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HomeMy WebLinkAboutSDSU Building PlansTel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United StatesCITY OF CHULA VISTA 02.13.2026 PLAN CHECK COMMENTS 1 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 G0.00 School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 3/5/2026, 6:48:25 AM B25-1545 Adam Beardsley © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 1 : 1 1 : 3 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.01 VICINITY & LOCATION MAPS, PROJECT INFO. & SCOPE 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 1 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH AS-BUILT DRAWINGS PROVIDED BY THE OWNER AND SHALL AT ONCE REPORT TO THE ARCHITECT ERRORS, INCONSISTENCIES, OR OMISSIONS. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR AND HAS CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 2 INTENT OF CONTRACT DOCUMENTS. THE INTENT OF THE CONTRACT DOCUMENTS IS TO ALLOW FOR THE PERFORMANCE OF THE WORK. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY STATED, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND APPROPRIATELY OPERABLE. FURNISH AND INSTALL ALL SPECIFIED AND APPROPRIATE ITEMS, AND ALL INCIDENTAL, ACCESSORY, AND OTHER ITEMS NOT SPECIFIED BUT REQUIRED FOR A COMPLETE AND FINISHED ASSEMBLY. 3 DEFECTIVE WORK. NO WORK DEFECTIVE IN WORKMANSHIP OR QUALITY OR DEFICIENT IN ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE ARCHITECT'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION. DEFECTIVE WORK REVEALED WITHIN THE TIME REQUIRED BY GUARANTEES SHALL BE REPLACED BY WORK CONFORMING TO THE INTENT OF THE CONTRACT. NO PAYMENT, EITHER PARTIAL OR FINAL, SHALL BE CONSTRUED AS AN ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS. 4 FIREPROOFING. PATCH AND REPAIR ALL FIREPROOFING DAMAGE INCURRED DURING DEMOLITION AND/OR CONSTRUCTION. FIREPROOF AS REQUIRED BY CODE ALL NEW PENETRATIONS GENERATED BY THE WORK DESCRIBED IN THESE DOCUMENTS. 5 AS-BUILT DRAWINGS. DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF CONSTRUCTION ITEMS DENOTED IN THE CONSTRUCTION DOCUMENTS SHALL BE INDICATED TO SCALE IN CONTRASTING INK ON THE DRAWINGS FOR ALL RUNS OF MECHANICAL, SPRINKLER, PLUMBING, AND ELECTRICAL WORK; INCLUDING SITE UTILITIES AND CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, THE ARCHITECT WILL PROVIDE THE CONTRACTOR WITH A REPRODUCIBLE SET OF ORIGINAL DOCUMENTS FOR "AS-BUILT" DOCUMENTATION. THIS SET SHALL BE CONSPICUOUSLY MARKED "AS-BUILTS" AND DELIVERED TO THE ARCHITECT. 6 CONTRACTOR RESPONSIBILITY. IT IS INTENDED THAT THE CONTRACTOR PROVIDE A COMPLETE JOB AND ANY OMISSIONS IN THESE NOTES OR IN THE OUTLINE OF WORK SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES IMPLIED BY SCOPE OF WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED. 7 UNENFORCEABLE WORK. SHOULD ANY PORTION OF THE CONTRACT DOCUMENTS PROVE TO BE, FOR WHATEVER REASONS, UNENFORCEABLE, SUCH UNENFORCEABILITY SHALL NOT EXTEND TO THE REMAINDER OF THE CONTRACT NOR SHALL IT VOID ANY OTHER PROVISIONS OF THE CONTRACT. 8 LIENS. THROUGHOUT THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL REFRAIN FROM ACTIONS THAT COULD LEAD TO THE FILING OF CLAIMS OF LIEN BY SUBCONTRACTORS, SUPPLIERS OF MATERIALS, LABOR, SERVICE, EQUIPMENT, OR ANY OTHER INDIVIDUAL OR COMPANY SO ENTITLED UNDER GOVERNING LAWS AND REGULATIONS, UNLESS REASONABLE AND JUSTIFIABLE CAUSE CAN BE SHOWN. APPROVAL FOR PAYMENT SHALL BE CONTINGENT UPON THE CONTRACTOR'S OBTAINING AND FURNISHING TO THE ARCHITECT SIGNED RELEASES FROM SUCH INDIVIDUALS OR COMPANIES. 9 COORDINATION OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REVIEW AND VERIFICATION OF CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN BEFORE PROCEEDING WITH CONSTRUCTION. IF THERE ARE ANY QUESTIONS REGARDING THESE OR OTHER COORDINATION ISSUES, THE CONTRACTOR SHALL SUBMIT THEM IN WRITING TO THE ARCHITECT AND IS RESPONSIBLE FOR OBTAINING A WRITTEN CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH WORK IN QUESTION, OR RELATED WORK. 10 WORK SHOULD COMPLY WITH APPLICABLE CODES. EXECUTE WORK IN ACCORDANCE WITH ANY AND ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, MANUFACTURER'S RECOMMENDATIONS, AND TRADE AND REFERENCE STANDARDS, INCLUDING BUT NOT LIMITED TO: FEDERAL, STATE, LOCAL/MUNICIPAL CODES, IBC, UBC, SEISMIC CODES, NEC, NFPA, ASMC, AND UMC (LATEST ENFORCED EDITIONS). 11 DIMENSIONS. DO NOT SCALE DRAWINGS; DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. WRITTEN SPECIFICATIONS SHALL GOVERN OVER ALL. 12 CLARIFICATIONS. CLARIFY ALL DISCREPANCIES RELATIVE TO CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND FIELD CONDITIONS PRIOR TO SUBMITTING BIDS AND COMMENCING WORK. 13 SUBSTITUTIONS. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A MANUFACTURER IS SPECIFIED. WHERE THE TERM "OR EQUAL" IS USED, THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR, CLEARLY IDENTIFIED AS A "REQUEST FOR SUBSTITUTION". CONTRACTOR SHALL ALSO LIST CREDIT TO THE CLIENT FOR USE OF SUBSTITUTION. 14 DRAWING DISTRIBUTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL TRADES UNDER THEIR JURISDICTION. 15 CHANGES IN THE WORK. DO NOT PROCEED WITH ANY WORK REQUIRING ADDITIONAL COMPENSATION BEYOND THE CONTRACT AMOUNT WITHOUT WRITTEN AUTHORIZATION FROM THE OWNER. FAILURE TO OBTAIN AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR EXTRA COMPENSATION. 16 EXISTING WORK. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 17 PUNCH LIST. UPON COMPLETION OF THE WORK BY THE CONTRACTOR, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF SUCH COMPLETION. THE ARCHITECT SHALL ATTEND THE PUNCH LIST WALK THROUGH CONDUCTED BY THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL PREPARE AND DISTRIBUTE A LIST OF ITEMS TO BE FINISHED OR COMPLETED PRIOR TO THIS WALK THROUGH. THE GENERAL CONTRACTOR SHALL TAKE NOTES AND PREPARE A LIST OF FINAL PUNCH ITEMS TO BE COMPLETED OR CORRECTED AS A RESULT OF THIS WALK THROUGH. THIS PUNCH LIST IS TO BE PROMPTLY DISTRIBUTED BY THE GENERAL CONTRACTOR TO THE TENANT, OWNER AND ARCHITECT. 18 MATERIALS. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT, UNLESS NOTED OTHERWISE. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS, UNLESS NOTED OTHERWISE. 19 INSURANCE. THE CONTRACTOR AND SUBCONTRACTORS SHALL PURCHASE AND MAINTAIN CERTIFICATIONS OF INSURANCE WITH RESPECT TO WORKERS COMPENSATION, PUBLIC LIABILITY, AND PROPERTY DAMAGE FOR THE LIMITS AS REQUIRED BY LAW, IN ADDITION TO THE TERMS OF THE OWNER'S CONTRACT, WHICHEVER IS GREATER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK. 20 EXISTING TENANTS. COORDINATE ALL WORK WITH BUILDING OWNER SO AS NOT TO DISTURB OR CAUSE DAMAGE TO ANY TENANT 21 COORDINATION. VERIFY IN THE FIELD THAT NO CONFLICTS EXIST WHICH WOULD PROHIBIT THE LOCATION OF ANY AND ALL MECHANICAL, TELEPHONE, ELECTRICAL, LIGHTING, PLUMBING, AND SPRINKLER EQUIPMENT (TO INCLUDE ALL REQUIRED PIPING, DUCTWORK, AND CONDUIT), AND THAT ALL REQUIRED CLEARANCES FOR INSTALLATION AND MAINTENANCE OF ABOVE EQUIPMENT ARE PROVIDED. 22 PROTECTION OF EXISTING WORK. PROVIDE PROTECTION TO ALL EXISTING FINISHES IN ALL SPACES WITHIN OR ADJACENT TO THE SCOPE OF WORK AND THE TENANT'S SPACE. THE CONTRACTOR SHALL PATCH, REFINISH, AND REPAIR ANY DAMAGE CAUSED BY HIM OR HIS SUBCONTRACTORS. MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 23 EXISTING DEFECTS. CORRECT ANY DEFECTS FOUND IN EXISTING BUILDING CONSTRUCTION WHICH AFFECTS THE SCOPE OF WORK. THIS INCLUDES BUT IS NOT LIMITED TO UNEVEN SURFACES AND FINISHES AT GYPSUM BOARD OR DAMAGED FIREPROOFING. PATCH AND REPAIR SURFACES TO MATCH ADJACENT, ADJOINING SURFACES. 24 TERMINOLOGY. TYPICAL OR TYP MEANS IDENTICAL FOR ALL SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. SIMILAR OR SIM MEANS COMPARABLE CHARACTERISTICS TO THE CONDITION NOTED. VERIFY DIMENSIONS AND ORIENTATION ON PLAN. VERIFY OR VER MEANS TO ASCERTAIN AND CONFIRM APPLICATION WITH ARCHITECT. 25 FURNITURE. FURNITURE SHOWN IS FOR REFERENCE ONLY AND INSTALLED BY OTHERS, UNLESS NOTED OTHERWISE. 26 FILE CABINETS. FILE CABINETS, AS SHOWN ON DRAWINGS, ARE SUPPLIED BY OTHERS. COORDINATE FILE SIZE(S) WITH FURNITURE INSTALLER FOR REQUIRED CLEARANCES. 27 CLEANING. PROVIDE STRICT CONTROL OF JOB CLEANING AND PREVENT DUST AND DEBRIS FROM MIGRATING FROM CONSTRUCTION AREA. 28 ADJACENT SPACES. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING OF ACCESS INTO ADJACENT TENANT SPACES WITH THE BUILDING MANAGEMENT AS REQUIRED FOR PRICING AND EXECUTION OF THE WORK. 29 EXISTING CONDITIONS. CONTRACTOR SHALL THOROUGHLY EXAMINE THE PREMISES AND SHALL BASE HIS BID ON THE EXISTING CONDITIONS, NOTWITHSTANDING ANY INFORMATION SHOWN OR NOT INDICATED ON THE CONTRACT DOCUMENTS. 30 CONTRACT DOCUMENTS. ALL CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS CALLED FOR BY ANY WILL BE AS BINDING AS IF CALLED FOR BY ALL. ALL WORK SHOWN OR REFERRED TO ON ANY CONTRACT DOCUMENT SHALL BE PROVIDED AS THOUGH THEY ARE ON ALL RELATED DOCUMENTS. 31 CONTRACTOR RESPONSIBILITY TO NOTIFY ARCHITECT. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY CONFLICTS HEREIN - EITHER APPARENT OR OBVIOUS - PRIOR TO THE START OF NEW WORK ON THAT ITEM, OR BEAR THE RESPONSIBILITY OF CORRECTING SUCH WORK AS DIRECTED BY THE ARCHITECT. 32 DUPLICATION OF DOCUMENTS. ALL DRAWINGS AND WRITTEN MATERIAL HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT/OWNER AND THE SAME MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/OWNER. 33 DETAIL REFERENCE. REFER TO DETAIL SHEETS SERIES FOR DETAILS NOT CROSS REFERENCED FOR ALL THE CONDITIONS OF PENETRATION THROUGH FIRE RATED ASSEMBLIES AND ACOUSTICAL PARTITIONS. 34 EXISTING PENETRATIONS. ALL PENETRATIONS TO THE FLOOR/CEILING ASSEMBLY SHALL BE GROUTED SOLID WITH A QUICK-SET CONCRETE FILLER. THE SLAB BETWEEN THE MECHANICAL EQUIPMENT ROOM AND THE TENANT SPACE SHALL BE ACOUSTICALLY SEALED AIRTIGHT. 35 SHOP DRAWINGS AND SUBMITTALS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW ALL SUBMITTALS AND SHOP DRAWINGS FOR APPROPRIATENESS AND COMPLIANCE WITH THE CONTRACT DOCUMENTS PRIOR TO SENDING SHOP DRAWINGS TO THE ARCHITECT OR ENGINEER FOR REVIEW. A STAMP OR STATEMENT TESTIFYING THE CONTRACTOR HAS REVIEWED THE SHOP DRAWINGS, INCLUDING THE DATE REVIEWED, MUST BE AFFIXED TO THE FIRST PAGE OF EACH SUBMITTAL. 36 IF ANY WORK IS PERFORMED PRIOR TO PROPER CLARIFICATION, CONTRACTOR SHALL CORRECT CONFLICTING WORK AT CONTRACTORS EXPENSE AT NO ADDITIONAL COST TO THE OWNER, TENANT OR ARCHITECT. GENERAL NOTES 1. GENERAL G0.00 COVER G0.01 VICINITY & LOCATION MAPS, PROJECT INFO. & SCOPE G0.04 GENERAL NOTES - TI G0.05 ABBREVIATIONS G0.06 GRAPHIC SYMBOLS G0.07 TYPICAL ACCESSIBILITY DETAILS AND NOTES G0.08 OVERALL SITE PLAN G0.09 SITE PLAN G1.10 CAL GREEN CHECKLIST G1.11 CAL GREEN CHECKLIST G1.12 CAL GREEN CHECKLIST G1.13 CAL GREEN CHECKLIST G2.10 OCCUPANCY AND EGRESS PLAN - LOWER LEVEL 2. ARCHITECTURE A0.10 DOOR, FRAME AND HARDWARE SCHEDULES A1.10 DEMO PLAN & CONSTRUCTION - LOWER LEVEL 01 - SUITE 010 A1.20 POWER PLAN & FURNITURE & EQUIPMENT PLAN - LOWER LEVEL 01 - SUITE 010 A1.30 REFLECTED CEILING PLAN & FINISH PLAN - LOWER LEVEL 01 - SUITE 010 A6.00 ENLARGED PLANS & ELEVATIONS - RECEPTION & STAFF BREAK A6.01 ENLARGED PLANS & ELEVATIONS - EXAM ROOM A6.02 ENLARGED PLANS & ELEVATIONS - HOSPITAL ROOM & OBSERVATION A6.03 ENLARGED PLANS & ELEVATIONS - STORAGE/JANITOR A6.04 ENLARGED PLANS & ELEVATIONS - SKILLS LAB A6.05 INTERIOR ELEVATIONS - CLASSROOMS AND CORRIDOR A8.01 DETAILS - DOOR/FRAME/WINDOW A9.01 PARTITION TYPES & DETAILS A9.11 DETAILS - UL LISTINGS A9.20 DETAILS - CEILING A9.21 DETAILS - CEILING A9.30 DETAILS - MILLWORK A9.31 DETAILS - MILLWORK & SPECIALTY A9.40 FINISH & TRANSITION DETAILS 3. STRUCTURAL S0.001 STRUCTURAL NOTES S0.100 STRUCTURAL DETAILS S1.101 BLDG 2 COMPOSITE FOUNDATION PLAN S1.102 BLDG 2 COMPOSITE CONCRETE PLAN 4. MECHANICAL ENGINEERING M-001 MECHANICAL NOTES AND LEGEND M-002 MECHANICAL NOTES M-003 MECHANICAL T-24 M-004 MECHANICAL T-24 M-101 MECHANICAL PLAN - LOWER LEVEL 01 - ZONING - SUITE 010 M-110 MECHANICAL PLAN - LOWER LEVEL 01 - SUITE 010 M-501 MECHANICAL DETAILS M-502 MECHANICAL DETAILS M-601 MECHANICAL - SCHEDULES M-602 MECHANICAL - SCHEDULES M-701 MECHANICAL - CONTROLS M-702 MECHANICAL - DIAGRAMS 5. ELECTRICAL E000 NOTES, SYMBOLS AND ABBREVIATIONS E001 LUMINAIRE SCHEDULE E002 TITLE 24 E003 TITLE 24 E100 LOWER LEVEL LIGHTING PLAN E101 LOWER LEVEL PHOTOMETRIC PLAN E102 LOWER LEVEL EGRESS PHOTOMETRIC PLAN E200 LOWER LEVEL POWER PLAN E300 LOWER LEVEL MECH POWER PLAN E400 ENLARGED PLANS E500 SINGLE LINE DIAGRAM E600 PANEL SCHEDULES E700 DETAILS 6. PLUMBING P-001 PLUMBING - ABBREVIATIONS & SYMBOLS P-002 PLUMBING T-24 P-110 PLUMBING - OVERALL NEW WORK LOWER LEVEL 01 - SUITE 010 P-111 PLUMBING - LOWER LEVEL 01 - CONDENSATE PLAN - SUITE 010 P-401 PLUMBING - ENLARGED PLANS P-501 PLUMBING - DETAILS P-601 PLUMBING - SCHEDULES DRAWING INDEX (CONT)PROJECT TEAM DEFERRED SUBMITTAL ITEMS TELEPHONE/FAX: CONTACT: TENANT TELEPHONE/FAX: CONTACT: PROPERTY MANAGER TELEPHONE/FAX: CONTACT: ARCHITECT GENSLER 225 BROADWAY, SUITE 100 SAN DIEGO, CA 92101 619.557.2500/ 619.557.2520(FAX) FIRST LAST first_last@gensler.com TELEPHONE/FAX: CONTACT: GENERAL CONTRACTOR TELEPHONE/FAX: CONTACT: MECHANICAL ENGINEER TELEPHONE/FAX: CONTACT: PLUMBING ENGINEER TELEPHONE/FAX: CONTACT: ELECTRICAL ENGINEER TELEPHONE/FAX: CONTACT: LOW VOLTAGE ENGINEER MICHAEL BAKER INTERNATIONAL 2550 FIFTH AVENUE, SUITE 810 SAN DIEGO, CA 92103 TERYL HUNTER teryl.hunter@mbakerintl.com VICINITY MAP TELEPHONE/FAX: CONTACT: TENANT SAN DIEGO STATE UNIVERSITY 5500 CAMPANILE DR, SAN DIEGO, CA 92182 619.594.3727/ ERIN ROGERS ERROGERS@SDSU.EDU TELEPHONE/FAX: CONTACT: CONSTRUCTION MANAGER i-GSD MANAGEMENT 1637 WHITSETT DRIVE, EL CAJON, CA 92020 619.312.5848/ SUSAN GUERRA susan@i-gsd.com TELEPHONE/FAX: CONTACT: ARCHITECT GENSLER 225 BROADWAY, SUITE 100 SAN DIEGO, CA 92101 619.557.2500/ 619.557.2520(FAX) DARREL FULLBRIGHT darrel_fullbright@gensler.com TELEPHONE/FAX: CONTACT: GENERAL CONTRACTOR TELEPHONE/FAX: CONTACT: MECHANICAL ENGINEER MICHAEL BAKER INTERNATIONAL 2550 FIFTH AVENUE, SUITE 810 SAN DIEGO, CA 92103 818.812.9190/ CHRIS GOMEZ chris.gomez@mbakerintl.com TELEPHONE/FAX: CONTACT: PLUMBING ENGINEER MICHAEL BAKER INTERNATIONAL 2550 FIFTH AVENUE, SUITE 810 SAN DIEGO, CA 92103 858.812.9189/ JUAN CONTRERAS juan.contreras@mbakerintl.com TELEPHONE/FAX: CONTACT: ELECTRICAL ENGINEER MICHAEL BAKER INTERNATIONAL 2550 FIFTH AVENUE, SUITE 810 SAN DIEGO, CA 92103 858.812.9179/ GRIFFIN URTON griffin.urton@mbakerintl.com TELEPHONE/FAX: CONTACT: STRUCTURAL ENGINEER COFFMAN ENGINEERS 1455 FRAZEE RD, SUITE 600 SAN DIEGO, CA 92108 619.232.4673/ ELLIOTT FREERKS elliot.freerks@coffman.com TELEPHONE/FAX: CONTACT: OWNER CITY OF CHULA VISTA 276 FOURTH AVENUE, CHULA VISTA, CA 91910 TIFFANY ALLEN tallen@chulavista.gov THE FOLLOWING ITEMS ARE DEFERRED APPROVAL ITEMS THAT SHALL BE PROVIDED BY THE CONTRACTOR AND SUBMITTED UNDER A SEPARATE PERMIT. THE DEFERRED APPROVAL ITEMS SHALL INCLUDE CALCULATIONS AND DRAWINGS, STAMPED AND SIGNED BY A LICENSED REGISTERED PROFESSIONAL IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED. DOCUMENTS FOR DEFERRED SUBMITTAL SHALL BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. PLANS FOR THE DESIGN AND INSTALLATION OF THE FIRE PROTECTION SYSTEM(S) ARE A DEFERRED SUBMITTAL AND SHALL BE SUBMITTED AND APPROVED, PRIOR TO ANY INSTALLATION WORK, TO CVFD FIRE PREVENTION DIVISION LOCATED AT 276 FOURTH AVE, BLDG. C. 619-691-5029. 1 FIRE SPRINKLER SYSTEMS ANAD CALCULATIONS 2 FIRE ALARM SYSTEMS APN 643-060-57-00 CODES & REGULATIONS THIS PROJECT SHALL COMPLY WITH THE FOLLOWING GOVERNING CODES: 2022 CALIFORNIA ADMINISTRATIVE CODE, TITLE 24 2022 CALIFORNIA BUILDING CODE, TITLE 24, PART 2 (VOL. 1 & 2) (BASED ON THE 2021 INTERNATIONAL BUILDING CODE) 2022 CALIFORNIA ELECTRICAL CODE, TITLE 24, PART 3 (BASED ON THE 2020 NATIONAL ELECTRICAL CODE) 2022 CALIFORNIA MECHANICAL CODE, TITLE 24, PART 4 (BASED ON THE 2021 UNIFORM MECHANICAL CODE) 2022 CALIFORNIA PLUMBING CODE, TITLE 24, PART 5 (BASED ON THE 2021 UNIFORM PLUMBING CODE) 2022 CALIFORNIA ENERGY CODE, TITLE 24, PART 6 2022 CALIFORNIA EXISTING BUILDING CODE, TITLE 24, PART 10 (BASED ON THE 2021 INTERNATION EXISTING BUILDING CODE) 2022 CALIFORNIA GREEN BUILDING CODE, TITLE 24, PART 11 OCCUPANCY GROUPS / CLASSIFICATIONS B -BUSINESS B -BUSINESS EXISTING PROPOSED (EXISTING AND PROPOSED, PER THE CALIFORNIA BUILDING PROJECT INFORMATION SITE ADDRESS 1775 MILLENIA AVE SUITE #010 CHULA VISTA, CA 91915 LEGAL DESCRIPTION LOT 7 OF CHULA VISTA TRACT NO. 09-03 OTAY RANCH MILLENIA (EASTERN URBAN CENTER), IN THE CITY OF CHULA VISTA, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 16081, FILED IN THE OFFICE OF THE COUNTY RECORDED OF SAID COUNTY, DECEMBER 28, 2015. USE ZONE EASTERN URBAN CENTER (MILLENIA) YEAR BUILT 2025 TYPE OF CONSTRUCTION TYPE I-B, FULLY SPRINKLERED WITH FIRE ALARM SYSTEM BUILDING CODE DATA USE OCCUPANCY CONSTRUCTION TYPE SPRINKLERS FIRE ALARM BUILDING HEIGHT BASE HEIGHT (TABLE 504.3) MAXIMUM HEIGHT HIGHEST OCCUPIABLE FLOOR ABOVE FIRE DEPARTMENT ACCESS ALLOWABLE STORIES NUMBER OF STORIES (TABLE 504.4) SPRINKLER INCREASE (TABLE 504.4) TOTAL ALLOWABLE STORIES ACTUAL STORIES ALLOWABLE AREA BASE AREA (TABLE 506.2) TOTAL ALLOWABLE AREA LARGEST AREA BUILDING ELEMENTS - FIRE RATING (HOURS) (PER TABLE 601) PRIMARY STRUCTURAL FRAME BEARING WALLS EXTERIOR BEARING WALLS INTERIOR NON-BEARING WALLS EXTERIOR NON-BEARING WALLS INTERIOR FLOOR CONSTRUCTION ROOF CONSTRUCTION SHAFT ENCLOSURES (713.4) INTERIOR EXIT STAIRWAYS (1023.2) EXIT PASSAGEWAY (1024.3) LIBRARY, RECORDING STUDIO AND OFFICE BUILDING A-3, B, F-1 (RECORDING STUDIO PER CFC 4802.2) NON-SEPARATED PER 508.3 TYPE I-B YES; NFPA-13 SPRINLKER SYSTEM. YES; EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM IN ACCORDANCE WITH SECTION 907.5.2.2. 180' (SPRINKLERED) 88'-0" 62'-0" 12 NO 12 5 UNLIMITED UNLIMITED 43,900 S.F. 2 2 2 0 0 2 1 2 2 2 SCOPE OF WORK GROSS BUILDING AREA NAME GROSS AREA LEVEL LOWER LEVEL 01 LOWER LEVEL 17,771 SF LOWER LEVEL 01 EXT. PATIO 778 SF LOWER LEVEL 01 18,549 SF LEVEL 01 LEVEL 01 37,272 SF LEVEL 01 37,272 SF LEVEL 02 LEVEL 02 37,195 SF LEVEL 02 37,195 SF LEVEL 03 LEASABLE 37,555 SF LEVEL 03 EXT. DECK 375 SF LEVEL 03 EXT. DECK 721 SF LEVEL 03 EXT. DECK 694 SF LEVEL 03 EXT. DECK 398 SF LEVEL 03 39,744 SF LEVEL 04 LEASABLE 37,554 SF LEVEL 04 EXT. DECK 380 SF LEVEL 04 37,934 SF Grand total 170,694 SF BUILDING AREAPLUMBING FIXTURE CALCULATIONS THE FOLLOWING ITEMS ARE DELEGATED DESIGN ITEMS THAT SHALL BE PROVIDED BY THE CONTRACTOR AND SUBMITTED UNDER A SEPARATE PERMIT. THE DELEGATED DESIGN ITEMS SHALL INCLUDE CALCULATIONS AND DRAWINGS, STAMPED AND SIGNED BY A LICENSED REGISTERED PROFESSIONAL IN THE STATE WHERE THE PROJECT IS TO BE CONSTRUCTED. DOCUMENTS FOR DELEGATED DESIGN SHALL BE REVIEWED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHO SHALL FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. 1. LIGHT GAUGE INTERIOR STEEL FRAMING AND SOFFIT ASSEMBLIES. SEPARATE PERMIT ITEMS 1. PARTIAL FLOOR TENANT IMPROVEMENT (7,000 SF) INCLDUING SELECTIVE NON- STRUCTURAL DEMOLITION, NEW INTERIOR NON-LOAD BEARING PARTITIONS, MECHANICAL, PLUMBING, ELECTRICAL, FIRE/ LIFE-SAFETY, AND FINISHES. 2. NEW MECHANICAL UNITS, DUCT AND REGISTERS TIED TO EXISTING EXISTING BRANCH SELECTOR BOXES. 3. NEW ELECTRICAL (LIGHTING, RECEPTACLES, AND CONTROLS) THROUGHOUT. NO CHANGES ARE BEING MADE TO THE EXISTING ELECTRICAL SERVICE 4. NEW PLUMBING (SINKS) 5. THERE ARE NO MODIFICATIONS TO THE EXTERIOR SITE, PATIO OR FACADE AS PART OF THIS PROJECT. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 1 THE EXIT CORRIDOR SHOWN AS EXISTING ON THESE PLANS IS SUBJECT TO THE APPROVAL AND ISSUANCE OF PERMIT B25-1490. WORK ON B25-1490 IS TO BE CONCURRENT WITH THE TENANT IMPROVMENTS PROPOSED ON ATTACHED DRAWING SUBMITTAL. THE SCOPE OF PERMIT # B25-1490 IS SUMMARIZED BELOW: • ON LOWER LEVEL, ADDED 2 HOUR RATED EXIT ACCESS CORRIDOR. • MECHANICAL AND ELECTRICAL IMPROVEMENTS FOR ADDED EXIT ACCESS CORRIDOR ON LOWER LEVEL. • ON LOWER LEVEL, CHANGED RESTROOM DOOR, AND IDF DOOR TO BE IN- SWINGING 90-MIN RATED DOORS. • ON LOWER LEVEL, INCREASED RATING OF EXISTING WALL AT RESTROOM ENTRY. • MODIFIED STOREFRONT TO ADD EXIT DOOR AT LOWER LEVEL. • ADDED FENCE AND GATE ON EXTERIOR PATIO ON LOWER LEVEL. • ON LEVEL 01, REVERSED THE SWING OF STAIR C'S DOOR. • ON LEVEL 01, ADDED DOORS OFF LOBBY TO REDUCE DEAD END CORRIDOR LENGTH. • REPLACED 20-MIN DOORS WITH 90-MIN DOORS AT ELEVATOR LOBBYS ON LEVEL 02, 03, AND 04. • ADDED RATED SMOKE CURTAIN AT LOWER LEVEL, LEVEL 02, 03, AND 04. ITEMS UNDER SEPARATE PERMIT (PERMIT # B25-1490) 1 1 1 7. AUDIO VISUAL T-001 TELECOMMUNICATIONS - SYMBOLS, SCHEDULES & NOTES TS-101 TELECOMMUNICAITONS - SITE - SDSU NURSING T-101 TELECOMMUNICATIIONS - LOWER LEVEL 01 - SDSU NURSING TA101 AUDIO VIDEO - LOWER LEVEL 01 - SDSU NURSING TY101 SECURITY - LOWER LEVEY 01 - SDSU NURSING TA301 AUDIO VIDEO - LOWER LEVEL 01 - SDSU NURSING - RCP T-401 TELECOMMUNICATIONS - ENLARGED PLANS - IT 010-160 TA401 AUDIO VIDEO - ENLARGED PLANS - GLOBAL CLASSROOM 003 TA402 AUDIO VIDEO - ENLARGED PLANS - SHARED CLASSROOM 005 TA403 AUDIO VIDEO - ENLARGED PLANS - SKILLS LAB 008 T-501 TELECOMMUNICATIONS - TELECOM ROOM / RACKS DETAILS T-502 TELECOMMUNICATIONS - PATCH PANEL DETAILS T-503 TELECOMMUNICATIONS - GROUNDING DETAILS T-504 TELECOMMUNICATIONS - CABLE TRAY DETAILS T-505 TELECOMMUNICATIONS - CABLE TRAY DETAILS T-506 TELECOMMUNICATIONS - OUTLET DETAILS T-507 TELECOMMUNICATIONS - OUTLET DETAILS T-508 TELECOMMUNICATIONS - OUTLET DETAILS T-509 TELECOMMUNICATIONS - AV DETAILS T-510 TELECOMMUNICATIONS - SECURITY DETAILS T-511 TELECOMMUNICATIONS - PA/AV DETAILS T-512 TELECOMMUNICATIONS - SECURITY DETAILS T-513 TELECOMMUNICATIONS - SECURITY DETAILS T-514 TELECOMMUNICATIONS - SECURITY DETAILS T-601 TELECOMMUNICATIONS - DATA DEVICE SCHEDULE T-701 TELECOMMUNICATIONS - RISER DIAGRAMS T-702 AUDIO VIDEO - GLOBAL CLASSROOM - RISER DIAGRAM T-703 AUDIO VIDEO - SHARED CLASSROOM - RISER DIAGRAM T-704 AUDIO VIDEO - SKILLS LAB - RISER DIAGRAM T-705 AUDIO VIDEO - EXAM/HOSPITAL ROOMS - RISER DIAGRAM 1 1 DRAWING INDEX C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 9 : 5 9 : 1 4 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.04 GENERAL NOTES - TI 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 GENERAL MILLWORK NOTES GENERAL CONSTRUCTION NOTES GENERAL CEILING NOTES GENERAL POWER/COMMUNICATION NOTES GENERAL FINISH NOTES GENERAL MECHANICAL NOTES GENERAL FIRE SPRINKLER NOTES GENERAL FINISH NOTES CONT'DGENERAL CONSTRUCTION NOTES CONT'D GENERAL DEMOLITION NOTESSTORMWATER CONTROL NOTES 1. ALL APPLICABLE CONSTRUCTION BMPS AND NON-STORMWATER DISCHARGE BMPS SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT IN ACCORDANCE WITH THE APPENDIX K “CONSTRUCTION BMP STANDARDS”OF THE CHULA VISTA BMP DESIGN MANUAL. 2. EROSION CONTROL BMPS SHALL BE IMPLEMENTED FOR ALL PORTIONS OF THE PROJECT AREA IN WHICH NO WORK HAS BEEN DONE OR IS PLANNED TO BE DONE OVER A PERIOD OF 14 OR MORE DAYS. ALL ONSITE DRAINAGE PATHWAYS THAT CONVEY CONCENTRATED FLOWS SHALL BE STABILIZED TO PREVENT EROSION. 3. RUN-ON FROM AREAS OUTSIDE THE PROJECT AREA SHALL BE DIVERTED AROUND WORK AREAS TO THE EXTENT FEASIBLE. RUN-ON THAT CANNOT BE DIVERTED SHALL BE MANAGED USING APPROPRIATE EROSION AND SEDIMENT CONTROL BMPS. 4. SEDIMENT CONTROL BMPS SHALL BE IMPLEMENTED, INCLUDING PROVIDING FIBER ROLLS, GRAVEL BAGS, OR OTHER EQUALLY EFFECTIVE BMPS AROUND THE PERIMETER OF THE PROJECT TO PREVENT TRANSPORT OF SOIL AND SEDIMENT OFFSITE. ANY SEDIMENT TRACKED ONTO OFFSITE PAVED AREAS SHALL BE REMOVED VIA SWEEPING AT LEAST DAILY. 5. TRASH AND OTHER CONSTRUCTION WASTES SHALL BE PLACED IN A DESIGNATED AREA AT LEAST DAILY AND SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE REQUIREMENTS. 6. MATERIALS SHALL BE STORED TO AVOID BEING TRANSPORTED IN STORM WATER RUNOFF AND NON-STORM WATER DISCHARGES. CONCRETE WASHOUT SHALL BE DIRECTED TO A WASHOUT AREA AND SHALL NOT BE WASHED OUT TO THE GROUND. 7. STOCKPILES AND OTHER SOURCES OF POLLUTANTS SHALL BE COVERED WHEN THE CHANCE OF RAIN WITHIN THE NEXT 48 HOURS IS AT LEAST 50%. FIRE NOTES 1. TO SCHEDULE A FIRE INSPECTION, CONTACT THE CHULA VISTA FIRE DEPARTMENT AT (619) 691-5029 AND/OR EMAIL FIREPREVENTION@CHULAVISTACA.GOV. 2. THIS PROJECT SHALL FULLY COMPLY WITH CALIFORNIA FIRE CODE CHAPTER 33: FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION. THE PROJECT'S OWNER AND/OR OWNER'S AUTHORIZED AGENTS SHALL BE RESPONSIBLE FOR THE DEVELOPMENT, IMPLEMENTATION, AND MAINTENANCE OF A WRITTEN CHAPTER 33 COMPLIANT SITE SAFETY PLAN ESTABLISHING A FIRE PREVENTION PROGRAM AT THE PROJECT SITE THROUGHOUT ALL PHASES OF CONSTRUCTION, REPAIR, ALTERATION, OR DEMOLITION WORK. THE SITE SAFETY PLAN SHALL BE PREPARED BY A QUALIFIED INDIVIDUAL, KEPT AT THE PROJECT'S SITE AT ALL TIMES, AND MADE AVAILABLE FOR REVIEW. 