1/4"C, 8#14 (THWN) (CONTROLS) LABEL CONDUCTORS 1 THRU 8 6 (2) 2"C FOR CONNECTION TO PUMPS AND CONTROL SD16 11 #10 1"C, 4#8, 1#10GNDLBB-48 LBB-50,52,54 LBA-38&4038 10 I U E I H U 9 AS.O A FRAN CN 4 0 8 0 H I N S L11 AL E CR N D EN VA ,N I N G CRAE TCEIT SC S N N G R O U P 7 S 5 06 C 0718 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E1.0-1 ELECTRICAL POWER SITE PLAN 1/16" = 1'-0"1 ELECTRICAL SITE PLAN GENERAL NOTES KEY NOTES 1 PROVIDE 13" X 19" HANDHOLE TO TERMINATE NEW CONDUITS WITH PULL STRINGS FOR FUTURE EV CHARGERS. PROVIDE WITH FLUSH SOLID BOLT DOWN COVER AND MARKING PLATE "EV CHARGER INFRASTRUCTURE". 1. ALL OUTDOOR EQUIPMENT SHALL BE WEATHERPROOF (NEMA 3R) ENCLOSURE. 2. ALL OUTDOOR RECEPTACLES SHALL BE PROVIDED AS GFCI, WEATHER RESSITANT AND WITH WHILE-IN-USE COVERS. 3. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET MINIMUM 24 INCHES. 4. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 5. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 6. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC, ARTICLE 300.22(C). 7. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY 8. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS. 9. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED. COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT, J- BOXES, ETC. TO ACCESSIBLE CEILING AREA. 10. ALL DISCONNECT SWITCHES SHALL BE MOUNTED STRUCTURALLY AND INDEPENDENT OF THE EQUIPMENT THEY ARE SERVING. 11. DISCONNECT SWITCHES SHALL BE MOUNTED ON THE WALL WITHIN SIGHT OF EQUIPMENT IT SERVES. 12. REFER TO CIVIL DRAWINGS FOR UNDERGROUND UTILITIES. 2 CONTRACTOR SHALL PROVIDE 1-1/4" C TO PANEL LBB IN MAIN ELECTRICAL ROOM FOR FURTURE EV CHARGER. CONTRACTOR SHALL INSTALL PULL-STRING FOR CONDUIT RUN. CONTRACTOR SHALL INSTALL HANDHOLES AS NEEDED FOR COMPLETE ELECTRICAL INSTALLATION. COORDINATE EXACT ROUTING IN THE FIELD AND REFER TO CIVIL DRAWINGS FOR EXISTING UTILITY ON SITE. 3 CONTRACTOR SHALL PROVIDE 1-1/2" C TO PANEL LBB IN MAIN ELECTRICAL ROOM FOR FURTURE EV CHARGER. CONTRACTOR SHALL INSTALL PULL-STRING FOR CONDUIT RUN. CONTRACTOR SHALL INSTALL HANDHOLES AS NEEDED FOR COMPLETE ELECTRICAL INSTALLATION. COORDINATE EXACT ROUTING IN THE FIELD AND REFER TO CIVIL DRAWINGS FOR EXISTING UTILITY ON SITE. 4 EXISTING POWER CONNECTION SERVING EXISTING TO REMAIN IRRIGRATION CONTROLLER. 5 PROVIDE 208V 1-PHASE FOR DUPLEX PUMPS AND 120V POWER CONNECTIONS FOR CONTROLS FOR NEW STORM WATER PUMP SYSTEM ON SITE. CONTRACTOR SHALL PROVIDE PUMP CONTROLLER WITH INTEGRAL DISCONNECT AND OVERCURRENT PROTECTION DEVICES FOR EACH DUPLEX PUMP. COORDINATE EXACT LOCATION OF NEW PUMP CONTROLLER IN THE FIELD PRIOR TO INSTALLATION. 6 PROVIDE PRECAST 13"X19" JUNCTION BOX, REFER TO SHEET E6.0-4/06 WITH REINFORCED STEEL PLATE TRAFFIC BOLT DOWN COVER AND LABEL AS ELECTRICAL FOR CONNECTIONS TO DUPLEX STORM WATER PUMPS. COORDINATE EXACT LOCATION OF NEW JUNCTION BOX IN THE FIELD PRIOR TO INSTALLATION. 7 EXTEND CONDUITS INTO NEW STORM WATER PUMP VAULT AS SHOWN. PROVIDE WATERTIGHT MECHANICAL WALL SEALS (LINK-SEAL® OR APPROVED EQUAL) AT ALL CONDUIT PENETRATIONS. SEAL ALL RACEWAYS ENTERING THE VAULT FROM UNDERGROUND WITH LISTED SEALING FITTINGS OR COMPOUNDS TO PREVENT MOISTURE OR VAPOR MIGRATION IN ACCORDANCE WITH NEC 300.5(G) AND 300.7(A). ALL CONDUITS, FITTINGS, AND ENCLOSURES WITHIN THE VAULT SHALL BE LISTED AND RATED FOR WET LOCATIONS, CORROSION RESISTANT, AND INSTALLED WATERTIGHT. 8 NOT USED 9 NOT USED 10 PROVIDE LEGRAND OUTDOOR POWER DEDESTAL, 2-GANG DEVICE PLATE WITH HINGED COVER (XPP2G16C-XX, FINISH TO BE DETERMINDED BY ARCHITECT). PROVIDE WITH TWO WEATHER PROOF GFCI RECEPTACLES. COORDINATE EXACT LOCATION WITH ARCHITECT ON-SITE. 11 PROVIDE LEGRAND OUTDOOR POWER DEDESTAL, 2-GANG DEVICE PLATE WITH HINGED COVER (XPP2G16C-XX, FINISH TO BE DETERMINDED BY ARCHITECT). PROVIDE WITH (1) 14-50 RECEPTACLE AND ONE (1) 5-20 WEATHERPROOF GFCI RECEPTACLE. COORDINATE EXACT LOCATION WITH ARCHITECT ON-SITE. REV #DESCRIPTION DATE #027 ASI 08.18.2025 #009.2 ASI 09.30.2025 #009.4 ASI 11.14.2025 #009.4 ASI #009.4 ASI P P P P P P MCP FT FT FT FT FT FT J J J J J J J J J 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH +42" STAFF OFFICE 001 MECH 003 FIRE AL.RM 006 ELEVATOR-ABAN. 007 OFFICE 012 OFFICE 013 STAFF MEETING ROOM 014 OFFICE 015 ELEV. CONTROL 018 OFFICE 017 (E) ELEV. CONTROL RM. 005A +42" LBA-9,11,13&15 LBA-17,19,21&23 LBA-2,4,6&8 LBA-10,12,14&16 LBA-18,20,22&24 ALL GENDER RESTROOM 010 STAFF BREAK ROOM 004 MECH-ABAN. 008 1 4 ELECTRICAL 019 33 7 7 13 13 9 27 27 27 25 25 1 E4.0-2 STAFF OFFICE 001 LBA-1,3,5&7 ARCHIVES 002 OFFICE 016 1 1 1 1 1 LBM 2 STORAGE 005 2 E4.0-1 DB-2 MS-A TR -T1 LBL LBB LBA 004 10 6 (E) ELECTRICAL VAULT 5 7 7 7 7 7 LP 8 8 8 8 8 8 8 8 2 9 (E) ELEVATOR HYDRAULIC PUMP 7 13 FIRE AL.RM 006 LBA- 10 10 10 10 (E) FA LBA- 4 9 LBA- 710 LBA-31 LBA-25,27&29 2 2 INV-1 LBA- 2 LBB-9&11&13 LBB-21&23 LBB-17&19 23 25 +42" +42" 1012 LBB-8&10&12 LBB-14&16 16 14 DW +18" 4 6 LBB-2&4&6 2 12 20 20 18 18 LBB-18&20 LBB-24 LBB-26 LBB-1&3&5 13 5 555 3 3 1111 44 46 44 44 15 STORAGE 023 LBA-42 16 17 17 LBB-21 11 LBB-27 17 19 JANITOR 022 ALL GENDER RESTROOM 011 9 +42" 11 11 11 8 RF. +42" +42" +18" +18" 2 25 34 31 32 LBA-32,34&36 29 36 LBB-29 2 18 LBB-18 LBA-35 LBA-39 29 27 35 35 35 35 18 LBB-22 LBB- 7 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E2.4-1 ELECTRICAL REMODEL BASEMENT POWER PLAN 1/8" = 1'-0"1 ELECTRICAL NEW POWER PLAN BASEMENT 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET MINIMUM 24 INCHES. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC, ARTICLE 300.22(C). 5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY 6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF ADJACENT WALL. 7. COORDINATE RECEPTACLE LOCATIONS WITH DATA OUTLET LOCATIONS AND GANG DEVICES IN BOXES AND COVER PLATES. 8. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: 7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS. 7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. 7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 9. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS. 10. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED. COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT, J-BOXES, ETC. TO ACCESSIBLE CEILING AREA. 11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON- BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 12. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH MECHANICAL DRAWINGS. 13. FLOOR PENETRATIONS SHALL BE FIELD LOCATED TO MISS STRUCTURAL FLOOR FRAMING/REINFORCING BELOW, OTHERWISE, SITE SPECIFIC DETAILS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL SCAN ALL LOCATIONS PRIOR TO CORING. 14. CONTRACTOR SHALL PROVIDE PERMANENT MACHINE TYPE LABELS ON ALL ELECTRICAL EQUIPMENT, RECEPTACLES AND SWITCHES. 15. ALL RECEPTACLES AND SWITCHES SHALL BE PROVIDED WITH DECORA PLATES. 16. CONTRACTOR TO PROVIDE PERMANENT TYPED LABELS ON ALL EXISTING VAV BOXES DISCONNECT SWITCHES. CONTRACTOR TO REFER TO MECHANICAL DRAWING FOR NUMBER OF VAV BOXES AND LOCATIONS. 17. ALL LOW VOLTAGE DEVICES ARE SHOWN FOR REFERENCE ONLY. 18. ALL RECEPTACLES SHALL BE PROVIDED AS TAMPER RESISTANT RECEPTACLES. 3 SAW-CUT EXISTING SLAB TO ALLOW FOR INSTALLATION OF NEW CONDUIT. WIRE SIZE PER HOMERUN AND ADDITIONAL NOTES. 2 REFER TO TELECOM/AUDIOVISUAL DRAWINGS FOR FLOOR BOX MAKE AND MODEL. FLOOR BOX PROVIDED BY TELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS. 1 CONTRACTOR TO PROVIDE WALL FURNITURE BOX. INSTALL FLEX CONDUIT AS NEED TO CONNECT TO FURNITURE SYSTEM. PROVIDE 3/4''C., 4#10 + 2#10(N), 1#10 EQUIPMENT GROUND FOR ALL FURNITURE FEED CONNECTIONS. TIE EQUIPMENT GROUND AND ISOLATED GROUND CONNECTIONS INTO SINGLE POINT ON FURNITURE FEED WHIP. PROVIDE HANDLE-TIE ON CIRCUIT BREAKERS AS NEEDED. COORDINATE EXACT SIZE AND LOCATION IN THE FEILD WITH THE OWNER'S REPRESENTATIVE. GENERAL NOTES KEY NOTES 4 PROVIDE GFCI RECEPTACLE IN ELEVATOR PIT. 5 CONTRACTOR TO REUSE EXISITNG DISCONNECT SERVING LIGHTING INSIDE ELEVATOR CAB. PROVIDE NEW POWER CONNECTION TO EXISTING DISCONNECT SWITCH. 