3. THIS PROJECT IS TO BE PROTECTED THROUGHOUT WITH AN APPROVED FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 907.2.2 OF THE CA FIRE CODE. 4. THIS PROJECT IS TO BE PROTECTED THROUGHOUT BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.11.3 OF THE CA FIRE CODE (NFPA 13). 5. THIS PROJECT IS TO BE PROTECTED THROUGHOUT BY AN APPROVED STANDPIPE SYSTEM IN ACCORDANCE WITH SECTION 905.3.1 OF THE CA FIRE CODE (NFPA 14). THE STANDPIPE SYSTEM MAY BE CONNECTED TO THE FIRE SPRINKLER SYSTEM AS A “COMBINED FIRE SPRINKLER AND STANDPIPE SYSTEM.” 6. BUILDING FLOOR EVACUATION PLANS TO BE UPDATED FOR EACH FLOOR THAT IS IMPACTED BY THIS TENANT IMPROVEMENT. 7. TENANT SHALL SUPPLY KEYS TO THE KNOX BOX PRIOR TO FINAL FIRE INSPECTION. 1 DIMENSIONS: DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS GOVERN. ALL PARTITION LOCATIONS SHALL BE AS SHOWN ON PARTITION PLAN. IN CASE OF CONFLICT, NOTIFY ARCHITECT. PARTITION PLAN BY ARCHITECT TAKES PRECEDENCE OVER ALL OTHER PLANS. 2 PARTITIONS: ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH WITH NO VISIBLE JOINTS OR LINES. ALL SCREWS OR OTHER ATTACHMENT DEVICES SHALL BE PATCHED AND NOT VISIBLE. PATCH AND REPAIR SURFACES TO MATCH ADJACENT OR ADJOINING SURFACES WHERE REQUIRED. ALL SURFACES SHALL BE ALIGNED AND SANDED SMOOTH. 3 DIMENSION REFERENCE POINTS: ALL PARTITIONS ARE DIMENSIONED FROM FINISH FACE OF GYPSUM BOARD TO FINISH FACE OF GYPSUM BOARD, UNLESS NOTED OTHERWISE . ALL DIMENSIONS TO THE EXTERIOR WINDOW WALL ARE TO THE INSIDE FACE OF SILL, UNLESS NOTED OTHERWISE. 4 CLEAR DIMENSIONS: DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE ACCURATELY MAINTAINED, AND SHALL NOT VARY MORE THAN ± 1/8" WITHOUT WRITTEN INSTRUCTION FROM ARCHITECT. 5 DIMENSION TOLERANCES: DIMENSION TOLERANCES SHALL BE WITHIN CODE DEFINED CRITERIA OF AUTHORITY(IES) HAVING JURISDICTION. VERIFY FIELD DIMENSIONS NOT WITHIN TOLERANCES WITH THE ARCHITECT AND SECURE ARCHITECT'S APPROVAL. 6 DISCREPANCIES: NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES OR CONFLICTS IN THE LOCATION(S) OF NEW CONSTRUCTION. VERIFICATION OF THE PARTITION LAYOUT TO BE PROVIDED BY THE ARCHITECT PRIOR TO PARTITION INSTALLATION. 7 EXPOSED EDGES: ALL EXPOSED GYPSUM BOARD EDGES TO HAVE METAL EDGE TRIM. 8 ALIGNMENT: ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE AND TRUE, AND IN PROPER ALIGNMENT. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHED FACES IN THE SAME PLANE. 9 MILLWORK: REFER TO MILLWORK SHOP DRAWINGS FOR SPECIFIC DETAILS OF COORDINATION BETWEEN DRYWALL/MILLWORK CONDITIONS. 10 CEILING HEIGHT PARTITIONS: REFER TO REFLECTED CEILING PLANS FOR SOFFITS, CEILING HEIGHTS, AND PLENUM BARRIER LOCATIONS. 11 NOTES AND REFERENCES: REFER TO SHEET A00.100 FOR ADDITIONAL NOTES, LEGENDS, SYMBOLS, ABBREVIATIONS, AND SCHEDULES. 12 ARCHITECT APPROVAL: OBTAIN APPROVAL FROM ARCHITECT PRIOR TO MODIFYING COLUMN FURRING, RELOCATING PIPES, AND SIMILAR SYSTEMS AND ITEMS, ADJUSTING ANY AND ALL OTHER FIELD CONDITIONS NOT SHOWN IN PLANS AND REQUIRED TO FIT PLANS. 13 SLAB WORK: ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR PIPING SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 14 DOOR CLEARANCES: TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 5/8" INCH MAXIMUM, UNLESS NOTED OTHERWISE. VERIFY SLAB CONDITIONS AND TRIM EACH DOOR TO FIT CONDITIONS. WHERE RADICAL VARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 15 GLASS WORK: ALL GLASS SHALL BE CLEAR TEMPERED GLASS, UNLESS NOTED OTHERWISE. GLAZING TONG MARKS SHALL NOT BE VISIBLE. CLEAN AND POLISH ALL GLASS PRIOR TO PROJECT CLOSE-OUT. 16 CEILING HEIGHT PARTITIONS: CEILING HEIGHT PARTITIONS SHALL BE INSTALLED TIGHT TO FINISHED CEILING; WITH NO JOINTS VARYING MORE THAN 1/8" OVER 6'-0." 17 DOOR DIMENSIONS: DIMENSIONS LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, UNLESS NOTED OTHERWISE. ALL DOORS SHALL HAVE 18" CLEAR ON STRIKE/PULL SIDE OF DOOR. VERIFY AND ADVISE ARCHITECT OF EXCEPTIONS PRIOR TO CLOSING OUT PARTITION LAYOUT. 18 MILLWORK: ALL MILLWORK TO BE FASTENED TO THE PARTITION. PROVIDE BACKING FOR ALL MILLWORK NOT SUPPORTED ON THE FLOOR AND ALL MILLWORK INSTALLED AT 48" AFF OR GREATER. 19 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR: MILLWORK, DOORS/FRAMES/HARDWARE, GLAZING AND GLAZING FRAMING, CARPET SEAMING DIAGRAM (IF APPLICABLE), DEMOUNTABLE PARTITIONS 20 ALL EXISTING WALLS WERE CONSTRUCTED WITH OTHER PERMITS AND/ OR CONTRACTS. CONTRACTOR TO FIELD VERIFY CONSTRUCTION AND WIDTH PRIOR TO FABRICATION OF DOOR FRAMES OR COMPONENTS WHICH REQUIRE THE WIDTH OF THE WALL TO BE SET. 21 ALL NEW INTERIOR DOORS/ FRAMES SHALL BE FACTORY FINISHED, UNO. ALL EXISTING DOORS/ FRAMES SHALL BE REFINISHED AS REQUIRED TO BE IN LIKE-NEW CONDITION, AND PER FINISH PLAN/ FINISH SCHEDULE. 22 ALL CONCEALED BLOCKING, AND LUMBER IS TO BE FIRE TREATED FOR TYPE I, AND TYPE II CONSTRUCTION. 23 CEMENTITIOUS BACKER BOARD (HARDIBACKER BOARD) OR APPROVED EQUAL AT PARTITIONS SCHEDULED TO RECEIVE TILE FINISH, UNO. 1 SUMMARY: WORK NECESSARY FOR SELECTIVE DEMOLITION INCLUDES FURNISHING LABOR FOR DEMOLITION, REMOVAL OF DEBRIS (DISPOSAL AND RECYCLING), PATCHING AS REQUIRED, CONTROL DUST, AND NECESSARY PERMITS. 2 SCHEDULE: SUBMIT SCHEDULE INDICATING PROPOSED SEQUENCE OF OPERATIONS FOR SELECTIVE DEMOLITION WORK TO ARCHITECT AND THEIR CONSULTANTS, AND THE OWNER'S REPRESENTATIVE CITY BUILDING OFFICIALS, AND BUILDING MANAGEMENT FOR REVIEW. INCLUDE COORDINATION FOR SHUT OFF, CAPPING, AND CONTINUATION OF UTILITY SERVICES AS REQUIRED TOGETHER WITH DETAILS FOR DUST AND NOISE CONTROL. PROVIDE DETAILED SEQUENCE OF DEMOLITION, FLOOR BY FLOOR, AND REMOVAL WORK TO ENSURE UNINTERRUPTED PROGRESS OF OWNER'S ON-SITE OPERATIONS, AND BUILDING OPERATIONS. 3 CONDITION OF STRUCTURES: OWNER ASSUMES NO RESPONSIBILITY FOR ACTUAL CONDITION OF ITEMS OR STRUCTURES TO BE DEMOLISHED. IF ASBESTOS OR OTHER HAZARDOUS MATERIALS ARE DISCOVERED DURING CONSTRUCTION THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING, THEN WAIT FOR DIRECTION FROM THE OWNER. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS FOR REMOVAL, HANDLING, PROPER DISPOSAL OF, OR EXPOSURE OF PERSONS TO THE HAZARDOUS SUBSTANCES. CONDITIONS EXISTING AT THE TIME OF COMMENCEMENT OF CONTRACT WILL BE MAINTAINED BY OWNER INSOFAR AS PRACTICAL. HOWEVER, VARIATIONS WITHIN STRUCTURE MAY OCCUR BY OWNER'S REMOVAL AND SALVAGE OPERATIONS PRIOR TO START OF SELECTIVE DEMOLITION WORK. 4 SALVAGE: STORAGE OF REMOVED ITEMS WILL BE PERMITTED AS DIRECTED BY THE OWNER. 5 PROTECTIONS: PROVIDE PROTECTIVE BARRICADES, PROTECTIVE CANOPIES, AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL PUBLIC FROM INJURY DUE TO SELECTIVE DEMOLITION WORK. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF OWNER'S PERSONNEL, TENANT, THEIR EMPLOYEES AND INVITEES, AND GENERAL PUBLIC TO AND FROM OCCUPIED PORTIONS OF BUILDING. PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND BECOMES EXPOSED DURING DEMOLITION OPERATIONS. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. 6 DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK AT NO ADDITIONAL COST TO OWNER. 7 PATCH AND REPAIR: AT ALL PERIMETER CONDITIONS WHERE DEMO OCCURS SHALL BE PATCHED AND REPAIRED. ALL EXISTING WALLS DAMAGED SHALL BE REPAIRED AS REQUIRED TO RECEIVE SCHEDULED FINISH. 8 TRAFFIC: CONDUCT SELECTIVE DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. 9 UTILITY SERVICES: MAINTAIN EXISTING UTILITIES TO REMAIN, KEEP IN SERVICE, IDENTITY, AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. PROVIDE TEMPORARY LIGHT AND POWER AS REQUIRED. SEE DRAWINGS FOR EXISTING STANDPIPE LOCATIONS. REMOVAL OF ANY EQUIPMENT, CABLING SWITCHES, AND CONDUIT PERTAINING TO DATA/COMMUNICATIONS AND TELEPHONE SHALL BE VERIFIED WITH TELEPHONE COMPANIES SERVICE OWNER OR TENANT DATA/COMMUNICATIONS REPRESENTATIVE AS REQUIRED TO PREVENT NEW CONSTRUCTION DELAYS. 10 ENVIRONMENTAL CONTROLS: USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO ISOLATE DUST AND DIRT RISING AND SCATTERING. COMPLY WITH BUILDING MANAGEMENT REGULATIONS AND GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. CONSTRUCT TEMPORARY INSULATED SOLID DUST PROOF PARTITIONS WHERE REQUIRED TO SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE PERFORMED. EQUIP PARTITIONS WITH DUST PROOF DOORS AND SECURITY LOCKS IF REQUIRED. PROVIDE TEMPORARY WEATHER PROTECTION DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXISTING CONSTRUCTION ON EXTERIOR SURFACES AND INSTALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. REMOVE PROTECTIONS AT COMPLETION OF WORK. 11 INSPECTION: PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK, INSPECT AREAS IN WHICH WORK WILL BE PERFORMED IF NECESSARY. PHOTOGRAPH EXISTING CONDITIONS TO STRUCTURE SURFACES, EQUIPMENT, OR TO SURROUNDING PROPERTIES WHICH COULD BE MISCONSTRUED AS DAMAGE RESULTING FROM DEMOLITION WORK. FILE WITH OWNER PRIOR TO STARTING WORK. 12 PREPARATION: CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY INTERIOR AND EXTERIOR SHORING, BRACING, OR SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND ADJACENT FACILITIES TO REMAIN. WORK SHALL BE DONE UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER PROVIDED BY THE CONTRACTOR AT THE PROJECT SITE. CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY OWNER AND BUILDING MANAGEMENT IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AS DIRECTED BY THE CONTRACTORS LICENSED STRUCTURAL ENGINEER TO SAFELY SUPPORT THE STRUCTURE UNTIL A DETERMINATION IS MADE FOR CONTINUING THE WORK AS DIRECTED BY THE CONTRACTOR'S LICENSED STRUCTURAL ENGINEER. TAKE PRECAUTIONS TO SUPPORT STRUCTURE UNTIL DETERMINATION IS MADE FOR CONTINUING OPERATIONS. CONTRACTOR IS SOLELY RESPONSIBLE FOR DEMOLITION MEANS AND METHODS. 13 COVER AND PROTECT: COVER AND PROTECT FURNITURE, EQUIPMENT AND FIXTURES, AND OTHER ITEMS TO REMAIN FROM SOILING OR DAMAGE WHEN DEMOLITION WORK IS PERFORMED IN ROOMS OR AREAS FROM WHICH SUCH ITEMS HAVE BEEN REMOVED. 14 CLEAN UP: AT COMPLETION OF DEMOLITION WORK, THE CONSTRUCTION AREAS SHALL BE LEFT IN SWEPT UP AND CLEAN CONDITION. CARPETED AREAS TO BE LEFT IN A VACUUM CLEAN CONDITION. VINYL FLOORING SHALL BE DAMP MOPPED AT THE END OF EACH WORK DAY. ALL DEBRIS AND MISCELLANEOUS MATERIAL SHALL BE REMOVED AT THE END OF EACH WORK DAY. 15 FREIGHT ELEVATOR: DEBRIS REMOVAL MUST BE PERFORMED USING THE FREIGHT ELEVATOR. CONTACT THE BUILDING MANAGEMENT OFFICE TO OBTAIN SCHEDULE FOR THE USE OF THE FREIGHT ELEVATOR PRIOR TO SUBMITTING BID. ALL DEBRIS REMOVAL SHALL BE PERFORMED IN ACCORDANCE WITH BUILDING MANAGEMENT REQUIREMENTS AND PROCEDURES. 16 EXISTING ELECTRICAL: IN PARTITIONS TO BE REMOVED, REMOVE AND CAP ALL OUTLETS, SWITCHES, WIRES, THERMOSTATS, ETC. TO THEIR SOURCE AS REQUIRED. ALL EXISTING FLOOR MOUNTED OUTLETS, WHERE NOTED TO BE REMOVED OR RELOCATED, SHALL BE CAPPED OFF TO THE NEAREST JUNCTION BOX. FILL AND LEVEL FLOOR TO ACCEPT NEW FLOOR COVERING. 17 PATCHING: CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING AND/OR REPAIRING ANY DAMAGE CAUSED BY CONTRACTOR OR SUBCONTRACTORS TO EXISTING CONSTRUCTION IN ELEVATOR LOBBY, PUBLIC CORRIDORS, RESTROOMS, OR TENANT SPACES. REFINISH TO MATCH EXISTING ADJACENT FINISH, OR AS NOTED HEREIN. 18 PIPES, VENTS, ETC.: REMOVE TO SOURCE ALL PIPES, VENTS, APPLIANCES, OR DRAINS NOT BEING RE-USED. 19 FLOORING: REMOVE ALL EXISTING IRREGULAR MATERIALS WHICH CAUSE RISES AND DEPRESSIONS IN FLOORING SURFACE, SUCH AS FASTENERS, OUTLET CORES, COVER PLATES, RESILIENT FLOOR COVERINGS, CARPET, CARPET PAD, FLASH PATCH, CONCRETE FILL, PLYWOOD, ETC. 20 WALL COVERING: CAREFULLY REMOVE ALL EXISTING WALL COVERING AT EXISTING PARTITIONS AND/OR COLUMNS, AS NOTED. 21 DEMOLITION: DEMOLITION IS NOT NECESSARILY LIMITED TO WHAT IS SHOWN ON DRAWINGS. THE INTENT IS TO INDICATE THE GENERAL SCOPE OF DEMOLITION REQUIRED TO COMPLETE THE WORK HEREIN. IF QUESTIONS ARISE AS TO THE REMOVAL OF ANY MATERIAL IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, CLARIFY THE POINT IN QUESTION WITH THE ARCHITECT BEFORE PROCEEDING. 22 STAIRWAYS: STAIRWAYS MUST REMAIN ACCESSIBLE AT ALL TIMES DURING DEMOLITION. 23 GRAPHICS: REMOVE EXISTING SIGNAGE/GRAPHICS AND STORE FOR RE-USE WHERE APPLICABLE. 24 FIRE AND LIFE SAFETY SYSTEM: MODIFICATIONS ARE A SEPARATE PERMIT. 1 WORK AFTER HOURS: WHEN FLOOR BELOW IS OCCUPIED, PRICE EXTENSIVE FLOOR SLAB PENETRATIONS AND/OR CORING ON AN OVERTIME BASIS. ALL CORE AND/OR FLOOR TRENCHING FOR TELEPHONE/ELECTRICAL CONDUIT SHALL BE PERFORMED AFTER HOURS AS REQUIRED AND COORDINATED WITH BUILDING OWNER FOR APPROVAL. 2 COORDINATION OF THE WORK: SURVEY FIELD CONDITIONS AND VERIFY THAT WORK IS FEASIBLE AS SHOWN. VERIFY LOCATION OF FLOOR OUTLETS AND OTHER OUTLETS IN RELATION TO STRUCTURAL AND OTHER ELEMENTS AS REQUIRED. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE HARDWARE, ETC., SHALL BE INSTALLED AFTER PAINTING AND/OR APPLICATION OF WALLCOVERINGS AND CARPET SPECIFIED. 3 OUTLET LOCATIONS: ARCHITECTURAL DRAWINGS DETERMINE LOCATION AND TYPE (ARCHITECT TO VERIFY WITH ENGINEER) OF ALL OUTLETS AND TAKE PRECEDENCE OVER ALL OTHERS, UNLESS NOTED OTHERWISE. ELECTRICAL ENGINEER'S POWER PLAN SHALL GOVERN THE WIRING LAYOUT AND INSTALLATION IN COMPLIANCE WITH ALL LAWS APPLICABLE AND ENFORCED BY GOVERNING AUTHORITIES. 4 WALL MOUNTED OUTLETS: OUTLETS SHOWN BACK TO BACK ON PARTITION WALLS SHALL BE OFFSET 1'-0" MINIMUM, OR MOUNTED AT DIFFERENT HEIGHTS WHERE INDICATED. 5 FURNITURE LAYOUT: FURNITURE, IF SHOWN, IS FOR REFERENCE ONLY AND IS NOT IN CONTRACT, UNLESS NOTED OTHERWISE. 6 EQUIPMENT COORDINATION: COORDINATE ALL WORK RELATED TO EQUIPMENT WITH MANUFACTURER'S RECOMMENDATIONS, SPECIFICATIONS, AND INSTRUCTIONS. 7 EXISTING FLOOR PENETRATIONS: ALL EXISTING AND NEW FLOOR SLAB PENETRATIONS FOR CONDUIT SHALL BE FULLY PACKED AND SEALED IN ACCORDANCE WITH THE APPLICABLE BUILDING AND FIRE CODES. 8 OUTLET FINISHES: REFER TO FINISH PLAN FOR OUTLET AND SWITCH COVER PLATE FINISH. VERIFY SELECTION AND CHOICE WITH THE ARCHITECT PRIOR TO ORDERING MATERIALS. 9 ELECTRICAL COORDINATION: COORDINATE NEW ELECTRICAL WITH EXISTING, WHERE OCCURS. 10 OUTLET LAYOUT: UPON COMPLETION OF OUTLET LAYOUT, NOTIFY THE ARCHITECT. ARCHITECT SHALL SITE VERIFY ALL OUTLET LOCATIONS PRIOR TO COMMENCEMENT OF CORING OR OUTLET INSTALLATION. 11 UL RATED ASSEMBLIES: FURNISH AND INSTALL UL LABELLED DEVICES THROUGHOUT. 12 MOUNTING HEIGHTS: INSTALL WALL MOUNTED OUTLETS 18 INCHES ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. HEIGHTS SHALL BE DETERMINED FROM FINISHED FLOOR TO THE CENTERLINE OF COVER PLATE, INSTALLED VERTICALLY, GROUNDING POLE AT BOTTOM, UNLESS NOTED OTHERWISE. 13 HORIZONTAL CLEARANCES: MAINTAIN A 4-INCH HORIZONTAL CLEARANCE IN ALL DIRECTIONS, MIN. FROM EDGE OF COVER PLATE, FOR WALL MOUNTED OUTLETS, OR FROM EDGE OF MONUMENT FOR FLOOR MOUNTED OUTLETS, WHEN ADJACENT TO A WALL, COLUMN, OR SIMILAR ELEMENTS, UNLESS NOTED OTHERWISE. 14 DIMENSIONS: INDICATED DIMENSIONS ARE TO THE CENTER OF THE COVER PLATE OR MONUMENT; CLUSTERS OF OUTLETS ARE DIMENSIONED TO THE CENTER OF THE CLUSTER, UNLESS NOTED OTHERWISE. GANG COVER PLATES SHALL BE ONE- PIECE TYPE, UNLESS NOTED OTHERWISE. 15 MILLWORK: OUTLETS INSIDE AND/OR ATTACHED TO CABINETRY SHALL BE FURNISHED AND INSTALLED TO MATCH SIMILAR CONDITIONS SUCH AS WALL, FLOOR, AND THE LIKE. FURNISH AND INSTALL BOX EXTENSION OR OTHER APPROPRIATE DEVICES AS REQUIRED. ADJACENT OUTLETS SHALL NOT BE GREATER THAN 6" O.C. APART, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE ANY ELECTRICAL WORK OR LIGHTING INSTALLATION INTO MILLWORK AS REQUIRED. 16 PANEL BOARDS: CIRCUIT BREAKERS SHALL BE NEATLY TAGGED AND NUMBERED BY CONTRACTOR TO CORRESPOND WITH CIRCUITING OUTLINED ON ENGINEERING DRAWINGS AND CIRCUIT CARD INFORMATION. 17 COVER PLATES: CONTRACTOR TO PROVIDE AND INSTALL COVER PLATES FOR ALL WALL MOUNTED ELECTRICAL AND COMMUNICATIONS OUTLETS. 18 DATA AND RECEPTACLES: ALL WALL MOUNTED DATA AND VOICE RECEPTACLES TO HAVE 3/4" CONDUIT STUB UP AND TERMINATED 6" ABOVE HUNG CEILING. 19 PULL STRINGS: CONTRACTOR TO PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT. 20 TRENCHING: WHERE FLOOR OUTLETS ARE SHOWN AT SLAB ON GRADE LOCATIONS, SAW CUT AND DEMO EXISTING SLAB AS REQUIRED FOR NEW WORK. EXPOSE EXISTING SLAB REINFORCING 1'-0" MIN. BACK FROM EA. SAW CUT. PROVIDE NEW SLAB REINFORCING TO MATCH EXISTING. REPAIR AND TAPE JOINTS AT VAPOR BARRIER WHERE ENCOUNTERED. PROVIDE CRUSHED AGGREGATE TO MATCH EXISTING. PROVIDE 3,000 PSI CONCRETE. FINISH TO MATCH EXISTING PER APPLICABLE ACI CRITERIA. 1 FINISHES: NO PAINTING OR INTERIOR FINISHING SHALL BE DONE UNDER CONDITIONS WHICH WILL JEOPARDIZE THE QUALITY OR APPEARANCE OF SUCH WORK. ALL WORKMANSHIP WHICH IS JUDGED LESS THAN FIRST QUALITY BY THE ARCHITECT WILL BE REJECTED. 2 COLOR SELECTION: ALL COLORS ARE TO BE SELECTED BY THE ARCHITECT, UNLESS NOTED OTHERWISE. 3 FINISH PREPARATION: ALL SURFACES SHALL BE PREPARED TO RECEIVE THE SCHEDULED FINISH PER MANUFACTURERS' RECOMMENDATIONS. ALL GYPSUM BOARD PARTITIONS SHALL BE TAPED AND SANDED SMOOTH. PAINT GRADE WOODWORK SHALL BE HAND SANDED BETWEEN COATS AND DUSTED CLEAN. ALL HOLES, PITCH POCKETS, OR SAPPY PORTIONS SHALL BE SCRAPED AND SEALED WITH KNOT SEALER. NAIL HOLES, CRACKS, OR DEFECTS SHALL BE PUTTIED AFTER FIRST COAT, WITH PUTTY MATCHING COLOR OF STAIN OR PAINT FINISH. REMOVE OIL OR GREASE WITH MINERAL SPIRITS. REFER TO GYPSUM ASSOCIATION GA-216 APPLICATION AND FINISHING OF GYPSUM PANEL PRODUCTS. ALL CRACKS, HOLES, IMPERFECTIONS IN EXISTING WALLS, PARTITIONS, OR GYPSUM WALLBOARD SHALL BE FILLED WITH PATCHING PLASTER AND SMOOTHED OFF TO MATCH ADJOINING SURFACES. INTERIOR GYPSUM WALLBOARD SURFACES SHALL BE WIPED WITH A DAMP CLOTH JUST PRIOR TO APPLICATION OF THE FIRST COAT, IN ORDER TO LAY FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING PROCESS. 4 WORK AREA CLEAN UP: UPON COMPLETION, REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED, OR SPLATTERED ON EXPOSED SURFACES. 5 STAINING VENEER: ALL VENEER STAINS SHALL HAVE UNIFORM COLOR. 6 TOUCH UP: EXAMINE ALL FINISH SURFACES AFTER COMPLETION OF WORK, INCLUDING WOOD FLOORING AND MILLWORK INSTALLATION, AND PROCEED WITH "TOUCH-UP" AS REQUIRED. 7 FINISH APPROVAL: PROVIDE ARCHITECT WITH A MINIMUM OF (3) 8" X 10" BRUSH-OUTS OF EACH PAINT COLOR AND FINISH FOR ARCHITECT'S APPROVAL AT LEAST 2 WEEKS PRIOR TO SITE APPLICATION. ON-SITE APPLICATION WILL BE REQUIRED ONE WEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES THE RIGHT TO ADJUST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MADE. PRIOR TO SITE APPLICATION, PROVIDE ARCHITECT WITH 8" X 10" SAMPLE CUTTINGS FROM ACTUAL DYE LOTS OF ALL SPECIFIED WALLCOVERINGS AND OTHER FABRICS FOR ARCHITECT'S APPROVAL AND PROVIDE EXPECTED DELIVERY DATE TO JOB SITE. 8 SOFFITS: UNDERSIDE OF SOFFITS (WHERE OCCURS) TO RECEIVE A FINISH TO MATCH ADJACENT VERTICAL FINISH, UNLESS NOTED OTHERWISE. 9 DELIVERY LEAD TIME: CONTRACTOR SHALL BE RESPONSIBLE FOR ALLOWING FOR DELIVERY LEAD TIMES FOR ALL FABRICS AND OTHER CUSTOM FINISHES WITHIN THE CONSTRUCTION SCHEDULE. ALL DELIVERY TIMES MUST BE CONFIRMED, AND ANY EXCESSIVE LEAD TIME MUST BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY FOR RE-SPECIFICATION IF NECESSARY. 10 FINISHES: SEE FINISH PLAN, ELEVATIONS, AND DETAILS FOR CLARIFICATION OF EXTENT OF FINISH MATERIALS. 11 JOINTS: STAINED AND PAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS ARE NOT VISIBLE WHEN VIEWED FROM ANY REASONABLE ANGLE. 12 FLOOR FINISHES: ALL INTERSECTIONS OF FLOOR FINISH MATERIALS SHALL BE LOCATED DIRECTLY UNDER CENTER OF DOOR, WHERE OCCURS, UNLESS NOTED OTHERWISE. 13 CABINETRY: ALL OPEN CABINETRY SHALL BE PLASTIC LAMINATE ON ALL EXPOSED SURFACES, UNLESS NOTED OTHERWISE. APPLY WHITE MELAMINE TO INTERIOR OF CABINETRY WITH DOORS AND DRAWERS, UNLESS NOTED OTHERWISE. 14 CARPET SEAMING PLAN: (IF APPLICABLE) SUBMIT CARPET SEAMING PLAN TO ARCHITECT PRIOR TO ORDERING AND AT LEAST (4) WEEKS PRIOR TO INSTALLATION FOR ARCHITECT'S REVIEW AND APPROVAL. 15 EXISTING FINISHES: EXISTING FINISHES IN BUILDING SERVICE/CORE AREA TO REMAIN, UNLESS NOTED OTHERWISE. 1 BLOCKING: ALL BLOCKING REQUIRED SHALL BE SCRIBED TO WALL OR CEILING, CONTRACTOR TO CHECK JOB PROGRESS AND COORDINATE WITH OTHER TRADES INVOLVED. CONTRACTOR IS RESPONSIBLE FOR ALL BLOCKING REQUIRED. 2 SHOP DRAWINGS: THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT FOR REVIEW. 3 FIELD VERIFICATION: PRIOR TO THE START OF FABRICATION, THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND SHALL BE RESPONSIBLE FOR SAME. 4 JOINERY: WHERE MEMBERS ARE MITERED OR BUTTED, THEY SHALL BE JOINED AND SECURED IN A MANNER TO INSURE AGAINST THE JOINT OPENING. 5 FABRICATION: ALL OF THE WORK SHALL BE FABRICATED, ASSEMBLED, FINISHED, AND ERECTED TO AMERICAN WOODWORKING STANDARDS (AWS) CUSTOM GRADE, UNLESS NOTED OTHERWISE. SURFACES SHALL BE TRUE, STRAIGHT, AND FREE FROM ALL MACHINE AND TOOLS MARKINGS, BRUISES, INDENTATIONS, CHIPS, OR ABRASIONS. 6 ACCESS/DELIVERY: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE EXAMINED THE JOB SITE IN CONJUNCTION WITH THE PROJECT DOCUMENTS SO AS TO BE SATISFIED AS TO THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED, INCLUDING SUCH MATTERS AS UNLOADING FACILITIES, LOCATIONS AND SIZES OF ELEVATORS, EQUIPMENT, OR FACILITIES NEEDED PRELIMINARY TO AND DURING THE WORK, AND OTHER CONDITIONS WHICH MAY AFFECT THE WORK. 7 PROTECTION: THE CONTRACTOR SHALL MAINTAIN REASONABLE PROTECTION TO SAFEGUARD HIS WORK FROM DAMAGE AND TO PROTECT BUILDING OWNER'S PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH ALL PROJECT WORK. 8 WARRANTY: THE CONTRACTOR WARRANTS TO THE OWNER THAT MATERIALS AND EQUIPMENT FURNISHED UNDER THE CONTRACT WILL BE OF GOOD QUALITY AND NEW UNLESS THE CONTRACT DOCUMENTS REQUIRE OR PERMIT OTHERWISE. THE CONTRACT FURTHER WARRANTS THAT THE WORK WILL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AND WILL BE FREE FROM DEFECTS, EXCEPT FOR THOSE INHERENT IN THE QUALITY OF THE WORK THE CONTRACT DOCUMENTS REQUIRE OR PERMIT. WORK, MATERIALS, OR EQUIPMENT NOT CONFORMING TO THESE REQUIREMENTS MAY BE CONSIDERED DEFECTIVE. THE CONTRACTORS WARRANTY EXCLUDES REMEDY FOR DAMAGE OR DEFECT CAUSED BY ABUSE, ALTERATIONS TO THE WORK NOT EXECUTED BY THE CONTRACTOR, IMPROPER OR INSUFFICIENT MAINTENANCE, IMPROPER OPERATION, OR NORMAL WEAR AND TEAR AND NORMAL USAGE. IF REQUIRED BY THE ARCHITECT, THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. 9 FILE STORAGE: THE CONTRACTOR SHALL SHIM AND LEVEL MILLWORK/COUNTERTOPS/WORKSURFACES ABOVE FILE STORAGE UNIT(S) AFTER FILE STORAGE UNIT(S) ARE INSTALLED BY OTHERS. FILE STORAGE UNITS SHALL BE SHIMMED AND SECURED TO MILLWORK/COUNTERTOP/WORKSURFACE AFTER FILE STORAGE UNIT(S) ARE SET IN PLACE. CONTRACTOR TO LEVEL FLOOR UNDER FILE STORAGE UNIT(S) IN ALL AREAS WHERE FILE STORAGE UNITS ARE GANGED OR INSTALLED BELOW FIXED MILLWORK CABINETRY; PLASTIC LAMINATE SHIMS AS REQUIRED AT FILE STORAGE AREA. 10 FINISH: ALL MILLWORK SHALL RECEIVE FINAL FINISH AT THE SHOP OR FACTORY PRIOR TO DELIVERY. CONTRACTOR SHALL PROTECT ALL FINISHED AND INSTALLED MILLWORK FROM DAMAGE BY OTHER TRADES. DAMAGED OR DEFECTIVE MILLWORK SHALL BE REPLACED BY THE CONTRACTOR AT HIS EXPENSE. 11 COORDINATION: MILLWORK CONTRACTOR TO COORDINATE LOCATION OF ELECTRICAL, TELEPHONE, AND COMMUNICATIONS OUTLETS AND INSTALL GROMMETS IN COUNTERTOP SURFACES AS REQUIRED TO CONCEAL CABLES. 12 SHELVING: NO UNBRACED LENGTH OF SHELVING AND OR COUNTERWORK SHALL EXCEED 3'-0" WITHOUT ADDITIONAL SUPPORTS AND OR BLOCKING. ALL END CONDITIONS SHALL BE PROPERLY BLOCKED AND OR SUPPORTED. 13 OVERHEAD CABINETS: ALL BLOCKING, BACKING AND WOOD CLEATS FOR OVERHEAD CABINETS TO BE SCREWED AND SECURED TO FULL HEIGHT OR BRACED CEILING HEIGHT METAL STUDS AND WOOD GROUNDS. 1 SHOP DRAWINGS: SHOP DRAWINGS OF DUCTWORK AND REGISTERS, INCLUDING ACCESS PANELS IF REQUIRED, SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AND ACTION PRIOR TO PROCEEDING WITH FABRICATION AND/OR INSTALLATION OR RELOCATION. 2 AIR BALANCING: AIR CONDITIONING SYSTEM THROUGHOUT ENTIRE SPACE IS TO BE PROPERLY BALANCED AFTER MOVE IN. AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR WHO SHALL CERTIFY THAT THE REPORT IS ACCURATE. SUBMIT 2 COPIES TO BUILDING OWNER. 3 HEAT PRODUCING EQUIPMENT: HVAC CONTRACTOR TO REFER TO REFLECTED CEILING AND FURNITURE DRAWINGS FOR OCCUPANCY FIGURES AND HEAT PRODUCING EQUIPMENT. 4 CEILING DIFFUSERS: INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS REQUIRED FOR PROPER ASSEMBLY. CEILING DIFFUSERS TO BE RELOCATED TO MAINTAIN NEW FIXTURE PATTERNS AS REQUIRED. 5 SHUT-OFF VALVES: ALL PERIPHERAL SHUT-OFF VALVES SHALL BE ACCESSIBLE AT ALL TIMES. 6 SUBMITTALS: THE CONTRACTOR SHALL SUBMIT CUTS OF ALL FIXTURES, FITTINGS, AND ACCESSORIES TO ARCHITECT FOR APPROVAL. 7 COORDINATION: THE CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH MANUFACTURER'S SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH ALL OTHER TRADES. 