6 CONTRACTOR TO PROVIDE NEW DISCONNECT SWITCH PER SINGLE LINE DIAGRAM SHEET E0.1-2 FOR EXISTING ELEVATOR. 7 THE LAST CIRCUIT IN THE FURNITURE FEED SHALL BE CONTROLLED BY OCCUPANY SENSOR TO COMPLY WITH THE TITLE 24 CONTROLLED RECEPTACLE CODE REQUIREDMENT, §130.5(d). 8 PROVIDE RECEPTACLE AND CONDUIT SURFACE MOUNTED. CONTRACTOR SHALL INSTALL CONDUIT IN BASEMENT (LEVEL BELOW) AND ROUTE CONDUIT SURFACE MOUNTED UP TO NEW SURFACE MOUNTED RECEPTACLE. 9 PROVIDE POWER CONNECTION TO TWO-WAY COMMUNICATION SYSTEM. REFER TO SHEET TN-7.0-3 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 10 EXISTING FIRE ALARM PANEL TO BE REUSED. CONTRACTOR SHALL DESIGN-BUILD A COMPLIANT FIRE ALARM SYSTEM PER SPECIFICATIONS SECTION 28 3100. 11 PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE FAUCET AND SOAP DISPENSER. PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE HAND DRYER MOTOR. ELECTRICAL BOXES NEED TO BE VERTICALLY, FLUSH MOUNTED TO BACKING MATERIAL, TO ALLOW PLUMBING AND COMPONENT CLEARANCE. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. 12 PROVIDE SWITCH ABOVE COUNTER AND CONNECT TO RECEPTACLE TO SERVE GARBAGE DISCPOSAL. COORDINATE EXACT REQUIREMENTS AND LOCATIONS IN THE FIELD. 13 REFER TO TELECOM/AUDIOVISUAL DRAWINGS SHEET TA9.1-2 FOR TV WALL MOUNT BOX FOR MAKE AND MODEL. WALL BOX PROVIDED BY TELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS. 14 PROVIDE POWER CONNECTION TO DRINKNG FOUNTAIN. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. 15 DEDICATED QUAD RECEPTACLE FOR POWER CONNECTION TO AV RACK. COORDINATE EXACT LOCATION IN THE FIELD. 16 CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWER CONNECTION TO SMOKE CURTAIN. PROVIDE FIRE ALARM CONNECTION AND COORDINATE WITH FIRE ALARM DESIGN-BUILD CONTRACTOR. COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD. 17 CONNECT TO UNDERCABINET LIGHTING AS SHOWN ON E3.0-1. REV # DESCRIPTION DATE #008 ASI 04.11.2025 #020 ASI 03.21.2025 #164 RFI 05.02.2025 #184 RFI 05.19.2025 #009 ASI 06.04.2025 #342 RFI 12.17.2025 #353 RFI 02.11.2026 #036 ASI 01.26.2021 18 REPLACE EXISTING RECEPTACLE WITH GFCI RECEPTACLE. #353 RFI #353 RFI #353 RFI 2T 2T FT FT J J J J J J ELECTRICAL J J J J J J J 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH STUDY 202 VESTIBULE SEATING 200A HISTORY 222 STAFF RESTROOM 2T3 ALL GENDER RESTROOM 2T2 YOUNG ADULT 211 MAKER STORAGE 216 STUDY 201 +42" +60" +42" +42" +42" YA STUDY BOOTH 211A 54'' 5 5 3 +42"+42" STAFF MEETING ROOM 221 OFFICE 223 STAFF OFFICE 224 OFFICE 226 OFFICE 225 1 L2M L2AL2L JAN.RM 217 2 2 2 1 1 1 1 3 (E) SMR ON RAILING DOWN TO BELOW L2A-16,18,&206 ELEC. RM. 218 INV-2 DDC 3 VIDEO EDITING BOOTH 213 STUDY 220 ALL GENDER RESTROOM 2T1 STORAGE 200B 1 1 L2L-40,42 5 46 46 42 2 42 42 44 44 #10 L2A-1&3 5 5 7 7 7 L2A-5&7 3 1 L2A-9&11&13 #10 9 9 9 11 11 11 13 13 13 13 1 #10 #10 #10 #10 L2A-15&17 15 15 15 17 5 L2A-33 33 33 33 33 L2A-25,27 L2A-61 &63 L2A-35 5 35 35 35 35 31 L2A-31 33 L2A-19&21 31 31 31 4 L2A-39&41 39 41 37 37 37 L2A-37 10 2 2 2 L2A-2 2 2 4 4 4 L2A-4 L2A-53 7 2 1 22 L2A-32 32 32 32 32 5 6 8 8 L2A-6&8&10 3 10 2 10 10 MAKER SPACE 212 18 18 18 20 18 20 22 22 22 20 L2A-18&20&22 VIDEO RECORDING BOOTH 214 24&26 24 L2A-24&26 L2A-28&30 28&30 28 3D PRINTER L2A-12& 14&16 12 12 14 16 2 2 44 L2A-48,50 9 L2A-38&40 38 38 40 38 L2A-34&36 8 46 46 L2A-42&44&46 11 28&30 24&26 L2A-72 12 12 7 17 17 235 2 L2A-55 555555 2 2 41 41 28&30 24&26 46 L2A-234 L2A-29 4 4 L2A-59 4 4 12 40 8 44 13 13 L2A-52 13 L2A-52 13 L2A-52 2 2 <unnamed> L2A-54 L2A-54 13 13 13 13 13 13 13 13 L2A-56 14 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E2.4-3 ELECTRICAL REMODEL SECOND FLOOR POWER PLAN 1/8" = 1'-0"1 ELECTRICAL NEW POWER PLAN - SECOND FLOOR 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET MINIMUM 24 INCHES. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC, ARTICLE 300.22(C). 5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY 6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF ADJACENT WALL. 7. COORDINATE RECEPTACLE LOCATIONS WITH DATA OUTLET LOCATIONS AND GANG DEVICES IN BOXES AND COVER PLATES. 8. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: 7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS. 7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. 7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 9. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS. 10. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED. COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT, J-BOXES, ETC. TO ACCESSIBLE CEILING AREA. 11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON- BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 12. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH MECHANICAL DRAWINGS. 13. FLOOR PENETRATIONS SHALL BE FIELD LOCATED TO MISS STRUCTURAL FLOOR FRAMING/REINFORCING BELOW, OTHERWISE, SITE SPECIFIC DETAILS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO INSTALLATION. CONTRACTOR SHALL SCAN ALL LOCATIONS PRIOR TO CORING. 14. CONTRACTOR SHALL PROVIDE PERMANENT MACHINE TYPE LABELS ON ALL ELECTRICAL EQUIPMENT, RECEPTACLES AND SWITCHES. 15. ALL RECEPTACLES AND SWITCHES SHALL BE PROVIDED WITH DECORA PLATES. 16. CONTRACTOR TO PROVIDE PERMANENT TYPED LABELS ON ALL EXISTING VAV BOXES DISCONNECT SWITCHES. CONTRACTOR TO REFER TO MECHANICAL DRAWING FOR NUMBER OF VAV BOXES AND LOCATIONS. 17. ALL LOW VOLTAGE DEVICES ARE SHOWN FOR REFERENCE ONLY. 18. ALL RECEPTACLES SHALL BE PROVIDED AS TAMPER RESISTANT RECEPTACLES. 4 PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE FAUCET AND SOAP DISPENSER. PROVIDE RECEPTACLE AND 120V POWER CONNECTION TO SERVE HAND DRYER MOTOR. ELECTRICAL BOXES NEED TO BE VERTICALLY, FLUSH MOUNTED TO BACKING MATERIAL, TO ALLOW PLUMBING AND COMPONENT CLEARANCE. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. 3 PROVIDE POWER CONNECTION TO DRINKNG FOUNTAIN. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. 2 CONTRACTOR TO PROVIDE POKE-THRU BOX, SIMILAR TO TYPE "FP4" SPECIFIED AND PROVIDED BY TELECOM/AUDIOVISUAL CONTRACTOR, SEE SHEET TN9.0-7. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS. 1 REFER TO TELECOM DRAWINGS FOR 2 HOUR FIRE RATED POKE-THRU BOX MODEL. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AS SHOWN ON THE DRAWINGS. GENERAL NOTES KEY NOTES 5 REFER TO TELECOM/AUDIOVISUAL DRAWINGS SHEET TA9.1-2 FOR TV WALL MOUNT BOX FOR MAKE AND MODEL. WALL BOX PROVIDED BY TELECOM OR AUDIOVISUAL CONTRACTOR, COORDINATE IN THE FIELD. CONTRACTOR TO PROVIDE RECEPTACLE CONFIGURATION AND CIRCUITING AS SHOWN ON THE DRAWINGS. 6 CONTRACTOR TO INTERCEPT EXISTING CIRCUITS SERVING EXISTING TO REMAIN SURFACE MOUNTED RACEWAY LOCATED ON RAILING. CONTRACTOR SHALL PROVIDE THREE (3) CIRCUITS TO EXISTING RACEWAY AND RECIRCUIT AND LABEL RECEPTACLES AS NEEDED, FOR A COMPLETE INSTALLATION FOR EXISTING TO REMAIN RACEWAY/RECEPTACLE. 7 CONTRACTOR TO INTERCEPT EXISTING CIRCUITS SERVING EXISTING TO REMAIN RECEPTACLES LOCATED IN MEZZANINE LEVEL ABOVE. COORDINATE SCOPE OF WORK IN THE FIELD. 8 CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWER CONNECTION TO PROJECTION SCREEN MOTOR. COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD. 9 CONTRACTOR TO PROVIDE CEILING MOUNTED RECEPTACLE FOR PROJECTOR. COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD. 10 CONTRACTOR TO PROVIDE MOTOR RATED SWITCH AND POWER CONNECTION TO SMOKE CURTAIN. PROVIDE FIRE ALARM CONNECTION AND COORDINATE WITH FIRE ALARM DESIGN-BUILD CONTRACTOR. COORDINATE EXACT REQIREMENTS AND LOCATION IN THE FIELD. 11 CONNECT INVERTER TO PANELBOARD AND CIRCUIT NUMBER AS SHOWN AND INDICATED USING 1"C, 2#4, 1#10GND. 12 CONNECT TO UNDERCABINET LIGHTING AS SHOWN ON E3.0-3. REV # DESCRIPTION DATE #008 ASI 04.11.2025 #020 ASI 03.21.2025 #009.1 ASI 07.16.2025 #031 ASI 10.23.2025 #353 RFI 02.11.2026 #389 RFI 02.27.2026 13 PROVIDE POWER CONNECTION AND MOTOR RATED SWITCH FOR SHADE MOTOR AND PROVIDE SWITCH FOR CONTROL OF (UP/DOWN) OF NEW MOTORIZED SHADES, COORDINATE EXACT LOCATION OF DEVICES AND EXACT REQUIREMENTS IN THE FIELD WITH SHADE VENDOR. 14 PROVIDE NEW GFCI RECEPTACLE IN ELEVATOR OVERHEAD MACHINE ROOM. #389 RFI 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH EF 1-2 EF 1-1 CU IT CU ELEV CU ELECSF B1 4 33 2 1 1 F F F L2M-27,29 L2M-31,33 L2M-35,37 WPWPWPF L2M-23,25 WP M L2M-19&21 M1921WP WP L2A-54 #10 #10 #10 5 CU ELEV2 6 F #10 L2M-35,37 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E2.4-4 ROOF POWER PLAN 1/8" = 1'-0"1 ELECTRICAL ROOF PLAN 1. ALL RECEPTACLES MOUNTED ON THE ROOF SHALL BE GFCI AND WEATHER PROOF TYPE. 2. A ELECTRICAL EQUIPMENT MOUNTED OUTDOORS SHALL BE WEATHERPROOF (NEMA 3R). 3. REFER TO MECHANICAL AND PLUMBING DRAWING FOR CONTROL WIRING OF ALL HVAC EQUIPMENT PROVIDE ALL CONDUITS, WIRES AND DEVICES ACCORDINGLY. 4. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 5. ALL DISCONNECT SWITCHES SHALL BE MOUNTED STRUCTURALLY AND INDEPENDENT OF THE EQUIPMENT THEY ARE SERVING. 6. DISCONNECT SWITCHES SHALL BE MOUNTED WITHIN SIGHT OF EQUIPMENT IT SERVES. 7. CONTRACTOR TO REFER TO MECHANICAL DRAWINGS AND PROVIDE 1/2"CONDUIT, WITH PULLSTRING, TO ALL THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH MECHANICAL DRAWINGS. 8. WHEREVER POSSIBLE, RUN CONDUITS SERVING ROOF MOUNTED RECEPTACLES, DISCONNECT SWITCHES, EQUIPMENT, ETC. BELOW CEILING SPACE, WHERE AMBIENT TEMPERATURE WILL BE BELOW 30°C. FINAL CONNECTIONS TO ROOF EQUIPMENT IS LIMITED TO 5'-0" OF DIRECT SUN EXPOSURE. WHERE CONDUITS CANNOT BE ROUTED IN CEILING SPACE BELOW, PLACE CONDUITS ON DURA BLOCK SLEEPERS (48" O.C.) ALONG THE ENTIRE LENGTH OF THE CONDUIT SYSTEM INSTALLATION. 3 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 3PH, 30AS/30AF FUSED DISCONNECT TO SERVE OUTDOOR CONDENSING UNIT. PROVIDE 3/4"C, 2#10 & 1#10GND FROM OUTDOOR CONDENSING UNIT TO INDOOR ASSOCIATED FAN COIL UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. 2 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 1PH, 30AS/15AF FUSED DISCONNECT SWITCH FOR VENTILATION SUPPLY FAN. PROVIDE 3/4"C, WITH PULL STRING, FROM SUPPLY FAN TO DDC PANEL LOCATED ON SECOND FLOOR FOR TIMECLOCK CONTROLS. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. 1 PROVIDE POWER 120V, 1PH POWER CONNECTION FOR 1ST FLOOR EXHAUST FAN. EXHAUST FAN PROVIDED WITH NEMA 3R TOGGLE SWITCH. PROVIDE 3/4"C, WITH PULL STRING, FROM EXHAUST FAN TO DDC PANEL LOCATED ON SECOND FLOOR FOR TIMECLOCK CONTROLS. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. GENERAL NOTES KEY NOTES 4 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 3PH, 30AS/15AF FUSED DISCONNECT TO SERVE OUTDOOR CONDENSING UNIT. PROVIDE 3/4"C, 2#10 & 1#10GND FROM OUTDOOR CONDENSING UNIT TO INDOOR ASSOCIATED FAN COIL UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. REV # DESCRIPTION DATE #187 RFI 12.15.2025 #353 RFI 02.11.2026 5 CONTRACTOR SHALL PROVIDE 3/4"C.O. WITH PULLSTRING FOR CONNECTION BETWEEN OUTDOOR CONDENSING UNIT AND INDOOR FAN COIL UNIT. COORDINATE EXACT REQUIREMENTS IN THE FIELD. 023 6 PROVIDE NEMA 3R, WEATHERPROOF, 250V, 3PH, 30AS/25AF FUSED DISCONNECT TO SERVE OUTDOOR CONDENSING UNIT. PROVIDE 3/4"C, 2#10 & 1#10GND FROM OUTDOOR CONDENSING UNIT TO INDOOR ASSOCIATED FAN COIL UNIT. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD. #353 RFI JJ T FC -B1 -1 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH FC B3 FC B4 FC B5 FC B6 FC B7 FC B8 FC B9 FC B10 FC B2 FC B11 FC B1M LBM- 1 M LBM- 5 LBM- 7 M M LBM- 9 M LBM- 11 LBM- 13 M M M LBM- 3 M M LBM- 19 M 1 1 1 1 1 1 1 1 7 3 LBM- 2 LBM- 4 LBM- 15 LBM LBA LBB LBL LBM- 6 6 (TYP.) SE-1 SE-2 2"C.O. FOR CONTROLS3/4"C, 3#10 & 1#10GND 5 SEWER EJECTOR CONTROL PANEL 4 2 004 6 EF B-2 EF B-1 (TYP 2) LBM- 38,40,42 LBM- 10 6 FC ELEV FC ELEC LBM- 8 6 2 2 2 4 4 4 4 6 6 DDC LBM-14 3/4"C, 3#10 & 1#10GND LBM-29&31 7 7 LBM-33 6 6 LBM- 17 L2M-20,22,24 M L2M-26 8 9 HPWH-1 CP-1 006 006 VFDVFD 008 009 VFD VFD 1 #10 LBM-32,34,36 LBM-21 FC B1-1 024 2 11 6 FC ELEV2 7 LBM-10 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E2.5-1 ELECTRICAL REMODEL BASEMENT MECHANICAL POWER PLAN 1/8" = 1'-0"1 ELECTRICAL REMODEL BASEMENT POWER MECHANICAL PLAN 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET MINIMUM 24 INCHES. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. ALL DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 4. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC, ARTICLE 300.22(C). 5. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY 6. POWER AND DATA CORE AND FACEPLATES TO MATCH COLOR OF ADJACENT WALL. 7. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: 7.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS. 7.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. 7.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 8. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS.WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS. 9. NO EQUIPMENT, J-BOXES, ETC. REQUIRING ACCESS SHALL BE LOCATED IN HARD LID CEILING AREAS (UNLESS ACCESS PANEL IS PROVIDED. COORDINATE WITH ARCHITECT.) RELOCATE ANY EXISTING EQUIPMENT, J-BOXES, ETC. TO ACCESSIBLE CEILING AREA. 10. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON- BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 11. CONTRACTOR TO PROVIDE 1/2"CONDUIT WITH PULLSTRING TO ALL NEW THERMOSTAT LOCATIONS. COORDINATE SCOPE OF WORK WITH MECHANICAL DRAWINGS. 3 CONTRACTOR TO PROVIDE 120V POWER CONNECTION TO SERVE AHU UV LIGHTS. COORDINATE EXACT LOCATION OF POWER FEED IN FIELD. 2 CONTRACTOR TO PROVIDE 120V POWER CONNECTION TO SERVE LIGHTING AND RECEPTACLES INSIDE AHU. COORDINATE EXACT LOCATION OF NEW POWER FEED IN THE FIELD. 1 CONTRACTOR TO PROVIDE POWER CONNECTION AND MOTOR RATED SWITCH FOR FAN COIL UNIT. COORDINATE EXACT LOCATION OF SWITCH IN THE FIELD AND WITH MECHANICAL DRAWING M2.1-1 GENERAL NOTES KEY NOTES 4 PROVIDE PANELS WITH OVERCURRENT PROTECTION DEVICES FOR NEW PUMPS. PROVIDE CONTROL PANEL AND EXISTING CONTROLS ARE EXISTING TO REMAIN.ALARM IS SIREN WITH STROBING LIGHT ON THE PANEL. 5 PROVIDE 250V, 30AS/10AF, 3-PHASE, 3-WIRE & GND FUSED DISCONNECT SWITCH TO SERVE SUMP PUMP. LOCATE WITHIN SIGHT OF PUMP. 6 CONTRACTOR TO PROVIDE 120V POWER CONNECTION AND GFCI RECEPTACLE TO SERVE FAN COIL UNIT CONDENSATE PUMP. COORDINATE EXACT LOCATION OF NEW RECEPTACLE IN THE FIELD. 7 POWER TO FAN COIL UNIT FROM OUTSIDE, ROOF MOUNTED, CONDENSING UNIT. CONTRACTOR TO PROVIDE 3/4"C AND CONNECTION TO ROOF MOUNTED CONDENSING UNIT. COORDINATE SCOPE OF WORK WITH SHEET E2.4-4. 8 CONTRACTOR TO PROVIDE 30AS/30AF, 250V, 3-PHASE & GROUND DISCONNECT SWITCH TO SERVE WATER HEATER. 9 CONTRACTOR TO PROVIDE 120V POWER CONNECTION AND MOTOR RATED SWITCH TO SERVE NEW CIRCULATION PUMP. COORDINATE SCOPE OF WORK IN THE FIELD AND WITH PLUMBING DETAILS ON SHEET P2.5-1. 10 CONTRACTOR TO PROVIDE 120V POWER CONNECTION AND MOTORATED SWITCH FOR VAV CONTROLS. EXTEND CIRCUITING TO ALL LOCATIONS IN THE FIELD AND COORDINATE WITH MECHANICAL DRAWINGS, USING 3/4"C, 2/12 & 1#12GND. REV # DESCRIPTION DATE #020 ASI 03.21.2025 #177 RFI 05.21.2025 #353 RFI 02.11.2026 #381 RFI 02.03.2026 #035 ASI 02.05.2026 11 CONTRACTOR SHALL PROVIDE 3/4"C.O. WITH PULLSTRING FOR CONNECTION BETWEEN OUTDOOR CONDENSING UNIT AND INDOOR FAN COIL UNIT. COORDINATE EXACT REQUIREMENTS IN THE FIELD. #353 RFI FEC FE C OS J D D D D OSOS OS OS OS OS OS OS D OS OS OS OS OS OS OS OS D OS OS O S OS OSOS OS OS OS OS OS OSOS OS OS OS J OS OS OS OS J J OS OS OS J J J OS J 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH GREAT READING ROOM 101 FAMILY ZONE 121 MECH. 113 ALL GENDER RESTROOM 114 ALL GENDER RESTROOM 115 NURSING/SENSORY 116 JAN. RM 112 MEN RR 110 WOMEN RR 111 FIREPLACE ROOM 122 STORAGE 108 BOOKSTORE 109 SORTING 123 STAFF MEN RESTROOM 105 BOOKMOBILE ROOM 103 OFFICE 103A TODDLERS AND INFANTS 120 MEETING/COMMUNITY ROOM 102 VESTIBULE 107 X X X X X X X X STAFF-WOMEN RESTROOM 104 B1B1 A1 A1 A1 A1 B4 B4 B4B4B4B4 STORAGE 124 1(TYP) 6(TYP) I.T. 106 B1 B1 B1 B1 A1 A1 B3 B3 B3 B3 B3 B3 B3 B3 B1 B3 B3 B3 B3 B3 B3 B3B3 5 B1 B1 VESTIBULE 100 H1 B1 B1 