8 INSTALLATION: THE CONTRACTOR SHALL PLAN INSTALLATION OF NEW PLUMBING WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE WITH REGULAR OPERATIONS OF EXISTING FACILITIES. SUBMIT TO THE BUILDING MANAGER A DATE SCHEDULE FOR APPROVAL OF NECESSARY TEMPORARY SHUTDOWNS OF EXISTING SERVICES. ALL SHUTDOWNS SHALL BE MADE AT SUCH TIME AS WILL NOT INTERFERE WITH REGULAR OPERATIONS OF EXISTING FACILITIES AND ONLY AFTER WRITTEN APPROVAL OF THE BUILDING OWNER. 9 PENETRATIONS: SLEEVES ARE TO BE PROVIDED AS REQUIRED FOR EACH PIPE PASSING THROUGH WALLS, PARTITIONS, FLOORS, AND SLABS. ALL PENETRATIONS OF RATED ASSEMBLIES SHALL BE FIRE STOPPED PER CODE. 10 TESTING: BEFORE BEING COVERED UP OR BUILT-IN, ALL PIPING SHALL BE TESTED AS REQUIRED BY THE AUTHORITY(IES) HAVING JURISDICTION. 11 ACCESS TO FIRE AND SMOKE DAMPERS, LARGE ENOUGH TO PERMIT INSPECTION AND MAINTENANCE OF THE DAMPER AND ITS OPERATING PARTS, SHALL BE PROVIDED. THE ACCESS SHALL NOT AFFECT THE INTEGRITY, NOR REDUCE THE FIRE-RESISTANCE RATING OF THE FIRE-RESISTANCE-RATED ASSEMBLIES. ACCESS POINTS SHALL BE PERMANENTLY IDENTIFIED ON THE EXTERIOR BY A LABEL HAVING LETTERS NOT LESS THAN 0.5" IN HEIGHT READING: FIRE/SMOKE DAMPER, SMOKE DAMPER OR FIRE DAMPER. ACCESS DOORS IN DUCTS SHALL BE TIGHT FITTING AND SUITABLE FOR THE REQUIRED DUCT CONSTRUCTION. 1 LAYOUT: SEE DESIGN BUILD ENGINEERING DRAWINGS FOR LOCATION OF RISERS, MAINS, HEADS, BRANCH PIPING, ETC., AND ALL WORK REQUIRED TO COMPLETE THIS PROJECT. SUBMIT PLANS TO OWNER AND OBTAIN THEIR REVIEW PRIOR TO COMMENCEMENT OF ANY SPRINKLER WORK. PROVIDE ACCESS PANELS WHERE REQUIRED, COORDINATE LOCATIONS WITH ARCHITECT PRIOR TO START OF WORK. 2 FIRE WATCH: CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FIRE WATCH AND ALL PROTECTIVE MEASURES REQUIRED BY OWNER WHEN SYSTEM IS MADE INACTIVE TO ACCOMMODATE SPRINKLER WORK. 3 TESTS AND INSPECTIONS: CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL TESTS AND INSPECTIONS OF COMPLETED WORK REQUIRED BY THE OWNER PRIOR TO OCCUPANCY OF SPACE. G.C. SHALL PROPERLY TEST AND INSPECT EXISTING SPRINKLER SYSTEM PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY BUILDING OWNER AND ARCHITECT IMMEDIATELY IF REPAIR WORK OF EXISTING SPRINKLER SYSTEM IS REQUIRED. 4 TEMPORARY DISCONNECT: CONTRACTOR SHALL COORDINATE ARRANGEMENTS FOR TEMPORARY DISCONNECT AND RECONNECT OF FIRE SYSTEMS WITH OWNER. 5 PERMITS AND APPROVALS: CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS AND APPROVALS REQUIRED BY BUILDING INSPECTORS AND FIRE MARSHAL IN CONJUNCTION WITH CHANGES TO EXISTING SPRINKLER SYSTEM. 6 LOCATIONS: ALL SPRINKLER HEADS (BUILDING STANDARD TYPE) SHALL BE INSTALLED IN THE CENTER OF CEILING TILES. ANY DEVIATION TO THIS NOTE MUST BE REVIEWED WITH BUILDING OWNER PRIOR TO PROCEEDING WITH WORK. PROVIDE CONCEALED HEADS AT ALL GYP. BD. CEILINGS. CENTER HEADS WITH ADJACENT DEVICES AT GYPSUM BOARD CEILING IN PUBLIC AREAS SUCH AS LOBBIES, RECEPTIONS, AND CONFERENCE ROOMS. THESE DEVICES INCLUDE BUT NOT LIMITED TO SPEAKERS, EXIT SIGNS, SMOKE DETECTORS, MOTION SENSORS, AND ACCESS PANELS. 1 COORDINATION: COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEM, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS. SEE REFLECTED CEILING PLANS FOR FINISHED CEILING HEIGHTS. VERIFY IN FIELD. 2 PERIMETER CEILING ANGLES: PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO VERTICAL SURFACES, FREE FROM CURVES, BREAKS, OR OTHER IRREGULARITIES, AND PAINTED TO MATCH CEILING FINISH. 3 FIXTURE TRIM: FURNISH AND INSTALL ALL FIXTURES, ASSOCIATED TRIM, FIXTURE LAMPS, AND SEISMIC BRACING AS REQUIRED. 4 FIXTURE LOCATIONS: LIGHT FIXTURES, EXIT SIGNS, SPRINKLERS, AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, UNLESS NOTED OTHERWISE. 5 CEILING ACCESS: PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE, AND MATCH ADJACENT CEILING FINISH, UNLESS NOTED OTHERWISE. 6 SOFFITS AND CEILING HEIGHTS DIMENSIONS: ALL SOFFITS AND CEILING HEIGHTS ARE DIMENSIONED FROM TOP OF FINISHED FLOOR TO BOTTOM OF FINISHED GYPSUM BOARD OR CEILING TILE AND SHALL ALLOW FOR THICKNESS OF ALL FLOOR FINISHES. 7 COORDINATION: THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT TYPES, LIGHT FIXTURES, SWITCH LOCATIONS, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWING (LIGHTING PLAN) FOR CIRCUITING, WIRING LAYOUT, AND ADDITIONAL INFORMATION. 8 DISCREPANCIES: IN THE EVENT OF DISCREPANCIES BETWEEN THE ARCHITECT'S REFLECTED CEILING PLAN AND THE ENGINEER'S LIGHTING PLAN, IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 9 PLENUM: ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE-CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND LIGHTING DRAWINGS. 10 CONFLICT: NOTIFY ARCHITECT OF ANY CONFLICTS OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, STRUCTURES, HVAC, AND/OR EXISTING CONDUIT, PRIOR TO FRAMING FOR LIGHTS. ANY DISCREPANCIES BETWEEN ARCHITECTS CEILING GRID LOCATION AND ACTUAL FIELD CONDITIONS ARE TO BE CLARIFIED WITH THE ARCHITECT PRIOR TO FRAMING. VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS, AND ANY AND ALL OTHER APPLICABLE ITEMS; INSTALL APPLICABLE NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED AND APPURTENANT ITEMS SO AS TO NOT CONFLICT WITH LUMINAIRES AND ANY AND ALL FIELD CONDITIONS. 11 FIXTURE LAYOUT: SUBMIT GRILLE, SPRINKLER, THERMOSTAT, AND OTHER FIXTURE AND ELEMENT LAYOUTS TO THE ARCHITECT FOR REVIEW AT LEAST 2 WEEKS PRIOR TO INSTALLATION. 12 UL RATED ASSEMBLIES: FURNISH AND INSTALL UL LABELED DEVICES AND/OR ASSEMBLIES THROUGHOUT. 13 LIGHTING FIXTURES: INSTALL LIGHT FIXTURES WITH PROTECTIVE FILM OR SIMILAR COVER OVER LOUVER, LENS, BAFFLE, AND THE LIKE, TO AVOID FIXTURE SOILING OR DAMAGE; FIXTURES SHALL BE MAINTAINED CLEAN AND AS NEW; LAMPS SHALL BE NEW AT PROJECT COMPLETION. 14 LIFE SAFETY DEVICES: REFER TO ENGINEERING DRAWINGS FOR ALL LIFE SAFETY DEVICES REQUIRED BY CODE AND ALL EMERGENCY LIGHT FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN LOCATION OF THESE DEVICES. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 1 EXISTING ACCESSIBILITY STATEMENT 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED C/C CAB CAP CTV CEM CER CF CFL CFT CHR CHAM CHS CIR CJ CL CLG CLKG CLR CLR OPG CMU CND CNTR COATG COEF COILG COL COM COMB COMP COMPT CON CONC COND CONN CONST CONT CONTR CONV COR CORR COV CPR CPT CR CRS CSG CSTG CT CTD CTR CTSK CU. FT. CU. YD. CUR CV CW CWP CWR CWS CY CYL CENTER TO CENTER CABINET CAPACITY CLOSED CIRCUIT TV CEMENT, CEMENTITIOUS CERAMIC CUBIC FEET COUNTERFLASHING CUBIC FOOT CHILLED WATER RETURN CHAMFER CHILLED WATER SUPPLY CIRCLE CONTROL JOINT CENTERLINE CEILING CAULKING CLEAR CLEAR OPENING CONCRETE MASONRY UNIT CONDITION CENTER or COUNTER COATING COEFFICIENT COILING COLUMN COMMON COMBINATION COMPRESSED COMPARTMENT CONSTRUCTION CONCRETE CONDENSER or CONDUIT CONNECTION CONSTRUCTION CONTINUOUS CONTROL CONTRACTOR CONVECTOR CORNER or CORRIDOR CORRIDOR or CORRUGATE COVER COPPER CARPET CARD READER COURSE or COLD ROLLED STEEL CASING CASTING CERAMIC TILE or CORK TILE COATED CENTER or COUNTER COUNTERSUNK CUBIC FEET CUBIC YARD CURRENT CHECK VALVE COLD WATER CIRCULATING WATER PUMP CONDENSATE WASTE RETURN CONDENSATE WASTE SUPPLY CUBIC YARD or CYCLE CYLINDER F FA FAB FAR FAST FC FD FDC FDTN FE FEC FF&E FGR FHC FH FIN FIXT FL FLASH FLDG FLEX FLG FLR FLUOR FM FO FOC FOF FOS FP FPM FPRF FR FRM FRPF FS FSCW FT FTG FURN FURR FUT FVC FWC FXD FXTR DEGREES FAHRENHEIT FIRE ALARM or FRESH AIR FABRICATE, FABRICATION FLOOR AREA RATIO FASTENER or FASTEN FOOT CANDLE FLOOR DRAIN or FIRE DEPARTMENT FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIXTURES, FURNISHINGS & EQUIPMENT FIBERGLASS REINFORCED FIRE HOSE CABINET FIRE HYDRANT FINISH, FINISHED FIXTURE FLOOR or FIRE LINE FLASHING FOLDING FLEXIBLE FLOORING FLOOR FLUORESCENT FACTORY MUTUAL COMPANY FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FIREPROOF FEET PER MINUTE FIREPROOF FIRE RATING FRAME FIREPROOF FLOOR SINK FLUSH SOLID CORE WOOD FOOT FITTING FURNITURE FURRING FUTURE FIRE VALVE CABINET FABRIC WALL COVERING FIXED FIXTURE HB HC HD HDCP HDN HDR HDWD HDWE HEX HGR HGT HID HM HORIZ HP HR HS HT HTG HTR HTW HVAC HOSE BIB HOLLOW CORE HEAD, HEADER HEAVY DUTY HANDICAPPED (BETTER CALLED "ACCESSIBLE") HARDEN HEADER HARDWOOD HARDWARE HEXAGONAL HANGER HEIGHT HIGH INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEAT STRENGTHENED HEIGHT HEATING HEATER HIGH TEMPERATURE WATER HEATING, VENTILATING & AIR CONDITIONING LANDSCAPE ARCHITECT LABORATORY, LABOR LADDER LAMINATE, LAMINATED LATERAL LAVATORY POUND (WEIGHT) LABEL LUMBER LIQUID CRYSTAL DIODE LEADER DRAIN LEFT HAND LIBRARY LINEAR LINOLEUM LIQUID LA LAB LAD LAM LAT LAV LB LBL LBR LCD LD LH LIB LIN LINO LIQ M MACH MAINT MAN MAR MARB MAS MATL MAX MD ME MECH MED MEMB MET MEZZ MFD MFG MH MHO MIN MIR MISC MK MLDG MLWK MM MMB MO MOD MOIST MONO MOT MOV MP MR MRD MTD MTL MTR MULL MWK METER MACHINE MAINTENANCE MANUAL MARBLE MARBLE MASONRY MATERIAL MAXIMUM MEDIUM MECHANICAL ENGINEER MECHANICAL MEDIUM MEMBRANE METAL MEZZANINE MANUFACTURED MANUFACTURER MANHOLE MAGNETIC HOLD OPEN MINIMUM MIRROR MISCELLANEOUS MARK MOLDING MILLWORK MILLIMETER MEMBRANE MASONRY OPENING MODULE MOISTURE MONOLITHIC MOTOR(IZED) MOVABLE METAL ACOUSTAL PANEL MOP RECEPTOR METAL ROOF DECK MOUNTED METAL MOTOR MULLION MILLWORK S4S SALV SAN SC SCHED SCR SCR SCUP SCWD SE SECT SECUR SECY SED SEL SERV SEV SF SFGL SGG SGL SGS SHORG SHT SHTHG SHWR SIM SURFACED 4 SIDES SALVAGE SANITARY SOLID CORE SCHEDULE SCREEN SCRIBE SCUPPER SOLID CORE WOOD STRUCTURAL ENGINEER SECTION SECURITY SECRETARY SEWAGE EJECTOR DISCHARGE SELECT SERVICE SEWAGE EJECTOR VENT SQUARE FOOT SAFETY GLASS STRUCTURAL GLAZING GASKET SINGLE SILICONE GLAZING SEALANT SHORING SHEET SHEATHING SHOWER SIMILAR W/ W/O WB WC WD WDW WF WH WLD WM WP WPT WR WRSTP WT WTRPRF WWF WITH WITHOUT WOOD BASE WATERCLOSET WOOD WINDOW WIDE FLANGE (STRUCTURAL STEEL) WATER HEATER WELD WIRE MESH WATERPROOFING WORKING POINT WATER RESISTANT or WATER REPELLANT WEATHERSTRIPPING WEIGHT WATERPROOFING WELDED WIRE FABRIC ABV ACCES ACI ADDL ADJ AFF ALT ALUM AMT ANCH ANOD ANNUNC ANT APPL APPROX APRVD ARCH ASPH ASSOC ASSY AUTH AUTO AVG ABOVE ACCESSORY AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT ABOVE FINISH FLOOR ALTERNATE, ALTERATION or ALTITUDE ALUMINUM AMOUNT ANCHOR, ANCHORAGE ANODIZED ANNUNCIATOR ANTENNA APPLIANCE APPROXIMATE APPROVED ARCHITECT, ARCHITECTURAL ASPHALT ASSOCIATION, ASSOCIATE ASSEMBLY AUTHORIZED AUTOMATIC AVERAGE B TO B B/ BD BETW BEV BLDG BLK BLKG BLW BM BOL BOT BRDG BRDLM BRG BRKT BRZ BU BUR BW BACK TO BACK BOTTOM (OF) BOARD or BUILDING DEPARTMENT BETWEEN BEVEL BUILDING BLOCK BLOCKING BELOW BEAM or BENCH MARK BOLLARD BOTTOM BRIDGE, BRIDGING BROADLOOM BEARING BRACKET BRONZE BUILT-UP BUILT-UP ROOF BOTH WAYS GA GAL GALV GC GD GEN GENL GFRC GFRG GFRP GKT GL GL BLK GLZ GND GOVT GPH GPM GPS GR GRAN GRND GRTG GT GV GYP GYP-BD GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GUTTER DRAIN GENERATOR GENERAL GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTER GASKET GLASS GLASS BLOCK GLAZE GROUND GOVERNMENT GALLONS PER HOUR GALLONS PER MINUTE GALLONS PER SECOND GRADE GRANITE GROUND GRATING GROUT GALVANIZED GYPSUM GYPSUM BOARD ID IN INCAND INCR INFIL INFO INSP INSTRUM INSUL INT INTERM INTLK IW INSIDE DIAMETER INCH INCANDESCENT INCREASE INFILTRATION INFORMATION INSPECT INSTRUMENT INSULATION INTERIOR or INTERNAL INTERMEDIATE INTERLOCK, INTERLOCKING INDIRECT WASTE JAN J-BOX JC JCT JST JT JANITOR JUNCTION BOX JANITOR'S CLOSET JUNCTION JOIST JOINT KG KIP KIT KM KO KPL KVA KW KWH KILOGRAM KILOPOUND (1000 POUNDS) KITCHEN KILOMETER KNOCKOUT KICKPLATE KILOVOLT-AMPERE KILOWATT KILOWATT HOUR LIVE LOAD LENGTH LANDING LINTEL LOCATE LOCATIONS LOW POINT LIGHT LIGHTWEIGHT LIGHTING LOW VOLTAGE LEVELING LOUVER LIGHT WEIGHT CONCRETE LL LN LNDG LNTL LOC LOCS LP LT LT WT LTG LV LVLG LVR LWC NAT NEUT NIC NMT NO NOM NR NRC NS NTS NATURAL NEUTRAL NOT IN CONTRACT NON-METALLIC NUMBER NOMINAL NOISE REDUCTION NOISE REDUCTION COEFFICIENT NEAR SIDE NOT TO SCALE P SL P. LAM PA PB PBD PCF PCPL PD PED PEDTR PERF PERIM PERP PKG PKWY PL PLAM PLAS PLBG PLF PLMBG PLSTIC PLTF PLYWD PNEU PNL PNT POL POLYST PORT POT W PR PRCST PRE PREFAB PREFIN PRESS PRI PRTN PSF PSI PT PTC PTD PTN PVC PVF PVG PVMT PVT PWR PIPE SLEEVE PLASTIC LAMINATE PUBLIC ADDRESS PULL BOX PARTICLE BOARD POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER PLAZA DRAIN PEDESTAL or PEDESTRIAN PEDESTRIAN PERFORATE PERIMETER PERPENDICULAR PARKING PARKWAY PLATE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAL FOOT PLUMBING PLASTIC PLATFORM PLYWOOD PNEUMATIC PANEL PAINT POLISH, POLISHED POLYSTYRENE PORTABLE POTABLE WATER PAIR PRECAST PREFINISHED PREFABRICATED PREFINISHED PRESSURE PRIMARY PARTITION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POST-TENSIONED CONCRETE PAINTED PARTITION POLYVINYL CHLORIDE POLYVINYLIDENE FINISH PAVING PAVEMENT PRIVATE POWER QT QTR QTY QUAL QUARRY TILE QUARTER QUANTITY QUALITY RA RAD RADN RB RBT RCP RD RDR REBAR REC RECEP RECES RED REF REFL REFR REG REINF REM REQ REQD RESIL RESIS RET REV REV DR RF RFG RGH RGTR RH RM RMV RO ROW RPT RR RETURN AIR RADIUS RADIAN RUBBER BASE RABBET REFLECTED CEILING PLAN ROOF DRAIN READER REINFORCING BAR RECEIVER RECEPTACLE RECESSED REDUCER REFRIGERATOR REFLECTED REFRIGERATOR REGULAR REINFORCEMENT REMOVE REQUIRE REQUIRED RESILIENT RESIST or RESISTANT or RESISTIVE RETURN or RETAINING REVERSE or REVISE or REVISION REVOLVING DOOR ROOF ROOFING ROUGH REGISTER RIGHT HAND ROOM REMOVE ROUGH OPENING RIGHT OF WAY REPEAT (LIKE "DITTO") RAILROAD T&G T/ TAN TC TD TEL TEMP TERR THK THRESH THRU TKBD TLT TOC TOL TOS TOW TP TPTN TRAF TRANS TRAV TRD TRTD TSL TST TSTAT TV TYP TONGUE & GROOVE TOP TANGENT TOP OF CURB TRENCH DRAIN TELEPHONE TEMPORARY TERRAZZO THICK THRESHOLD THROUGH TACKBOARD TOILET TOP OF CONCRETE TOLERANCE TOP OF SLAB TOP OF WALL TOP OF PAVEMENT TOILET PARTITION TRAFFIC TRANSPARENT TRAVERTINE TREAD TREATED TOP OF SLAB TOP OF STEEL THERMOSTAT TELEVISION TYPICAL UL UNDRLAY UNO USS UTL, UTIL UNDERWRITERS' LABORATORIES UNDERLAYMENT UNLESS NOTED OTHERWISE UNITED STATES STANDARD UTILITY VAC VAR VB VBC VBS VCT VEH VENT VERT VEST VIF VIT VLT VOL VP VR VS VWC VACUUM VARIES VAPOR BARRIER VINYL BASE (COVED) VINYL BASE (STRAIGHT) VINYL COMPOSITION TILE VEHICLE VENTILATE VERTICAL VESTIBULE VERIFY IN FIELD VITREOUS VAULT VOLUME VENT PIPE VAPOR RETARDER VENT STACK VINYL WALL COVERING XH X HVY X STR EXTRA HEAVY EXTRA HEAVY EXTRA STRONG YD YR YARD YEAR DB DBL DC DD DEG DEMO DEPT DES DET DF DIAG DIA DIFF DIM DISP DIV DMT DN DO DPR DR DRN DSCON DSP DTL DWG DWGS DWR DS DSP DECIBEL DOUBLE DIRECT CURRENT DECK DRAIN DEGREE DEMOLITION DEPARTMENT DESIGN(ED) DETAIL DRINKING FOUNTAIN DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DEMOUNTABLE DOWN DOOR OPENING DAMPER DOOR DRAIN DISCONNECT DRY STANDPIPE DETAIL DRAWING DRAWINGS DRAWER DOWNSPOUT DRY STANDPIPE EACH ECCENTRIC EMERGENCY DRAIN EXPANSION JOINT EJECTOR ELEVATION or ELEVATOR ELASTOMERIC ELECTRICAL ELEVATOR or ELEVATION EMERGENCY LIGHTING PANEL EMERGENCY ENAMEL ENCLOSURE ENGINEER ENTRANCE EDGE OF SLAB ETHYLENE PROPYLENE DIENE MONOMER EQUAL EQUIPMENT ESCALATOR ESTIMATE EVAPORATOR ELECTRIC WATER HEATER EXISTING EXCAVATE EXECUTIVE EXISTING EXHAUST EXHAUST AIR EXISTING EXPANSION or EXPOSED EXPANSION JOINT EXPANSION EXPOSE(D) EXTERIOR EXTRUDE EA ECC ED EJ EJECT EL ELAST ELEC ELEV ELP EMER ENAM ENCL ENG ENT EOS EPDM EQ EQUIP ESC EST EVAP EWH EX EXCAV EXEC EXG EXH EXH AIR EXIST EXP EXP JT EXPN EXPS EXT EXTR HVY HW HWC HWD HWH HWR HWS HWY HYD HYDRO HEAVY HOT WATER or HEAVY WALL HOT WATER CIRCULATING HEAVY WALL CONDUIT HARDWOOD HOT WATER HEATER HOT WATER RECIRCULATING RETURN HOT WATER SUPPLY HIGHWAY HYDRAULIC HYDROSTATIC O, O/ O TO O OA OC OD OF OFF OH OHD OPNG OPP OPP H OPR ORN ORNA OSD OUT OVFL OZ OVER OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OFFICE OVERHEAD OVERHEAD DOOR OPENING OPPOSITE OPPOSITE HAND OPERABLE ORNAMENTAL ORNAMENTAL OPEN SIGHT DRAIN OUTLET OVERFLOW OUNCE O, O/ O TO O OA OC OD OF OFF OH OHD OPNG OPP OPP H OPR ORN ORNA OSD OUT OVFL OZ OVER OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OFFICE OVERHEAD OVERHEAD DOOR OPENING OPPOSITE OPPOSITE HAND OPERABLE ORNAMENTAL ORNAMENTAL OPEN SIGHT DRAIN OUTLET OVERFLOW OUNCE SK SLOT SLV SNT SP SPEC SPECS SPK SPL SPLR SQ SS SSD SSGS STC STD STG STGG STGR STIFF STL STM STOR STR STRUC STRUCT STW SUPP SUR SURF SUSP SUSP SW SY SYM SYN SYS SINK SLOTTED SLEEVE SEALANT SOIL PIPE SPECIFICATION SPECIFICATIONS SPEAKER SPECIAL SPRINKLER SQUARE STAINLESS STEEL SUB-SOIL DRAIN SILICONE STRUCTURAL GLAZING SEALANT SOUND TRANSMISSION CLASS STANDARD SEATING STRUCTURAL GLAZING GASKET STAGGER STIFFENER STEEL STEAM STORAGE STRAIGHT (RE-BARS) STRUCTURAL STRUCTURAL STORM WATER SUPPLEMENTARY, SUPPLEMENT SURFACE SURFACE SUSPENDED, SUSPEND SUSPENDED SWITCH SQUARE YARD SYMMETRICAL SYNTHETIC SYSTEM C/C CAB CAP CTV CEM CER CF CFL CFT CHR CHAM CHS CIR CJ CL CLG CLKG CLR CLR OPG CMU CND CNTR COATG COEF COILG COL COM COMB COMP COMPT CON CONC COND CONN CONST CONT CONTR CONV COR CORR COV CPR CPT CR CRS CSG CSTG CT CTD CTR CTSK CU. FT. CU. YD. CUR CV CW CWP CWR CWS CY CYL CENTER TO CENTER CABINET CAPACITY CLOSED CIRCUIT TV CEMENT, CEMENTITIOUS CERAMIC CUBIC FEET COUNTERFLASHING CUBIC FOOT CHILLED WATER RETURN CHAMFER CHILLED WATER SUPPLY CIRCLE CONTROL JOINT CENTERLINE CEILING CAULKING CLEAR CLEAR OPENING CONCRETE MASONRY UNIT CONDITION CENTER or COUNTER COATING COEFFICIENT COILING COLUMN COMMON COMBINATION COMPRESSED COMPARTMENT CONSTRUCTION CONCRETE CONDENSER or CONDUIT CONNECTION CONSTRUCTION CONTINUOUS CONTROL CONTRACTOR CONVECTOR CORNER or CORRIDOR CORRIDOR or CORRUGATE COVER COPPER CARPET CARD READER COURSE or COLD ROLLED STEEL CASING CASTING CERAMIC TILE or CORK TILE COATED CENTER or COUNTER COUNTERSUNK CUBIC FEET CUBIC YARD CURRENT CHECK VALVE COLD WATER CIRCULATING WATER PUMP CONDENSATE WASTE RETURN CONDENSATE WASTE SUPPLY CUBIC YARD or CYCLE CYLINDER F FA FAB FAR FAST FC FD FDC FDTN FE FEC FF&E FGR FHC FH FIN FIXT FL FLASH FLDG FLEX FLG FLR FLUOR FM FO FOC FOF FOS FP FPM FPRF FR FRM FRPF FS FSCW FT FTG FURN FURR FUT FVC FWC FXD FXTR DEGREES FAHRENHEIT FIRE ALARM or FRESH AIR FABRICATE, FABRICATION FLOOR AREA RATIO FASTENER or FASTEN FOOT CANDLE FLOOR DRAIN or FIRE DEPARTMENT FIRE DEPARTMENT CONNECTION FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIXTURES, FURNISHINGS & EQUIPMENT FIBERGLASS REINFORCED FIRE HOSE CABINET FIRE HYDRANT FINISH, FINISHED FIXTURE FLOOR or FIRE LINE FLASHING FOLDING FLEXIBLE FLOORING FLOOR FLUORESCENT FACTORY MUTUAL COMPANY FINISHED OPENING FACE OF CONCRETE FACE OF FINISH FACE OF STUDS FIREPROOF FEET PER MINUTE FIREPROOF FIRE RATING FRAME FIREPROOF FLOOR SINK FLUSH SOLID CORE WOOD FOOT FITTING FURNITURE FURRING FUTURE FIRE VALVE CABINET FABRIC WALL COVERING FIXED FIXTURE HB HC HD HDCP HDN HDR HDWD HDWE HEX HGR HGT HID HM HORIZ HP HR HS HT HTG HTR HTW HVAC HOSE BIB HOLLOW CORE HEAD, HEADER HEAVY DUTY HANDICAPPED (BETTER CALLED "ACCESSIBLE") HARDEN HEADER HARDWOOD HARDWARE HEXAGONAL HANGER HEIGHT HIGH INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEAT STRENGTHENED HEIGHT HEATING HEATER HIGH TEMPERATURE WATER HEATING, VENTILATING & AIR CONDITIONING LANDSCAPE ARCHITECT LABORATORY, LABOR LADDER LAMINATE, LAMINATED LATERAL LAVATORY POUND (WEIGHT) LABEL LUMBER LIQUID CRYSTAL DIODE LEADER DRAIN LEFT HAND LIBRARY LINEAR LINOLEUM LIQUID LA LAB LAD LAM LAT LAV LB LBL LBR LCD LD LH LIB LIN LINO LIQ M MACH MAINT MAN MAR MARB MAS MATL MAX MD ME MECH MED MEMB MET MEZZ MFD MFG MH MHO MIN MIR MISC MK MLDG MLWK MM MMB MO MOD MOIST MONO MOT MOV MP MR MRD MTD MTL MTR MULL MWK METER MACHINE MAINTENANCE MANUAL MARBLE MARBLE MASONRY MATERIAL MAXIMUM MEDIUM MECHANICAL ENGINEER MECHANICAL MEDIUM MEMBRANE METAL MEZZANINE MANUFACTURED MANUFACTURER MANHOLE MAGNETIC HOLD OPEN MINIMUM MIRROR MISCELLANEOUS MARK MOLDING MILLWORK MILLIMETER MEMBRANE MASONRY OPENING MODULE MOISTURE MONOLITHIC MOTOR(IZED) MOVABLE METAL ACOUSTAL PANEL MOP RECEPTOR METAL ROOF DECK MOUNTED METAL MOTOR MULLION MILLWORK S4S SALV SAN SC SCHED SCR SCR SCUP SCWD SE SECT SECUR SECY SED SEL SERV SEV SF SFGL SGG SGL SGS SHORG SHT SHTHG SHWR SIM SURFACED 4 SIDES SALVAGE SANITARY SOLID CORE SCHEDULE SCREEN SCRIBE SCUPPER SOLID CORE WOOD STRUCTURAL ENGINEER SECTION SECURITY SECRETARY SEWAGE EJECTOR DISCHARGE SELECT SERVICE SEWAGE EJECTOR VENT SQUARE FOOT SAFETY GLASS STRUCTURAL GLAZING GASKET SINGLE SILICONE GLAZING SEALANT SHORING SHEET SHEATHING SHOWER SIMILAR W/ W/O WB WC WD WDW WF WH WLD WM WP WPT WR WRSTP WT WTRPRF WWF WITH WITHOUT WOOD BASE WATERCLOSET WOOD WINDOW WIDE FLANGE (STRUCTURAL STEEL) WATER HEATER WELD WIRE MESH WATERPROOFING WORKING POINT WATER RESISTANT or WATER REPELLANT WEATHERSTRIPPING WEIGHT WATERPROOFING WELDED WIRE FABRIC ABV ACCES ACI ADDL ADJ AFF ALT ALUM AMT ANCH ANOD ANNUNC ANT APPL APPROX APRVD ARCH ASPH ASSOC ASSY AUTH AUTO AVG ABOVE ACCESSORY AMERICAN CONCRETE INSTITUTE ADDITIONAL ADJACENT ABOVE FINISH FLOOR ALTERNATE, ALTERATION or ALTITUDE ALUMINUM AMOUNT ANCHOR, ANCHORAGE ANODIZED ANNUNCIATOR ANTENNA APPLIANCE APPROXIMATE APPROVED ARCHITECT, ARCHITECTURAL ASPHALT ASSOCIATION, ASSOCIATE ASSEMBLY AUTHORIZED AUTOMATIC AVERAGE B TO B B/ BD BETW BEV BLDG BLK BLKG BLW BM BOL BOT BRDG BRDLM BRG BRKT BRZ BU BUR BW BACK TO BACK BOTTOM (OF) BOARD or BUILDING DEPARTMENT BETWEEN BEVEL BUILDING BLOCK BLOCKING BELOW BEAM or BENCH MARK BOLLARD BOTTOM BRIDGE, BRIDGING BROADLOOM BEARING BRACKET BRONZE BUILT-UP BUILT-UP ROOF BOTH WAYS GA GAL GALV GC GD GEN GENL GFRC GFRG GFRP GKT GL GL BLK GLZ GND GOVT GPH GPM GPS GR GRAN GRND GRTG GT GV GYP GYP-BD GAUGE GALLON GALVANIZED GENERAL CONTRACTOR GUTTER DRAIN GENERATOR GENERAL GLASS FIBER REINFORCED CONCRETE GLASS FIBER REINFORCED GYPSUM GLASS FIBER REINFORCED PLASTER GASKET GLASS GLASS BLOCK GLAZE GROUND GOVERNMENT GALLONS PER HOUR GALLONS PER MINUTE GALLONS PER SECOND GRADE GRANITE GROUND GRATING GROUT GALVANIZED GYPSUM GYPSUM BOARD ID IN INCAND INCR INFIL INFO INSP INSTRUM INSUL INT INTERM INTLK IW INSIDE DIAMETER INCH INCANDESCENT INCREASE INFILTRATION INFORMATION INSPECT INSTRUMENT INSULATION INTERIOR or INTERNAL INTERMEDIATE INTERLOCK, INTERLOCKING INDIRECT WASTE JAN J-BOX JC JCT JST JT JANITOR JUNCTION BOX JANITOR'S CLOSET JUNCTION JOIST JOINT KG KIP KIT KM KO KPL KVA KW KWH KILOGRAM KILOPOUND (1000 POUNDS) KITCHEN KILOMETER KNOCKOUT KICKPLATE KILOVOLT-AMPERE KILOWATT KILOWATT HOUR LIVE LOAD LENGTH LANDING LINTEL LOCATE LOCATIONS LOW POINT LIGHT LIGHTWEIGHT LIGHTING LOW VOLTAGE LEVELING LOUVER LIGHT WEIGHT CONCRETE LL LN LNDG LNTL LOC LOCS LP LT LT WT LTG LV LVLG LVR LWC NAT NEUT NIC NMT NO NOM NR NRC NS NTS NATURAL NEUTRAL NOT IN CONTRACT NON-METALLIC NUMBER NOMINAL NOISE REDUCTION NOISE REDUCTION COEFFICIENT NEAR SIDE NOT TO SCALE P SL P. LAM PA PB PBD PCF PCPL PD PED PEDTR PERF PERIM PERP PKG PKWY PL PLAM PLAS PLBG PLF PLMBG PLSTIC PLTF PLYWD PNEU PNL PNT POL POLYST PORT POT W PR PRCST PRE PREFAB PREFIN PRESS PRI PRTN PSF PSI PT PTC PTD PTN PVC PVF PVG PVMT PVT PWR PIPE SLEEVE PLASTIC LAMINATE PUBLIC ADDRESS PULL BOX PARTICLE BOARD POUNDS PER CUBIC FOOT PORTLAND CEMENT PLASTER PLAZA DRAIN PEDESTAL or PEDESTRIAN PEDESTRIAN PERFORATE PERIMETER PERPENDICULAR PARKING PARKWAY PLATE PLASTIC LAMINATE PLASTER PLUMBING POUNDS PER LINEAL FOOT PLUMBING PLASTIC PLATFORM PLYWOOD PNEUMATIC PANEL PAINT POLISH, POLISHED POLYSTYRENE PORTABLE POTABLE WATER PAIR PRECAST PREFINISHED PREFABRICATED PREFINISHED PRESSURE PRIMARY PARTITION POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PAINT POST-TENSIONED CONCRETE PAINTED PARTITION POLYVINYL CHLORIDE POLYVINYLIDENE FINISH PAVING PAVEMENT PRIVATE POWER QT QTR QTY QUAL QUARRY TILE QUARTER QUANTITY QUALITY RA RAD RADN RB RBT RCP RD RDR REBAR REC RECEP RECES RED REF REFL REFR REG REINF REM REQ REQD RESIL RESIS RET REV REV DR RF RFG RGH RGTR RH RM RMV RO ROW RPT RR RETURN AIR RADIUS RADIAN RUBBER BASE RABBET REFLECTED CEILING PLAN ROOF DRAIN READER REINFORCING BAR RECEIVER RECEPTACLE RECESSED REDUCER REFRIGERATOR REFLECTED REFRIGERATOR REGULAR REINFORCEMENT REMOVE REQUIRE REQUIRED RESILIENT RESIST or RESISTANT or RESISTIVE RETURN or RETAINING REVERSE or REVISE or REVISION REVOLVING DOOR ROOF ROOFING ROUGH REGISTER RIGHT HAND ROOM REMOVE ROUGH OPENING RIGHT OF WAY REPEAT (LIKE "DITTO") RAILROAD T&G T/ TAN TC TD TEL TEMP TERR THK THRESH THRU TKBD TLT TOC TOL TOS TOW TP TPTN TRAF TRANS TRAV TRD TRTD TSL TST TSTAT TV TYP TONGUE & GROOVE TOP TANGENT TOP OF CURB TRENCH DRAIN TELEPHONE TEMPORARY TERRAZZO THICK THRESHOLD THROUGH TACKBOARD TOILET TOP OF CONCRETE TOLERANCE TOP OF SLAB TOP OF WALL TOP OF PAVEMENT TOILET PARTITION TRAFFIC TRANSPARENT TRAVERTINE TREAD TREATED TOP OF SLAB TOP OF STEEL THERMOSTAT TELEVISION TYPICAL UL UNDRLAY UNO USS UTL, UTIL UNDERWRITERS' LABORATORIES UNDERLAYMENT UNLESS NOTED OTHERWISE UNITED STATES STANDARD UTILITY VAC VAR VB VBC VBS VCT VEH VENT VERT VEST VIF VIT VLT VOL VP VR VS VWC VACUUM VARIES VAPOR BARRIER VINYL BASE (COVED) VINYL BASE (STRAIGHT) VINYL COMPOSITION TILE VEHICLE VENTILATE VERTICAL