B1 B1B1B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1B1 B1B1 X H1 H2 B1 B1 B1 B1 B1 B1 B1B1 B1 B1 B1 B1 B1B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 C1A B1 B1 B1 B1 B1 B1 B1 B1 C1 C1 H1H1 H1 H1 H1 C1 C1 B1 B1B1 B1 B1 C1 B1 G1 G1 G1 C1 B1 B1 B1 B1 B3 B3 B1 B1 a,b 11R6 11R6 EM EM EM R5 3R5 3R5 3R5 11R6 EM EM 3b 9a 9a 9a aA19aA19a A1 9a A1 3a EM A1 3a EM A1 3a EM A1 3a EM A1 3a EM A1 3a EM A1 3a EM A1 3b EM A1 3b EM A1 9a A1 9aA19a 9a A1 9a A1 A1A1 B1 A1 3a EM A1 3a EM A1 9a A1 9a a A1A1 A1 A1 A1 A1 A1 A1 9a 9a 9a b 3b a,b b b a B1 9a EM EM 9R3 9R3 3R3 3R3 EM R3 9R3 3R3 EM 3R3 9R3 EM 3R3 R3 EM EM EM EM R2 R3 L1L-9 VIA LCP-1-R2 9R2 9R29R2 9R2 9R3 3R23R2 3R23R2 a EM a EM EMa a 5a 5a a 5a 5a 5a a 3a3a 3a 3a 3a EM EM EM 3a L1L-5 9R4 9R4 R4 a a,b,c 11a 11a 11a 11a11a 11b 11b11b 11b 11b 11b a,b,c a,b a,b 11c 11c INV-2-3 a,b,c 8 8 8 8 8 c c a,b 8 2 a a a9a a 4 EM 3a 7a 5 a,b,c 3a 3a 3a 3a3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 3a 11 1 4 (TYP) a,b,c 1b & 1c 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a a,b,c 28FT 28FT 28FT 1b & 1c EM L1L-1 2b & 2c INV-2 a,b,c a2 3d 3d 3d 3d 3d 3d 3d 3d 3d 3d 3d 3d 3d 3d 3d d,e,f d,e,f EM EMEM EM a a 2a 2a 2a 2a a EM B1 B1 B1 EM EM 2a 2a 2a 2 2 2 EM EM 5a a3R3 5aa 3R3 5a a EM 12FT 12FT 2e & 2f 3e & 3f INV-2 EM3a & 3c 3b & 3c 2b & 2c INV-2 L1L-3 R4 L1L-9 VIA LCP-1-R3 L1L-9 11a 11a 11a 11a 11a 11a aaaa L1L-11 L1L-11 VIA LCP-1-R6 L1L-11 VIA LCP-1-R5 11a 2 R3 B3INV-1-6 VIA ELCP R2 2 2 INV-2-3 VIA ELCP-1-R3 INV-2-3 VIA ELCP-1-R2 d,e,f a,b,c a 2 TO FIXTURE IN BASEMENT. REFER TO SHEET E3.0-1 LOCATED ON LEVEL 1 COORDINATE EXACT LOCATION IN THE FIELD 2 L1L a TO FIXTURE IN BASEMENT. REFER TO SHEET E3.0-1 a 7a 7 a 3a L1L-7 VIA LCP-1-R1 L1L-29 LCP-1 ELCP-1 INV-2-1 VIA ELCP-1-R1 G1 G1 G1 EM INV-2-3 VIA ELCP-1-R4 3 LBL-15 VIA LCP R6 10 B211cB2B211c 11c X X 4 4 X 4 X 4 X X 4 X 4 4 X 4 (TYP.) C1 C1 9R4 9R4 B3 B3 B3 B3 11a L1A 12 11 11 11 12 11 11 11 11 11 12 12 11 12 11 11 12 EX EX EX EX EM EM EM 7a 7a 1a 1a 1a TP1 EM EM EM 1a 1a 1a7a7a7aEXEXEXEXEXEXEX 3a FIREPLACE ROOM 122 3 3 1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL LIGHTING CONTROL DEVICES. ALL WALL MOUNTED DEVICES SHALL BE VERIFIED WITH ARCHITECT PRIOR TO ROUGH-IN. 2. CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION WITH ARCHITECTURAL PLAN AND PROVIDE LIGHTING FIXTURES WILL ALL NECESSARY MOUNTING HARDWARE. 3. CONTRACTOR TO REFER TO DRAWING E0.02 FOR FIXTURE SCHEDULE. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHTING FIXTURES WITH REQUIRED STRUCTURAL SUPPORTS. 5. REFER TO ARCHITECTURAL PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. REFER TO DRAWING E3.03 FOR LIGHTING CONTROL DIAGRAMS AND DETAILS. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LOW VOLTAGE WIRING AND COMPONENTS TO PROVIDE A COMPLIANT AND FULLY WORKING LIGHTING CONTROL SYSTEM. CONTROLS DIAGRAMS AND DRAWINGS ARE FOR REFERENCE ONLY AND NOT PRICING AND SHALL NOT BE USE FOR CONTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE TITLE 24 COMPLIANT LIGHTING CONTROL SUBMITTAL FOR REVIEW AND APPROVAL. 7. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 8. SWITCH CORE AND FACEPLATES TO MATCH COLOR OF ADJACENT WALL. 9. CONTRACTOR TO PROVIDE JUNCTION BOXES AS NEEDED FOR A COMPLETE LIGHTING INSTALLATION. THESE ARE NOT SHOWN FOR CLARITY OF DRAWINGS. NO JUNCTION BOXES SHALL BE INSTALLED IN HARD-LID CEILINGS. 10. CONTRACTOR TO PROVIDE CONSTANT HOT CIRCUIT TO ALL EXIT SIGNS AND LIGHT FIXTURES PROVIDED WITH 90 MINUTE BATTERY BACKUP FOR EGRESS. 11. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 12. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC, ARTICLE 300.22(C). 13. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY. 14. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: 14.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS 14.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. 14.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 15. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS. WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS. 16. CONTRACTOR SHALL VERIFY WITH LIGHTING CONTROLS MANUFACTURER THE TYPE QUANTITY AND BEST PLACEMENT OF OCCUPANT AND/OR PHOTOCELL SENSORS AS SHOWN ON FLOOR PLAN. PER TITLE 24, OCCUPANT SENSORS SHALL BE MOUNTED AT LEAST 4FT AWAY FROM AIR SUPPLY REGISTER. 17. CONTRACTOR SHALL PROVIDE STARTUP AND COMMISSIONING SERVICES FROM LIGHTING CONTROL MANUFACTURER TO SET UP, ADJUST AND PROGRAM SOFTWARE SYSTEM FOR THE LIGHTING CONTROL SYSTEM TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 18. NOT ALL JUNCTION BOXES ARE SHOWN ON DRAWINGS. CONTRACTOR SHALL PROVIDE FOR A COMPLETE LIGHTING SYSTEM. 19. PROVIDE AN UN-SWITCHED HOT CIRCUIT WIRING TO ALL EMERGENCY LIGHT FIXTURES AND EXIT SIGNS. 20. CONTRACTOR SHALL INCLUDE IN PRICING, ADDITIONAL 7 EXIT SIGNS, CONDUIT AND WIRING THAT MIGHT BE INSTALLED DURING INSPECTIONS. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E3.0-2 ELECTRICAL REMODEL FIRST FLOOR LIGHTING PLAN 1/8" = 1'-0"1 2 - ELECTRICAL RCP PLAN - FIRST FLOOR 1 CONTRACTOR SHALL PROVIDE LIGHT FIXTURE WITH TWO (2) INDIVIDUAL SWTICHLEGS TO CONTROL UPLIGHT FROM DOWNLIGHT. 2 PROVIDE LINE VOLTAGE OCCUPANCY SENSOR FOR THE AREA. 3 LIGHTING IN THIS AREA SHALL BE CONTROLLED VIA TIMECLOCK CONTROLS. OVERRIDE SWITCHES AND OCCUPANCY SENSORS SHALL ONLY WORK DURING OFF HOURS. 4 EXIT SIGNS SHALL BE CONNECTED TO INVERTER PANEL INV-2-14. EXTEND BRANCH CIRCUIT (CONDUIT AND WIRES (2#10 & 1#10 GND)) TO ALL EXIT SIGNS. 5 MANUAL OVERRIDE SWITCH FOR GREAT ROOM LIGHTING. SWITCH SHALL BE IN-ACCESSIBLE DURING NORMAL BUSINESS HOURS. GENERAL NOTES KEY NOTES 6 EXISTING EXIT SIGN LOCATION. REMOVE EXISTING EXIT SIGN AND REPLACE WITH NEW. INTERCEPT EXISTING CONDUIT AND WIRING AND EXTEND TO NEW EXIT SIGN CIRCUIT AS NOTED IN KEYNOTE 4. 7 CONTRACTOR SHALL PROVIDE PARTITION SENSOR FOR CONTROL OF LIGHTING. COORDINATE EXACT SCOPE OF WORK IN THE FIELD WITH PARTITION VENDOR AND LIGHTING CONTOLS VENDOR. 8 CONTRACTOR SHALL PROVIDE SWITCH AND OCCUPANCY SENSORS TO BE INTERLOCKED WITH PARTITION SENSOR FOR CONTROL OF LIGHTING. COORDINATE EXACT SCOPE OF WORK IN THE FIELD WITH PARTITION VENDOR AND LIGHTING CONTROLS VENDOR. 9 CONTRACTOR SHALL NEATLY STORE, PROTECT AND CLEAN EXISTING LINEAR LED LIGHTING DURING DEMOLITION. CONTRACTOR SHALL REINSTALL LINEAR LED FIXTURES, IN NEW LOCATION, AS SHOWN AND INDICATED ON THIS SHEET. 10 PROVIDE A COMLETE LIGHTING CONTROL SYSTEM INCLUDING DEMAND RESPONSE, TIMECLOCK CONTROLS, ETC. FOR COMPLIANCE WITH TITLE 24. 11 EXIT SIGN SHALL BE CEILING MOUNTED. 12 EXIT SIGN SHALL BE WALL MOUNTED. REV # DESCRIPTION DATE #005 ASI 11.27.2024 #191 RFI 05.28.2025 #192 RFI 05.28.2025 #212 RFI 07.09.2025 #281.1 RFI 10.08.2025 #024 ASI 10.10.2025 #332 RFI 12.05.2025 #359 RFI 12.30.2025 #370 RFI 02.02.2026 #390 RFI 03.09.2026 #390 RFI FE C FE C FEC D OS OS OS OS D OS OS OS OS D D J OS OS D OS OSOS D JJD D J OS OS OS D J OS D J OS J OS J OS OS DD OS OS J OS J D D D 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH YOUNG ADULT 211 STUDY 201 ? ? VESTIBULE SEATING 200A JAN.RM 217 ALL GENDER RESTROOM 2T1 ALL GENDER RESTROOM 2T2 STAFF RESTROOM 2T3 STUDY 220 STAFF MEETING ROOM 221 HISTORY 222 STAFF OFFICE 224 OFFICE 226 OFFICE 225 OFFICE 223 STUDY 202 STORAGE 200B YA STUDY BOOTH 211A MAKER STORAGE 216 A1 A1 A1 A1 A1A1 A1 A1 A1 X X X X A1 A1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 A1 A1 A1A1 A1 A1 A1 A1 A1A1 A1 A1 A1 A1 B1 B1 B1A1A1 A1 A1 B1 B1B1 A1 A1 A1 A1 A1 A1 A1A1 A1 A1 B1 B1 B1 A1 A1 B1 B1 B1 A1 A1 B1 B1 1(TYP) A1 A1 A1 c,d ab a a a a a,b,c a a a a B1 B1 B1 B1 B1B1B1 ADULT STACKS 200 EM 5 B1B1 A1 A1 A1 A1 A1 A1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1B1 B1 B1 C1 A1 B1 B1 ELEC. RM. 218 VIDEO EDITING BOOTH 213 X ER ER ER ER A1 A1 A1 A1 C1 A1 A1A1 A1 A1 A1 B1 B1 B1 B1 B1 B1 B1 B1 2a a,b 2a a,b 2a 2a a,b a,b2a 2a 2a 2a A1 c,d 7c 2c 2c 2c 2c 2c 2c 2d 2d 2dEM EM c,d 2a 2a a a c,d 2d 2d EM a,b a,b EM 7a 7a 4a 4a4a 4a 4a 4a 4aEM 7a 4b 4b 4b 4b 4b 4b 4b 4b 4b 4b 4b L2L-2&4 a,b 7a EM 4a 4a A1 a a 4a 7a EM a a 2 2 EM a 2 EM 6a 6a 7a B1 EM EM 7a B1 EM 7a 7aEM B1 7a 7a6a 6a EM EM 7a 7a 6a 6a INV-2-7 a 7aEM 2 6a 6a 6a a L2L-6&16 EM EM EM EM EM 6R1 6R1 6R1 6R1 6R1 7R1 7R1 7R1 7R1 7R1 6R1 L2L-6 VIA LCP-2-R1 INV-2-7 VIA ELCP-2-R1 EM 7a C1 EM 8a C1 6a 2 8a 8a A1 A1 A1 L2L-38 C1 C1EM EM 8a 8a C1 EM 8a EM EM EM 8a 8a 8a 8a a INV-2-8 a,b 8b 8a 8a 8a 8a8a 8a 8a8a 8a 8a EM EM 8a 8a 8a8a 8a8a a a22 L2L-8 10b 10b 10b 10b 10b 10b 10b 10b 10b 10a EM 10a 10a10a 10a 10a 10a 10a 10a 10a 8a 8a EM 8a EM 8a EM8a EM 10a a,b,c a,b,c a,b,c 10c 10c 10c a,b,c L2L-10 EM 6 6 6 6 INV-2-9 VIA ELCP-2-R2 INV-2-12 VIA ELCP-2-R2 INV-2-10 VIA ELCP-2-R3 INV-2-11 VIA ELCP-2-R4 MAKER SPACE 212 B1 INV-2-7 VIA ELCP-2-R1 EM a,b L2L INV-2 LCP-1 L2L-29 ELCP-2 7 J2 J2 J1 J1 J1 7 X 4 (TYP.) X 4 4 X X 4 4 C1 16 9 9 8 9 9 9 8 XF 109 XF 10 9 3 7R 1 6R 1 ER 6 C1 L2L-18 1. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND ELEVATION OF ALL LIGHTING FIXTURES AND ALL LIGHTING CONTROL DEVICES. ALL WALL MOUNTED DEVICES SHALL BE VERIFIED WITH ARCHITECT PRIOR TO ROUGH-IN. 2. CONTRACTOR SHALL VERIFY CEILING CONSTRUCTION WITH ARCHITECTURAL PLAN AND PROVIDE LIGHTING FIXTURES WILL ALL NECESSARY MOUNTING HARDWARE. 3. CONTRACTOR TO REFER TO DRAWING E0.02 FOR FIXTURE SCHEDULE. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING LIGHTING FIXTURES WITH REQUIRED STRUCTURAL SUPPORTS. 5. REFER TO ARCHITECTURAL PLANS FOR EXIT SIGN CHEVRONS AND NUMBER OF FACES PER EXIT SIGN. ANY DISCREPANCIES BETWEEN EXIT SIGNS SHOWN ON ELECTRICAL AND ARCHITECTURAL PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 6. REFER TO DRAWING E3.03 FOR LIGHTING CONTROL DIAGRAMS AND DETAILS. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LOW VOLTAGE WIRING AND COMPONENTS TO PROVIDE A COMPLIANT AND FULLY WORKING LIGHTING CONTROL SYSTEM. CONTROLS DIAGRAMS AND DRAWINGS ARE FOR REFERENCE ONLY AND NOT PRICING AND SHALL NOT BE USE FOR CONTRUCTION. CONTRACTOR SHALL PROVIDE COMPLETE TITLE 24 COMPLIANT LIGHTING CONTROL SUBMITTAL FOR REVIEW AND APPROVAL. 7. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 8. SWITCH CORE AND FACEPLATES TO MATCH COLOR OF ADJACENT WALL. 9. CONTRACTOR TO PROVIDE JUNCTION BOXES AS NEEDED FOR A COMPLETE LIGHTING INSTALLATION. THESE ARE NOT SHOWN FOR CLARITY OF DRAWINGS. NO JUNCTION BOXES SHALL BE INSTALLED IN HARD-LID CEILINGS. 10. CONTRACTOR TO PROVIDE CONSTANT HOT CIRCUIT TO ALL EXIT SIGNS AND LIGHT FIXTURES PROVIDED WITH 90 MINUTE BATTERY BACKUP FOR EGRESS. 11. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 12. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO CEC, ARTICLE 300.22(C). 13. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY. 14. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING: 14.1 ALL BRANCH CIRCUITS SHALL BE IN EMT CONDUITS 14.2 ALL BRANCH CIRCUITS SHALL BE ROUTED, NEATLY AND IN PARALLEL TO STRUCTURES OR DUCT WORK. 14.3 VISUALLY OBJECTIONABLE BRANCH CIRCUITS SHALL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 15. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT, EXCEPT WHERE OTHERWISE NOTED. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS. WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY CEC ARTICLE 310 REQUIREMENTS. 16. CONTRACTOR SHALL VERIFY WITH LIGHTING CONTROLS MANUFACTURER THE TYPE QUANTITY AND BEST PLACEMENT OF OCCUPANT AND/OR PHOTOCELL SENSORS AS SHOWN ON FLOOR PLAN. PER TITLE 24, OCCUPANT SENSORS SHALL BE MOUNTED AT LEAST 4FT AWAY FROM AIR SUPPLY REGISTER. 17. CONTRACTOR SHALL PROVIDE STARTUP AND COMMISSIONING SERVICES FROM LIGHTING CONTROL MANUFACTURER TO SET UP, ADJUST AND PROGRAM SOFTWARE SYSTEM FOR THE LIGHTING CONTROL SYSTEM TO PROVIDE A COMPLETE AND OPERABLE SYSTEM. 18. NOT ALL JUNCTION BOXES ARE SHOWN ON DRAWINGS. CONTRACTOR SHALL PROVIDE FOR A COMPLETE LIGHTING SYSTEM. 19. PROVIDE AN UN-SWITCHED HOT CIRCUIT WIRING TO ALL EMERGENCY LIGHT FIXTURES AND EXIT SIGNS. 20. CONTRACTOR SHALL INCLUDE IN PRICING, ADDITIONAL 7 EXIT SIGNS, CONDUIT AND WIRING THAT MIGHT BE INSTALLED DURING INSPECTIONS. I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 E3.0-3 ELECTRICAL REMODEL SECOND FLOOR LIGHTING PLAN 1/8" = 1'-0"1 2 - ELECTRICAL RCP PLAN - SECOND FLOOR 1 LIGHTING IN THIS AREA SHALL BE CONTROLLED VIA TIMECLOCK CONTROLS. OVERRIDE SWITCHES AND OCCUPANCY SENSORS SHALL ONLY WORK DURING OFF HOURS. 2 PROVIDE LINE VOLTAGE OCCUPANCY SENSOR FOR THE AREA. GENERAL NOTES KEY NOTES 3 MANUAL OVERRIDE SWITCH FOR VESTIBULE LIGHTING SWITCH SHALL BE IN-ACCESSIBLE DURING NORMAL BUSINESS HOURS. 6 EXISTING ROWS OF LED LIGHTING IN HIGH CEILINGS TO REMAIN. CONTRACTOR SHALL RECONNECT EXISTING LIGHTING CIRCUITS AND ROUTE THROUGH NEW LIGHTING CONTROL PANEL. LIGHTING INVERTER AND PANELBOARD AS SHOWN AND INDICATED ON THE DRAWINGS. INTERCEPT OF EXISTING CONDUITS AND CIRCUITS SHALL OCCUR IN THE ATTIC SPACE. 4 EXIT SIGNS SHALL BE CONNECTED TO INVERTER PANEL INV-2-14. EXTEND BRANCH CIRCUIT (CO0NDUIT AND WIRES (2#12 & 1#10 GND)) TO ALL EXIT SIGNS. 5 INTERCEPT EXISTING POWER CONNECTION FOR LIGHTING SERVING ATTIC SPACE. REROUTE THROUGH NEW PANELBOARD. 7 CONTRACTOR TO PROVIDE CONNECTION FROM NEAREST RECEPTACLE AS SHOWN ON E2.4-3 FOR CONNECTION TO UNDERCABINET LIGHTING SYSTEM. PROVIDE UNDERCABINET LIGHTS, JUMPER CONNECTIONS, AND IN-WALL FEED CONNECTION FOR A COMPLETE SYSTEM. 8 EXIT SIGN SHALL BE CEILING MOUNTED. 9 EXIT SIGN SHALL BE WALL MOUNTED. 10 EXIT SIGN SHALL BE FLAG MOUNTED (ES MODEL UNDER MOUNTING). REV # DESCRIPTION DATE #005 ASI 11.27.2024 #021 RFI 03.28.2025 #212 RFI 07.09.2025 #281.1 RFI 10.08.2025 #024 ASI 10.10.2025 #353 RFI 02.11.2026 #353 RFI VENTILATION CALCULATION FIRST FLOOR ZONE # SERVICES RP PZ RA AZ VBZ EZ VOZ PROVIDED VENTILATION VAV 1-3A GREAT READING ROOM 5 4 0.12 791.0 114.9 0.8 143.7 150 VAV 1-3B GREAT READING ROOM 5 8 0.12 892.4 147.1 0.8 183.9 200 VAV 1-3C GREAT READING ROOM 5 5 0.12 502.0 85.2 0.8 106.6 110 VAV 1-3C GREAT READING ROOM 5 4 0.12 400.0 68.0 0.8 85.0 100 VAV 1-4A GREAT READING ROOM 5 3 0.12 897.0 122.6 0.8 153.3 150 VAV 1-4B GREAT READING ROOM 5 4 0.12 793.0 115.2 0.8 144.0 150 VAV 1-5 GREAT READING ROOM 5 2 0.12 632.5 85.9 0.8 107.4 110 VAV 1-6 MEETING COMMUNITY ROOM 102 5 10 0.06 396.2 73.8 0.8 92.2 100 VAV 1-7 MEETING COMMUNITY ROOM 102 5 10 0.06 448.0 76.9 0.8 96.1 100 VAV 1-16 MEETING COMMUNITY ROOM 103 5 6 0.06 274.2 46.5 0.8 58.1 80 VAV 1-17 MEETING COMMUNITY ROOM 104 5 6 0.06 302.2 48.1 0.8 60.2 80 VAV 1-18 OFFICE 5 1 0.06 132.0 12.9 0.8 16.2 80 VAV 1-14 STAFF-M, STAFF-W, BOOK MOBILE ROOM 5 3 0.06 751.6 60.1 0.8 75.1 80 VAV 1-15 BOOK MOBILE ROOM 5 5 0.06 520.0 56.2 0.8 70.3 80 VAV 1-13 SORTING 5 1 0.06 606.3 41.4 0.8 51.7 60 VENTILATION CALCULATION SECOND FLOOR ZONE # SERVICES RP PZ RA AZ VBZ EZ VOZ PROVIDED VENTILATION VAV 2-1 OFFICE 5 6 0.06 305.0 48.3 0.8 60.4 70 VAV 2-2 STAFF OFFICE 5 2 0.06 312.2 28.7 0.8 35.9 40 VAV 2-3 STAFF OFFICE 5 4 0.06 272.0 36.3 0.8 45.4 50 VAV 2-4 HISTORY 5 4 0.06 486.3 49.2 0.8 61.5 70 VAV 2-5 HISTORY 5 4 0.06 487.2 49.2 0.8 61.5 70 VAV 2-6 STUDY 5 4 0.12 345.7 61.5 0.8 76.9 80 VAV 2-8A ADULT STACKS 5 11 0.12 1102.0 187.2 0.8 234.1 250 VAV 2-8B ADULT STACKS 5 10 0.12 1055.8 176.7 0.8 220.9 250 VAV 2-8C ADULT STACKS 5 11 0.12 1155.0 193.6 0.8 242.0 250 VAV 2-11 YA STUDY BOOTH, YOUNG ADULT 5 2 0.12 630.4 85.6 0.8 107.1 110 VAV 2-12 YOUNG ADULT 5 14 0.12 680.0 151.6 0.8 189.5 200 VAV 2-13 MAKER SPACE 10 12 0.12 605.5 192.7 0.8 240.8 250 VAV 2-14 MAKER BOOTH, RECORDING BOOTH, VIDEO EDITING BOOT 5 6 0.06 284.4 47.1 0.8 58.8 70 VENTILATION CALCULATION BASEMENT FC UNIT# SERVICES RP PZ RA AZ VBZ EZ VOZ PROVIDED VENTILATION FC-B3 STAFF OFFICE 001 5 4 0.06 743.0 64.6 0.8 80.7 90 FC-B4 STAFF OFFICE 001 5 13 0.06 927.5 120.7 0.8 150.8 160 FC-B5 STAFF OFFICE 001 5 13 0.06 1033.6 127.0 0.8 158.8 160 FC-B6 STAFF OFFICE 001 5 8 0.06 1006.5 100.4 0.8 125.5 130 FC-B7 STAFF OFFICE 001 5 13 0.06 996.5 124.8 0.8 156.0 160 FC-B8 STAFF OFFICE 001 5 13 0.06 1033.1 127.0 0.8 158.7 160 FC-B9 STAFF OFFICE 001 5 5 0.06 957.0 82.4 0.8 103.0 110 FC-B10 STAFF BREAK ROOM 004 7.5 8 0.18 374.5 127.4 0.8 159.3 160 FC-B11 STAFF MEETING ROOM 020 5 10 0.06 308.0 68.5 0.8 85.6 90 FC-B1 OFFICE 013, 014, STORAGE 015 5 3 0.06 419.0 40.1 0.8 50.2 60 FC-B2 OFFICE 016, 017, 018 5 3 0.06 372.0 37.3 0.8 46.7 60 FC-B1-1 ARCHIVE 002 5 2 0.06 1063.0 73.8 0.8 92.2 100 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 M0. 