VESTIBULE VERIFY IN FIELD VITREOUS VAULT VOLUME VENT PIPE VAPOR RETARDER VENT STACK VINYL WALL COVERING XH X HVY X STR EXTRA HEAVY EXTRA HEAVY EXTRA STRONG YD YR YARD YEAR DB DBL DC DD DEG DEMO DEPT DES DET DF DIAG DIA DIFF DIM DISP DIV DMT DN DO DPR DR DRN DSCON DSP DTL DWG DWGS DWR DS DSP DECIBEL DOUBLE DIRECT CURRENT DECK DRAIN DEGREE DEMOLITION DEPARTMENT DESIGN(ED) DETAIL DRINKING FOUNTAIN DIAGONAL DIAMETER DIFFUSER DIMENSION DISPENSER DIVISION DEMOUNTABLE DOWN DOOR OPENING DAMPER DOOR DRAIN DISCONNECT DRY STANDPIPE DETAIL DRAWING DRAWINGS DRAWER DOWNSPOUT DRY STANDPIPE EACH ECCENTRIC EMERGENCY DRAIN EXPANSION JOINT EJECTOR ELEVATION or ELEVATOR ELASTOMERIC ELECTRICAL ELEVATOR or ELEVATION EMERGENCY LIGHTING PANEL EMERGENCY ENAMEL ENCLOSURE ENGINEER ENTRANCE EDGE OF SLAB ETHYLENE PROPYLENE DIENE MONOMER EQUAL EQUIPMENT ESCALATOR ESTIMATE EVAPORATOR ELECTRIC WATER HEATER EXISTING EXCAVATE EXECUTIVE EXISTING EXHAUST EXHAUST AIR EXISTING EXPANSION or EXPOSED EXPANSION JOINT EXPANSION EXPOSE(D) EXTERIOR EXTRUDE EA ECC ED EJ EJECT EL ELAST ELEC ELEV ELP EMER ENAM ENCL ENG ENT EOS EPDM EQ EQUIP ESC EST EVAP EWH EX EXCAV EXEC EXG EXH EXH AIR EXIST EXP EXP JT EXPN EXPS EXT EXTR HVY HW HWC HWD HWH HWR HWS HWY HYD HYDRO HEAVY HOT WATER or HEAVY WALL HOT WATER CIRCULATING HEAVY WALL CONDUIT HARDWOOD HOT WATER HEATER HOT WATER RECIRCULATING RETURN HOT WATER SUPPLY HIGHWAY HYDRAULIC HYDROSTATIC O, O/ O TO O OA OC OD OF OFF OH OHD OPNG OPP OPP H OPR ORN ORNA OSD OUT OVFL OZ OVER OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OFFICE OVERHEAD OVERHEAD DOOR OPENING OPPOSITE OPPOSITE HAND OPERABLE ORNAMENTAL ORNAMENTAL OPEN SIGHT DRAIN OUTLET OVERFLOW OUNCE O, O/ O TO O OA OC OD OF OFF OH OHD OPNG OPP OPP H OPR ORN ORNA OSD OUT OVFL OZ OVER OUT TO OUT OVERALL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OFFICE OVERHEAD OVERHEAD DOOR OPENING OPPOSITE OPPOSITE HAND OPERABLE ORNAMENTAL ORNAMENTAL OPEN SIGHT DRAIN OUTLET OVERFLOW OUNCE SK SLOT SLV SNT SP SPEC SPECS SPK SPL SPLR SQ SS SSD SSGS STC STD STG STGG STGR STIFF STL STM STOR STR STRUC STRUCT STW SUPP SUR SURF SUSP SUSP SW SY SYM SYN SYS SINK SLOTTED SLEEVE SEALANT SOIL PIPE SPECIFICATION SPECIFICATIONS SPEAKER SPECIAL SPRINKLER SQUARE STAINLESS STEEL SUB-SOIL DRAIN SILICONE STRUCTURAL GLAZING SEALANT SOUND TRANSMISSION CLASS STANDARD SEATING STRUCTURAL GLAZING GASKET STAGGER STIFFENER STEEL STEAM STORAGE STRAIGHT (RE-BARS) STRUCTURAL STRUCTURAL STORM WATER SUPPLEMENTARY, SUPPLEMENT SURFACE SURFACE SUSPENDED, SUSPEND SUSPENDED SWITCH SQUARE YARD SYMMETRICAL SYNTHETIC SYSTEM © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 12" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 5 9 : 1 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.05 ABBREVIATIONS 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED GRAPHIC SYMBOLSGRAPHIC SYMBOLS (CONT)GRAPHIC SYMBOLS (CONT)GRAPHIC SYMBOLS (CONT)GRAPHIC SYMBOLS (CONT) CONSTRUCTION COLUMN GRID REFERENCE NUMBER COLUMN GRID LINES AND REFERENCE NUMBER EGRESS PATH PRIMARY EGRESS PATH SECONDARY MILLWORK MILLWORK ABOVE DETAIL NUMBER SHEET NUMBER DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR NUMBER AND AREA OR PHASE AREA TO BE DETAILED LOCATION ON ROW WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION ROW ON SHEET WHERE ELEVATION IS SHOWN SHEET NUMBER WHERE ELEVATION IS SHOWN REVISION REFERENCE NUMBER REVISION CLOUD DEPICTING ARE REVISED ROOM NAME ROOM NUMBER SHEETNOTE REFERENCE WALL TYPE REFERENCE DOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE) DOOR TYPE HARDWARE TYPE DOOR NUMBER DOOR TYPE / HARDWARE TYPE WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) MILLWORK REFERENCE NUMBER (REFER TO MILLWORK SCHEDULE) ELEVATION DATUM REFERENCE MATCH LINE SYMBOL ALIGN WITH ESTABLISHED SURFACES FIRE ALARM PULL SYMBOL FIRE WARDEN STATION SYMBOL WALL MOUNTED, FIRE EXTINGUISHER CABINET WALL MOUNTED FIRE EXTINGUISHER WALL MOUNTED FIRE HOSE CABINET WALL MOUNTED FIRE VALVE CABINET WALL MOUNTED FIRE VALVE WALL FINISH BASE FINISH WALL FINISH WALL FINISH WAINSCOT FINISH BASE FINISH EXTENT OF WALL / WAINSCOT / BASE FINISH SPECIAL FINISH FLOOR FINISH CHANGE IN FLOOR FINISH FINISH ELEVATION INDICATIONS GLASS SYMBOL MASONRY COURSING WOOD VENEER STONE SECTION INDICATIONS ACOUSTICAL CEILING TILE ALUMINUM BRICK CARPET CONCRETE CONCRETE MASONRY UNIT EARTH OR GROUND FABRIC WRAPPED PANEL GLASS GRAVEL GYPSUM BOARD INSULATION (LOOSE OR BATT) INSULATION (RIGID) PLASTIC PLYWOOD PRE-CAST PANELS SAND OR GROUT STONE WOOD (FINISHED) WOOD (CONTINUOUS MEMBER) WOOD (INTERRUPTED MEMBER) XXX FL 12. NW A 01 A11.XX FEC FE FHC FV FVC XXX XXX XXX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES POWER AND COMMUNICATIONPOWER AND COMMUNICATION, CONT PLASTER XX WALL MOUNTED FIRE ALARM STROBE SYMBOL FW FA XX-99 XX-99 ALIGN XX XX XXXX AXX.XX SIM XX 101 Name A2A XXXXXX XX XX XX XX XX XXX XXXX Name Elevation XX XX MS S FINISH CEILING HEIGHT SYMBOL GRID START POINT SYMBOL MOTION SENSOR CEILING MOUNTED SPEAKER CEILING MOUNTED CAMERA CEILING MOUNTED SPRINKLER HEAD CEILING MOUNTED SMOKE DETECTOR E DENOTES EXISTING TO REMAIN R DENOTES EXISTING TO BE RELOCATED ACCESS DOOR REFLECTED CEILING xx xx xx xx xx CEILING MOUNTED STROBE LIGHT ACOUSTICAL CEILING AND GRID CEILING HEIGHT CHANGE SYMBOL xx'-xx" xx'-xx" X'-X" AT1 CEILING FINISH TAG CEILING MOUNTED EXIT SIGNS WALL MOUNTED EXIT SIGNS - PARALLEL WALL MOUNTED EXIT SIGNS - PERPENDICULAR LIGHT FIXTURES FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE / EMERGENCY CIRCUIT EXISTING LIGHT FIXTURE TO BE REMOVED UNDER CABINET FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE RECESSED DOWNLIGHT RECESSED ADJUSTABLE DOWNLIGHT RECESSED WALL WASHER TRACK LIGHTING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE LIGHT SWITCH D DIMMER SWITCH MECHANICAL FIXTURES RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER EXHAUST FAN SD FW ST FA V P J J AVT AV CTV T WALL MOUNTED DEVICES XXX EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) WALL MOUNTED FIRE ALARM STROBE FIRE ALARM PULL FIRE WARDEN STATION WALL MOUNTED, SINGLE RECEPTACLE - CONVENIENCE WALL MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE WALL MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE WALL MOUNTED, VOICE/DATA RECEPTACLE WALL MOUNTED, DATA RECEPTACLE WALL MOUNTED, VOICE RECEPTACLE WALL MOUNTED, THERMOSTAT WALL MOUNTED, CABLE TV RECEPTACLE WALL MOUNTED, AV RECEPTACLE WALL MOUNTED, AV TROUGH WALL MOUNTED, ELECTRICAL JUNCTION BOX WALL MOUNTED, VOICE/DATA JUNCTION BOX WALL MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED WALL MOUNTED, SYSTEMS WORKSTATION PANEL VOICE/DATA INFEED WALL MOUNTED, CONDUIT STUB-OUT POWER WALL MOUNTED, CONDUIT STUB-OUT VOICE AND DATA WALL MOUNTED, CONDUIT STUB-OUT A/V WALL MOUNTED, PLUG MOLD WALL MOUNTED, SINGLE RECEPTACLE - DEDICATED WALL MOUNTED, DUPLEX RECEPTACLE - DEDICATED WALL MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED WALL MOUNTED, SINGLE RECEPTACLE - SEPARATE WALL MOUNTED, DUPLEX RECEPTACLE - SEPARATE WALL MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED ML ES KS EL DC DDC DR H EH IA MS DR IC B B CR SECURITY DEVICES CARD READER ELECTRIC DOOR BELL PUSH ELECTRIC DOOR BELL INTERCOM REMOTE DOOR RELEASE BUTTON MOTION SENSOR INTRUSION ALARM ELECTRIC DOOR HINGE ELECTRICAL DOOR HOLD OPEN ELECTRICAL DOOR RELEASE ELECTRICAL DOOR MONITOR CONTACT DOUBLE DOOR MONITOR CONTACT ELECTRIC LOCKSET ELECTRIC KEY SWITCH ELECTRIC STRIKE MAGNETIC LOCKSET CAMERA PP FURNITURE SYSTEMS MOUNTED DEVICES FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE - CONVENIENCE FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE FURNITURE SYSTEMS MOUNTED, VOICE/DATA RECEPTACLE FURNITURE SYSTEMS MOUNTED, DATA RECEPTACLE FURNITURE SYSTEMS MOUNTED, VOICE RECEPTACLE FURNITURE SYSTEM ELECTRIC PIGTAIL FURNITURE MOUNTED, POWER POLE FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE- DEDICATED FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE - SEPARATE FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE- DEDICATED FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE - SEPARATE FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED AV PVA PVD AV V P AV AV AV AV AV AV FLUSH FLOOR MOUNTED DEVICES FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, VOICE/DATA RECEPTACLE FLUSH FLOOR MOUNTED, DATA RECEPTACLE FLUSH FLOOR MOUNTED, VOICE RECEPTACLE FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED FLUSH FLOOR MOUNTED, AV RECEPTACLE FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA, A/V FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, AV FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED AV PVA PVD AV V P AV AV AV AV AV AV FLUSH FLOOR MOUNTED DEVICES FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, VOICE/DATA RECEPTACLE FLUSH FLOOR MOUNTED, DATA RECEPTACLE FLUSH FLOOR MOUNTED, VOICE RECEPTACLE FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED FLUSH FLOOR MOUNTED, AV RECEPTACLE FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA, A/V FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, AV FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED AV AV V P AV AV AV AV AV SURFACE FLOOR MOUNTED DEVICES SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE- CONVENIENCE SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE- CONVENIENCE SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE- CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, VOICE/DATA RECEPTACLE SURFACE FLOOR MOUNTED, DATA RECEPTACLE SURFACE FLOOR MOUNTED, VOICE RECEPTACLE SURFACE FLOOR MOUNTED, AV RECEPTACLE SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED SURFACE FLOOR MOUNTED, CONDUIT STUB UP, AV SURFACE FLOOR MOUNTED, CONDUIT STUB UP, POWER SURFACE FLOOR MOUNTED, CONDUIT STUB UP, VOICE/DATA SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED V P AV AV AV AV AV AV AV SURFACE FLOOR MOUNTED, POKE THRU DEVICES SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, VOICE/DATA RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, DATA RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, VOICE RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, AV RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL POWER INFEED SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL VOICE INFEED SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE - HALF DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED POWER AND COMMUNICATION, CONT NEW PARTITION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED SMOKE PARTITION 3 HR. RATED PARTITION 4 HR. RATED PARTITION 2 HR. RATED PARTITION 1 HR. RATED PARTITION STEEL GRAPHIC SYMBOLSGRAPHIC SYMBOLS (CONT)GRAPHIC SYMBOLS (CONT)GRAPHIC SYMBOLS (CONT)GRAPHIC SYMBOLS (CONT) CONSTRUCTION COLUMN GRID REFERENCE NUMBER COLUMN GRID LINES AND REFERENCE NUMBER EGRESS PATH PRIMARY EGRESS PATH SECONDARY MILLWORK MILLWORK ABOVE DETAIL NUMBER SHEET NUMBER DESCRIPTION OF SIMILAR OR OPPOSITE FLOOR NUMBER AND AREA OR PHASE AREA TO BE DETAILED LOCATION ON ROW WHERE ELEVATION IS SHOWN DIRECTION OF ELEVATION ROW ON SHEET WHERE ELEVATION IS SHOWN SHEET NUMBER WHERE ELEVATION IS SHOWN REVISION REFERENCE NUMBER REVISION CLOUD DEPICTING ARE REVISED ROOM NAME ROOM NUMBER SHEETNOTE REFERENCE WALL TYPE REFERENCE DOOR REFERENCE NUMBER (REFER TO DOOR SCHEDULE) DOOR TYPE HARDWARE TYPE DOOR NUMBER DOOR TYPE / HARDWARE TYPE WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) MILLWORK REFERENCE NUMBER (REFER TO MILLWORK SCHEDULE) ELEVATION DATUM REFERENCE MATCH LINE SYMBOL ALIGN WITH ESTABLISHED SURFACES FIRE ALARM PULL SYMBOL FIRE WARDEN STATION SYMBOL WALL MOUNTED, FIRE EXTINGUISHER CABINET WALL MOUNTED FIRE EXTINGUISHER WALL MOUNTED FIRE HOSE CABINET WALL MOUNTED FIRE VALVE CABINET WALL MOUNTED FIRE VALVE WALL FINISH BASE FINISH WALL FINISH WALL FINISH WAINSCOT FINISH BASE FINISH EXTENT OF WALL / WAINSCOT / BASE FINISH SPECIAL FINISH FLOOR FINISH CHANGE IN FLOOR FINISH FINISH ELEVATION INDICATIONS GLASS SYMBOL MASONRY COURSING WOOD VENEER STONE SECTION INDICATIONS ACOUSTICAL CEILING TILE ALUMINUM BRICK CARPET CONCRETE CONCRETE MASONRY UNIT EARTH OR GROUND FABRIC WRAPPED PANEL GLASS GRAVEL GYPSUM BOARD INSULATION (LOOSE OR BATT) INSULATION (RIGID) PLASTIC PLYWOOD PRE-CAST PANELS SAND OR GROUT STONE WOOD (FINISHED) WOOD (CONTINUOUS MEMBER) WOOD (INTERRUPTED MEMBER) XXX FL 12. NW A 01 A11.XX FEC FE FHC FV FVC XXX XXX XXX WINDOW REFERENCE NUMBER (REFER TO WINDOW SCHEDULE) WALL MOUNTED LIFE SAFETY EQUIPMENT AND DEVICES POWER AND COMMUNICATIONPOWER AND COMMUNICATION, CONT PLASTER XX WALL MOUNTED FIRE ALARM STROBE SYMBOL FW FA XX-99 XX-99 ALIGN XX XX XXXX AXX.XX SIM XX 101 Name A2A XXXXXX XX XX XX XX XX XXX XXXX Name Elevation XX XX MS S FINISH CEILING HEIGHT SYMBOL GRID START POINT SYMBOL MOTION SENSOR CEILING MOUNTED SPEAKER CEILING MOUNTED CAMERA CEILING MOUNTED SPRINKLER HEAD CEILING MOUNTED SMOKE DETECTOR E DENOTES EXISTING TO REMAIN R DENOTES EXISTING TO BE RELOCATED ACCESS DOOR REFLECTED CEILING xx xx xx xx xx CEILING MOUNTED STROBE LIGHT ACOUSTICAL CEILING AND GRID CEILING HEIGHT CHANGE SYMBOL xx'-xx" xx'-xx" X'-X" AT1 CEILING FINISH TAG CEILING MOUNTED EXIT SIGNS WALL MOUNTED EXIT SIGNS - PARALLEL WALL MOUNTED EXIT SIGNS - PERPENDICULAR LIGHT FIXTURES FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE / EMERGENCY CIRCUIT EXISTING LIGHT FIXTURE TO BE REMOVED UNDER CABINET FLUORESCENT FIXTURE FLUORESCENT STRIP FIXTURE FLUORESCENT PENDANT FIXTURE RECESSED DOWNLIGHT RECESSED ADJUSTABLE DOWNLIGHT RECESSED WALL WASHER TRACK LIGHTING SURFACE MOUNTED LIGHT FIXTURE WALL SCONCE LIGHT SWITCH D DIMMER SWITCH MECHANICAL FIXTURES RETURN AIR SUPPLY AIR CIRCULAR DIFFUSER LINEAR DIFFUSER EXHAUST FAN SD FW ST FA V P J J AVT AV CTV T WALL MOUNTED DEVICES XXX EQUIPMENT TAG (REFER TO EQUIPMENT SCHEDULE) WALL MOUNTED FIRE ALARM STROBE FIRE ALARM PULL FIRE WARDEN STATION WALL MOUNTED, SINGLE RECEPTACLE - CONVENIENCE WALL MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE WALL MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE WALL MOUNTED, VOICE/DATA RECEPTACLE WALL MOUNTED, DATA RECEPTACLE WALL MOUNTED, VOICE RECEPTACLE WALL MOUNTED, THERMOSTAT WALL MOUNTED, CABLE TV RECEPTACLE WALL MOUNTED, AV RECEPTACLE WALL MOUNTED, AV TROUGH WALL MOUNTED, ELECTRICAL JUNCTION BOX WALL MOUNTED, VOICE/DATA JUNCTION BOX WALL MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED WALL MOUNTED, SYSTEMS WORKSTATION PANEL VOICE/DATA INFEED WALL MOUNTED, CONDUIT STUB-OUT POWER WALL MOUNTED, CONDUIT STUB-OUT VOICE AND DATA WALL MOUNTED, CONDUIT STUB-OUT A/V WALL MOUNTED, PLUG MOLD WALL MOUNTED, SINGLE RECEPTACLE - DEDICATED WALL MOUNTED, DUPLEX RECEPTACLE - DEDICATED WALL MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED WALL MOUNTED, SINGLE RECEPTACLE - SEPARATE WALL MOUNTED, DUPLEX RECEPTACLE - SEPARATE WALL MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED ML ES KS EL DC DDC DR H EH IA MS DR IC B B CR SECURITY DEVICES CARD READER ELECTRIC DOOR BELL PUSH ELECTRIC DOOR BELL INTERCOM REMOTE DOOR RELEASE BUTTON MOTION SENSOR INTRUSION ALARM ELECTRIC DOOR HINGE ELECTRICAL DOOR HOLD OPEN ELECTRICAL DOOR RELEASE ELECTRICAL DOOR MONITOR CONTACT DOUBLE DOOR MONITOR CONTACT ELECTRIC LOCKSET ELECTRIC KEY SWITCH ELECTRIC STRIKE MAGNETIC LOCKSET CAMERA PP FURNITURE SYSTEMS MOUNTED DEVICES FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE - CONVENIENCE FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE FURNITURE SYSTEMS MOUNTED, VOICE/DATA RECEPTACLE FURNITURE SYSTEMS MOUNTED, DATA RECEPTACLE FURNITURE SYSTEMS MOUNTED, VOICE RECEPTACLE FURNITURE SYSTEM ELECTRIC PIGTAIL FURNITURE MOUNTED, POWER POLE FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE- DEDICATED FURNITURE SYSTEMS MOUNTED, SINGLE RECEPTACLE - SEPARATE FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE- DEDICATED FURNITURE SYSTEMS MOUNTED, DUPLEX RECEPTACLE - SEPARATE FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED FURNITURE SYSTEMS MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED AV PVA PVD AV V P AV AV AV AV AV AV FLUSH FLOOR MOUNTED DEVICES FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, VOICE/DATA RECEPTACLE FLUSH FLOOR MOUNTED, DATA RECEPTACLE FLUSH FLOOR MOUNTED, VOICE RECEPTACLE FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED FLUSH FLOOR MOUNTED, AV RECEPTACLE FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA, A/V FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, AV FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED AV PVA PVD AV V P AV AV AV AV AV AV FLUSH FLOOR MOUNTED DEVICES FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE FLUSH FLOOR MOUNTED, VOICE/DATA RECEPTACLE FLUSH FLOOR MOUNTED, DATA RECEPTACLE FLUSH FLOOR MOUNTED, VOICE RECEPTACLE FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED FLUSH FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED FLUSH FLOOR MOUNTED, AV RECEPTACLE FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, COMBINATION POWER, VOICE/DATA, A/V FLUSH FLOOR MOUNTED, RAISED FLOOR BOX, AV FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, SINGLE RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, DUPLEX RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED FLUSH FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED AV AV V P AV AV AV AV AV SURFACE FLOOR MOUNTED DEVICES SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE- CONVENIENCE SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE- CONVENIENCE SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE- CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, VOICE/DATA RECEPTACLE SURFACE FLOOR MOUNTED, DATA RECEPTACLE SURFACE FLOOR MOUNTED, VOICE RECEPTACLE SURFACE FLOOR MOUNTED, AV RECEPTACLE SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL POWER INFEED SURFACE FLOOR MOUNTED, SYSTEMS WORKSTATION PANEL VOICE INFEED SURFACE FLOOR MOUNTED, CONDUIT STUB UP, AV SURFACE FLOOR MOUNTED, CONDUIT STUB UP, POWER SURFACE FLOOR MOUNTED, CONDUIT STUB UP, VOICE/DATA SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, SINGLE RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, DUPLEX RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, QUADRAPLEX RECEPTACLE - HALF DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED SURFACE FLOOR MOUNTED, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE SURFACE FLOOR MOUNTED, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED V P AV AV AV AV AV AV AV SURFACE FLOOR MOUNTED, POKE THRU DEVICES SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - CONVENIENCE SURFACE FLOOR MOUNTED, POKE THRU, VOICE/DATA RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, DATA RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, VOICE RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, AV RECEPTACLE SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL POWER INFEED SURFACE FLOOR MOUNTED, POKE THRU, SYSTEMS WORKSTATION PANEL VOICE INFEED SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, SINGLE RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, DUPLEX RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, QUADRAPLEX RECEPTACLE - HALF DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX & VOICE/DATA RECEPTACLE - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX & VOICE/DATA RECEPTACLES - HALF DEDICATED SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION DUPLEX, AUDIO VISUAL AND VOICE/DATA RECEPTACLES - SEPARATE SURFACE FLOOR MOUNTED, POKE THRU, COMBINATION QUADRAPLEX, AV & VOICE/DATA RECEPTACLES - HALF DEDICATED POWER AND COMMUNICATION, CONT NEW PARTITION EXISTING CONSTRUCTION TO REMAIN EXISTING CONSTRUCTION TO BE DEMOLISHED SMOKE PARTITION 3 HR. RATED PARTITION 4 HR. RATED PARTITION 2 HR. RATED PARTITION 1 HR. RATED PARTITION STEEL © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 9 : 5 9 : 1 7 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.06 GRAPHIC SYMBOLS 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED EXIT SIGN EDGE OF WALL FIRE STROBE THERMOSTAT LIGHT SWTICH DOTTED LINE INDICATES LOCATION OF LARGER PLATE FOR GANGED SWITCHES ELECTRICAL OUTLET WALL DATA / TELEPHONE OUTLET EXIT SIGN FIRE STROBE FIRE EXTINGUISHER CABINET TO P O F B O X 48 " M A X 6' - 8 " 80 " M I N 6" 6" BO T T O M O F B O X 15 " M I N FIRE ALARM/HORN STROBE DEVICE (AS REQUIRED) EDGE OF PARTITION A.F.F. DUPLEX POWER LIGHT SWITCH, OR OTHER CONTROL DEVICE (DUAL PLATE) THERMOSTAT (WHERE OCCURS) TYPICAL DEVICES @ PARTITION LESS THAN 36" WIDE (3 0 " - 4 4 " ) 3' - 6 " RE F E R T O F I R E A L A R M D R A W I N G S 1' - 6 " EQ EQ 36" MAX VARIES EQ EQ DUPLEX POWER LIGHT SWITCH, OR OTHER CONTROL DEVICE (DUAL PLATE) A.F.F. THERMOSTAT (WHERE OCCURS) TYPICAL DEVICES @ DOOR FRAME CONFIRM DIMENSION WHEN CARD READER ON OPPOSITE SIDE OF WALL OCCURS WALL MOUNTED EXIT SIGN (WHERE OCCURS) FIRE ALARM/HORN STROBE DEVICE (AS REQUIRED) RE F E R T O F I R E A L A R M D R A W I N G S (3 0 " - 4 4 " ) 3' - 6 " U.N.O. 8" 1' - 6 " 2" MIN EQ EQ A.F.F. CARD READER DUPLEX POWER ROOM SIGNAGE (AS SCHEDULED) TYPICAL DEVICES @ DOOR FRAME W/ ADJACENT CARD READER WALL MOUNTED EXIT SIGN (WHERE OCCURS) 1' - 6 " (3 0 " - 4 4 " ) 3' - 0 " U.N.O. 8" TYPICAL DEVICES @ CORNER EXIT SIGN EDGE OF WALL FIRE STROBE THERMOSTAT LIGHT SWTICH DOTTED LINE INDICATES LOCATION OF LARGER PLATE FOR GANGED SWITCHES ELECTRICAL OUTLET WALL DATA / TELEPHONE OUTLET EXIT SIGN FIRE STROBE FIRE EXTINGUISHER CABINET TO P O F B O X 48 " M A X 6' - 8 " 80 " M I N 6" 6" BO T T O M O F B O X 15 " M I N FIRE ALARM/HORN STROBE DEVICE (AS REQUIRED) EDGE OF PARTITION A.F.F. DUPLEX POWER LIGHT SWITCH, OR OTHER CONTROL DEVICE (DUAL PLATE) THERMOSTAT (WHERE OCCURS) TYPICAL DEVICES @ PARTITION LESS THAN 36" WIDE (3 0 " - 4 4 " ) 3' - 6 " RE F E R T O F I R E A L A R M D R A W I N G S 1' - 6 " EQ EQ 36" MAX VARIES EQ EQ DUPLEX POWER LIGHT SWITCH, OR OTHER CONTROL DEVICE (DUAL PLATE) A.F.F. THERMOSTAT (WHERE OCCURS) TYPICAL DEVICES @ DOOR FRAME CONFIRM DIMENSION WHEN CARD READER ON OPPOSITE SIDE OF WALL OCCURS WALL MOUNTED EXIT SIGN (WHERE OCCURS) FIRE ALARM/HORN STROBE DEVICE (AS REQUIRED) RE F E R T O F I R E A L A R M D R A W I N G S (3 0 " - 4 4 " ) 3' - 6 " U.N.O. 8" 1' - 6 " 2" MIN EQ EQ A.F.F. CARD READER DUPLEX POWER ROOM SIGNAGE (AS SCHEDULED) TYPICAL DEVICES @ DOOR FRAME W/ ADJACENT CARD READER WALL MOUNTED EXIT SIGN (WHERE OCCURS) 1' - 6 " (3 0 " - 4 4 " ) 3' - 0 " U.N.O. 8" TYPICAL DEVICES @ CORNER COMBINATION WASTE/ TOWEL UNITS SANITARY NAPKIN VENDOR NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL. ALONG ACCESSIBLE ROUTE OP E R A B L E P A R T S 40 " M A X . T O A L L O P E R A B L E P A R T S 40 " M A X . T O A L L TOWEL BAR 40 " M A X . CLOTHES HOOK TO P O F H O O K 48 " M A X . T O AN D C O I N S L O T S PAPER TOWEL DISPENSER * * * * * OP E R A B L E P A R T S 40 " M A X . T O A L L MIRROR TO R E F L E C T I V E S U R F . 40 " M A X COMBINATION WASTE/ TOWEL UNITS SANITARY NAPKIN VENDOR NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR, TYPICAL. ALONG ACCESSIBLE ROUTE OP E R A B L E P A R T S 40 " M A X . T O A L L O P E R A B L E P A R T S 40 " M A X . T O A L L TOWEL BAR 40 " M A X . CLOTHES HOOK TO P O F H O O K 48 " M A X . T O AN D C O I N S L O T S PAPER TOWEL DISPENSER * * * * * OP E R A B L E P A R T S 40 " M A X . T O A L L MIRROR TO R E F L E C T I V E S U R F . 40 " M A X B C B A E 1 1 1 MEASUREMENT RANGE DOT BASE DIAMETER DISTANCE BETWEEN TWO DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DOT HEIGHT DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW 1. MEASURED CENTER TO CENTER 0.059 (1.5 MM) TO 0.063 ( 1.6 MM) MINIMUM IN INCHES MAXIMUM IN INCHES 0.100 (2.5 MM) 0.300 (7.6 MM) 0.025 (0.6 MM) TO 0.037 (0.9 MM) 0.395 (10 MM) TO 0.400 (10.2 MM) CBC 2022 TABLE 11B-703.3.1 A B C D E SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT NO RAISED DOT SIGNAGE AND GRAPHICS: RAISED CHARACTERS SHALL COMPLY WITH CBC SECTION 11B-703.2: • DEPTH: IT SHALL BE 1/32 INCH (0.8 MM) MINIMUM ABOVE THEIR BACKGROUND AND SHALL BE SANS SERIF UPPERCASE AND BE DUPLICATED IN BRAILLE. • • HEIGHT: IT SHALL BE 5/8 INCH (15.9 MM) MINIMUM AND 2 INCHES (51 MM) MAXIMUM BASED ON THE HEIGHT OF THE UPPERCASE LETTER “I”. CBC SECTION 11B-703.2.5 • • PROPORTIONS: IT SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 % MINIMUM AND 110 % MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 15 % MAXIMUM OF THE HEIGHT OF THE CHARACTER. CBC SECTIONS 11B-703.2.4 AND 11B-703.2.6 • • CHARACTER SPACING: CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, EXCLUDING WORD SPACES. WHERE CHARACTERS HAVE RECTANGULAR CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM. WHERE CHARACTERS HAVE OTHER CROSS SECTIONS, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL BE 1/16 INCH (1.6 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE BASE OF THE CROSS SECTIONS, AND 1/8 INCH (3.2 MM) MINIMUM AND 4 TIMES THE RAISED CHARACTER STROKE WIDTH MAXIMUM AT THE TOP OF THE CROSS SECTIONS. CHARACTERS SHALL BE SEPARATED FROM RAISED BORDERS AND DECORATIVE ELEMENTS 3/8 INCH (9.5 MM) MINIMUM. 