2 MECHANICAL EQUIPMENT SCHEDULE VAV BOXES SCHEDULES TYPE ZONE MANUFACTURER MODEL INLET SIZE (IN) AIR FLOW CFM AIR P.D. (IN. WG.) HW REHEAT COIL OPER WT. (LBS) NOTES MAX MIN CAP (MBH) FLOW (GPM) WPD (FT.WG) ROW S VAV 1-2 TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-3A TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-3B TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-3C-1 TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-3C-2 TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-4A TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-4B TITUS DESV 14 1500 1050 0.13 47.8 2.0 0.39 2 82 VAV 1-5 TITUS DESV 16 2000 1400 0.14 64.7 3.0 0.53 2 91 VAV 1-6 TITUS DESV 8 600 240 0.07 14.6 1 0.17 2 48 VAV 1-7 TITUS DESV 12 1200 480 0.07 30.0 2.0 0.55 2 68 VAV 1-10 TITUS DESV 8 310 217 VAV 1-11 TITUS DESV 10 640 448 VAV 1-12 TITUS DESV 8 440 308 VAV 1-13 TITUS DESV 8 550 220 0.06 14.0 1.0 0.17 2 48 VAV 1-14 TITUS DESV 12 1200 480 0.07 30 2.0 0.55 2 68 VAV 1-15 TITUS DESV 10 750 300 0.05 21.0 2.0 0.47 2 57 VAV 1-16 TITUS DESV 8 400 280 VAV 1-17 TITUS DESV 10 800 320 0.06 21.7 2.0 0.47 2 57 VAV 1-18 TITUS DESV 8 400 160 0.04 11.6 1.0 0.17 2 48 VAV 2-1 TITUS DESV 10 700 280 0.05 20.1 2.0 0.47 2 57 VAV 2-2 TITUS DESV 6 300 210 VAV 2-3 TITUS DESV 8 600 240 0.07 14.6 1.0 0.17 2 48 VAV 2-4 TITUS DESV 12 1200 480 0.07 30.0 2.0 0.55 2 68 VAV 2-5 TITUS DESV 8 450 315 VAV 2-6 TITUS DESV 10 800 320 0.06 21.7 2.0 0.47 2 57 VAV 2-8 TITUS DESV 16 3000 1200 0.14 64.7 3.0 0.53 2 91 VAV 2-9 TITUS DESV 6 400 160 0.056 10.6 1.0 0.12 2 45 VAV 2-11 TITUS DESV 10 800 560 VAV 2-12 TITUS DESV 16 2000 800 0.06 50 3 0.53 2 91 VAV 2-13 TITUS DESV 12 1500 600 0.10 33.5 2.0 0.55 2 68 VAV 2-14 TITUS DESV 8 600 240 0.07 14.6 1.0 0.17 2 48 VAV 2-15 TITUS DESV 6 500 200 0.08 12 1.0 0.12 2 45 VAV 2-16 TITUS DESV 8 600 240 0.07 14.6 1.0 0.17 2 48 FAN COIL SCHEDULE TYPE TAG MANUFACTURER MODEL TYPE SERVES CFM ESP (in. wg) MOTOR TYPE COOLING CAPACITY HEATING CAPACITY ELECTRICAL WEIGHT (LBS) TOTAL (MBH) SENSIBLE (MBH) EAT (°F DB/WB)GPM EWT(°F) LWT(°F) WPD (FT) TOTAL (MBH)GPM EWT(°F) LWT(°F) WPD(FT) HP AMP V/PH/HZ FC B1 FIRST COMPANY 4*PHBC-32 CONCEALED OFFICE 013,014 AND STORAGE 015 340 0.3 ECM 10.1 6.7 80/67 2.5 40 50 9 17.7 2 180 140 5.1 1/7 1.4 115/1/60 48 FC B2 FIRST COMPANY 4*PHBC-32 CONCEALED OFFICE 016, 017, 018 300 0.3 ECM 10.1 6.7 80/67 2.5 40 50 9 17.7 2 180 140 5.1 1/7 1.4 115/1/60 48 FC B3 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 720 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B4 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 720 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B5 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 720 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B6 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 720 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B7 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 720 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B8 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 800 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B9 FIRST COMPANY 8*PHBC-32 CONCEALED STAFF OFFICE 001 800 0.3 ECM 22.8 15.6 80/67 5.5 40 50 10 38.6 3.0 180 140 4.8 1/2 4.6 115/1/60 57 FC B10 FIRST COMPANY 4*PHBC-32 CONCEALED STAFF BREAK ROOM 004 360 0.3 ECM 10.1 6.7 80/67 2.5 40 50 9 17.7 2 180 140 5.1 1/7 1.4 115/1/60 48 FC B11 FIRST COMPANY 4*PHBC-32 CONCEALED STAFF MEETING ROOM 020 320 0.3 ECM 10.1 6.7 80/67 2.5 40 50 9 17.7 2 180 140 5.1 1/7 1.4 115/1/60 48 DX SPLIT SYSTEM FANCOIL UNIT TYPE TAG MANUFACTURER MODEL COOLING CAPACITY HEATING CAPACITY SERVES TYPE EQUIP SERVED COOLING(CFM) HEATING(CF M)ELECTRICAL OPER WT. (LBS)NOTES TOTAL (MBH) TOTAL (MBH) FC ELEC SAMSUNG AR18CSDABWKNCV 18,000 20,000 ELECTRICAL ROOM 019 WALL MOUNTED CU-ELEC 533 CFM 554 POWERED BY CONDENSING UNIT 27.6 --- FC ELEV SAMSUNG AR09CSDABWKNCV 9,000 11,000 ELEVATOR CONTROL ROOM WALL MOUNTED CU-ELEV 357 CFM 392 POWERED BY CONDENSING UNIT 23.4 --- FC ELEV2 SAMSUNG AC018DNADCG 18,000 20,000 (E) ELEVATOR CONTROL ROOM WALL MOUNTED CU-ELEV2 615 CFM 554 POWERED BY CONDENSING UNIT 25.8 --- FC IT SAMSUNG AR18CSDABWKNCV 18,000 20,000 IT ROOM WALL MOUNTED CU-IT 533 CFM 554 POWERED BY CONDENSING UNIT 27.6 --- AIR-COOLED CONDENSING UNIT SCHEDULE - DUCTLESS TYPE TAG MANUFACTURER MODEL LOCATION SEER/EER HSPF VOLTAGE MAX. BREAKER MIN. CIRCUIT AMPACITY OPER WT. (LBS) REFRIGERA NT CU B1-1 CU ELEC SAMSUNG AR18CSDABWKXCV ROOF 21 /13 8.5 1 /208-230/ 60 30 21 122 R410A CU ELEV SAMSUNG AR09CSDABWKXCV ROOF 24.5/15.5 10.5 1 /208-230/ 60 20 12 71.4 R410A CU ELEV2 SAMSUNG AR09CSDABWKXCV ROOF 20.5/12.2 9.5 1 /208-230/ 60 25 22.7 117 R-32 CU IT SAMSUNG AR18CSDABWKXCV ROOF 21 /13 8.5 1 /208-230/ 60 30 21 122 R410A REV # DESCRIPTION DATE RFI-53 02.19.2025 #020 ASI 03.21.2025 #142 RFI 04.28.2025 #353 RFI 02.11.2026 #036 ASI 01.26.2021 #353 RFI #353 RFI T B-3 T B-1 T B-4 T B-8 T B-2 T B-6 T B-10 T B-11 T B-7 T B-5 TB-9 TVAV-B-1 T FC -B1 -1 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH B1 B2 B3 B4 B5 B6 B7 B8 B9 B10 B11 FC-B1-1 FC-ELEC STAFF OFFICE 001 OFFICE 012 OFFICE 013 STAFF MEETING ROOM 014 OFFICE 015 OFFICE 017 ARCHIVES 002 ELEV. CONTROL 018 ELECTRICAL 019 MECH-ABAN. 008 ELEVATOR-ABAN. 007 FIRE AL.RM 006 MECH 003 (E) ELEV. CONTROL RM. 005A STAFF BREAK ROOM 004 ALL GENDER RESTROOM 010 ? ? STAFF OFFICE 001 STAFF OFFICE 001 B1 OFFICE 016 FC-ELEV FC-ELEV2 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 M2.1-1 MECHANICAL BASEMENT ZONING PLAN 1/8" = 1'-0"1 MECHANICAL ZONING PLAN - BASEMENT GENERAL NOTES 1. ZONE TAGS - REFER TO VAV SCHEDULE REV # DESCRIPTION DATE #353 RFI 02.11.2026 #035 ASI 02.05.2026 #353 RFI T B-3 T B-1 T B-4 T B-8 T B-2 T B-6 T B-10 T B-11 T B-7 T B-5 TB-9 TVAV-B-1 T FC -B1 -1 T 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH 72"x20" 240 CD-2 240 CD-2 240 CD-2 180 CD-2 180 CD-2 180 CD-2 180 CD-2 240 CD-2 240 CD-2 180 CD-2 180 CD-2 180 CD-2 180 CD-2 240 CD-2 240 CD-2 100 CD-1 (TYP. OF 3) 100 CD-1 (TYP. OF 2) (TYP. OF 2) (TYP. OF 2) 14"ø 10"ø 10"ø 14"ø 12"ø 10"ø 8"ø 8"ø 14"ø 12"ø 10"ø 14"ø 12"ø 10"ø 10"ø 10"ø 14"ø 12"ø 10"ø 8"ø 8"ø 14"ø 12"ø 10"ø 14"ø 180 CD-2 240 CD-2 180 CD-2 180 CD-2 240 CD-2 10"ø 32"X30" OUTSIDE AIR 12"ø 10"ø 10"ø 10"ø8"ø 8"ø8"ø 8"ø 180 CD-2 FC B3 FC B4 FC B5 FC B6 FC B7 FC B8 FC B9 FC B1 140 CD-1 10"x10" 6"ø 6"ø 8"ø 8"ø 10"x8" 8"ø 10"x8" 8"ø 8"ø FC B10 FC B2 FC B11 10"x8" 8"ø 8"ø FC ELEV 7DSD7 DSD 7 DSD 7 DSD 7 DSD 7 DSD 7 DSD 1 5 DSD 7 4 3 2 EF B-2 EF B-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 6"ø 8"ø 6"ø 10"ø 8"ø 8"ø 14"ø 14"ø 8"ø 8"ø 10"ø 8"ø 180 CD-1 160 CD-1 6"ø 12"ø 8"ø 16"ø 12 9 8 12 12 12 9 12 10 8 11 13 8"ø 8"ø 8"ø8"ø 8"ø8"ø 8"ø 8"ø 180 SD-5 180 SD-5 180 SD-5 14 FC ELEC ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 8"ø ---- RG-1 6"ø 8"ø U/CU/C 15 15 6 AHU B-1 8"Ø EXHAUST DUCT CONNECTED TO WATER HEATER. 6"ø6"ø 6"x6" (TYP.) (TYP. OF 4) FC B1-1 300 SD-6 10"ø 12"x10" 12"x12" 14"x14" 10"ø 6"ø 1100 RG-2 FC ELEV2 MECH 003 ? ? OFFICE 013 STAFF MEETING ROOM 014 OFFICE 015 OFFICE 017 (E) ELEV. CONTROL RM. 005A ARCHIVES 002 FIRE AL.RM 006 ELEVATOR-ABAN. 007 MECH-ABAN. 008 STAFF OFFICE 001 STAFF BREAK ROOM 004 398 SF OFFICE 016 ALL GENDER RESTROOM 010 ELECTRICAL 019 JANITOR 022 STORAGE 023 STORAGE 005 221 SF ELEV. CONTROL 018 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 M2.4-1 MECHANICAL BASEMENT FLOOR PLAN - REMODEL 1/8" = 1'-0"1 MECHANICAL REMODEL PLAN - BASEMENT KEY NOTES 1 EXISTING 60"X36" FLOOR OPENING FOR (E) 60"X36" RETURN AIR TUNNEL. REMOVE AND DISCARD EXISTING FLOOR DAMPER AND REPLACE WITH NEW DAMPER AND AUTOMATED ACTUATOR FOR AIR BALANCING. 