11B-703.2.7 • • LINE SPACING: SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF RAISED CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED CHARACTER HEIGHT. 11B-703.2.8 • • FORMAT: TEXT SHALL BE IN A HORIZONTAL FORMAT. CBC SECTION 11B-703.2.9 • • FINISH AND CONTRAST: CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTER SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND • • BRAILLE: IT SHALL BE CONTRACTED (GRADE 2) AND SHALL COMPLY WITH CBC SECTIONS 11B-703.3 AND 11B-703.4. BRAILLE DOTS SHALL HAVE A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH CBC TABLE AND FIGURE 11B-703.3.1. • BRAILLE POSITION. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. 11B-703.3.2 • MOUNTING HEIGHT: TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48” MINIMUM TO THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60” MAXIMUM TO THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS ABOVE THE FINISH FLOOR OR GROUND SURFACE. CBC SECTION AND FIGURE 11B-703.4.1 VISUAL CHARACTERS SHALL COMPLY WITH CBC SECTION 11B-703.5 AND SHALL BE 40” MINIMUM ABOVE FINISH FLOOR OR GROUND. • FINISH AND CONTRAST. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. CBC SECTION 11B-703.5.1 • CASE. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. CBC SECTION 11B-703.5.2 • STYLE. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. CBC SECTION 11B-703.5.3 • CHARACTER PROPORTIONS. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER “O” IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER “I”. CBC SECTION 11B-703.5.4 • STROKE THICKNESS. STROKE THICKNESS OF THE UPPERCASE LETTER “I” SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. CBC SECTION 11B-703.5.7 • CHARACTER HEIGHT. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER “I”. CBC SECTION 11B-703.5.5 • CHARACTER SPACING. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. CBC SECTION 11B-703.5.9 • LINE SPACING. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE CHARACTER HEIGHT. • FORMAT. TEXT SHALL BE IN A HORIZONTAL FORMAT. CBC SECTION 11B-703.5.10 • PICTOGRAMS SHALL COMPLY WITH CBC SECTION 11B-703.6. SYMBOLS OF ACCESSIBILITY SHALL COMPLY WITH CBC SECTION 11B-703.7. SCALE:NOT TO SCALE TYP MOUNTING ALIGNMENTS01 SCALE:NOT TO SCALE ACCESSIBLE ACCESSORIES03 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 9 : 5 9 : 1 8 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.07 TYPICAL ACCESSIBILITY DETAILS AND NOTES 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:3" = 1'-0" ADA-SIGNAGE NOTES02 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED MILLENIA AVE. MO N T A G E A V E . 10 C 9 S 5 S 6 S 9 S 7 S 7 S 7 S 5 A 9 S 9 S 9 S 7 S 7 S 6 S 9 S 6 S 10 S 9 C 9 S 11 11 S S 12 12 S S 12 11 S S 11 11 S S 9 S 9 S 9 S 11 7 S S 6 S 11 8 S S 3 S 7 8 S S 6 9 S S 2 S 6 S 6 S 7 S S 2 7 S 6 S TR A S H EN C L O S U R E CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A R T Y P . 48 " M I N . 01 G0.11 01 G0.11 05 G0.11 1 S 1 S DR I V E SD G E A C C E S S BLDG ENTRANCE LOWER LEVEL BL D G EN T R A N C E LE V E L 0 1 ________________01 G0.09 08 08 08 08 08 EXISTING BUILDING 2 5 LEVELS 169,000 SF 01 01 02 06 07 03 04 08 05 STANDARD ACCESSIBLE TOTAL SURFACE 346 9 (2 VAN) 392 EVCS 25 COMPACT 19 ACCESSIBLE ROUTE PER CBC11B-402 PROPERTY LINE SETBACKS SCOPE OF WORK BUILDING FOOTPRINT # x NUMBER OF STALLS IN RUN TYPE S=STANDARD A=ACCESSIBLE C=COMPACT BUILDING EXIT PATH OF EGRESS TO PUBLIC WAY ACCESSIBLE PARKING SPACE SHEET NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 0 : 0 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.08 OVERALL SITE PLAN 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1" = 30'-0" OVERALL SITE PLAN - LOWER LEVEL 0101 SCALE:1/16" = 1'-0" PARKING TABULATION02 LEGEND 01 EXISTING WAYFINDING SIGNAGE 02 EXISTING TRANSFORMER 03 EXISTING FLAGPOLES 04 ACCESSIBLE PARKING SIGNAGE 05 4' TALL LASER CUT CORTEN STEEL MONUMENT SIGN 06 PARK ACCESS 07 EXISTING TRASH ENCLOSURE 08 PEDESTRIAN SITE ACCESS 09 ACCESSIBLE BUILDING EXIT AT LOWER LEVEL FOR SUITE 050 10 EXISTING KNOX BOX 11 EXISTING BRIDGE OVER LOWER LEVEL 12 ACCESSIBLE PATH OF TRAVEL AT LOWER LEVEL 13 ACCESSIBLE BUILDING EXIT AT LOWER LEVEL FOR SUITE 010 AND LEVELS 01-04 14 EXISTING MAIL BOX 15 EXISTING BUILDING SIGNAGE 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED MILLENIA AVE. MO N T A G E A V E . 10 C 9 S 5 S 6 S 9 S 7 S 7 S 7 S 5 A 9 S 9 S 9 S 7 S 7 S 6 S 9 S S 9 C 9 S 11 11 S S 12 12 S S 12 S S 11 S S 9 S S 3 S TR A S H EN C L O S U R E CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V CL E A N A I R / VA N P O O L / E V TRASH ENCLOSURE, SEE BLDG 2 PERMIT SUBMITTAL B17-0654 FOR STRUCTURAL AND ARCHITECTURAL DETAILS CL E A R T Y P . 48 " M I N . 01 G0.11 1 S 1 S DR I V E SD G E A C C E S S EXISTING BUILDING 2 5 LEVELS 169,000 SF 11 13 10 08 08 08 08 08 09 12 15 14 ACCESSIBLE ROUTE PER CBC11B-402 PROPERTY LINE SETBACKS SCOPE OF WORK BUILDING FOOTPRINT # x NUMBER OF STALLS IN RUN TYPE S=STANDARD A=ACCESSIBLE C=COMPACT BUILDING EXIT PATH OF EGRESS TO PUBLIC WAY ACCESSIBLE PARKING SPACE SHEET NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 0 : 5 0 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G0.09 SITE PLAN 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:3/64" = 1'-0" SITE PLAN - LOWER LEVEL 0101 LEGEND 01 EXISTING WAYFINDING SIGNAGE 02 EXISTING TRANSFORMER 03 EXISTING FLAGPOLES 04 ACCESSIBLE PARKING SIGNAGE 05 4' TALL LASER CUT CORTEN STEEL MONUMENT SIGN 06 PARK ACCESS 07 EXISTING TRASH ENCLOSURE 08 PEDESTRIAN SITE ACCESS 09 ACCESSIBLE BUILDING EXIT AT LOWER LEVEL FOR SUITE 050 10 EXISTING KNOX BOX 11 EXISTING BRIDGE OVER LOWER LEVEL 12 ACCESSIBLE PATH OF TRAVEL AT LOWER LEVEL 13 ACCESSIBLE BUILDING EXIT AT LOWER LEVEL FOR SUITE 010 AND LEVELS 01-04 14 EXISTING MAIL BOX 15 EXISTING BUILDING SIGNAGE 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 0 : 0 0 : 5 1 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G1.10 CAL GREEN CHECKLIST 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 0 : 0 0 : 5 1 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G1.11 CAL GREEN CHECKLIST 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 0 : 0 0 : 5 1 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G1.12 CAL GREEN CHECKLIST 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 0 : 0 0 : 5 2 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G1.13 CAL GREEN CHECKLIST 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED 1267 SF CLASSROOM 1/20 64 OCC A-3 707 SF CLASSROOM 1/20 36 OCC A-3 125 SF STORAGE 1/300 1 OCC S-2 1116 SF OFFICE 1/150 8 OCC B 160 SF BREAK 1/15 11 OCC A-3 DO O R 32 39 0.15 56 541 SF EXAM 1/50 11 OCC B 100 SF IT 1/300 1 OCC S-2 1059 SF SKILLS LAB 1/50 22 OCC A-3 236 SF STORAGE 1/300 1 OCC S-2 504 SF CIRCULATION 1/150 4 OCC B DO O R 32 32 0.15 32 DO O R 32 34 0.15 32 DO O R 32 50 0.15 32 DO O R 32 50 0.15 56 DO O R 32 89 0.15 56 DO O R 32 85 0.15 32 DO O R 32 166 0.15 32 726 SF EXT PATIO 1/15 49 OCC A-3 AREA DIAGONAL 143' - 11" EGRESS SEPARATION 116' - 6" GA T E 134' - 0" 103' - 3" 74 ' - 0 " 57' - 5" 53 ' - 1 1 " 86 O C C U P A N T S 42' - 6" 67' - 7"54' - 2" 69' - 1" 53 ' - 1 0 " 01 1 1 1 OCCUPANCY DESIGNATION ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TALBES & CHAIRS) BUISINESS EDUCATIONAL - CLASSROOM EDUCATIONAL - VOCATIONAL AREA 315 SF HOSPITAL ROOM 1/50 7 OCC B 116 SF OBSERVATION 1/150 1 OCC B1 1 1 103 PH PH PHPH PH PH 1 PH 1 ET ET ET ET ET ET 1 ET ET DS PH OCCUPANT LOAD FACTOR DO O R 32 180 0.15 32 36 180 0.2 60ST A I R A NAME #### 1/### ### OCC B OCCUPANT LOAD OCCUPANT LOAD EGRESS CAPACITY FACTOR (1005.3.1) MINIMUM REQUIRED STAIR WIDTH CLEAR STAIR WIDTH PROVIDED OCCUPANT LOAD EGRESS CAPACITY FACTOR (1005.3.2) MINIMUM REQUIRED DOOR WIDTH CLEAR DOOR WIDTH PROVIDED GROSS FLOOR AREA AREA NAME OCCUPANCY TYPE 2-HOUR RATED WALL NON-RATED STUD WALL 2-HOUR RATED CONCRETE WALL EXIT DISCHARGE / WIDTH EXIT / EXIT ACCESS EXIT ACCESS TRAVEL DISTANCE FIRE EXTINGUISHER CABINET TACTILE EXIT SIGN PER CBC 1013.4, 11B-703.1 -703.5, RE: G0.07 EXIT SIGN FIRE EXTINGUISHER PATH OF TRAVEL -75' MAX F.E.C. ET X" DS DIRECTIONAL SIGNAGE PER CBC 1009.10 NOT IN SCOPE (E) EXIT ACCESS CORRIDOR (PERMIT #B25-1490) PANIC HARDWAREPH 1 1 REQUIRED EXIT SIGNS. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: (A) EACH GRADE-LEVEL EXTERIOR EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORD “EXIT.” (B) EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE(SECTION 1013.4): (I) “EXIT STAIR DOWN,” (II) “EXIT RAMP DOWN,” (III) “EXIT STAIR UP,” (IV) “EXIT RAMP UP.” (C) EACH EXIT DOOR THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, AND THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, “EXIT ROUTE.” (D) EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS “EXIT ROUTE.” (SECTION 1013.4) (E) EACH EXIT DOOR THROUGH A HORIZONTAL EXIT THAT IS REQUIRED TO COMPLY WITH SECTION 1013.1, SHALL BE IDENTIFIED BY A SIGN WITH THE WORDS, “TO EXIT.” (SECTION 1013.4) (F) EACH DOOR PROVIDING ACCESS TO AN AREA OF REFUGE FROM AN ADJACENT FLOOR AREA SHALL BE IDENTIFIED BY A SIGN STATING: "AREA OF REFUGE". (SECTION 1009.9) (G) EACH DOOR PROVIDING ACCESS TO AN EXTERIOR AREA FOR ASSISTED RESCUE SHALL BE IDENTIFIED BY A SIGN STATING: "EXTERIOR AREA FOR ASSISTED RESCUE". (H) RAISED CHARACTER AND BRAILLE EXIT SIGNS SHALL COMPLY WITH CHAPTER 11B, SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5. 2 REQUIRED DIRECTIONAL SIGNAGE. DIRECTION SIGNAGE COMPLYING WITH CHAPTER 11B, SECTION 11B-703.5 INDICATING THE LOCATION OF THE OTHER MEANS OF EGRESS AND WHICH ARE ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED AT THE FOLLOWING: (A) AT EXITS SERVING A REQUIRED ACCESSIBLE SPACE BUT NOT PROVIDING AN APPROVED ACCESSIBLE MEANS OF EGRESS. (B) AT ELEVATOR LANDINGS. (C) WITHIN AREAS OF REFUGE 3 REQUIRED STAIR IDENTIFICATION SIGNS. (SECTION 1023.9) (A) A SIGN SHALL BE PROVIDED AT EACH FLOOR LANDING IN AN INTERIOR EXIT STAIRWAY AND RAMP CONNECTING MORE THAN THREE STORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM OF THE INTERIOR EXIT STAIRWAY AND RAMP AND THE IDENTIFICATION OF THE STAIR OR RAMP. THE SIGNAGE SHALL ALSO STATE THE STORY OF, AND THE DIRECTION TO, THE EXIT DISCHARGE AND THE AVAILABILITY OF ROOF ACCESS FROM THE INTERIOR EXIT STAIRWAY AND RAMP FOR THE FIRE DEPARTMENT. THE SIGN SHALL BE LOCATED 5 FEET (1524 MM) ABOVE THE FLOOR LANDING IN A POSITION THAT IS READILY VISIBLE WHEN THE DOORS ARE IN THE OPEN AND CLOSED POSITIONS. (B) IN ADDITION TO THE STAIRWAY IDENTIFICATION SIGN, RAISED CHARACTERS AND BRAILLE FLOOR IDENTIFICATION SIGNS THAT COMPLY WITH CHAPTER 11B. SECTIONS 11B-703.1, 11B-703.2, 11B-703.3 AND 11B-703.5 SHALL BE LOCATED AT THE LANDING OF EACH FLOOR LEVEL, PLACED ADJACENT TO THE DOOR ON THE LATCH SIDE, IN ALL ENCLOSED STAIRWAYS IN BUILDINGS TWO OR MORE STORIES IN HEIGHT TO IDENTIFY THE FLOOR LEVEL. AT THE EXIT DISCHARGE LEVEL, THE SIGN SHALL INCLUDE A RAISED FIVE POINTED STAR LOCATED TO THE LEFT OF THE IDENTIFYING FLOOR LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE THE SAME AS THE HEIGHT OF THE RAISED CHARACTERS. SHEET NOTES LEGEND © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 2 0 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t G2.10 OCCUPANCY AND EGRESS PLAN - LOWER LEVEL 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 GENERAL NOTES SCALE:1/8" = 1'-0" LIFE SAFETY PLAN - LOWER LEVEL 011 OCCUPANCY CALCULATION NAME AREA OCCUPANCY TYPE OCCPANT FACTOR OCCUPANTS STORAGE 125 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 IT 100 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 STORAGE 236 SF ACCESSORY STORAGE AREAS, MECHANICAL EQUIPMENT ROOM 300 1 BREAK 160 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TALBES & CHAIRS) 15 11 EXT PATIO 726 SF ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED (TALBES & CHAIRS) 15 49 OFFICE 1,116 SF BUISINESS 150 8 CIRCULATION 504 SF BUISINESS 150 4 OBSERVATION 116 SF BUISINESS 150 1 CLASSROOM 1,267 SF EDUCATIONAL - CLASSROOM 20 64 CLASSROOM 707 SF EDUCATIONAL - CLASSROOM 20 36 EXAM 541 SF EDUCATIONAL - VOCATIONAL AREA 50 11 SKILLS LAB 1,059 SF EDUCATIONAL - VOCATIONAL AREA 50 22 HOSPITAL ROOM 315 SF EDUCATIONAL - VOCATIONAL AREA 50 7 6,973 SF 216 01 EXISTING 2-HR EXIT PASSAGEWAY. SEE PERMIT B25-1490 FOR ADDITIONAL INFORMATION 03 PROVIDE MAX OCCUPANT LOAD SIGNAGE WHERE INDICATIONED STATING "MAXIMUM OCCUPANCY 64" 1 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED PE R S C H E D U L E PER SCHEDULE A - SINGLE PE R S C H E D U L E PER SCHEDULE A - SINGLE 01 A8.01 ________________ 03 A8.01 ________________ PER PLAN PER SCHEDULEPER PLAN PE R S C H E D U L E PER SCHEDULE C - SINGLE STILE AND RAIL W/ INTEGRAL SIDELIGHT 6"6" 6" 10 " 02 A8.01 ________________ 04 A8.01 ________________ 05 A8.01 ________________ TEMPERED GLASS PER SCHEDULE PE R E L E V A T I O N B - PAIR PER SCHEDULE PE R E L E V A T I O N B - PAIR 03 A8.01 ________________ 01 A8.01 ________________ PE R S C H E D U L E PER SCHEDULE PE R S C H E D U L E PER SCHEDULE D - SINGLE W/ VISIONLITE 3' - 7 " M A X 3 ' - 0 " 6" 10" 10 " 1" , TYP 01 A8.01 ________________ 03 A8.01 ________________ E - SINGLE SLIDING POCKET PE R S C H E D U L E 06 A8.01 ________________ 09 A8.01 ________________ 08 A8.01 ________________PER SCHEDULE PE R E L E V A T I O N F - ASYMMETRIC PAIR 6" 6" 6" 10 " 02 A8.01 ________________01 A8.01 ________________ 03 A8.01 ________________04 A8.01 ________________ TEMPERED GLASS HARDWARE NOTES OPENING DOOR FRAME ASSEMBLY RATING REMARKSNO. LOCATION TYPE HDWR SET DIMENSIONS MAT FIN MAT FIN FIRE RATING (MIN)WIDTH HEIGHT THICKNESS 100A RECEPTION E 01B 3' - 1" 8' - 10" 1 3/4" SC WD WD PT - RIFT CUT WHITE OAK PER BLDG STD. FRAME TO MATCH ADJACENT FINISH 100B (E) 2-HR EXIT PASSAGEWAY A 04.1 3' - 0" 9' - 0" 1 3/4" SC PT AL PT 90 MIN DOOR TO MATCH ADJACENT FINISH. FRAME TO FACTORY FINISHED TO MATCH ADJACENT FINISH. 110 (30) GLOBAL CLASSROOM C 02A 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD 120 FURN STOR. 76 03.1 6' - 0" 8' - 10" 1 3/4" SC PL-3 AL SA - RIFT CUT WHITE OAK PER BLDG STD 130 (50) SHARED CLASSROOM F 02B 5' - 0" 8' - 10" 1 3/4" SC/GL & SC WD/CLR & WD AL SA - RIFT CUT WHITE OAK PER BLDG STD 140A STORAGE/JAN A 04 4' - 0" 8' - 10" 1 3/4" SC PL-6 AL SA - FRAME TO BE FACTORY FINISHED TO MATCH ADJACENT FINISH. 140B STORAGE/JAN B 03 3' - 4" 7' - 0" 1 3/4" SC PT AL PT - MATCH ADJACENT FINISH. FRAME TO BE FACTORY FINISHED TO MATCH ADJACENT FINISH. 150A SKILLS LAB D 01A.3 4' - 0" 8' - 10" 1 3/4" SC/GL PL-2/PL-6 AL SA - SPLIT DOOR FINISH W/ PL-2 AT SKILLS LAB SIDE AND PL-6 AT CORRIDOR SIDE 150B SKILLS LAB A 04.1 3' - 0" 8' - 10" 1 3/4" SC PT AL PT 90 MIN DOOR TO MATCH ADJACENT FINISH. FRAME TO FACTORY FINISHED TO MATCH ADJACENT FINISH. 160 SKILLS LAB A 04.2 3' - 0" 9' - 0" 1 3/4" SC PT AL PT - DOOR TO MATCH ADJACENT FINISH. FRAME TO FACTORY FINISHED TO MATCH ADJACENT FINISH. 170 HOSPITAL ROOM D 01A.2 4' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 180 HOSPITAL ROOM D 01A.2 4' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 190 OBSERV. A 01A.1 3' - 0" 8' - 10" 1 3/4" SC PL-3 AL SA - 200 HOSPITAL ROOM D 01A.2 4' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 210 EXAM ROOM D 01A 3' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 220 EXAM ROOM D 01A 3' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 230 EXAM ROOM D 01A 3' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 240 NURSING OFFICE C 02C 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD 250 NURSING OFFICE C 02C 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD 260 STAFF BREAK A 04.3 3' - 0" 8' - 10" 1 3/4" SC WD AL SA - RIFT CUT WHITE OAK PER BLDG STD 270 GLOBAL OFFICE C 02C 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 3/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 2 3 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A0.10 DOOR, FRAME AND HARDWARE SCHEDULES 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 DOOR SCHEDULE DOOR TYPES OPENING DOOR FRAME ASSEMBLY RATING REMARKSNO. LOCATION TYPE HDWR SET DIMENSIONS MAT FIN MAT FIN FIRE RATING (MIN)WIDTH HEIGHT THICKNESS 100A RECEPTION E 01B 3' - 1" 8' - 10" 1 3/4" SC WD WD PT - RIFT CUT WHITE OAK PER BLDG STD. FRAME TO MATCH ADJACENT FINISH 100B (E) 2-HR EXIT PASSAGEWAY A 04.1 3' - 0" 9' - 0" 1 3/4" SC PT AL PT 90 MIN DOOR TO MATCH ADJACENT FINISH. FRAME TO FACTORY FINISHED TO MATCH ADJACENT FINISH. 110 (30) GLOBAL CLASSROOM C 02A 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD 120 FURN STOR. 76 03.1 6' - 0" 8' - 10" 1 3/4" SC PL-3 AL SA - RIFT CUT WHITE OAK PER BLDG STD 130 (50) SHARED CLASSROOM F 02B 5' - 0" 8' - 10" 1 3/4" SC/GL & SC WD/CLR & WD AL SA - RIFT CUT WHITE OAK PER BLDG STD 140A STORAGE/JAN A 04 4' - 0" 8' - 10" 1 3/4" SC PL-6 AL SA - FRAME TO BE FACTORY FINISHED TO MATCH ADJACENT FINISH. 140B STORAGE/JAN B 03 3' - 4" 7' - 0" 1 3/4" SC PT AL PT - MATCH ADJACENT FINISH. FRAME TO BE FACTORY FINISHED TO MATCH ADJACENT FINISH. 150A SKILLS LAB D 01A.3 4' - 0" 8' - 10" 1 3/4" SC/GL PL-2/PL-6 AL SA - SPLIT DOOR FINISH W/ PL-2 AT SKILLS LAB SIDE AND PL-6 AT CORRIDOR SIDE 150B SKILLS LAB A 04.1 3' - 0" 8' - 10" 1 3/4" SC PT AL PT 90 MIN DOOR TO MATCH ADJACENT FINISH. FRAME TO FACTORY FINISHED TO MATCH ADJACENT FINISH. 160 SKILLS LAB A 04.2 3' - 0" 9' - 0" 1 3/4" SC PT AL PT - DOOR TO MATCH ADJACENT FINISH. FRAME TO FACTORY FINISHED TO MATCH ADJACENT FINISH. 170 HOSPITAL ROOM D 01A.2 4' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 180 HOSPITAL ROOM D 01A.2 4' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 190 OBSERV. A 01A.1 3' - 0" 8' - 10" 1 3/4" SC PL-3 AL SA - 200 HOSPITAL ROOM D 01A.2 4' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 210 EXAM ROOM D 01A 3' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 220 EXAM ROOM D 01A 3' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 230 EXAM ROOM D 01A 3' - 0" 8' - 10" 1 3/4" SC/GL PL-3 AL SA - 240 NURSING OFFICE C 02C 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD 250 NURSING OFFICE C 02C 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD 260 STAFF BREAK A 04.3 3' - 0" 8' - 10" 1 3/4" SC WD AL SA - RIFT CUT WHITE OAK PER BLDG STD 270 GLOBAL OFFICE C 02C 3' - 0" 8' - 10" 1 3/4" SC/GL WD/CLR AL SA - RIFT CUT WHITE OAK PER BLDG STD AL = ALUMINUM NR = NON FIRE RATED AN = ANODIZED PG = PAINT GRADE BS = BLDG STANDARD PH = PANIC HARDWARE CL = CLEAR PS = PERIMETER SEALS CM = CUSTOM MTL PTD = PAINT CR = CARD READER SA = SATIN ANODIZED DS = DECAL SIGN SC = SOLID CORE (E) = EXISTING ST = STAIN, OR CLEAR SEALER FH = FULL HEIGHT TG = TEMPERED GLASS FR = FIRE RATED WD = WOOD GL = FULLY TEMPERED GLASS IL = INTEGRATED LOUVER HC = HOLLOW CORE RFO = RECESSED FLOOR OPERATOR HM = HOLLOW METAL * SEE FINISH SCHEDULE FOR MORE INFORMATION REFER TO PROJECT MANUAL SECTION 08 71 00 FOR ALL HARDWARE SETS + SPECIFICATIONS. 1 CONTRACTOR TO PROVIDE COMPLETE DOOR/HARDWARE PACKAGE TO FUNCTION AS INDICATED. ALL DOORS AND HARDWARE SHALL BE BUILDING STANDARD, U.O.N. SUBMIT COMPLETE SPECS TO ARCHITECT FOR REVIEW AND APPROVAL. 2 ALL HARDWARE TO MEET TITLE 24 AND ACCESSIBILITY REQUIREMENTS. 3 CONTRACTOR TO FIELD VERIFY CONDITION, HAND, THROAT SIZE AND WORKABILITY OF ALL DOORS AND HARDWARE; REPAIR OR REPLACE AS REQUIRED. 4 HINGES AT RATED ASSEMBLIES SHALL BE BALL BEARING. 5 DOOR AND GATE OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS (11B-404.2.9): INTERIOR HINGED DOORS AND GATES: 5 LBS MAX, SLIDING OR FOLDER DOORS: 5 LBS MAX, REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS EXTERIOR HINGED DOORS: 5 LBS MAX. 6 LOCK CYLINDERS AND KEYS SHALL BE COORDINATED WITH TENANT AND BUILDING OWNER. 7 SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE (11B-404.2.10) 8 ALL GLAZING SHALL BE TEMPERED, ALL EXPOSED EDGES SHALL BE POLISHED. GLAZING WITHIN A 24" ARC OF EITHER SIDE OF DOORS MUST BE OF SAFETY GLAZING MATERIAL (CBC SEC. 2406) 9 OPERABLE PARTS OF DOOR HARDAWRE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVETHE FINISH FLOOR OR GROUND. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 LBS (11B-309.4, 11B-404.2.7) 10 TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR, AS APPLICABLE, BY 1/4" INCH MINIMUM UON. VERIFY SLAB CONDITIONS. TRIM EACH DOOR TO FIT CONDITION. WHERE VARIATIONS IN FLOOR ELEVATION EXIST, DOORS SHALL BE ORDERED WITH BOTTOM STILE SIZED TO ACCOMMODATE THESE UNDERCUT CONDITIONS. 11 EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. 12 DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MAXIMUM. 13 CARD READERS ARE FOR ACCESS CONTROLL ONLY AND WILL NOT RESTRICT EGRESS OPERATION. DOORS EQUIPPED WITH CARD READERS TO COMPLY WITH CBC 1010.2.11. 14 DOORS OF INTERIOR EXIT STAIRWAYS 2-HOUR FIRE RATED EXIT MUST MEET CBC SECTION 716, AND TABLE 716.1(2). DOORS OF INTERIOR EXIT STAIRWAYS MUST MEET THE MAXIMUM TRANSMITTED TEMPERATURE RISED PER CVC SECTION 716.2.2.3. INTERIOR EXIT STAIRWAY DOORS TO BE SELF-CLOSING PER CBC SECTION 716.2.6. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 HARDWARE SETS HARDWARE SET 01A 4 HINGES 1 PASSAGE SET 1 FLOOR STOP HARDWARE SET 01A.1 4 HINGES 1 PASSAGE SET 1 OH STOP 1 SURFACE CLOSER HARDWARE SET 01A.2 4 HINGES 1 PASSAGE SET 1 FLOOR STOP HARDWARE SET 01A.3 4 HINGES 1 PASSAGE SET 1 SURFACE CLOSER 1 FLOOR STOP HARDWARE SET 01B 1 SLIDING DOOR KIT 1 LONG DOOR PULL HARDWARE SET 02A 4 HINGES 1 MORTISE LOCK w/LEVER 1 CONCEALED CLOSER 1 ELECTRIFIED HARDWARE HARDEWARE SET 02B 8 HINGES 1 LATCH BOLT 1 PANIC HARDWARE 1 CONCEALED CLOSER 2 WALL STOP 1 ASTRAGAL 1 ELECTRIFIED HARDWARE REFER TO PROJECT MANUAL SECTION 08 71 00 FOR ALL HARDWARE SETS + SPECIFICATIONS. HARDWARE SET 02C 4 HINGES 1 DOOR PULL 1 FLOOR STOP 1 ELECTRIFIED HARDWARE HARDWARE SET 03 8 HINGES 2 PASSAGE SET w/MULTI-POINT LOCK 1 WALL STOP HARDWARE SET 03.1 8 HINGES 2 PASSAGE SET w/MULTI-POINT LOCK 2 WALL STOP HARDWARE SET 04 4 HINGES 1 MORTISE LOCK w/LEVER 1 SURFACE CLOSER 1 FLOOR STOP HARDWARE SET 04.1 4 HINGES 1 PANIC HARDWARE 1 SURFACE CLOSER 1 FLOOR STOP 1 ELECTRIFIED HARDWARE HARDWARE SET 04.2 4 HINGES 1 MORTISE LOCK w/LEVER 1 SURFACE CLOSER 1 ELECTRIFIED HARDWARE HARDWARE SET 04.3 4 HINGES 1 MORTISE LOCK w/LEVER 1 SURFACE CLOSER 1 FLOOR STOP 1 ELECTRIFIED HARDWARE 1 1 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED AL I G N ALIGN ALIGN UP UP 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C A6.05 03 (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 RECEPTION 010-100 (E) VESTIBULE GLOBAL OFFICE 010-270 STAFF BREAK 010-260 NURSING OFFICE 010-250 NURSING OFFICE 010-240 (E) 2-HR EXIT PASSAGEWAY CORRIDOR 010-50 HOSPITAL ROOM 010-200 OBSERV. 010-190 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 EXAM ROOM 010-210 EXAM ROOM 010-220 EXAM ROOM 010-230 STORAGE/JAN 010-140 SKILLS LAB 010-150 IT 010-160 FURN STOR. 010-120 ________________03 A6.00 04 A6.05 05 A6.04 05 06 04 03 A6.05 02 01 ________________01 A6.01 ________________01 A6.02 ________________01 A6.03 5' - 2 " 6 ' - 4 " 1 0 " 6 ' - 5 " 2 1 ' - 3 " 21' - 10 1/2" 6' - 3 7/8" 9' - 6" 2' - 2 3/8" 7' - 5 1/4" 7' - 8" 1' - 9 3/8" 9' - 5 1/2" 9' - 4 7/8" 11' - 11 3/4" 9' - 1 7/8" 11' - 8 3/8" 6' - 6 3/8" 10' - 5 1/4" 21' - 9 1/2" 6' - 0" 2' - 2 5/8" 25' - 0" 26' - 10 1/2"3' - 1 1/2" 14' - 2 1/8" 9 1/2" 15' - 0 1/2" 2' - 2 " 8 ' - 5 " 1 0 ' - 1 1 " 1 5 ' - 4 " 3 ' - 1 " ________________01 A6.00 110 100A 120 050 25 0 27 0 26 0 24 0 23 0 22 0 21 0 20 0 14 0 A 19 0 18 0 17 0 150A 15 0 B 160 13 0 A6.05 08 A6.0506 ________________07 A6.02 07 ________________01 A6.04 A3A A3 E A3 A A3A A6 A A6A A3A A3A A3AS D2E A3 A A3 A A3 A A3 A A3 A A3 A A3 A A3 A A3 A A3 A A3 A A3A A3A A3 E A3 A A3A A3E A3 A A6 A A3 A A3 E A6A A3A A3 A A3 A A3E A3A 100B 14 0 B ________________06 A9.01 03 A9.31 ________________ 1' - 10" 1 03 02 01 1 1 04 04 1 1 UP UP 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 01 01 01 01 03 03 02 NOT IN CONTRACT EXISTING WALL NEW WALL MILLWORK, DASHED LINE INDICATES UPPERS, REFER TO ELEVATIONS. WALL TAG/ TYPE ELEMENT ABOVE, REFER TO REFLECTED CEILING PLANS. REFER TO A0.002 FOR GRAPHIC SYMBOLS XXX DOOR TAG X SHEET NOTE TYP.TYPICAL THROUGHOUT, UON. FEC FIRE EXTINGUISHER CABINET XXXX © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 2 4 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A1.10 DEMO PLAN & CONSTRUCTION - LOWER LEVEL 01 - SUITE 010 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/8" = 1'-0" CONSTRUCTION PLAN | LOWER LEVEL | SUITE 01002 SCALE:1/8" = 1'-0" DEMOLITION PLAN | LOWER LEVEL 01 | SUITE 01001 GENERAL NOTES | DEMO SHEET NOTES | DEMO GENERAL NOTES | CONST LEGEND A REFER TO G00 SERIES SHEETS FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, ETC. B ALL EXISTING CONSTRUCTION TO REMAIN, UNLESS NOTED OTHERWISE. C VERIFY WITH BUILDING OWNER OR BUILDING MANAGER DISPOSITION OF ALL RE-USABLE DEMOLISHED MATERIALS AND EQUIPMENT PRIOR TO START OF WORK. D DEMO ALL EXISTING FINISHES THROUGHOUT, UNLESS NOTED OTHERWISE. E EXISTING PERIMETER WINDOW COVERINGS ARE TO BE RETAINED, BAGGED AND PROTECTED AS REQUIRED. A REFER TO A0 SERIES SHEETS FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, ACCESSIBILITY REQUIREMENTS, CLEARANCES, MOUNTING HEIGHTS, ETC. B ALL PARTITIONS TO BE TYPE "XXX", UNLESS NOTED OTHERWISE. REFER TO A0 SERIES SHEETS FOR PARTITION DETAILS. C PROVIDE LEVEL 4 FINISH AT ALL GYP BD SURFACES, UNLESS NOTED OTHERWISE. PROVIDE LEVEL 5 FINISH AT ALL PARTITIONS TO RECEIVE WALL COVERING. REFER TO FINISH PLAN FOR LOCATIONS. D USE 5/8" TYPE 'X' GYP. BD. AT ALL PARTITIONS UNLESS NOTED OTHERWISE. F PROVIDE BLOCKING AND/OR BACKING PANELS AS REQ AT ALL LOCATIONS INCLUDING, BUT NOT LIMITED TO: GRAB BARS, OVERHEAD CABINETRY, SHELVING, SIGNAGE, TOILET ROOM ACCESSORIES, WALL MOUNTED EQUIPMENT, ETC. 01 PATCH AND REPAIR SAW CUT. REFER TO PLUMBING DRAWINGS FOR LOCATION AND STRUCTURAL DRAWINGS FOR TRENCH INFILL. 