2 EXISTING 26"X24" FLOOR OPENING FOR (E) 26"X24" OUTSIDE AIR TUNNEL. REMOVE AND DISCARD EXISTING OUTSIDE AIR FLOOR DAMPER AND REPLACE WITH NEW DAMPER AND AUTOMATED ACTUATOR FOR AIR BALANCING. 3 EXISTING 32"X30" FLOOR OPENING FOR (E) 32"X30" OUTSIDE AIR TUNNEL. REMOVE AND DISCARD EXISTING OUTSIDE AIR FLOOR DAMPER AND REPLACE WITH NEW DAMPER AND AUTOMATED ACTUATOR FOR AIR BALANCING. 4 72"X20"(1"L) SUPPLY AIR DUCT UP TO SECOND FLOOR. 5 72"X20"(1"L) SUPPLY AIR DUCT UP TO FIRST FLOOR 6 8"X6" EXHAUST DUCT UP TO FIRST FLOOR 7 PROVIDE NEW DUCT SMOKE DETECTOR. AUTOMATIVE SHUTOFF SHALL BE ACCOMPLISHED BY INTERUPTING THE POWER SOURCE OF THE UNIT UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT. 8 OUTSIDE AIR VOLUME DAMPER SET @ 60 CFM 9 OUTSIDE AIR VOLUME DAMPER SET @ 90 CFM 10 OUTSIDE AIR VOLUME DAMPER SET @ 110 CFM 11 OUTSIDE AIR VOLUME DAMPER SET @ 130 CFM 12 OUTSIDE AIR VOLUME DAMPER SET @ 160 CFM 13 16"⌀OUTSIDE AIR DUCT UP TO THE ROOF TO SUPPLY FAN SF-1 14 SIEMENS DDC CONTROL PANEL. 15 CEILING EXHAUST FAN PROVIDED WITH BACKDRAFT DAMPER. 16 OUTSIDE AIR VOLUME DAMPER SET @ 100 CFM REV # DESCRIPTION DATE #020 ASI 03.21.2025 #187 RFI 12.15.2025 #353 RFI 02.11.2026 #036 ASI 01.26.2021 #035 ASI 02.05.2026 #353 RFI T1-5 T T 1-7 T 1-16 T1-17 T 1-18 T 1-13 T 1-12 T 1-11 T 1-10 T 1-14 T 1-5 T 1-2 T1-15 T T 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH 2000 SD-3 2000 SD-3 1500 SD-2 40"x8" 40"x8" 1000 SD-1 1000 SD-1 VAV 1-3B VAV 1-3C-1 VAV 1-3C-2 VAV 1-4A VAV 1-4B VAV 1-5 24"x10" 30 " x 1 2 " 12"x10" 350 CD-5 200 CD-3 VAV 1-13 14"ø 10"ø 50 CD-760"x12" 60"x12" 12"x10" 20"x72" 8"ø 14"ø 14"ø 14"ø 14"ø 14"ø 12"ø 12"x10" 50 CD-7 6"ø 200 CD-3 400 CD-6 400 CD-6 400 CD-6 400 CD-6 400 CD-6 400 CD-6 200 CD-3 200 CD-3 200 CD-3 8"ø 350 CD-5 350 CD-5 350 CD-5 200 CD-3 200 CD-3 10"ø 6"ø 6"ø 200 CD-3 200 CD-3 200 CD-3 VAV 1-18VAV 1-15 VAV 1-16 12"ø VAV 1-17 VAV 1-7 2000 SD-3 72"x10" 72"x10" 72"x10" 72"x10" 60"x12" VAV 1-3A 14"ø 60"x12"60"x12" VAV 1-128"x10" 8"x6" 6"ø 6"ø 110 CD-4 (TYP. OF 4) 155 CD-3 (TYP. OF 2) 24"x10" 12 " x 1 0 " 12 " x 1 0 " 8"ø (TYP.) (TYP. OF 4) (TYP. OF 4) CSFD CSFD FC IT VAV 1-2 30 " x 1 2 " 1000 SD-1 1000 SD-1 24"x10" 2 1 3 4 CSFD CSFD5 40"x6" 40"x6" 10"ø 10"ø 2000 SD-3 300 EG-1 160 CD-8 100 EG-2 6"ø 10"ø 10"ø 100 EG-2 250 EG-1 300 TG-1 300 TG-1 600 TG-2 VAV 1-11 48 " x 1 2 " 6"ø 12"ø 6 7 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1---- RG-1 ---- RG-1 ---- RG-1 ---- RG-1 8"ø VAV 1-6 8"ø 8"ø 12"ø 12"ø 72"x24" 8 9 10 8"x6" 11 200 CD-1 (TYP. OF 6) 8"ø 8"ø 8"ø10"x8" 10"x8" 10"x8" 8"ø 8"ø 8"ø 8"ø 8"ø10"x8" 230 CD-1 (TYP. OF 6) 16"x12" 20"x12" 8"ø 12"x8" 8"ø 8"ø 12"x8" 8"ø 8"ø 12"x8" 8"ø 24"x12" 30"x12" 18"x12" 24"x12" 12"x12" 210 CD-1 (TYP. OF 2) 26"x12" ---- RG-1 (TYP. OF 10) AHU 1-1 100 EG-2 (TYP. OF 2) 8"x6" 6"ø 6"ø 16"x10" 10"ø 10"ø 6"ø 100 EG-2 24"x10" 12 30"x12" 14"x12" 12"ø 10"ø 10"ø 10"ø 8"ø 10"ø 12"ø 8"ø 8"ø 10"ø 14"ø VAV 1-14 ---- RG-1 ---- RG-1 8"ø 12"ø 12"ø 10"ø8"ø 40"x8" 8"ø VAV 1-10 8"x8" 8"ø8"ø 6"ø CSFD 13 20"x72"R.A 14 40"x8"40"x8" 2000 SD-3 #402 RFI #402 RFI #402 RFI #402 RFI #402 RFI#402 RFI #402 RFI 1-3B 1-3C-1 1-3C-2 1-4A #402 RFI 1-3A #402 RFI 1-4B #402 RFI GREAT READING ROOM 101 YOUTH STACKS 117 MECH. 113 ALL GENDER RESTROOM 114 ALL GENDER RESTROOM 115 NURSING/SENSORY 116 JAN. RM 112 MEN RR 110 WOMEN RR 111 FIREPLACE ROOM 122 STORAGE 108 BOOKSTORE 109 SORTING 123 STAFF MEN RESTROOM 105 BOOKMOBILE ROOM 103 OFFICE 103A TODDLERS AND INFANTS 120 STAFF-WOMEN RESTROOM 104 FAMILY ZONE 121 MEETING/COMMUNITY ROOM 102 I.T. 106 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 M2.4-2 MECHANICAL FIRST FLOOR PLAN - REMODEL 1/8" = 1'-0"1 MECHANICAL REMODEL PLAN - FIRST FLOOR KEY NOTES 1 24"X10" EXHAUST DUCT UP TO THE SECOND FLOOR. 2 12"X10" EXHAUST DUCT UP TO THE SECOND FLOOR. 3 72"X20"(1"L) SUPPLY AIR DUCT UP TO THE SECOND FLOOR AND DOWN TO THE BASEMENT. 4 72"X20"(1"L) SUPPLY AIR DUCT DOWN TO THE BASEMENT. 5 NEW AIR HANDLING UNIT. REFER TO MECHANICAL EQUIPMENT SCHEDULES. 6 16"⌀OUTSIDE AIR DUCT UP TO THE ROOF TO SUPPLY FAN SF-1. 7 SIEMENS DDC CONTROL PANEL. 8 CONNECT NEW OUTSIDE AIR DUCT TO EXISTING AIR INTAKE WALL LOUVER. 9 8' x 2' EXISTING OUTSIDE AIR INTAKE LOUVER TO BE REPLACE WITH 8' x 2' NEW OUTSIDE AIR INTAKE LOUVER. 10 3' x 2' EXISTING OUTSIDE AIR INTAKE LOUVER TO BE REPLACE WITH 3' x 2' NEW OUTSIDE AIR INTAKE LOUVER. 11 8"X6" EXHAUST DUCT DOWN TO THE BASEMENT LEVEL 12 O.A VOLUME DAMPER SET @ 850 CFM 13 24"X24" WALL ACCESS PANEL TO ACCESS DUCT MOUNTED COMBINATION FIRE SMOKE DAMPER AT FLOOR PENETRATION. 14 COMBINATION FIRE SMOKE DAMPER TO BE INSTALLED AT FLOOR PENETRATION. REV # DESCRIPTION DATE #020 ASI 03.21.2025 #142 RFI 04.28.2025 #178 RFI 06.10.2025 #251 RFI 09.23.2025 #402 RFI 03.10.2026 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH EF 1-2 EF 1-1 CU IT CU ELEV 2 1 CU ELEC 3 4 4 SF B1 16"ø 5 55 6 444 777 CU B1-1 8 5 CU ELEV2 5 I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 M2.4-4 MECHANICAL ROOF PLAN - REMODEL 1/8" = 1'-0"1 MECHANICAL ROOF PLAN KEY NOTES 1 24"X10" EXHAUST DUCT DOWN THRU THE ROOF. 2 12"X10" EXHAUST DUCT DOWN THRU THE ROOF. 3 16"⌀OUTSIDE AIR DUCT DOWN THRU THE ROOF. 4 EXHAUST AIR TERMINATION SHALL BE NOT LESS THAN 10 FEET FROM OUTSIDE AIR INTAKE. 5 8" MINIMUM ROOF LEVEL PAD (SEE DETAIL 7 / M4.0-3) 6 8" EXHAUST AIR DUCT UP FROM SECOND FLOOR. 7 6"⌀EXHAUST DUCT DOWN THRU THE ROOF TO THE SECOND FLOOR. 8 REFRIGERANT PIPES DOWN THRU THE ROOF. REV # DESCRIPTION DATE #020 ASI 03.21.2025 #187 RFI 12.15.2025 #353 RFI 02.11.2026 #353 RFI R SM-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-2 LOCL-2 LOCL-2 LOCL-2 LOCL-2 LOCL-2 LOCL-2 LOCL-2 FOL-2 FOL-2 FOL-2 FOL-2 FOL-2 FOL-2 FOL-2 FOL-2 OPS2 SM-1 SM-1 SM-1 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2 OPS2OPS2 OPS2 OPS2 OPS2 SM-1 FOL-2FOL-2FOL-2FOL-2FOL-2 FOL-3FOL-3FOL-3FOL-3 FOL-3FOL-3FOL-3FOL-3 FOL-3 FOL-3 FOL-3FOL-3FOL-3FOL-3 FOL-3FOL-3FOL-3FOL-3 FOL-3 FOL-3 FOL-3FOL-3FOL-3FOL-3 FOL-3FOL-3FOL-3FOL-3 FOL-3 FOL-3 SM-1 SM-1 FOL-2 FOL-2 FOL-2 FOL-2 FOL-2FOL-2FOL-2FOL-2 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-3 LOCL-2 LOCL-2 LOCL-2 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-1 LOCL-2 LOCL-2 LOCL-2 LOCL-2 FE C FE C FE C DW SM - 1 S M - 1 S M - 1 SM - 1 S M - 1 SM - 1 S M - 1 SOPS SOPS SOPS SOPS SOPS SO P S S O P S SOPS SOPS SOPS SOPS SOPS SOPS SM - 2 SM - 1 SM-1 SM - 1 SM - 1 SM-1 SM - 1 FE C SM - 1 SOPS FE C 1 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 CC DD EE FF HH 1 P2.5-1 2 P2.5-1 2" W 1 1/2" CW2 1 / 2 " C W 2" W 4" W 4" F 4" F 4" F EXISTING FIRE SPRINKLER ENTRANCE 3 3 21 1 (WC) 4" W 2" W 2" W (WC) (DF) (LV)(LV) 4" W 2" W (LV) (DF)CO 3/ 4 " C D 3/ 4 " C D 1" CD 3/ 4 " C D 3/ 4 " C D 1" CD 3/4" CD 3/ 4 " C D 3/ 4 " C D 3/ 4 " C D 1" CD1" CD 1" CD 3/ 4 " C D 3/ 4 " C D 3/4" CD 3/ 4 " C D 3/4" CD CO CO CO CO FAN COIL SEE SHEET M2.4-1 4 4 4 4 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 4 4 4 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 4 4 4 4FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 FAN COIL SEE SHEET M2.4-1 4 FAN COIL SEE SHEET M2.4-1 5 2"FS-1 TP-2 2"FS-1 TP-2 5 7 2" W 3/4" CD 1/ 2 " C W WCO 2" V (E)4" W NOTE: CONTRACTOR TO CAMERA SCOPE THE EXISTING SEWER LINE AND VERIFY EXISTING SEWER PIPE ROUTINGS 4" W (E)FS 2" W co 2" W 2" W(FD) (FD) 3" S D SEE CIVIL FOR CONTINUATION 4 CO I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO. SHEET NOTES N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 ELECTRICAL-PLMUMBING-MECHANICAL 1920 MAIN STREET, SUITE 820 IRVINE, CA92614 TEL: 949.516.6480 BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 P2.4-1 PLUMBING FLOOR PLAN BASEMENT 1/8" = 1'-0"1 PLUMBING REMODEL PLAN - BASEMENT CONNECT THE NEW SANITARY SEWER TO THE EXISTING SANITARY SEWER OF EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT LOCATION, SIZE, AND INVERT ELEVATION OF THE EXISTING SANITARY SEWER PRIOR TO CONSTRUCTION. ADJUST THE NEW SANITARY SEWER AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING SANITARY SEWER SYSTEM. MAINTAIN CODE MINIMUM PIPE SLOPES. CONNECT THE NEW DOMESTIC COLD WATER LINE TO AN EXISTING COLD WATER LINE OF EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT LOCATION AND SIZE OF THE EXISTING WATER LINE PRIOR TO CONSTRUCTION. ADJUST THE NEW WATER LAYOUT AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING WATER SYSTEM. CONNECT THE NEW FIRE SPRINKLER LINE TO AN EXISTING FIRE SPRINKLER LINE LINE OF EQUAL OR GREATER SIZE. FIELD VERIFY THE EXACT LOCATION AND SIZE OF THE EXISTING FIRE SPRINKLER LINE LINE PRIOR TO CONSTRUCTION. ADJUST THE NEW FIRE SPRINKLER LAYOUT AS REQUIRED TO ALLOW FOR CONNECTION TO THE EXISTING FIRE SPRINKLER SYSTEM. PIPE PRIMARY CONDENSATE FROM EQUIPMENT TO BECKETT MODEL BK221UL HEAVY DUTY VERTICAL CONDENSATE PUMP. THE CONDENSATE SHALL BE CONNECTED TO THE EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE PIPE ROUTING INDICATED ON THE PLANS IS FOR REFERENCE ONLY. INSTALL THE PIPING AS HIGH AS POSSIBLE AND COORDINATE ROUTING WITH STRUCTURAL, MECHANICAL, ELECTRICAL, ETC. CONDENSATE SHALL NOT BE RUN OVER ELECTRICAL EQUIPMENT. CONDENSATE DRAIN TO DISCHARGE INDIRECTLY TO FLOOR SINK WITH CODE APPROVED AIR GAP PER CALIFORNIA PLUMBING CODE. 3/4"CONDENSATE DRAIN TO DISCHARGE INDIRECTLY TO LAVATORY TAILPIECE WITH CODE APPROVED AIR GAP PER CALIFORNIA PLUMBING CODE. 3/4"CONDENSATE DRAIN TO DISCHARGE INDIRECTLY TO MOP SINK WITH CODE APPROVED AIR GAP PER CALIFORNIA PLUMBING CODE. 1 2 3 4 5 6 7 REV # DESCRIPTION DATE #020 ASI 03.21.2025 096 RFI 03.27.2025 25 ASI 07.31.2025 310 RFI 12.16.2025 #353 RFI 02.11.2026 #353 RFI (4 ' - 1 0 7_8") (9'-91_ 4")(2'-33_ 4") (4 ' - 1 0 7_8") (3'-41_ 2") (1 ' - 3 3_4") (9'-107_ 8") (6 5_8") 311_ 2" 44 3_4" 96" 443_ 4" 31 1_2" 36 " 333_ 4" 351_ 2" 18"311_ 2" 44 3_4" 1513__ 16" 36"MIN REQ'D 36"MIN REQ'D 443_ 4" 31 1_2" 36 " 12" DS-1C DS-1C DS-1C DS-1C (N) (N)(N) (N)(N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) 4' -2" 4' -8" 4' -5-1/2" 5' 5' -6"5' -6" 5' -8-1/2" 10' -2-1/2" 10' -11" 6' 29 ' - 6 " 6' -8-1/2" 6' - 1 0 " 5' - 2 - 1 / 2 " 4' -2" 4' -8-1/2" 21 ' - 5 " 1' - 1 0 " 6' -6" 5' 7' - 1 1 " 5' 5' -9" 7' - 7 - 1 / 2 " 7' - 9 - 1 / 2 " 4' -8" 12' -8-1/2" 5' - 1 1 - 1 / 2 " 12' -2-1/2" 4' -5-1/2" 6' -7-1/2" 7' -2-1/2" 10' -1-1/2" 8' - 3 " 6' - 7 - 1 / 2 " 5' -7" 2' 9' - 2 - 1 / 2 " 11 ' - 7 - 1 / 2 " TR-1D FIELD CUT TOP AROUND COLUMN *5 ' 1 0 " o r s h o rt e r TR-1C WS-2WS-2 WS-2 TR-1D TR-1D TR-1G CT-1 CT-1 TR-1FC TR-1A TM-1B ST-2 TM-1C TM-1B TM-1B TR-1ETR-1E CR-6 TR-FA CR-6 TR-FA TS-1B CR-6 CR-6 CR-6 CR-5 CR-6 CR-5 CT-1 CR-6 TM-1C TR-1FB CR-5CR-5 CR-6 SS - 1 A TS-1B TM-1B SS - 1 A CT-1 SS - 1 A WS-3 TS-1A CR-8 CT-1 (modified) CT-1 CT-1 CT-1 WS-1WS-1 CL-5 B-1 CL-5 CL-3 CL-3CL-3 CL-5 CL-3 CR-8 CR-8 CR-8 CR-8 CT-1 CR-8 CR-8 CR-8 CR-8 CL-5 CT-1 TS-3 CR-8 TS-3 CR-8 CR-83' - 8 - 1 / 2 " 3' 6' -5-1/2" 5' -11" 2' -6" 2' -6" 5' -10-1/2" 2' -2" 7' -0-1/2" 3' -1" 5' -11" 3' -7-1/2" 1' -0-1/2" 4' -5-1/2" 5' -2" 5' -5" 3' -7" 6' -8" 7' -1-1/2" 4' -0" 3' -1" 3' -4" 5' -9" FM 1 Circuit- 15 AMP Required Duplex Plug In- Power & Data FM 1 Circuit- 15 AMP Required Duplex Plug In- Power & Data Duplex Core 1 Circuit- 15 AMP Required Duplex Plug In- Power Only Duplex Core 1 Circuit- 15 AMP Required Duplex Plug In- Power Only 8' 8' 8' 33'-6" 8' 8' 8' 20'-8"21'-5" 14'-2"13'-10" 13'-7" 12'-8" ELECTRICAL CY E F G C Y E F G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G C A E N G C A E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G HI T E M CY E F G C Y E F G MI S C CA E N G C A E N G C A E N G CY E F G CY E O M CY E O P CAENH CAENH CAENHCAENH HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M HI T E M MI S C CY E O P CYEGN CY E G N C Y E G N C Y E G N CY E G N CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CA E N G CYEOP CAENHCAENHCAENC HI T E M H I T E M OB O B FE C FE C FEC CYEOP CYEOP CYEOP SOPS SOPS AF I C HITEM HITEM AF I C A F I C A F I C AF I C A F I C CY E F G (4 ' - 1 0 7_8") (9'-91_ 4")(2'-33_ 4") (4 ' - 1 0 7_8") (3'-41_ 2") (1 ' - 3 3_4") (9'-107_ 8") (6 5_8") 311_ 2" 44 3_4" 96" 443_ 4" 31 1_2" 36 " 333_ 4" 351_ 2" 18"311_ 2" 44 3_4" 1513__ 16" 36"MIN REQ'D 36"MIN REQ'D 443_ 4" 31 1_2" 36 " 12" DS-1C DS-1C DS-1C DS-1C (N) (N)(N) (N)(N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) (N) 4' -2" 4' -8" 4' -5-1/2" 5' 5' -6"5' -6" 10' -2-1/2" 10' -11" 6' 29 ' - 6 " 6' -8-1/2" 6' - 1 0 " 4' -2" 4' -8-1/2" 21 ' - 5 " 1' - 1 0 " 6' -6" 5' 7' - 1 1 " 5' 5' -9" 7' - 7 - 1 / 2 " 7' - 9 - 1 / 2 " 4' -8" 12' -8-1/2" 5' - 1 1 - 1 / 2 " 12' -2-1/2" 4' -5-1/2" 6' -7-1/2" 7' -2-1/2" 10' -1-1/2" 8' - 3 " 6' - 7 - 1 / 2 " 5' -7" 9' - 2 - 1 / 2 " 11 ' - 7 - 1 / 2 " TR-1D FIELD CUT TOP *5 ' 1 0 " o r s h o rt e r TR-1C WS-2WS-2 WS-2 TR-1D TR-1D TR-1G CT-1 CT-1 TR-1FC TR-1A TM-1B ST-2 TM-1C TM-1B TM-1B TR-1ETR-1E CR-6 TR-FA CR-6 TR-FA TS-1B CR-6 CR-6 CR-6 CR-5 CR-6 CR-5 CT-1 CR-6 TM-1C TR-1FB CR-5CR-5 CR-6 SS - 1 A TS-1B TM-1BCT-1 SS - 1 A WS-3 TS-1A CR-8 CT-1 (modified) CT-1 CT-1 CT-1 WS-1WS-1 CL-5 B-1 CL-5 CL-3 CL-3CL-3 CL-5 CL-3 CR-8 CR-8 CR-8 CR-8 CT-1 CR-8 CR-8 CR-8 CR-8 CL-5 CT-1 TS-3 CR-8 TS-3 CR-8 CR-83' -8-1/2" 6' -5-1/2" 5' -11" 2' -6" 5' -10-1/2" 2' -2" 7' -0-1/2" 3' -1" 5' -11" 3' -7-1/2" 1' -0-1/2" 4' -5-1/2" 5' -2" 5' -5" 3' -7" 6' -8" 7' -1-1/2" 4' -0" 3' -1" 3' -4" 5' -9" FM 1 Circuit- 15 AMP Required Duplex Plug In- Power & Data FM Duplex Plug In- Power & Data Duplex Core 1 Circuit- 15 AMP Required Duplex Plug In- Power Only Duplex Core 1 Circuit- 15 AMP Required Duplex Plug In- Power Only 8' 8' 8' 33'-6" 8' 8' 8' 20'-8" 14'-2"13'-10" 13'-7" 12'-8" ELECTRICAL 2T 2T FT FT 12345678910 C D E F G H Adult Non-Fic Map Table Map Cabinet YA G r a p h i c N o v e l YA F i c t i o n YA Paperback HISTORY 222 YOUNG ADULT 211 STUDY 202 ALL GENDER RESTROOM 2T1 ALL GENDER RESTROOM 2T2 STAFF RESTROOM 2T3 STUDY 220 STAFF MEETING ROOM 221 ADULT STACKS 200 VESTIBULE SEATING 200A STUDY 201JAN.RM 217 STAIR 3 2S3 MAKER STORAGE 216 Dumbwaiter Maker Shelving OFFICE 226 OFFICE 223 STAFF OFFICE 224 YA STUDY BOOTH 211A Dream Box AV Closet Pr i n t e r Printer Existing maker table VIDEO RECORDING BOOTH 214 VIDEO EDITING BOOTH 213 MAKER SPACE 212 OFFICE 225 ELEC. RM. 218 STORAGE 200B Ov e r s i z e Bo o k s No n - Bo o k It e m s No n - Bo o k I t e m s Piano O.F.O.I Ar c a d e ma c h i n e s 222-BA 2D 222-BB 2D 222-DA 2D 220-BA 2D 201-AA 2D 212-DA 2D 212-DB 4D 216-EA 4D 216-DA 2D 211-DA A 1D 213-BA 2D 211-CA 2D 211-CB 2D 225-CA 4D 226-CA 4D 202-CB A 1D 201-BB A 1D 201-BA N 2D 211A-BA A 1D 224-CA 2D 224-AA 2D 224-AB 2D 221-CA A 1D 212-DC A 1D 212-BA 2D 202-CA 2D 214-AA 2D 211A-BB N 2D 221-CB N 2D TKN2012 213-DA 2D TKN0019 TKN0019 200-EA FP4 2D 222-EB FP6 4D 222-EA FP4 2D 212-EA FP6 2D 224-DA N 2D 212-CA 2D 212-CB 2D 211-DB 6D 216-EB FP6 2D ASI 009.1 211-DB 6D 211-EA FP6 2D ASI 009.1 224-CB 2D ASI 009.1 223-DA 4D ASI 009.1 211-FA FP6 2D 211-FB FP6 2D 211-FC FP6 4D ASI 009.1 216-FA FP6 4D 216-FB FP6 4D RFI 389 222-AA 2D ST 09-30-2025 O ARCHITECT FOFCALE REN. AT ARN NO. SE LICNE C-27893 D T EC HIT ARC DAVID SCHNEE I U E I H U 9 AS.O A FRANCN 4 0 8 0 H I N S L11 AL E CR NDEN VA ,N I N G CRAE TCEI T SC S N N G R O U P 7 S 5 06 C 07 18 2 P R A O 90 A EU C + ER 4 SHEET TITLE AND NO.N ISSUE DATE PROJECT: CA REG. Project Arch.---- ---- BID SET FINAL PERMIT/CONFORM SET 04/30/2024 08/02/2024 22575-01 26 CIVIC CENTER PLAZA SANTA ANA CA 92701 SANTA ANA LIBRARY RENOVATION CITY OF SANTA ANA 26 CIVIC CENTER PLAZA SANTA ANA, CA 92701 TN2.1-2 COMMUNICATIONS FLOOR PLAN - SECOND FLOOR1/8" = 1'-0"1 COMMUNICATIONS FLOOR PLAN - SECOND FLOOR KEYNOTES TKN0019 (2) 4" C. TKN2012 SURFACE MOUNT IN AV RACK - COORDINATE WITH LOCATION OF RACK AS SHOWN ON TA SHEETS AND WORK OF SECTION 27 41 16. SHEET NOTE 1. STRUCTURED CABLING WORK OF THIS SHEET, UNLESS OTHERWISE NOTED, TO BE PROVIDED UNDER THE WORK OF A SEPARATE “E-RATE”/FCC SCHOOLS AND LIBRARY FUND CONTRACTOR USING PATHWAYS INSTALLED UNDER THE WORK OF THIS PROJECT. REV # DESCRIPTION DATE ASI 009.1 07/15/2025 RFI 389 02/26/2026