02 SAW CUT AND REMOVE EXISTING SIDEWALK TO PREPARE FOR CONDUIT 03 PATCH AND REPAIR SAW CUT FOR FLOOR CORES. COORDINATE LOCATIONS WITH 01/A1.20 AND AV & ELECTRICAL DRAWINGS. SHEET NOTES | CONST 01 EXISTING GATE. REFER TO CORE AND SHELL EXTERIOR SCOPE. 02 PATCH AND REPAIR CONCRETE SIDEWALK AFTER CONDUIT IS RUN. 03 REFER TO STRUCTURAL & PLUMBING DRAWINGS FOR WATER HEATER SUPPORT. 04 EXISTING 2-HOUR RATED WALL (MIN. STC RATING 55) SEE PERMIT B25-1490 FOR ADDITIONAL INFORMATION 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED FEC FE C FEC __ _ _ _ _ _ _ _ _ NN N N N N N N N N N N N N N N N N NN N N N N N N N CR N CR N CR N CR N AV N +44AV N +44 N CR N AV N +88 N N NN NN NN N N N N N N N N N N CRN CR N CRN NN AV N +88 42" 42" N N N N N N N N N N FEC FE C FECCR NCRN TV N +XX +42''+42''+42'' CRE +4 4 ' ' +4 4 ' ' +4 4 ' ' +44''+44''+44" +4 2 ' ' +4 2 ' ' 60" 60 " 60 " 60" 60 " 60 " CR N CRN CRN TV N +XX TV N +XX60"60"60"60" N +44'' UP UP 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 2' - 1 0 " ø 5' - 0" EQ-52 EQ-53 EQ-22 EQ-25 EQ-22 TV-98 EQ-30 EQ-26 ________________01 A6.02 ________________01 A6.01 ________________01 A6.04________________01 A6.03 ø 5' - 0"ø 5' - 0" 24x60 TYP 30x60 TYP 30x60 TYP (50) SHARED CLASSROOM 010-130 STORAGE/JAN 010-140 SKILLS LAB 010-150 (E) 2-HR EXIT PASSAGEWAY IT 010-160 RECEPTION 010-100 GLOBAL OFFICE 010-270 STAFF BREAK 010-260 NURSING OFFICE 010-250 NURSING OFFICE 010-240 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 OBSERV. 010-190 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 CORRIDOR 010-50 TA-2 TYP CH-4 CH-4 TA-2 TYP B-1C ø 5' - 0" WS-1A WS-1A WS-1A CH-4 EQ-19 TYP WS-1A CH-4 TYP TYP ________________01 A6.00 CH-12B TA-20 CH-19 PATIO TA-21 CH-20 TYP TA-22 B-2 (30) GLOBAL CLASSROOM 010-110 TYP TYP TR-3 24x60 TYP EQ-43 RT-3RT-3 ø 5' - 0" ø 5' - 0"ø 5' - 0"ø 5' - 0" TV-98 TV-98 TA-7 CH-4 CH-4 CH-4 ST-3 CH-12C FURN STOR. 010-120 TA-11D CH-12C CH-12C 30"x48" 30"x48" 30"x48" 30"x48" 30"x48" 30"x 4 8 " 01 01 01 01 01 01 UP UP 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 STORAGE/JAN 010-140 SKILLS LAB 010-150 ITHOSPITAL ROOM 010-170 HOSPITAL ROOM 010-180 OBSERV. 010-190 HOSPITAL ROOM 010-200 EXAM ROOM 010-210 EXAM ROOM 010-220 EXAM ROOM 010-230NURSING OFFICE 010-240 NURSING OFFICE 010-250 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 (E) VESTIBULE RECEPTION 010-100 CORRIDOR 010-50 (E) 2-HR EXIT PASSAGEWAY XX " XX " XX " XX " 44" 44" 44 " TV-98 ________________03 A6.00 ________________02 A6.00 ________________02 A6.01 ________________02 A6.02 ________________07 A6.02 ________________02 A6.03 ________________01 A6.04 01 0102 NOT IN CONTRACT EXISTING WALL NEW WALL MILLWORK, DASHED LINE INDICATES UPPERS, REFER TO ELEVATIONS. WALL TAG/ TYPE ELEMENT ABOVE, REFER TO REFLECTED CEILING PLANS. REFER TO A0.002 FOR GRAPHIC SYMBOLS XXX DOOR TAG X SHEET NOTE TYP. TYPICAL THROUGHOUT, UON. FEC FIRE EXTINGUISHER CABINET XXXX FURNITURE/EQUIPMENT PROVIDED BY TENANT ACCESSIBLE PATH OF TRAVEL CLASSROOMS & SKILLS LAB TA-2: 24X60 MOBILE TRAINING TABLE DAVIS TECHNIQ TQ-1260 TABLE RECEPTION & OFFICES CH-4: TASK CHAIR HERMAN MILLER VERUS CHAIR KITCHENETTE OUTDOOR B-1C: 2-SEATER BENCH STYLEX FREE ADDRESS WS-1A/1B: WORKSTATION W/ CABINET HERMAN MILLER LAOUT STUDIO W/ UBI ACCESSORIES TA-7: LAPTOP/SIDE TABLE BLU DOT SWOLE TABLE CH-12B: STACKING CHAIR STYLEX VERVE POLY SHELL SEAT W/ METAL LEGS CH-12E: STACKING CHAIR W/ CASTERS STEELCASE MOVE CHAIR TA-11A: SQUARE DINING TABLE DAVIS RIZA TABLE - SQUIRCLE CH-19: OUTDOOR DINING CHAIR BLUDOT LOOKOUT OUTDOOR CHAIR TA-20: OUTDOOR 42"D X 29" H ROUND TABLE DAVIS VEER OUTDOOR TABLE B-2: OUTDOOR BENCH BLUDOT SKIFF OUTDOOR BENCH CH-20: OUTDOOR BAR STOOL DAVIS ARIEL STEEL BAR STOOL TA-21: 86" HIGHTOP TABLE KETTAL MAIA HIGH TABLE W/ ALUMINUM LEGS TR-3: WASTE ENCLOSURE SPRUCE AND GANDER BOX IRON TA-22: OUTDOOR OCCASIONAL TABLE ANDREU WORLD REVERSE TP TABLE © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 2 9 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A1.20 POWER PLAN & FURNITURE & EQUIPMENT PLAN - LOWER LEVEL 01 - SUITE 010 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/8" = 1'-0" FURNITURE & EQUIPMENT PLAN - LOWER LEVEL 0101 SCALE:1/8" = 1'-0" POWER & COMM PLAN | LOWER LEVEL | SUITE 01002 GENERAL NOTES | FURN GENERAL NOTES | POWER LEGEND A REFER TO A0 SERIES SHEETS FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, ADA REQUIREMENTS, CLEARANCES, MOUNTING HEIGHTS, ETC. B REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. C ALL POWER AND COMMUNICATION INDICATED BY (E) IS EXISTING TO REMAIN, UNO. D ALL ADJACENT DEVICES TO BE GANGED TOGETHER, UNO. PROVIDE MATCHING COVER PLATES AND ONE-PIECE TYPE GANG COVER PLATES UON. E DEDICATED RECEPTACLES TO RECEIVE WHITE RECEPTACLES AND ISOLATED GROUND RECEPTACLES TO RECEIVE ORANGE RECEPTACLES. F ALL DEVICE PENETRATIONS AT COMMON WALLS SHALL BE STAGGERED AND SEPARATED BY A VERTICAL STUD. ALL OPENINGS SHALL BE WRAPPED WITH SOUND INSULATION AND SEALED TIGHT W/ ACOUSTICAL SEALANT. REFER TO A0 SERIES FOR PARTITION DETAILS FOR MORE INFORMATION G CONTRACTOR TO COORDINATE ALL FLOOR CORE LOCATIONS W/ FURNITURE VENDOR, TENANT, OWNER AND ARCHITECT PRIOR TO START OF WORK. H CONTRACTOR TO COORDINATE DEVICE LOCATIONS PRIOR TO START OF WORK, INCLUDING (BUT NOT LIMITED TO) THE FOLLOWING: SYSTEMS FURNITURE LAYOUT, FREE STANDING AND BUILT-IN MILLWORK, STRUCTURAL COLUMN LINES AT POKE THRUS, FACE OF FINISH AT PARTITIONS AND FLOOR WHERE APPLICABLE. CONDUCT PRE-CONSTRUCTION CONFERENCE I CONTRACTOR TO PROVIDE COMPLETE CODE COMPLIANT INSTALLATION WHERE WHIPS ARE SCHEDULED FOR SYSTEMS FURNITURE, INCLUDING (BUT NOT LIMITED TO): WHIP MUST BE VISIBLE AND READILY ACCESSIBLE, WHIP INSTALLATION, HOOK UP AND ACTIVATION SHALL COMPLY W/ LOCAL LABOR LAWS AND REQUIREMENTS OF THOSE AHJ, INLCUDING UL. ALL WHIPS TO BE LOCATED OUTSIDE OF CLEAR AREAS REQUIRED FOR CIRCULATION, ACCESSIBLE ROUTES AND EGRESS PATHS. FURNITURE TYPE MARK DESCRIPTION MANUFACTURER MODEL PROVIDE D BY COMMENTS ACC-1 PAPER TOWEL DISPENSER BOBRICK B-9262 GC ACC-2 INTEGRATED WALL SYSTEM WELCH ALLYN GREEN SERIES 777 OFCI ACC-3 HAND SANITIZER DISPENSER PURELL H-1950 GC ACC-4 WALL-MOUNTED GLOVE DISPENSER ULINE H-9088 OFCI ACC-5 WALL-MOUNTED SHARPS DISPOSAL ULINE S-15309 OFCI ACC-6 WALL-MOUNTED SOAP DISPENSER GOJO ES4 OFCI EQ-6 REFRIGERATOR FISHER PAYKEL RF201ADX5 N GC EQ-8 MICROWAVE LG 1.5 CU. FT.NEOCHEF MW LMC1575ST GC EQ-18 COLOR PRINTER/COPIER SHARP BP-70C65 OFOI EQ-19 MONITOR TBD TBD OFOI EQ-20 COFFEE MAKER TBD TBD OFOI EQ-21 TOASTER OVEN TBD TBD OFOI EQ-22 PODIUM OMNI ALT. SPEC OFCI EQ-25 TRIPLE TRACK MARKER BOARD CLARUS GLIDE GC INCLUDE (2) CURVE TRAY ACCESSORIES, PER ELEVATION. EQ-26 MARKER BOARD CLARUS FLOAT GC INCLUDE (1) CURVE TRAY ACCESSORY, PER ELEVATION. EQ-30 ANATOMAGE TABLE ANATOMAGE - OFCI EQ-31 EXAM TABLE CLINTON 8890 OFCI EQ-34 MAYO TABLE PEDIGO PRODUCTS P-1069-SS OFCI EQ-35 EXAM STOOL Nemschoff, Inc. VINYL LAB STOOL W/O BACKREST OFCI EQ-36 Strecher Hill-Rom Co. 4794-001 OFCI EQ-37 HEAD WALL POCKET NURSE - OFCI EQ-38 PATIENT SIMULATOR MANIKIN A APOLLO - OFOI EQ-39 PATIENT SIMULATOR MANIKIN B APOLLO - OFOI EQ-40 PATIENT SIMULATOR MANIKIN C APOLLO - OFOI EQ-41 BEDSIDE TABLE HILLROM METROPOLITAN PS28 OFCI EQ-42 OVERBED TABLE Nemschoff, Inc. EZ-123 OFCI EQ-43 AV RACK MID ATLANTIC PRODUCTS SRSR SERIES GC COORDINATE DIMENSIONS W/AV AND MILLWORK EQ-44 COMPUTER MONITOR LENOVO TIO24T-G5 OFOI EQ-45 LAPTOP STORAGE CABINET TBD TBD OFCI EQ-46 Strecher Hill-Rom Co. 4794-001 OFCI EQ-47 RECESSED CEILING MOUNT PROJECTOR SCREEN DA-LITE ADVANTAGE 8'W GC EQ-49 MEDICATION STATION BD PYXIS MEDSTATION ES OFCI EQ-52 Standard Steel Red 6-Drawer, Breakaway Lock, 30in. Armstrong Medical Industries, INC. AR-6 OFCI EQ-53 DEFIBRILLATOR ZOLL MEDICAL CORPORATION R SERIES OFCI EQ-54 PODIUM STANDS AND MOUNTS EDU-LE OFCI FEC FIRE EXTINGUISHER CABINET -- -- GC TV-98 98" TV SCREEN SONY FW-98BZ30L GC EQUIPMENT SCHEDULE ULINE GURNEY STRYKER 747 26 METRO LIFELINE CRASH CART TBD A FURNITURE PLAN IS FOR REFERENCE ONLY. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 01 ACCESSIBLE 30"X48" CLEAR FLOOR SPACE PROVIDED AT 5% OF DINING/WORK SPACES TO COMPLY WITH CBC 11B-226. DINING/WORK SURFACE TO COMPLY WITH 11B-902. SHEET NOTES | FURN SHEET NOTES | POWER 01 PROVIDE ASSISTIVE LISTENING SYSTEM W/MIN OF 2 HEARING AID COMPATIBLE RECEIVERS TO COMPLY WITH CBC 11B-216.10 AND 11B-219. REFER TO T- DRAWINGS FOR ADDITIONAL INFORMATION. 02 PROVIDE ASSISTIVE LISTENING SYSTEM W/MIN OF 3 RECEIVERS (2 OF WHICH ARE HEARING AID COMPATIBLE) TO COMPLY WITH CBC 11B-216.10 AND 11B-219. REFER TO T- DRAWINGS FOR ADDITIONAL INFORMATION. 1 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C STORAGE/JAN 010-140 SKILLS LAB 010-150 (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) VESTIBULE (E) 2-HR EXIT PASSAGEWAY RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 FURN STOR. 010-120 IT 010-160 10' - 0" CL-02 10' - 0" CL-02 9' - 0" CL-02 9' - 0" CL-02 9' - 0" CL-02 9' - 0" CL-02 9' - 0" CL-02 9' - 0" CL-02 10' - 0" CL-02 10' - 0" CL-02 10' - 0" CL-02 9' - 0" CL-02 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L5 L5 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L2 L1 L1 L7 L7 L7L7 L7L7 L7 10' - 0" CL-02 L1 L1 L2 L2 L2 EXAM ROOM 010-210 L7 L2 L5 TYP. @ HOSPITAL ROOM TYP. @ EXAM ROOM TYP. @ NURSING OFFICE L5 L5 L7 L5 L5 8' - 0" CL-01 L5 ________________02 A6.04 01 A9.21 ________________ TYP @ GLOBAL CLASSROOM 02 A9.21 ________________ 09 A9.20 ________________ 10 A9.20 ________________ 11 A9.20 ________________ ________________03 A6.02 WS-1 WS-1 TYP @ STORAGE AND SKILLS LAB01 UP UP 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C SDSU GRAPHIC (30) GLOBAL CLASSROOM 010-110 FURN STOR. 010-120 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 SKILLS LAB 010-150 STORAGE/JAN 010-140 NURSING OFFICE 010-250 RECEPTION 010-100 NURSING OFFICE 010-240 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 OBSERV. 010-190 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 IT 010-160 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 (E) VESTIBULE ________________02 A6.01 ________________02 A6.02 ________________02 A6.03 ________________02 A6.00 PT-1RT-3 RB-8 TYP, UNO PT-1RT-3 RB-8 TYP, UNO PT-1 RB-8 TYP @ CORRIDOR, UNO SS-3 PL-2 SS-3 PL-2 PT-3 WP-1A WP-1A WP-1 WP-1 PT-1RT-4 RB-8 TYP, UNO PT-3 WP-2 PT-3 RB-9 PT-1RT-3 RB-8 TYP, UNO PT-1 RT-4 RB-8 WP-3 WP-3 WP-3 WP-3 WP-3 PL-2 GL-1 RB-9 PT-3 RB-9 PL-3 CR-1 CT-1 PT-1 RB-8 RT-3 01 A9.40 ________________ 02 A9.40 ________________ CN-1 02 A9.40 ________________03 A9.40 ________________ PT-3 RB-9 WP-2A FLOORING RT-3 Manufacturer:MANNINGTON Model:PROXY WOOD - PVC FREE Color: PEDIMENT OAK PRX206 Size: 7.25" X 48" Installation: RUNNING RESILIENT FLOORING PT-1 Manufacturer:SHERWIN WILLIAMS Color: SW7757 - HIGH REFLECTIVE WHITE Note: EGGSHELL AT WALLS, FLAT AT CEILINGS, AND SEMIGLOSS AT DOORS AND BASE. PAINT - GENERAL PAINT PLASTIC LAMINATE SOLID SURFACE WINDOW SHADES WS-1 Manufacturer:MECHOSHADE Model:SOHO 1600 SERIES Color: SILVER BIRCH Size: 3% OPENNESS Note: MATCH BUILDING STANDARD WINDOW ROLLER SHADE ALL FINISHES TO BE INSTALLED PER MANUFACTURER'S RECCOMENDATIONS. PL-3 Manufacturer:FENIX Color: BIANCO KOS (J0032) Note: COLORED CORE PLASTIC LAMINATE PL-2 Manufacturer:PIONITE Model:CATCHING FIREFLIES Color: WA110-SD Note: TEXTURED/ SUEDE PLASTIC LAMINATE SS-3 Manufacturer:CAMBRIA Model:MINNESOTA SNOW MATTE Size: 2CM THICK SOLID SURFACE RB-8 Manufacturer:TARKETT Model:JOHNSONITE MILLWORK BASE MANDALAY PROFILE Color: ICICLE Size: 2 1/2'' H RUBBER BASE RB-9 Manufacturer:TARKETT Model:JOHNSONITE MILLWORK BASE MANDALAY PROFILE Color: DOVER CG Size: 2 1/2'' H RUBBER BASE RUBBER BASE WALLCOVERING FRP Manufacturer:MARLITE Model:SMOOTH Color: S100 WHITE Note: INSTALL UP TO 60" H WHERE INDICATED FIBERGLASS REINFORCED PLASTIC WP-1 Manufacturer:CS CONSTRUCTION SPECIALTIES Model:ACROVYN SO-50 CORNER GUARDS Color: TO MATCH WHITE #949 WALL PROTECTION - CORNER GUARDS WP-2 Manufacturer:CS CONSTRUCTION SPECIALTIES Model:ACROVYN SCR-200 CRASH RAIL Color: TO MATCH #949 WHITE Size: LENGTH PER PLAN Note: PROVIDE END CAPS AT TERMINATIONS. REFER TO ELEVATIONS. WALL PROTECTION - CRASH GUARDS WP-3 Manufacturer:CS CONSTRUCTION SPECIALITIES Model:ACROVYN BL-10H Color: TO MATCH #262 DRIFTWOOD Note: INSTALL WITH 13 MM MOUNTING CUSION AE-0672 WALL PROTECTION - BED HEAD PROTECTIONDRAPERY CR-1 Manufacturer:MAHARAM Model:PROSE Color: GALAXY Note: TBD PRIVACY CURTAIN GL-1 Manufacturer:ST GOBAIN Model:MIRASTAR Size: 1/4" MIN THICKNESS GLASS - ONE-WAY MIRROR GLASS WP-2A Manufacturer:CS CONSTRUCTION SPECIALTIES Model:ACROVYN SCR-200 CRASH RAIL Color: TO MATCH #262 DRIFTWOOD Size: LENGTH PER PLAN Note: PROVIDE END CAPS AT TERMINATIONS. REFER TO ELEVATIONS. WALL PROTECTION - CRASH GUARDS PL-6 Manufacturer:ARBORITE Model:S431 CA Color: WILLOW GRAY PLASTIC LAMINATE CR-2 Manufacturer:MODO MED Model:22" MESH Color: WHITE PRIVACY CURTAIN - MESH PT-3 Manufacturer:SHERWIN WILLIAMS Model:DURABLE - TBD Color: SW 7647 - CRUSHED ICE Note: SATIN/ CLEANABLE FINISH @ RESTROOMS WALLS. PAINT - ACCENT CN-1 Manufacturer:WESTCOAT Model:EC-11 WITH TOP COAT OF SC-65F. Installation: GRIND AND SEAL Note: SEE 09 97 23. SLAB PREP AND PRODUCT INSTALLATION AS REQUIRED BY MANUFACTURER. MATCH CORE AND SHELL. CONCRETE FINISH WP-1A Manufacturer:CS CONSTRUCTION SPECIALTIES Model:ACROVYN SO-50 CORNER GUARDS Color: TO MATCH #262 DRIFTWOOD WALL PROTECTION - CORNER GUARDS CL-1 Color: TO BE PAINTED PT-1, UON. FLAT FINISH. Note: SAG-RESIS GYPSUM BOARD UON. GYPSUM WALL BOARD CL-2 Manufacturer:ROCKFON Model:ALASKA TILE Size: 24'' X 24'' Installation: 9/16" TEGULAR NARROW SUSPENSION SYSTEM W/ SLN EDGE CONDITION. 4000 TEMPRA Note: MUST MEET MINIMUM 0.95 NRC RATING, AND A 35+ CAC RATING. ACT - ACOUSTICAL CEILING TILE NOT IN CONTRACT EXISTING WALL NEW WALL MILLWORK, DASHED LINE INDICATES UPPERS, REFER TO ELEVATIONS. ELEMENT ABOVE, REFER TO REFLECTED CEILING PLANS. FLOOR TRANSITION © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 3 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A1.30 REFLECTED CEILING PLAN & FINISH PLAN - LOWER LEVEL 01 - SUITE 010 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/8" = 1'-0" REFLECTED CEILING PLAN | LOWER LEVEL | SUITE 01001 SCALE:1/8" = 1'-0" FINISH PLAN | LOWER LEVEL | SUITE 01002 GENERAL NOTES | RCP SHEET NOTES | RCP GENERAL NOTES | FINISH LEGEND A REFER TO A0 SERIES SHEETS FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, ADA REQUIREMENTS, CLEARANCES, MOUNTING HEIGHTS, ETC. B EXIT ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FC AT THE WALKING SURFACE LEVEL (CBC 1008.2). POWER FOR THE MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED BY THE BUILDING ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR (CBC 1008.1, 1008.2, 1008.3, 1008.4) C LOCATIONS OF CEILING PENETRATIONS, SUCH AS DIFFUSERS, GRILLS, LIGHT FIXTURES, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL REFLECTED CLG PLAN. WHERE DISCREPANCIES IN LOCATION OCCUR IN THE DOCUMENTS, THE ARCHITECTURAL PLANS GOVERN. D ALL NEW GRILLS, PERFORATIONS. FACE PLATES, ACCESS PANELS, AIR BARS AND TRIMS SHALL BE FACTORY FINISHED TO MATCH THE COLOR OF ADJACENT CEILING FINISH. A REFER TO A0 SERIES SHEETS FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, ADA REQUIREMENTS, CLEARANCES, MOUNTING HEIGHTS, ETC. B ALL PAINT FINISH LOCATIONS TO BE THREE COAT SYSTEMS. (1) COAT PRIMER, (2) COATS FINISH UNO. C WOOD AND RESILIENT FLOORS SHOULD BE LEVEL TO WITHIN 1/4" IN 10'. PROVIDE SURVEY OF FLOOR ELEVATIONS TO ARCHITECT PRIOR TO COMMENCEMENT OF WORK. D WALL BASE TO BE 2-1/2" HIGH ROLLED GOODS IN MAXIMUM LENGTHS. PROVIDE STRAIGHT BASE AT CARPET, COVE BASE AT VCT, BASE WRAP AROUND CORNERS. COORDINATE WITH ARCHITECT FOR CORRECT INSTALLATION METHOD. E WHERE FLOOR MT OUTLETS ARE SPECIFIED IN CARPETED AREA, CUT CARPET IN AN "X" OVER THE HOLE AND CARPET ACROSS TO ALLOW CARPET PATCHING IF OUTLETS ARE LATER CAPPED. DO NOT TRIM CARPET. F FLOOR COVERING IN CLOSETS SHALL BE THE SAME AS THAT OF THE SPACE ONTO WHICH THE CLOSET DOOR OPENS, UNO. G FLOORS SHOULD BE LEVEL AND TRUE PRIOR TO FLOORING INSTALLATIONS. H PRIOR TO SETTING TILE, CAULK AROUND ALL PIPES AND OTHER ELEMENTS PENETRATING SURFACE TO BE TILED USING SILICONE TYPE SEALANT. COMPLY WITH TCA INSTALLATION METHODS. FINISH PALETTE FINISH SCHEDULE CEILING SCHEDULE LIGHTING SCHEDULE TYPE MARK DESCRIPTION COMMENTS L1 3" RECESSED DOWNLIGHT REFER TO ELECTRICAL DRAWINGS L2 Low Profile Recessed LED Luminaire REFER TO ELECTRICAL DRAWINGS L5 4" PENDANT UTILITY LIGHT REFER TO ELECTRICAL DRAWINGS L7 UNDERCABINET TAPE LIGHT REFER TO ELECTRICAL DRAWINGS 4" APERATURE RECESSED LINEAR 01 EXISTING HSS STRUCTURE TO BE CLAD IN PRE-FINISHED SATIN ANODIZED ALUMINUM. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED N N +42''+42''+42'' N N AV N +88 42" TV N +XX __ ALIGN 2.3 A6.00 07 12' - 2" 6' - 4" 2' - 3" COORD. W/ EQUIP. 3' - 0" 2 1/2" D2 E S-2 F-2 SD-1 GD-1 EQ-20 A3 A D3E A3AS EQ-21 EQ-6 2.3 PT-1 RB-1RT-3 SS-3 PL-2 TYP, UNO REF PT-1 RB-1 PL-2 SS-3 2' - 1 0 " 4 " PL-3 EQ-6 EQ-8 EQ-20 10 A9.30 ________________11 A9.30 ________________03 A9.30 ________________01 A9.30 ________________06 A9.30 ________________ SURROUND, UNO 1 1/2" TYP @ EQ EQ EQ EQ COORD W/EQUIP 2' - 0"2 1/2" COORD W/EQUIP 3' - 0" EQ-21 4' - 2 1 / 2 " 1 1 " 9 1 / 2 " 3 ' - 1 1 / 2 " 3' - 1 0 " 2' - 1 1 / 2 " PT-3 PT-1 SS-3 RB-8 WD-2 6' - 6 " EQ EQ WALL GRAPHIC PER SDSU BRANDING. PROVIDE BACKING AS REQUIRED. 2' - 1 0 " 17 A9.30 ________________ OPEN TO BEYOND PT-3 PT-1 RB-9 WD-2 SS-3 PL-2 EQ-18 EQ-19 TYP 15 A9.30 ________________ 2' - 1 0 " 2' - 6 " 14 A9.30 ________________17 A9.30 ________________ ALIGN 04 A9.31 ________________ 2.2 A6.00 05 A6.00 06 5' - 2" 7' - 5" 11' - 4" 9" 2 ' - 0 " 4 ' - 2 1 / 2 " 9 " A3E MEMBERS, TYP. 1 1/2" THICK VERTICAL 5" SPACING, TYP. 1 1/2" TYP. CH-4 CH-4 CH-4 WS-1B WS-1B EQ-19 EQ-19 EQ-19 PD-1 2.2 PT-1 SS-3 WD-2 SS-3 RB-8RT-3 TYP, UNO PT-3 RB-9 PT-3 RB-9 GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 4 9 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A6.00 ENLARGED PLANS & ELEVATIONS - RECEPTION & STAFF BREAK 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/2" = 1'-0" ENLARGED CONSTRUCTION PLAN - STAFF BREAK03SCALE:1/2" = 1'-0" ENLARGED FINISH PLAN - STAFF BREAK04SCALE:3/8" = 1'-0" ELEVATION - STAFF BREAK SOUTH07 SCALE:3/8" = 1'-0" ELEVATION - RECEPTION NORTH05 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - RECEPTION DESK SOUTH06 SCALE:1/2" = 1'-0" ENLARGED PLAN - RECEPTION01 SCALE:1/2" = 1'-0" ENLARGED FINISH PLAN - RECEPTION02 A CALLOUTS ARE ENLARGED, REFER TO CORRESPONDING SHEETS FOR FULL SCALE/ FULL SCOPE REFERENCE. B REFER TO G0 SERIES FOR GRAPHIC SYMBOLS, A0 SERIES FOR CONSTRUCTION SYMBOLS, A1.20 FOR POWER/COMM SYMBOLS/ SCHEDULES, AND A1.30 FOR FINISH SYMBOLS + SCHEDULE. C REFER TO A6.01 FOR PLUMBING FIXTURE SCHEDULE. 01 EXISTING COLUMN IN EXAM ROOM 010-230 ONLY. SEE 01/A1.20 FOR ACCESSIBLE EXAM ROOM LAYOUT (EXAM ROOM 010-210 AND EXAM ROOM 010-220). 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED N N N N _ _ +4 4 ' ' 2.4 2.C A6.01 0604 03 05 2' - 0" 5' - 0 " EQ-34 1' - 0" ACC-2 ACC-1 ACC-6 S-3 EQ-31 ACC-3 EQ-35 1' - 7 " 01 5' - 0 " 5' - 0 " ACC-5 F-3 2.4 2.C SS-3 PT-1PT-3 RB-9 RB-8RT-4 TYP, UNO PL-2 PT-3 SS-3 PL-2 PL-2 RB-8 ACC-3 PT-3 RB-8 (E) CONCRETE COLUMN W/ FINISH TO REMAIN, TYP EQ-31 EQ-34 PL-2 2' - 1 0 " 4 " 1 ' - 8 " 3 ' - 0 " PL-2 SS-3 PT-3 RB-8 EQ EQ 3' - 2" 1' - 10" (4) EQ DOORS ACC-4 ACC-6ACC-1 ACC-2 06 A9.30 ________________ EQ-31 13 A9.30 ________________ 03 A9.30 ________________ EQ-34 4"4" ACC-5 (E) COLUMN PT-1 RB-8 GENERAL NOTES SHEET NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 1 : 5 9 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A6.01 ENLARGED PLANS & ELEVATIONS - EXAM ROOM 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/2" = 1'-0" ENLARGED PLAN - EXAM ROOM, TYP.01 SCALE:1/2" = 1'-0" ENLARGED FINISH PLAN - EXAM ROOM, TYP.02 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - EXAM ROOM NORTH, TYP.03 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - EXAM ROOM SOUTH, TYP.05 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - EXAM ROOM EAST, TYP.04 Type Mark Description Comments F-2 BREAK ROOM FAUCET REFER TO PLUMBING FOR SPECIFICATIONS F-3 Touch-free programmable faucet with above-deck electronics REFER TO PLUMBING FOR SPECIFICATIONS F-4 Deck-mounted high arc kitchen faucet with pull-down spout, single-hole mount REFER TO PLUMBING FOR SPECIFICATIONS F-5 SINK FAUCET REFER TO PLUMBING FOR SPECIFICATIONS GD-1 GARBAGE DISPOSAL REFER TO PLUMBING FOR SPECIFICATIONS S-2 UNDERMOUNT SINK REFER TO PLUMBING FOR SPECIFICATIONS S-3 ELKAY LUSTERTONE UNDERMOUNT SINK REFER TO PLUMBING FOR SPECIFICATIONS S-4 FREESTANDING UTILITY SINK REFER TO PLUMBING FOR SPECIFICATIONS S-5 MOP SINK REFER TO PLUMBING FOR SPECIFICATIONS SD-1 SOAP DISPENSER REFER TO PLUMBING FOR SPECIFICATIONS PLUMBING FIXTURE SCHEDULE GOOSENECK FAUCET GOOSENECK FAUCET W/ SPRAYER NOTE: FOR ACCESSORIES, REFER TO EQUIPMENT SCHEDULE ON SHEET A1.20. A CALLOUTS ARE ENLARGED, REFER TO CORRESPONDING SHEETS FOR FULL SCALE/ FULL SCOPE REFERENCE. B REFER TO G0 SERIES FOR GRAPHIC SYMBOLS, A0 SERIES FOR CONSTRUCTION SYMBOLS, A1.20 FOR POWER/COMM SYMBOLS/ SCHEDULES, AND A1.30 FOR FINISH SYMBOLS + SCHEDULE. C REFER TO A6.01 FOR PLUMBING FIXTURE SCHEDULE. 01 EXISTING COLUMN IN EXAM ROOM 010-230 ONLY. SEE 01/A1.20 FOR ACCESSIBLE EXAM ROOM LAYOUT (EXAM ROOM 010-210 AND EXAM ROOM 010-220). SCALE:3/8" = 1'-0" INTERIOR ELEVATION - EXAM ROOM WEST, TYP.06 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED N +44'' 2.5 2.C HOSPITAL ROOM 010-200 A6.0204 05 06 2' - 0 " 1' - 0 " 1" 1" EQ-36 EQ-44 EQ-42 1' - 2" 8' - 0 " E Q 5' - 0" EQ-35 3' - 1 " ø 5' - 0" ACC-3 ACC-1 ACC-6F-3 S-3 ACC-4 ACC-5 3' - 0 " 1 ' - 8 " 4 " 2 ' - 1 0 " PL-2 PL-2 SS-3 PT-3 RB-9 ACC-3 ACC-1 ACC-6 EQ EQ 06 A9.30 ________________03 A9.30 ________________ 13 A9.30 ________________ 3' - 2" 1' - 10" 5"5"EQ-44 WD-2 RB-8 PT-1 2' - 0 " WP-3 EQ-41 EQ-42 EQ-38 EQ-36 ACC-5 3' - 2 " ACC-4 DOOR CLEARANCE WHEN OPEN PT-3 RB-9 PL-2 PL-2 SS-3 (E) CONCRETE COLUMN W/ FINISH TO REMAIN, TYP GL-1 02 A8.01 ________________ BUTT JOINT AS REQ'D 07 A8.01 ________________ 10 A8.01 ________________ 11 A8.01 ________________ 2.C A6.0208 EQ-45 TYP 1' - 8" 8' - 0 " TY P EQ 4' - 0 " 3 ' - 4 " 2' - 6 " PT-3 RB-9 EQ-45 PL-2 GL-1 01 A9.30 ________________ 2' - 6" 05 A9.30 ________________ 11 A8.01 ________________ 02 A8.01 ________________ 07 A8.01 ________________ 10 A8.01 ________________ BUTT JOINT AS REQ'D 2.5 2.C HOSPITAL ROOM 010-200 PL-2 SS-3 PT-1 RB-8 PT-3 RB-9 RT-4 TYP, UNO WD-2 GL-1 2.5 2.C CL-02 9' - 0" L2 L2 L7 GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 2 : 1 2 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A6.02 ENLARGED PLANS & ELEVATIONS - HOSPITAL ROOM & OBSERVATION 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/2" = 1'-0" ENLARGED PLAN - HOSPITAL ROOM01 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - HOSPITAL RM N, TYP.05 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - HOSPITAL RM E, TYP,04SCALE:3/8" = 1'-0" INTERIOR ELEVATION - HOSPITAL RM W, TYP.06 SCALE:1/2" = 1'-0" ENLARGED PLAN - OBSERVATION ROOM07SCALE:3/8" = 1'-0" INTERIOR ELEVATION - OBSERVATION ROOM, TYP.08 SCALE:1/2" = 1'-0" ENLARGED FINISH PLAN - HOSPITAL RM, TYP.02SCALE:1/2" = 1'-0" ENLARGED RCP - HOSPITAL ROOM03 A CALLOUTS ARE ENLARGED, REFER TO CORRESPONDING SHEETS FOR FULL SCALE/ FULL SCOPE REFERENCE. B REFER TO G0 SERIES FOR GRAPHIC SYMBOLS, A0 SERIES FOR CONSTRUCTION SYMBOLS, A1.20 FOR POWER/COMM SYMBOLS/ SCHEDULES, AND A1.30 FOR FINISH SYMBOLS + SCHEDULE. C REFER TO A6.01 FOR PLUMBING FIXTURE SCHEDULE. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED N CR N N N 2.5 2.D A6.03 05 04 03 A6.0306 8' - 0" 2' - 6" 2' - 0 " 6 ' - 3 1 / 2 " 2 ' - 0 " 1' - 0" 1' - 0 " 1' - 0 " 2' - 0" F-5 S-5 S-4 F-4 3' - 1 0 " ø 5' - 0" 2.5 2.D RT-3 PT-1 RB-8 SS-3 PL-3 PL-3 PL-3 FRP (5) EQ DOORS (6) EQ DOORS 2' - 1 0 " 2 ' - 0 " 3 ' - 6 " PL-3 PL-3 SS-3 PL-3 PT-1 13 A9.30 ________________ 01 A9.30 ________________ 3' - 6 " 2 ' - 0 " RB-8 PL-3 PL-3 2' - 1 0 " SS-3 PT-1 13 A9.30 ________________ 03 A9.30 ________________01 A9.30 ________________ (7) EQ DOORS (5) EQ DOORS 1' - 4" (7) EQ DOORS 1' - 4" (5) EQ DOORS PL-3 PL-3 SS-3 PT-1 2' - 1 0 " 2 ' - 0 " 3 ' - 6 " PL-3 11 A9.30 ________________ 03 A9.30 ________________01 A9.30 ________________ PT-1 RB-8 PL-3 7' - 0 " 18 A9.30 ________________ GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 2 : 2 4 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A6.03 ENLARGED PLANS & ELEVATIONS - STORAGE/JANITOR 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1/2" = 1'-0" ENLARGED PLAN - STORAGE/JANITOR01 SCALE:1/2" = 1'-0" ENLARGED FINISH PLAN - STORAGE/JANITOR02 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - STORAGE/JAN W04 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - STORAGE/JANITOR N03 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - STORAGE/JANITOR S05 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - JANITOR'S CLOSET & MILLWORK06 A CALLOUTS ARE ENLARGED, REFER TO CORRESPONDING SHEETS FOR FULL SCALE/ FULL SCOPE REFERENCE. B REFER TO G0 SERIES FOR GRAPHIC SYMBOLS, A0 SERIES FOR CONSTRUCTION SYMBOLS, A1.20 FOR POWER/COMM SYMBOLS/ SCHEDULES, AND A1.30 FOR FINISH SYMBOLS + SCHEDULE. C REFER TO A6.01 FOR PLUMBING FIXTURE SCHEDULE. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED N N N N N N FEC +44'' 4' - 0 " EQ-54 EQ-47 CR-1 EQ-46EQ-41 EQ-35 EQ-35 EQ-46EQ-42 WP-3 ACC-5 WP-3 PT-3 RB-9 WP-3 ACC-3 ACC-3 ACC-3 EQ-41EQ-41 EQ-46 EQ-35 EQ-41 EQ-42 EQ-46 EQ-35 EQ-35EQ-46EQ-42 EQ-42EQ-42 WP-1 PT-1 RB-8 ACC-4 ACC-4EQ-37EQ-37 EQ-37 4' - 0 " ACC-4 CR-1 2' - 2 " EQ-40 EQ-39 EQ-38 2' - 1 0 " 4 " 1 ' - 8 " 3 ' - 6 " (6) EQ DOORS EQ-49 3' - 2"EQ 2' - 7" EQ SS-3 PL-2 PL-3 PT-3 PT-1 RB-8 RB-9WP-1 CR-1 CT-1 13 A9.30 ________________ WP-1 ACC-1 ACC-6 03 A9.30 ________________01 A9.30 ________________06 A9.30 ________________ 4' - 0 " (E) CONCRETE COLUMN W/ FINISH TO REMAIN, TYP ACC-3 EQ-37 ACC-5 EQ EQ PT-3 CR-1 RB-9 TYP CT-1 WP-3 EQ EQ ACC-3 EQ-37 ACC-5 EQ-35 EQ-46 EQ-42 EQ-41 EQ-35 EQ-46 EQ-41EQ-42 EQ EQ ACC-4 2' - 2 " ACC-4 2.6 2.D A6.04 05 06 04 03 EQ-46 EQ-35 EQ-42 EQ-41 8' - 6" 2' - 0 " 9 1 / 2 " S-3 F-3 1' - 7" EQ-41 EQ-42EQ-46 EQ-54 EQ-46 EQ-41 EQ-42 EQ-42 EQ-41 EQ-46 EQ-41 EQ-42 EQ-46 EQ-35 EQ-35 EQ-35 TA-2 TA-2 TA-2 TA-2 TA-2 TA-2 EQ-49 ACC-1 ACC-6 EQ-38 EQ-40 EQ-39 EQ-35 CH-12C EQ-47 ø 5' - 0" 2.6 2.D CL-02 10' - 0" L2 L2 L2 L2 L2 L2 EQ-47 L2 L2 L2 L2 L7 CR-1 CT-1 6" 9' - 0" 2' - 1" 6" 9' - 0"2' - 1" 2' - 1 " 7 ' - 0 " TYP 2' - 1 " 7 ' - 0 " 1 " WS-1 TYP @ GLAZING 1" 7 ' - 0 " 2 ' - 1 " 2' - 1 " 8 ' - 0 " 4 1 / 2 " 2' - 1 " 8 ' - 0 " 2' - 1" 9' - 0"01 A9.21 ________________ 10 A9.20 ________________ GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 2 : 3 9 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A6.04 ENLARGED PLANS & ELEVATIONS - SKILLS LAB 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SKILLS LAB NORTH03 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SKILL LAB EAST04 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SKILLS LAB SOUTH05 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SKILLS LAB WEST06 SCALE:1/4" = 1'-0" ENLARGED PLAN - SKILLS LAB01 SCALE:1/4" = 1'-0" ENLARGED RCP - SKILLS LAB02 A CALLOUTS ARE ENLARGED, REFER TO CORRESPONDING SHEETS FOR FULL SCALE/ FULL SCOPE REFERENCE. B REFER TO G0 SERIES FOR GRAPHIC SYMBOLS, A0 SERIES FOR CONSTRUCTION SYMBOLS, A1.20 FOR POWER/COMM SYMBOLS/ SCHEDULES, AND A1.30 FOR FINISH SYMBOLS + SCHEDULE. C REFER TO A6.01 FOR PLUMBING FIXTURE SCHEDULE. 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED PT-1 RB-1 08 A9.01 ________________ TYP. TV SCREEN ENABLED AT DAY 1 FOR FUTURE CAPABILITIES TELEPHONE TV-98 PT-1 RB-1 EQ-22 02 A9.31 ________________ 3' - 0 " EQ-25 EQ-22 PT-1 RB-8 TV-98 TV-98 02 A9.31 ________________ TYP. EQ-30 EQ-26 FEC 3' - 0 " 4 ' - 0 " PT-1 PT-3 SS-3 PL-2 2' - 1 0 " 1 ' - 0 " EQ-43 01 A9.30 ________________02 A9.30 ________________ 1"1' - 8" (4) EQ DOORS 1" 9 A9.30 ________________ TYP 4" MIN WP-2A RB-9 PT-3 WP-1A WP-1A 6" 3' - 6 " EQ-52 EQ-53 WP-2A WP-2A TYP 4" TYP 4" WP-2 RB-8 PT-1 TYP PT-1 RB-8 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 3/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 0 : 0 2 : 5 3 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A6.05 INTERIOR ELEVATIONS - CLASSROOMS AND CORRIDOR 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - GLOBAL CLASSROOM EAST01SCALE:3/8" = 1'-0" INTERIOR ELEVATION - GLOBAL CLASSROOM SOUTH02 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SHARED CLASSROOM SOUTH04 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SHARED CLASSROOM EAST03 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - SHARED CLASSROOM MILLWORK05 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - CORRIDOR NORTH07 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - CORRIDOR SOUTH08 SCALE:3/8" = 1'-0" INTERIOR ELEVATION - CORRIDOR WEST06 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED SCHEDULED FRAME (NON-RATED) SCHEDULED DOOR (NON-RATED) SCHEDULED PARTITION (NON-RATED) HEADER PER SCHEDULED DOOR 1/2" TEMPERED GLAZING SCHEDULED FRAME SCHEDULED DOOR SCHEDULED FRAME SCHEDULED PARTITION SCHEDULED PARTITION 4" WALL PANEL, WHERE OCCURS. FINISH FACE OF FRAME TO ALIGN WITH FACE OF WALL FINISH. ALIGN ALIGN FINISH FACE OF PARTITION 1/2" TEMPERED GLAZING SCHEDULED FRAME 3/8"PLASTIC ZIP JOINTS SCHEDULED PARTITION LATERAL BRACING w/(1) 2-1/2"x25GA STUD @ 48" O.C. FASTEN BRACKING TO STUD w #8 S.MS. FASTEN TO DECK ABOVE PER 12/A9.20 SCHEDULED FRAME 1/2" TEMPERED GLAZING STUD TO DECK ABOVE, FASTEN PER CEILING PER RCP 1/ 2 " HEADER PER GLAZING PER ELEVATION REMOVABLE STOP SCHEDULED ALUM WINDOW FRAME W/ THROAT PER PARTITION SIZE, U.N.O. NO BASE SCHEDULED SCHEDULED FLOOR FINISH WOOD BLOCKING POCKET SLIDING DOOR HARDWARE PARTITION AS SCHEDULED EQ EQ DOOR AS SCHEDULED LINE OF FRAME BEYOND 1/8"1/8" 1/2" JOINT SEALANT CEILING AS SCHEDULED INTERIOR ARCH WOODWORK 1/2" 1 1 / 2 " 1 1/2" INTERIOR ARCH WOODWORK INTERIOR ARCH WOODWORK WOOD BLOCKING EQ EQ FLAT STRAP & BACKING PLATE 1/ 2 " 1/ 8 " 5/8" JAMB TO JAMB OPENING WIDTH (3'-1") 2' - 8" MIN. CLEAR OPENING WIDTH (2' -8") JOINT SEALANT 1 1/2" 1/ 8 " ROOM SIDE CORRIDOR SIDE DOOR HARDWARE PARTITION AS SCHEDULED SCHEDULED DOOR LINE OF HEADER ABOVE 1/ 2 " 2"3"1 1/2" MIN. CLR.1 1/2" MIN. CLR. SCHEDULED DOOR LINE OF FRAME BEYOND FLOOR FINISH AS SCHEDULED SLIDING DOOR HARDWARE OCCURS INSIDE POCKET ONLY , SCHEDULED PARTITION SCHEDULED FRAME SCHEDULED GLAZING SILL PER 10/A9.15 PARTITION AS SCHEDULED LINE OF ALUM FRAME SILL BELOW EQ EQ VA R I E S GLAZING GASKET JOINT SEALANT SCHEDULED EXTRUDED ALUM FRAME TEMPERED GLAZING, PER GANA STANDARDS © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 3" = 1'-0" 2/ 1 3 / 2 0 2 6 1 0 : 0 2 : 5 5 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A8.01 DETAILS - DOOR/FRAME/WINDOW 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:3" = 1'-0" DOOR HEAD - NON-RATED SWING01 SCALE:3" = 1'-0" DOOR JAMB @ FRAMED GLAZING04 SCALE:3" = 1'-0" DOOR JAMB - TYPICAL03 SCALE:3" = 1'-0" INTERIOR GLAZING JOINT07 SCALE:3" = 1'-0" FRAMED INTERIOR GLAZING - HEAD02 SCALE:3" = 1'-0" FRAMED INTERIOR GLAZING - SILL05 SCALE:3" = 1'-0" DOOR HEAD - POCKET06 SCALE:3" = 1'-0" DOOR JAMB - POCKET09 SCALE:3" = 1'-0" SILL - POCKET08 SCALE:3" = 1'-0" SILL AT WINDOW10SCALE:3" = 1'-0" INT GLAZING AT JAMB11 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED EXISTING GLAZED ALUMINUM WINDOW WALL SYSTEM EXISTING 1" I.G.U. CONT. ACOUSTICAL SEALANT AND BACKER ROD, EA. SIDE, COLOR TO MATCH WINDOW SYSTEM WALL TYPE BY SCHEDULE NOTE: PAINT ALL GWB TO MATCH MATCH INTERIOR COLOR AND FINISH SEE NOTE FOR EXTENT OF PAINT CENTERLINE OF WALL TO ALIGN W/ CENTERLINE OF MULLION MAX 3/8" SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN BASE PLAN HEAD MECANICAL FASTENER HILTI X-U LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 16" O.C. STAGGERED (ICC ESR-2269) MECANICAL FASTENER HILTI X-U LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 16" O.C. (ICC ESR-2269) CONCRETE SLAB CONTINUOUS ACOUS. SEALANT SLIP TYPE HEAD JOINT 5/8" TYPE X GYP BD (1 LAYER 5/8" SILENT FX IN LIEU OF STANDARD TYPE X @ "S" SUFFIX MODIFIER, SEE SCHEDULE BELOW) METAL RUNNER TRACK METAL STUD SOUND ATTENUATION BLANKET PER SCHEDULE SOUND ATTENUATION BLANKET METAL STUD METAL RUNNER TRACK CONTINUOUS ACOUS. SEALANT CONCRETE SLAB 3/ 4 " SLIP-TYPE HEAD JOINT EX T E N D G Y P 6 " P A S T C L G @ X X B T Y P E S SCHEDULED CEILING, REFER TO REFLECTED CEILING PLAN MECANICAL FASTENER HILTI X-U LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 16" O.C. STAGGERED (ICC ESR-2269) BASE PLAN HEAD REFER TO PLAN(S) VARIES CONCRETE SLAB CONTINUOUS ACOUS SEALANT METAL RUNNER TRACK METAL STUD SOUND ATTENUATION BLANKET EXISTING WALL TO REMAIN SOUND ATTENUATION BLANKET PER SCHEDULE METAL STUD METAL RUNNER TRACK GYP BD SLIP-TYPE HEAD JOINT CONTINUOUS ACOUS SEALANT CONCRETE SLAB MECANICAL FASTENER HILTI X-U LOW VELOCITY POWDER ACTUATED DRIVE FASTENERS AT 16" O.C. STAGGERED (ICC ESR-2269) 3/ 4 " NOTES: 1. D3A TO BE FULLY BRACED 1/8" CLEAR, TYP (CONDUIT OR PIPE SHALL NOT CONTACT WALL) ACOUSTICAL SEALANT SINGLE CONDUIT, CABLE OR PIPE SIMILAR FOR DOUBLE STUD PARTITION CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM 1/2" CLEAR, TYP MULTIPLE CONDUIT (SIMILAR FOR SINGLE STUD PARTITION) CONDUIT SLEEVE CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM 1/8" CLEAR, TYP (CONDUIT OR PIPE SHALL NOT CONTACT WALL) SLEEVE WITH MULTIPLE CABLES PENETRATIONS OF ACOUSTICAL PARTITIONS BY CONDUIT, CABLE, PIPES, ETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. GAPS LARGER THAN 1/2" SHALL BE COVERED W/ GYP BD. LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. ALL PENETRATIONS SHALL BE INSTALLED/SEALED IN ACCORDANCE WITH ASTME814 OR UL 1479 PER CBC 714.3.1.2 1/8" CLEAR, TYP (CONDUIT OR PIPE SHALL NOT CONTACT WALL) ACOUSTICAL SEALANT SINGLE CONDUIT, CABLE OR PIPE SIMILAR FOR DOUBLE STUD PARTITION CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM 1/2" CLEAR, TYP MULTIPLE CONDUIT (SIMILAR FOR SINGLE STUD PARTITION) CONDUIT SLEEVE CLOSED CELL POLYURETHANE FOAM OR FIRE RATED SILICONE FOAM 1/8" CLEAR, TYP (CONDUIT OR PIPE SHALL NOT CONTACT WALL) SLEEVE WITH MULTIPLE CABLES PENETRATIONS OF ACOUSTICAL PARTITIONS BY CONDUIT, CABLE, PIPES, ETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. GAPS LARGER THAN 1/2" SHALL BE COVERED W/ GYP BD. LAPPED A MINIMUM OF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT. ALL PENETRATIONS SHALL BE INSTALLED/SEALED IN ACCORDANCE WITH ASTME814 OR UL 1479 PER CBC 714.3.1.2 PARTITION PER PLAN BOX PAD (TYP.) (SIMILAR FOR STAGGERED STUDS) TYPICAL OUTLET BOX CONTINUOUS ACOUSTICAL SEALANT AROUND ENTIRE PERIMETER (TYP.) NOTE: SEPARATE CONDUIT FOR OUTLET BOXES ON 2 SIDES OF PARTITION. NO CONTACT BETWEEN STUDS TYPICAL DOUBLE STUD PARTITION WITH SOUND ISOLATION NOTES: 1. PLACE OUTLET BOXES IN SEPARATE STUD SPACES 2. BACK-TO-BACK OUTLETS NOT PERMITTED. 3. PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS. 4. PROVIDE BACKING EQUIVALENT TO HILTI CP617 (CA FIRE MARSHALL LISTING 4485-1200:0129) 5. DEPTH OF OUTLET BOX MUST BE COMPATIBLE WITH STUD SIZE IN ORDER TO ACCOMMODATE BOX PAD. 6. ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTICAL INSULATION. APPLIES TO POWER, PHONE, COMMUNICATIONS, ETC. TYPICAL SINGLE STUD PARTITION WITH SOUND ISOLATION 24" MIN 24" MIN PARTITION PER PLAN BOX PAD (TYP.) (SIMILAR FOR STAGGERED STUDS) TYPICAL OUTLET BOX CONTINUOUS ACOUSTICAL SEALANT AROUND ENTIRE PERIMETER (TYP.) NOTE: SEPARATE CONDUIT FOR OUTLET BOXES ON 2 SIDES OF PARTITION. NO CONTACT BETWEEN STUDS TYPICAL DOUBLE STUD PARTITION WITH SOUND ISOLATION NOTES: 1. PLACE OUTLET BOXES IN SEPARATE STUD SPACES 2. BACK-TO-BACK OUTLETS NOT PERMITTED. 3. PLUG ALL UNUSED KNOCK-OUTS IN OUTLET BOXES WITH KNOCK-OUT CAPS. 4. PROVIDE BACKING EQUIVALENT TO HILTI CP617 (CA FIRE MARSHALL LISTING 4485-1200:0129) 5. DEPTH OF OUTLET BOX MUST BE COMPATIBLE WITH STUD SIZE IN ORDER TO ACCOMMODATE BOX PAD. 6. ACOUSTICAL BOX PAD REQUIREMENT APPLIES TO ALL PARTITIONS WITH ACOUSTICAL INSULATION. APPLIES TO POWER, PHONE, COMMUNICATIONS, ETC. TYPICAL SINGLE STUD PARTITION WITH SOUND ISOLATION 24" MIN 24" MIN BLDG STD FIRE EXTINGUISHER CABINET, FACTORY FINISHED PARTITION PER PLAN 1/4" SEALANT SHIM, AS REQUIRED SHIM, AS REQUIRED TO C E N T E R O F H A N D L E 44 " A F F 1/4" SEALANT 4" MAX BLDG STD FIRE EXTINGUISHER CABINET, FACTORY FINISHED PARTITION PER PLAN 1/4" SEALANT SHIM, AS REQUIRED SHIM, AS REQUIRED TO C E N T E R O F H A N D L E 44 " A F F 1/4" SEALANT 4" MAX 16" 16" 16" 16" 20 GA. STUD 20 GA. STUD TYPE 1 BASE CABINET, WALL HUNG CABINET, SHELVES, LAVATORY, GRAB BAR, ELECTRICAL PANEL, TELEVISION, SURFACE MOUNTED LIGHT FIXTURE AND AS SHOWN. TYPE 2 ALL TOILET ACCESSORIES, FIRE EXTINGUISHER CABINET, WALL MOUNTED TELEPHONE OUTLET, WALL MOUNTED DOOR STOP, WINDOW BLIND AND AS SHOWN. 6" X 16 GA. STL. PLATE FASTEN FLUSH TO STUDS W/(2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN. THREE STUDS. 6" X 20 GA. STL. STUD. NOTCH AND FASTEN FLUSH TO STUDS W/(2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MINIMUM THREE STUDS. NOTE: 1. EXTEND BCK'G PLATES TO LAST STUD BEYOND FACE OF FIXTURE OR ACCESSORY TYP 2. PROVIDE METAL SLEEVES THROUGH WALL FINISH AT FIXTURE FASTENING, TYP. 3. ALL BACKING PLATES SHOWN OR NOT SHALL BE SCREWED TO STUDS, TYP. 16" 16" 16" 16" 20 GA. STUD 20 GA. STUD TYPE 1 BASE CABINET, WALL HUNG CABINET, SHELVES, LAVATORY, GRAB BAR, ELECTRICAL PANEL, TELEVISION, SURFACE MOUNTED LIGHT FIXTURE AND AS SHOWN. TYPE 2 ALL TOILET ACCESSORIES, FIRE EXTINGUISHER CABINET, WALL MOUNTED TELEPHONE OUTLET, WALL MOUNTED DOOR STOP, WINDOW BLIND AND AS SHOWN. 6" X 16 GA. STL. PLATE FASTEN FLUSH TO STUDS W/(2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN. THREE STUDS. 6" X 20 GA. STL. STUD. NOTCH AND FASTEN FLUSH TO STUDS W/(2) 8-18 WAFER HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MINIMUM THREE STUDS. NOTE: 1. EXTEND BCK'G PLATES TO LAST STUD BEYOND FACE OF FIXTURE OR ACCESSORY TYP 2. PROVIDE METAL SLEEVES THROUGH WALL FINISH AT FIXTURE FASTENING, TYP. 3. ALL BACKING PLATES SHOWN OR NOT SHALL BE SCREWED TO STUDS, TYP. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 0 : 0 2 : 5 7 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A9.01 PARTITION TYPES & DETAILS 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 PARTITION TAG PARTITION TYPE DESIGNATOR (SEE PARTITION SERIES TYPE SCHEDULES) FRAMING MEMBER DEPTH (SEE TABLE B OR TABLE C - BELOW PARTITION SERIES (SEE TABLE A - BELOW) FIRE RATING (IF APPLICABLE) TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY A 1-LAYER METAL C-STUD 1-LAYER B 2-LAYERS METAL C-STUD 2-LAYERS C 1-LAYER METAL C-STUD 2-LAYERS D 1-LAYER METAL C-STUD NONE E 2-LAYERS METAL C-STUD NONE F 1-LAYER MTL HAT CHANNEL NONE G 1-LAYER NONE NONE H 1-LAYER METAL C-H STUD NONE J 2-LAYERS METAL C-H STUD LINER PNL K 1-LAYER (2) METAL C-STUDS 1-LAYER L 2-LAYERS (2) METAL C-STUDS 2-LAYERS M NONE CMU NONE V-Z CUSTOM N/A N/A -NO FRAMING 0 7/8" FURRING CHANNEL N/A 1 1 5/8" TABLE B- FRAMING DEPTH SCHEDULE TAG NUMBER DESIGNATION MTL STUD DEPTH MTL C-H STUD DEPTH WOOD STUD DEPTH N/A N/A 2 2 1/2" 2 1/2" N/A 3 3 5/8" N/A N/A 4 4" 4" 4 1/2" 6 6" 6" 5 1/2" 8 8" N/A 7 1/4" 10 10" N/A 9 1/4" TABLE D- PARTITION TYPE DESIGNATION SCHEDULE TAG LETTER DESIGNATION DESCRIPTION A T.0. SLAB - B.O. SLAB B C D E STEEL SHEET THICKNESS FOR STUDS AND RUNNERS MIN. STEEL BASE METAL THICKNESS (UNCOATED)GAGE* 12 14 16 18 20 22 25 0.1017 INCH 97 MM 0.0713 68 0.0566 54 0.0451 43 0.0312 30 0.0270 27 0.0179 18 MILS *GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20, 22, AND 25 USED FOR NON-STRUCTURAL FRAMING SERIES SHEATHING FRAMING MEMBERS SHEATHING 1 A2A ICC SCHEDULE/REFERENCES GN-01.PARTITION TYPES ARE NOT SEQUENTIAL. GN-02. ALL PARTITION SHEATHING TO BE 5/8" TYPE "X" GYPSUM BOARD UNLESS OTHERWISE NOTED. GN-03.ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES. GN-04.FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA TABLES FOR INTERIOR NON- STRUCTURAL NON-COMPOSITE PARTITIONS GN-05. CONTRACTOR TO RE-CONFIRM STUD SIZING AND SUBMIT SELECTION CRITERIA FOR REVIEW INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF SLAB INFORMATION N-U RESERVED FOR FUTURE EXPANSION 1.34 1.09 0.84 0.68 0.45 X X *USE OF DIMPLED STEEL STUDS ACCEPTABLE PROVIDED CONTRACTOR SUPPLIES DOCUMENTATION PROVING THE EQUIVALENT MINIMUM BASE METAL THICKNESS IS ACHIEVED ICC REFERENCECONDITION METAL STUD ESR-3064P, CCRR-0224 ESR-2012 ESR-1271 ESR-1752, ESR-2269 METAL SLIP TRACK S.M. SCREWS P.A. FASTENER FASTENER SPACING FOR DRYWALL AND SHEATHING 8" O.C. AT PANEL EDGES 2" O.C. AT PANEL FIELD TYPE 'S' SCREWS (BASE & HEAD CONDITION) F G H J K L M T.0. SLAB - B.O. DECK T.0. SLAB - PARTIAL HT. T.0. SLAB - B.O. CEILING T.0. SLAB - 6" ABOVE CEILING RAISED FLOOR - B.O. SLAB RAISED FLOOR - B.O. DECK RAISED FLOOR - PARTIAL HT. RAISED FLOOR - B.O. CEILING T.O. SLAB - B.O. DECK T.O. SLAB - B.O. CEILING (HEAVY GA. STUD) NOT USED SHEET LEGEND SHEET NOTES PARTITION TAG PARTITION TYPE DESIGNATOR (SEE PARTITION SERIES TYPE SCHEDULES) FRAMING MEMBER DEPTH (SEE TABLE B OR TABLE C - BELOW PARTITION SERIES (SEE TABLE A - BELOW) FIRE RATING (IF APPLICABLE) TABLE A- PARTITION SERIES CONSTRUCTION ASSEMBLY A 1-LAYER METAL C-STUD 1-LAYER B 2-LAYERS METAL C-STUD 2-LAYERS C 1-LAYER METAL C-STUD 2-LAYERS D 1-LAYER METAL C-STUD NONE E 2-LAYERS METAL C-STUD NONE F 1-LAYER MTL HAT CHANNEL NONE G 1-LAYER NONE NONE H 1-LAYER METAL C-H STUD NONE J 2-LAYERS METAL C-H STUD LINER PNL K 1-LAYER (2) METAL C-STUDS 1-LAYER L 2-LAYERS (2) METAL C-STUDS 2-LAYERS M NONE CMU NONE V-Z CUSTOM N/A N/A -NO FRAMING 0 7/8" FURRING CHANNEL N/A 1 1 5/8" TABLE B- FRAMING DEPTH SCHEDULE TAG NUMBER DESIGNATION MTL STUD DEPTH MTL C-H STUD DEPTH WOOD STUD DEPTH N/A N/A 2 2 1/2" 2 1/2" N/A 3 3 5/8" N/A N/A 4 4" 4" 4 1/2" 6 6" 6" 5 1/2" 8 8" N/A 7 1/4" 10 10" N/A 9 1/4" TABLE D- PARTITION TYPE DESIGNATION SCHEDULE TAG LETTER DESIGNATION DESCRIPTION A T.0. SLAB - B.O. SLAB B C D E STEEL SHEET THICKNESS FOR STUDS AND RUNNERS MIN. STEEL BASE METAL THICKNESS (UNCOATED)GAGE* 12 14 16 18 20 22 25 0.1017 INCH 97 MM 0.0713 68 0.0566 54 0.0451 43 0.0312 30 0.0270 27 0.0179 18 MILS *GAGE 16,18 USED FOR STRUCTURAL FRAMING; 20, 22, AND 25 USED FOR NON-STRUCTURAL FRAMING SERIES SHEATHING FRAMING MEMBERS SHEATHING 1 A2A ICC SCHEDULE/REFERENCES GN-01.PARTITION TYPES ARE NOT SEQUENTIAL. GN-02. ALL PARTITION SHEATHING TO BE 5/8" TYPE "X" GYPSUM BOARD UNLESS OTHERWISE NOTED. GN-03.ALL PARTITIONS SHALL BE COORDINATED WITH SCHEDULED FINISHES FOR PARTITION LAYOUT AND REQUIRED CLEARANCES. GN-04.FOR INTERIOR FRAMING LIMITING HEIGHTS REFER TO SSMA TABLES FOR INTERIOR NON- STRUCTURAL NON-COMPOSITE PARTITIONS GN-05. CONTRACTOR TO RE-CONFIRM STUD SIZING AND SUBMIT SELECTION CRITERIA FOR REVIEW INCLUDING DELINEATION OF SLAB TO UNDERSIDE OF SLAB INFORMATION N-U RESERVED FOR FUTURE EXPANSION 1.34 1.09 0.84 0.68 0.45 X X *USE OF DIMPLED STEEL STUDS ACCEPTABLE PROVIDED CONTRACTOR SUPPLIES DOCUMENTATION PROVING THE EQUIVALENT MINIMUM BASE METAL THICKNESS IS ACHIEVED ICC REFERENCECONDITION METAL STUD ESR-3064P, CCRR-0224 ESR-2012 ESR-1271 ESR-1752, ESR-2269 METAL SLIP TRACK S.M. SCREWS P.A. FASTENER FASTENER SPACING FOR DRYWALL AND SHEATHING 8" O.C. AT PANEL EDGES 2" O.C. AT PANEL FIELD TYPE 'S' SCREWS (BASE & HEAD CONDITION) F G H J K L M T.0. SLAB - B.O. DECK T.0. SLAB - PARTIAL HT. T.0. SLAB - B.O. CEILING T.0. SLAB - 6" ABOVE CEILING RAISED FLOOR - B.O. SLAB RAISED FLOOR - B.O. DECK RAISED FLOOR - PARTIAL HT. RAISED FLOOR - B.O. CEILING T.O. SLAB - B.O. DECK T.O. SLAB - B.O. CEILING (HEAVY GA. STUD) NOT USED SHEET LEGEND TYPE MARK TYPE DESCRIPTION TYPE COMMENTS OVERALL THICKNESS FRAMING ATTEN THK STC RTG FIRE RTG TESTED ASSEMBLYGA DEPTH SPACING A2A 2 1/2" metal stud partition w/1 layer 5/8" gyp. ea. side SLAB TO SLAB 0' - 3 3/4" 20 2 1/2" 16" O.C. 2 1/2" - - A3A 3 5/8" metal stud partition w/1 layer 5/8" gyp. ea. side SLAB TO SLAB 0' - 4 7/8" 20 3 5/8" 16" O.C. 3 5/8" - - A3AS 3 5/8" metal stud partition w/1 layer 5/8" gyp. ea. side SLAB TO SLAB 0' - 4 7/8" 20 3 5/8" 16" O.C. 3 5/8" 56 - A3E 3-5/8" STUD w/(1) LAYER GYP EA. SIDE. SLAB TO 6" ABV CEILING GRID 0' - 4 7/8" 20 3 5/8" 16" O.C. 3-5/8" - - A6A 6" STUD w/(1) LAYER GYP EA. SIDE. SLAB TO SLAB 0' - 7 1/4" 20 6" 16" O.C. 6" - - TYPE MARK TYPE DESCRIPTION TYPE COMMENTS FRAMING ATTEN THK FIRE RTG TESTED ASSEMBLYGA DEPTH SPACING D2E 2 1/2" metal stud partition w/1 layer 5/8" gyp. int. SLAB TO 6" ABOVE CEILING/ GRID 20 2 1/2" 16" O.C. - - D3E 3 5/8" metal stud partition w/1 layer 5/8" gyp. int. SLAB TO 6" ABOVE CEILING/ GRID 20 3 5/8" 16" O.C. - - SCALE:3" = 1'-0" NEW PARTITION AT (E) CURTAIN WALL06 SCALE:3" = 1'-0" PARTITION TYPE A02SCALE:3" = 1'-0" PARTITION TYPE D04 SCALE:1 1/2" = 1'-0" DT-PTN/PENETRATION(S)201SCALE:3" = 1'-0" OUTLET BOX DETAILS03SCALE:3" = 1'-0" FIRE EXTINGUISHER CABINET05SCALE:3" = 1'-0" BACKING PLATE08 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 1 02.13.2026 PCC#1 1 "S" SUFFIX INDICATES ACOUSTICAL ASSEMBLY PER TEST #OL17-0229 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED SECTION A-A A A 2 4 3 2 3 4 51 F Rating — 2 Hr A. Concrete — Min 2-1/2 in (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. B. Steel Floor and Form Units* — Composite or non-composite max 3 in. (76 mm) deep galv steel fluted units as specified in the individual Floor-Ceiling Design. 2. Firestop Device* — Cast in place firestop device permanently embedded during concrete placement or grouted in concrete assembly in accordance with accompanying installation instructions. The 3, 4 and 6 in. devices may extend a max 2 in. (51 mm) above the top surface of the concrete. The max extension above the slab for the 2 and 2.5 in. devices is not restricted. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 680-75/2.5"N, CP 680-110/4"N, CP 680-160/6"N, CP 680-P 2", CP 680-P 3", CP 680-P 4", CP 680-P 6", CP 680-PX 2", CP 680-PX 3" A and in the manner specified in the individual D900 Series designs in the UL Fire Resistance Directory and as summarized below: 1A. Floor Assembly - (Optional - Not Shown) — The fire rated unprotected concrete and steel floor assembly shall be constructed of the materials 1. Floor Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete. SECTION A-A System No. F-A-2053 Nom Pipe Diameter Firestop Device 1/2 in. to 2 in. (19 mm to 51 mm)CP 680-75/2.5"N CP 680-P 2" CP 680-PX 2" 3 in. (76 mm)CP 680-P 3" CP 680-PX 3" 3 in. to 4 in. (76 mm to 102 mm)CP 680-110/4"N CP 680-P 4" 6 in. (152 mm)CP 680-160/6"N CP 680-P 6" ++ L Rating applies only to CP 680-P(X) devices and only when the nom diam of pipe equals size of device (2 in. diam pipe in 2" device etc.) L Rating does not apply to CP 680N devices. 4. Firestop Device* — (Not shown) -Top Seal Plug for use with CP 680-P(X) 2" device Installed in accordance with the manufacturer's instructions. The Top Seal Plug is optional for nom 1-1/2 in. (38 mm) pipes and conduits. Top Seal Plugs are required for all pipes and conduits less than nom 1-1/2 in. (38 mm). W Rating applies only to the IPS Top Seal Plug and nom 2 in. diam penetrants, and to CPS Top Seal Plugs with nom 1/2 to 2 in. (13 to 51 mm) diam penetrants. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CPS and IPS Top Seal Plugs 4A. Firestop Device* - Water Barrier Module — (Optional, Not Shown) - Used as an alternate to the top seal plug (Item 4). Applies to nom 2", 3", 4" and 6" water barrier modules used in combination with the CP 680-P(X) 2", CP 680-P(X) 3", CP 680-P 4" CP 680-P 6" devices, respectively, and supplied by device manufacturer. Module is threaded onto top of device. W Rating applies only when water barrier module is used and nom diam of penetrant equals size of device. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — Water Barrier Module * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. +Bearing the UL Listing Mark 3. Through Penetrants — One nonmetallic pipe or conduit to be installed within the firestop system. Pipe or conduit to be rigidly supported on both sides of floor assembly. For W Rating with Water Barrier Module, pipe shall be installed from bottom of device. The following types and sizes of nonmetallic pipes or conduits may be used: A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) SDR11 or SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Rigid Nonmetallic Conduit+ — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with the National Electrical Code (NFPA No. 70). The firestop devices and nonmetallic penetrants shall be sized as follows: T Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/sq ft (See Item 3) L Rating At 400 F — Less Than 1 CFM/sq ft (See Item 3) W Ratings — Class 1 (See Items 3, 4 and 4A) A 3 2 2 3 1 The firestop device and metallic penetrant shall be sized as follows: 4. Tube Insulation - Plastics+ — Nom ¾ or 1 in. (19 or 25 mm) thick acryonitrile butadiene/polyvinyl chloride (AB/PVC) flexible foam furnished in the form of tubing. See Plastics+ (QMFZ2) Category in the Plastics Recognized Component Directory for names of manufacturers. Any Recognized Component tube insulation material meeting the above specifications and having a UL94 Flammability Classification of 94-5VA may be used. 5. Packing Material — (Not Shown) - When using a 1 in. (25 mm) diam pipe with 1 in. (25 mm) thick AB/PVC pipe insulation in a 4 in. (102 mm) device, and a min 2 in. (51 mm) thickness of min 4 pcf (64 kg/m3) mineral wool batt insulation shall be firmly packed into top of devices, flush with the top of the device. * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Nom Pipe Diam, in. (mm) Nom Thick. Of Pipe Insul., in. (mm)Firestop Device T-Rating, Hr 1/2 (13) 1 (25)CP 680-75/2.5"N, CP 682-72/2.5"CP 680-M 2", CP 680-P 2", CP 680-P 2"3/4 1 (25) 3/4 (19)CP 680-75/2.5"N CP 680-P 3", CP 680-P 3"1/2 1 (25) 1 (25)CP 680-M 3", CP 680-P 3", CP 680-P 3"1/2 1 (25) (see Item 5) 1 (25)CP 682-110/4"CP 680-M 4" 1/2 2 (51) 1 (25)CP 680 110/4"N, CP682 110/4"CP 680-M 4", CP 680-P 4"1/2 2 (51) 3/4 (19) or 1 (25)CP 680-100/4"NCP 680-P 4", CP 680-M 4"1/2 4 (102) 3/4 (19) or 1 (25)CP 680-160/6"NCP 680-P 6", CP 680-M 6"1/2 SECTION A-A A A 1A 1B 33 2 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 0 : 0 3 : 1 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 5 5 . 7 3 9 2 . 60 0 _ M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s _ R 2 4 . r v t A9.11 DETAILS - UL LISTINGS 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 1. Wall Assembly —The 1, 2 or 3 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 2-1/2 in. (64 mm) wide for 1 and 2 hr F and FH rating and 3-1/2 in. (89 mm) wide for 3 hr F and FH rating and spaced max 24 in. (610 mm) OC. B. Gypsum Board* —Min 5/8 in. (16 mm) thick with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design. Max diam of opening is 18-5/8 in. (473 mm). The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrants —One metallic pipe or tubing to be installed within the firestop system. Pipe or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or tubing may be used: A. Steel Pipe —Nom 12 in. (305 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe —Nom 12 in. (305 mm) diam (or smaller) cast or ductile iron pipe. C. Copper Tubing —Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing. When the hourly F or FH Rating of the firestop system is 3 hr, the nom diam of copper tube shall not exceed 4 in. (102 mm). D. Copper Pipe —Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. When the hourly F or FH Rating of the firestop system is 3 hr, the nom diam of copper pipe shall not exceed 4 in. (102 mm). 3. Pipe Covering* —Nom 1, 1-1/2 or 2 in. (25, 38 or 51 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg/m3) glass fiber units jacketed on the outside with an all service jacket. Longitudinal joints sealed with metal fasteners or factory-applied self-sealing lap tape. Transverse joints secured with metal fasteners or with butt tape supplied with the product. For 1 and 2 hr F and FH Ratings, the annular space between insulated penetrant and periphery of opening shall be min 0 in. (point contact) to max 1-7/8 in. (48 mm). For 3 hr F and FH Ratings, the annular space shall be min 0 in. (point contact) to max 1-1/4 in. (32 mm). See Pipe and Equipment Covering —Materials (BRGU) category in the Building Material Directory for the names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. The hourly T, FT, FTH Ratings of the firestop system are 1/2 hr for 1 hr rated walls and 1 hr for 2 hr rated walls. For 3 hr rated walls, the hourly T, FT and FTH Ratings when steel and iron pipes are used are 1 hr. For 3 hr rated walls, the hourly T, FT and FTH Ratings when copper penetrants are used are 1-1/4 hr for 2 in. (51 mm) thick pipe covering and 0 hr for pipe covering thickness less than 2 in. (51 mm). 3A. Pipe Covering* —(Not Shown) —As an alternate to Item 3, max 2 in. (51 mm) thick cylindrical calcium silicate (min 14 pcf) units sized to the outside diam of the pipe or tube may be used. Pipe insulation secured with stainless steel bands or min 18 AWG stainless steel wire spaced max 12 in. (305 mm) OC. When the alternate pipe covering is used, the T and FT Rating shall be as specified in item 3 above. See Pipe and Equipment Covering —Materials (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. 4. Fill, Void or Cavity Material* —Sealant —For 1 and 2 hr F and FH Rating, min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. For 3 hr F and FH Rating, min 1 in. (25 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point contact location between pipe covering and gypsum board, a min 1/2 in. (13 mm)diam bead of fill material shall be applied at the pipe covering/gypsum board interface on both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —FS-One Sealant *Bearing the UL Classification Mark SYSTEM NO. W-L-5029 2 WALL PENETRATIONS -PIPES8 FLOOR PENETRATIONS -CABLE BUNDLE 6 WALL PENETRATIONS -CABLE BUNDLE 7 FLOOR PENETRATIONS -PIPES 1. Wall Assembly —The fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300, U400 or V400 Series Wall and Partition Designs in the UL fire Resistance Directory and shall include the construction features noted below: A. Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced max 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* —Nom 5/8 in. thick gypsum board, as specified in the individual Wall and Partition Design. Max diam of opening is 11-1/2 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through-Penetrants —One nonmetallic pipe, conduit or tubing to be installed within the firestop system. The annular space between pipe and periphery of opening shall be min 0 in. (point contact) to max 1/2 in. Pipe or conduit to be rigidly supported on both sides of the wall assembly. The following types and sizes of nonmetallic pipes may be used: A. Polyvinyl Chloride (PVC) Pipe —Nom 10 in. diam (or smaller) Schedule 40 solid-core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. B. Chlorinated Polyvinyl Chloride (CPVC) Pipe —Nom 10 in. diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems. C. Acrylonitrile Butadiene Styrene (ABS) Pipe —Nom 6 in. diam (or smaller) Schedule 40 solid-core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems D. Flame Retardant Polypropylene (FRPP) Pipe —Nom 6 in. diam (or smaller) Schedule 40 FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. E. Polyvinylidene Fluoride (PVDF) Pipe —Nom 4 in. diam (or smaller) PVDF pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. When max 6 in. diam pipe is used, T Rating is equal to the hourly fire rating of the wall. When nom 8 in. or 10 in. diam pipe is used, T Rating is 0 hr. 3. Firestop Device* —Firestop Collar —Firestop collar shall be installed in accordance with the accompanying installation instructions. Collar to be installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar. (Minimum two anchor hooks for 1-1/2 and 2 in. diam pipes, three anchor hooks for 3 and 4 in. diam pipes, four anchor hooks for 6 in. diam pipes, ten anchor hooks for 8 in. diam pipes and twelve anchor hooks for 10 in. diam pipes). The anchor hooks are to be secured to the surface of wall with 3/16 in. diam by 2-1/2 in. long steel toggle bolts along with washers. As an alternate for pipe sizes of nom 4 in. diam or less, min No. 10 by 1-1/2 in. long drywall or laminate screws with min 3/4 in. steel washers may be used. When the drywall or laminate screw is used, T Rating shall not exceed 1 hr. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N, CP 643 160/6"N, CP 644 200/8" andCP 644 250/10" Firestop Collars 4. Fill, Void or Cavity Material* —Sealant -(Not Shown) —Min 1/2 in. thickness of sealant applied within the annular space for nom 8 in. and 10 in. diam pipes, flush with each side of wall. Sealant in annular space is optional for max 6 in. diam pipes. A min 1/4 in. thickness of sealant is required within the annular space, flush with each side of wall, to attain the L Ratings for max 6 in. diam pipes. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —FS-One Sealant *Bearing the UL Classification Mark F Ratings —1 and 2 Hr (See Item 1) T Ratings —0, 1 and 2 Hr (See Items 2 and 3) L Rating At Ambient —3 CFM/sq ft L Rating At 400 F —Less Than 1 CFM/sq ft SYSTEM NO. W-L-2078 1 FLOOR PENETRATIONS -PIPES 5 WALL PENETRATIONS -PIPES 4 FLOOR PENETRATIONS -PIPES 3 2 Hrs. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Hr 2 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED MAX TYP 45°. VERTICAL STRUT @ 12'-0" O.C. MAX & 6'-0" MIN FROM PERIMETER WALLS FOR MAIN RUNNERS & 4'-0" FOR CROSS RUNNERS. 12 GA VERTICAL HANGER WIRE @ 4'-0" EACH WAY W/ MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP) 12 GA. SPLAY BRACE WIRE IN 4 DIRECTIONS 90 DEG APART @ 12'-0" X 8'-0" O.C. WITH 4 TIGHT TURNS IN 1 1/2" NOTES: 1. 2" MAX FROM BRACING WIRES TO CROSS RUNNERS. MAIN RUNNERS S E N W 4'-0" TYP SEE NOTE 1 EA WAY MAX TYP 45°. VERTICAL STRUT @ 12'-0" O.C. MAX & 6'-0" MIN FROM PERIMETER WALLS FOR MAIN RUNNERS & 4'-0" FOR CROSS RUNNERS. 12 GA VERTICAL HANGER WIRE @ 4'-0" EACH WAY W/ MIN 3 TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE (TYP) 12 GA. SPLAY BRACE WIRE IN 4 DIRECTIONS 90 DEG APART @ 12'-0" X 8'-0" O.C. WITH 4 TIGHT TURNS IN 1 1/2" NOTES: 1. 2" MAX FROM BRACING WIRES TO CROSS RUNNERS. MAIN RUNNERS S E N W 4'-0" TYP SEE NOTE 1 EA WAY 45°. 45°. MAX TYP 60°. SUPPLEMENTARY HANGER WIRE, WHERE REQ'D (REFER TO CHART ON THIS SHEET). WIRE TO BE 12 GA WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO STRUCTURE. MIN. OF 3 WIRE TURNS EA CONNECTION POINT. 12 GA FIXTURE SUPPORT WIRES AT A MIN OF 2 CORNERS LOCATED DIAGONALLY @ EA FIXTURE. CROSS TEE RECESSED FLUORESCENT FIXTURE 45°. 45°. MAX TYP 60°. SUPPLEMENTARY HANGER WIRE, WHERE REQ'D (REFER TO CHART ON THIS SHEET). WIRE TO BE 12 GA WITHIN 3" OF EACH CORNER OF LIGHT FIXTURE. SPLAY WIRES AS SHOWN AND FASTEN TO STRUCTURE. MIN. OF 3 WIRE TURNS EA CONNECTION POINT. 12 GA FIXTURE SUPPORT WIRES AT A MIN OF 2 CORNERS LOCATED DIAGONALLY @ EA FIXTURE. CROSS TEE RECESSED FLUORESCENT FIXTURE AT UNRESTRAINED WALLS: PROVIDE APPROVED SEISMIC CLIPS AT EACH T- BAR UN R E S T R A I N E D UNRESTRAINED RESTRAINED ONLY WHEN EXPRESSLY APPROVED BY THE OWNER OR ARCHITECT AS A DEDUCT ALTERNATE SHALL 2" MOLDING BE PROVIDED IN LIEU OF CLIPS. THIS ALTERNATE REQUIRES SPREADER BARS AS INDICATED IN DASHED LINES AT RESTRAINED WALLS: PROVIDE FIXED CONNECTION AT EACH T-BAR. ONLY WHEN EXPRESSLY APPROVED BY THE OWNER OR ARCHITECT AS A DEDUCT ALTERNATE SHALL POP RIVETS BE USED. PERIMETER HANGER WIRES AT CROSS AND MAIN RUNNERS, AS REQUIRED BY CODE. PER APPLICABLE ICC REFERENCE REPORT. RE S T R A I N E D AT UNRESTRAINED WALLS: PROVIDE APPROVED SEISMIC CLIPS AT EACH T- BAR UN R E S T R A I N E D UNRESTRAINED RESTRAINED ONLY WHEN EXPRESSLY APPROVED BY THE OWNER OR ARCHITECT AS A DEDUCT ALTERNATE SHALL 2" MOLDING BE PROVIDED IN LIEU OF CLIPS. THIS ALTERNATE REQUIRES SPREADER BARS AS INDICATED IN DASHED LINES AT RESTRAINED WALLS: PROVIDE FIXED CONNECTION AT EACH T-BAR. ONLY WHEN EXPRESSLY APPROVED BY THE OWNER OR ARCHITECT AS A DEDUCT ALTERNATE SHALL POP RIVETS BE USED. PERIMETER HANGER WIRES AT CROSS AND MAIN RUNNERS, AS REQUIRED BY CODE. PER APPLICABLE ICC REFERENCE REPORT. RE S T R A I N E D COMPRESSION STUD OR CHANNEL & VERTICAL SUPPORT PER SCHEDULE BRACE WIRES, TYP CROSS TEE MAIN TEE METAL STUD SCHEDULE 250S137-33 (20GA) - UP TO 6'-0" (2)250S137-33 (20GA) - UP TO 12'-0" STUD/CHANNEL OPTION 1 #8 SMS @ 12" O.C. COMPRESSION STUD OR CHANNEL & VERTICAL SUPPORT PER SCHEDULE BRACE WIRES, TYP CROSS TEE MAIN TEE METAL STUD SCHEDULE 250S137-33 (20GA) - UP TO 6'-0" (2)250S137-33 (20GA) - UP TO 12'-0" STUD/CHANNEL OPTION 1 #8 SMS @ 12" O.C. HANGER WIRE 8" MAX. 8" MAX. 15/16" HANGER WIRE 8" MAX. 15/16 8" MAX. CODE REQ'D GAP DETAIL AT FIXED CONDITION DETAIL AT SLIP CONDITION CODE REQ'D GAP REFER TO CHART ON THIS SHEET EXPANSION CLIP, ALLOWED TO SLIP, INSTALLED PER MFR REQUIREMENTS 3/4" X 15/16" WALL ANGLE MOULDING, HEMMED EDGE 3/4" X 15/16" WALL ANGLE MOULDING, HEMMED EDGE EXPANSION CLIP, FIXED TO PERIMETER ANGLE, INSTALLED PER MFR REQUIREMENTS HANGER WIRE 8" MAX. 8" MAX. 15/16" HANGER WIRE 8" MAX. 15/16 8" MAX. CODE REQ'D GAP DETAIL AT FIXED CONDITION DETAIL AT SLIP CONDITION CODE REQ'D GAP REFER TO CHART ON THIS SHEET EXPANSION CLIP, ALLOWED TO SLIP, INSTALLED PER MFR REQUIREMENTS 3/4" X 15/16" WALL ANGLE MOULDING, HEMMED EDGE 3/4" X 15/16" WALL ANGLE MOULDING, HEMMED EDGE EXPANSION CLIP, FIXED TO PERIMETER ANGLE, INSTALLED PER MFR REQUIREMENTS MAIN RUNNERS: 1-1/2" COLD ROLLED CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA MINIMUM VERTICAL HANGER WIRES @ 36" MAX & 8" MAX FROM PERIMETER WALLS, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNS SPLAY WIRES/STRUTS: PROVIDE FOR EACH 96 SF OF CEILING AREA. NOTE: SPLAY WIRES MAY BE OMITTED FOR CONTINUOUS LEVEL CEILING WITH POSITIVE ATTACHMENT TO ALL PERIMETER WALLS 96 SF DRYWALL FURRING CHANNELS: 7/8" x 25 GA @ 24" O.C. MAX. ATTACH GYP. BD. W/ 1" HI-LO TYPE 'S' BUGLE HEAD SCREWS @ 12" O.C. MAX (3-1/4" MIN EDGE DISTANCE) ATTACH MAIN RUNNERS TO PERIMETER WALLS W/ CONTINUOUS 1.5"x1.5"x16GA ANGLE. ATTACH TO RUNNER WITH #8 x 1/2" S.M.S. MAIN RUNNERS: 1-1/2" COLD ROLLED CHANNEL. @ 48" O.C. MAX. PROVIDE 9GA MINIMUM VERTICAL HANGER WIRES @ 36" MAX & 8" MAX FROM PERIMETER WALLS, WITH SADDLE TIE WRAPPED WITH 3 TIGHT TURNS SPLAY WIRES/STRUTS: PROVIDE FOR EACH 96 SF OF CEILING AREA. NOTE: SPLAY WIRES MAY BE OMITTED FOR CONTINUOUS LEVEL CEILING WITH POSITIVE ATTACHMENT TO ALL PERIMETER WALLS 96 SF DRYWALL FURRING CHANNELS: 7/8" x 25 GA @ 24" O.C. MAX. ATTACH GYP. BD. W/ 1" HI-LO TYPE 'S' BUGLE HEAD SCREWS @ 12" O.C. MAX (3-1/4" MIN EDGE DISTANCE) ATTACH MAIN RUNNERS TO PERIMETER WALLS W/ CONTINUOUS 1.5"x1.5"x16GA ANGLE. ATTACH TO RUNNER WITH #8 x 1/2" S.M.S. 4" X 16 GA. STEEL STUD COMPRESSION STRUT (MAX. LENGTH 5'-0") ATTACH FURRING CHANNEL W/ SADDLE TIE 16 GA. WIRE & 2 TIGHT TURNS TYP. EA RUNNER. MAIN RUNNER NOTCH STRUT AT MAIN RUNNER. SECURE W/ (2) #10 SHEET METAL SCREWS. SPLAY WIRES WHERE REQUIRED. SPLAY IN FOUR DIRECTIONS 90 DEG APART. CONNECT TO MAIN RUNNER AT 2" MAX FROM CROSS RUNNER AND TO STRUCTURE ABOVE AT 45 DEG MAX SLOPE. BRACE POINTS TO BE AT 12'-0" INTERVALS, & 4'-0" MAX FROM PERIMETER WALLS. SADDLE TIE TO MAIN RUNNER W/ 4 TIGHT TURNS IN 1 1/2". MAINTAIN CLEARANCE AT ALL CONSTRUCTION 5/8" TYPE 'X' GYP. BD. 4" X 16 GA. STEEL STUD COMPRESSION STRUT (MAX. LENGTH 5'-0") ATTACH FURRING CHANNEL W/ SADDLE TIE 16 GA. WIRE & 2 TIGHT TURNS TYP. EA RUNNER. MAIN RUNNER NOTCH STRUT AT MAIN RUNNER. SECURE W/ (2) #10 SHEET METAL SCREWS. SPLAY WIRES WHERE REQUIRED. SPLAY IN FOUR DIRECTIONS 90 DEG APART. CONNECT TO MAIN RUNNER AT 2" MAX FROM CROSS RUNNER AND TO STRUCTURE ABOVE AT 45 DEG MAX SLOPE. BRACE POINTS TO BE AT 12'-0" INTERVALS, & 4'-0" MAX FROM PERIMETER WALLS. SADDLE TIE TO MAIN RUNNER W/ 4 TIGHT TURNS IN 1 1/2". MAINTAIN CLEARANCE AT ALL CONSTRUCTION 5/8" TYPE 'X' GYP. BD. APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). MIN 1" WIDE x 2" LONG CLIP (HILTI OR EQUAL) @ SPLAY WIRES. STRUCTURAL CONCRETE CONCRETE DECK APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). MIN 3/4" WIDE CLIP (HILTI OR EQUAL) @ HANGERS 1.5"x1.5"x3" ANGLE ATTACHED TO DECK W/ APPROVED SHOT PINS (HILTI OR EQUAL) SLOT END OF TUBE. FASTEN TO ANGLE W/ #10 x 2" S.M.S. CUT METAL STUD FLANGES & BEND 90 DEGREES. ATTACH TO STRUCTURE W/ APPROVED SHOT-IN ANCHOR (HILTI OR EQUAL). CHANNEL STRUT TUBE STRUT COMPRESSION STRUT ATTACHMENT SPLAY WIRE (4 TURNS MIN) HANGER WIRE (3 TURNS MIN) RUNNERS @ 4'-0" O.C. EDGE TYPE PER FINISH SCHEDULE 2". LAY-IN ACOUSTICAL CEILING PANEL SEISMIC CONNECTION PER PER MANUFACTURER FINISHED FACE OF WALL 8" MAX WALL ANGLE HEMMED EDGE SHADOW MOLDING PER MANUFACTURER NOTE: INSTALL SEISMIC PERIMETER CLIP. INSTALL AT MAIN AND CROSS RUNNERS AT (2) ADJ WALLS AND ALLOW FREE MOVEMENT OF RUNNERS ON (2) OPPOSING WALLS PER ICC #ESR-2631 6" SCHEDULED PARTITION METAL STUD METAL RUNNER TRACK CLG HANGER SUSPENSIONS SYSTEM ACOUSTICAL PANEL CEILING SHADOW MOLD SAG-RESIS GYP BD JOINT REINFORCEMENT REFER TO RCP REFER TO RCP PER RCP CORNER BEAD SAG-RESIS GYP BD CORNER BEAD METAL STUD METAL STUD, FASTEN TO DECK ABOVE PER CORNER BEAD PARTITION PER SCHEDULED 1" BOX MOLD TRIM WITH HOLD DOWN CLIP METAL STUD DIAGONAL BRACING FASTEN TO DECK ABOVE PER 14/A9.15 PER RCP PER RCP 6" EXISTING CONCRETE DECK (2) 1/4" ⌀HILTI KH-EZ SCREW ANCHORS W/ 2 1/2" MIN EMBED (ICC ESR-3027) 4" X 3" X 54MIL BENT PLATE W/ (2) 1/4" ⌀HILTI KH-EZ SCREW ANCHORS W/ 2 1/2" MIN EMBED (ICC ESR-3027) 7" 4" 6" MAX. 1/2" MIN.1/2" MIN. 5/8" MIN. #10 SMS @ EACH 20GA MIN WALL STUD (24" OC MAX) HANGER WIRES FURRING CHANNEL #10 SMS 2 EA MAIN RUNNER 1"x2"x24GA CONT. ANGLE, TYP. #10 SMS @ EA 20 GA MIN. WALL STUD (24" OC MAC) ATTACHED JOINT FREE JOINT 6" MAX. 3" MAX. MIN 1" CLR SADDLE TIES PER CG2.32 NO CONNECTION BETWEEN ANGLE AND FURRING CHANNEL AT FREE SIDE NOTE: FOR CONNECTION TO WALL, SEE ATTACHED JOINT 6" MAX. MAIN RUNNER FURRING CHANNEL #10 SMS @ EA FURRING CHANNEL 1"x2"x24GA CONT. ANGLE, TYP. #10 SMS @ EA 20 GA MIN. WALL STUD (24" OC MAC) ATTACHED JOINT 3/8" MIN. 1/2" MIN.1/2" MIN. " 1/ 2 1" MIN. 6" MAX. 3/8" MIN. " 1/ 2 1" MIN. FREE JOINT 3" MAX. MIN 1" CLR HANGER WIRE SADDLE TIE PER CG2.32 NO CONNECTION BETWEEN ANGLE AND FURRING CHANNEL AT FREE SIDE NOTE: FOR CONNECTION WALL, SEE ATTACHED JOINT NOTES: 1. PERIMETER WALLS SHALL BE DESIGNED TO CARRY TRIBUTARY LATERAL FORCES PER TABLE BELOW. RDP TO VERIFY. RDP TO SPECIFY CONNECTION OF BACKING TO STUDS 2. WHEN GYPSUM BOARD IS TO BE APPLIED TO BOTH CEILING AND WALLS, GYPSUM BOARD SHALL BE APPLIED FIRST TO THE CEILING AND THEN TO WALLS IN ACCORDANCE WITH ASTM C840 SDS (g)FP 9.3 plf 14.0 plf 20.9 plf SDS <1.15 1.15 <1.73<DS 1.73 <2.50<SDS SCALE:3" = 1'-0" SUSPENDED ACT AXON01SCALE:3" = 1'-0" SUSPENDED ACT LIGHT FIXTURE SUPPORT05 SCALE:1/4" = 1'-0" SUSPENDED ACT LAYOUT02 SCALE:3" = 1'-0" SUSPENDED ACT COMPRESSION STRUT07 SCALE:3" = 1'-0" SUSP. ACT GRID AT WALL W/STD CONNECT.06 SCALE:1/4" = 1'-0" SUSPENDED GYP. BD. CEILING PLAN04SCALE:1" = 1'-0" SUSPENDED GYP BD CEILING AXON08 A SPLICES ARE NOT PERMITTED IN ANY HANGER OR SPLAY WIRES. WIRES TO BE TAUT WITHOUT CAUSING THE CEILING TO LIFT B HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ACTING ON THE WIRE. (NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHALL BE MAINTAINED AS BEING AS TIGHT AS POSSIBLE.) C ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF CARRYING NOT LESS THAN 100 POUNDS. SUSPENSION WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUMB UNLESS COUNTER SLOPING WIRES ARE PROVIDED. WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT. A TRAPEZE OR EQUIVALENT DEVICE SHALL BE USED WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION. TRAPEZE SUSPENSIONS SHALL BE A MINIMUM OF BACK-TO-BACK 1-1/4 INCH COLD ROLLED CHANNELS FOR SPANS EXCEEDING 48 INCHES D BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR 2, WHICHEVER IS GREATER E NON-BEARING PARTITIONS THAT EXTEND TO AND TERMINATE AT A SUSPENDED CEILING, AND ARE SUPPORTED LATERALLY BY AN APPROVED BRACING SYSTEM MAY BE CONSIDERED AS NOT ADDING TO THE LATERAL LOAD REQUIRED TO BE RESISTED BY THE CEILING SYSTEM F SPLICES OR INTERSECTIONS OF CROSS RUNNERS SHALL BE ATTACHED THROUGH CONNECTORS SUCH AS POP RIVETS, SCREWS, PINS, PLATES WITH END TABS OR OTHER APPROVED CONNECTORS. SUCH THROUGH CONNECTORS SHALL BE CAPABLE OF TRANSFERRING A MEANS OF ULTIMATE TENSION / COMPRESSION FORCE OF 180 POUNDS G LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED H FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED I SUSPENDED CEILING LATERAL FORCE BRACING MEMBERS SHALL BE LOCATED A MINIMUM OF 6 IN FROM ALL HORIZONTAL PIPING OR DUCT WORK THAT ARE NOT PROVIDED W/ BRACING RESTRAINTS FOR HORIZONTAL FORCES. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6" FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC J EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTION, SPRINKLER HEADS AND OTHER PENETRATIONS THROUGH THE CEILING TILE REQUIRE 2 IN MIN RINGS, SLEEVES OR ADAPTERS THAT WILL ALLOW A 1 IN MIN CEILING MOVEMENT IN ALL DIRECTIONS. ALTERNATIVELY, A SWING JOINT CAN BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION TO ACCOMMODATE 1 IN MOVEMENT. K ALL SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL COMPLY WITH ICC ESR-2631 UNLESS OTHERWISE NOTED AND APPROVED BY ARCHITECT AND OWNER. L SHEET METAL SCREWS (SMS) SHALL BE HILTI KWIK-PRO SELF DRILLING SCREWS PER ICC ESR-2196 (OR EQUAL) M POWDER ACTUATED/DRIVEN FASTENERS SHALL BE HILTI X-U SHOT PINS PER ICC ESR-2269 (OR EQUAL) N EXPANSION ANCHORS SHALL BE HILTI KB-TZ ANCHORS PER ICC ESR- 1917 (OR EQUAL) SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/13/2026 10:03:18 AM Autodesk Docs://055.7392.000 - Millenia TI/55.7392.600_Millenia SDSU Nursing + Global Campus_R24.rvt A9.20 DETAILS - CEILING 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1" = 1'-0" CEILING ATTACHMENT, TYP03 SCALE:3" = 1'-0" SHADOW MOLDING @ ACT10 SCALE:3" = 1'-0" STEPPED GYP TO ACT AT SOFFIT09SCALE:3" = 1'-0" GYP BD HEADER11 SCALE:3" = 1'-0" SOFFIT ATTACHMENT TO DECK12 SCALE:3" = 1'-0" GYPSUM BOARD CEILING JOINT DETAILS13 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED MANUAL ROLLER SHADE (MECHOSHADE OR EQ) BUILT- IN "NO COST" CEILING POCKET. ATTACH TO MTL. STUD ABOVE (E) CONC. FLOOR SLAB PER STRUCT. (E) HIGH PERFORMANCE I.G.U. (E) RIGID INSULATION TYP. AT UPPER GLAZING W/ BACK PAN (E) METAL BACK PAN (E) VERTICAL MULLION BEYOND 10'-0" A.F.F. 3-5/8" METAL STUDS @ 16'' O.C. PER STRUCTURAL MAXIMZE FIELD OF VIEW BY LOCATING ROLLER SHADE HOUSING AND PULL BAR AS HIGH AS POSSIBLE WHILE STILL ALLOWING PROPER USER ACCESS AND CONNECTION TO CLOSURE PIECE REMOVABLE CLOSURE AND CLOSURE MOUNT, WHITE. ALIGN METAL ANGLE ATTACHED TO (E) MULLION PER STRUCT EXPANSION BOLT PER STRUCTURAL (E) CONC. FLOOR SLAB PER STRUCT. (E) HIGH PERFORMANCE I.G.U. (E) RIGID INSULATION TYP. AT UPPER GLAZING W/ BACK PAN (E) METAL BACK PAN (E) VERTICAL MULLION BEYOND 3-5/8" METAL STUDS @ 16'' O.C. PER STRUCTURAL SHADOW MOLDING REFER TO RCP © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 3" = 1'-0" 2/13/2026 10:03:19 AM Autodesk Docs://055.7392.000 - Millenia TI/55.7392.600_Millenia SDSU Nursing + Global Campus_R24.rvt A9.21 DETAILS - CEILING 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:3" = 1'-0" ROLLER SHADE @ PERIMETER SOFFIT01 SCALE:3" = 1'-0" ACT AT PERIMETER02 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED AL I G N AL I G N A L I G N A L I G N A L I G N AL I G N AL I G N AL I G N AL I G N AL I G N A L I G N AL I G N AL I G N AL I G N SCHED UNDERCOUNTER EQUIPMENT. VERIFY ALL MFR CLEARANCE REQUIREMENTS PRIOR TO FABRICATION. SCHEDULED FINISH AT END PANEL WHERE OCCURS, REFER TO ELEVATION 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PER PLAN SCHED COUNTERTOP; EDGE PER 12/A09.30 POWER/DATA WHERE OCCURS SCHED BACKSPLASH, WHERE OCCURS PER PLAN FULL EXTENSION SELF CLOSING DRAWER SLIDES (EACH DRAWER, BOTH SIDES) 3" SCHED COUNTERTOP; EDGE PER 12/A09.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PULL AND LOCK PER 07/A9.30 SCHEDULED FINISH AT DRAWER FACE & TOE KICK. MATCH EDGE BANDING TO SCHEDULED FINISH. DRAWER INTERIOR TO BE WHITE MELAMINE FINISH, TYP. 2 1/2" PER ELEVATION; 4 EQUAL DRAWERS SCHED BACKSPLASH, WHERE OCCURS 2' - 0" MAX PER PLAN 3" SCHED COUNTERTOP; EDGE PER 12/A9.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PULL & LOCK PER 07/A9.30 2 1/2" WHITE MELAMINE INTERIOR, TYP ADJ SHELVING, TYP. FINISH: WHITE MELAMINE 32MM ROW HOLES & METAL PEGS, HOLES 1" O.C. CONCEALED HINGE, TYP SCHEDULED FINISH AT DOOR FACE & TOE KICK. MATCH EDGE BANDING TO SCHEDULED FINISH. SCRIBE TO FLOOR PER ELEVATION SCHED BACKSPLASH, WHERE OCCURS MILLWORK PULL SCHEDULED COUNTERTOP WITH MITRED EDGE FINISH PER SCHEDULE ON ALL FACES CONTINUOUS BLOCKING WITH MATCHING SCHEDULED FINISH ON ALL EXPOSED FACES CONTINUOUS BLOCKING PLYWOOD SUBSTRATE 1 1/2" 1/8" STANDARD SOLID SURFACE EDGE CONDITION, TYP U.N.O. MILLWORK PULL SCHEDULED COUNTERTOP WITH MITRED EDGE FINISH PER SCHEDULE ON ALL FACES CONTINUOUS BLOCKING WITH MATCHING SCHEDULED FINISH ON ALL EXPOSED FACES CONTINUOUS BLOCKING PLYWOOD SUBSTRATE STANDARD PLASTIC LAMINATE EDGE CONDITION, TYP U.N.O. 1 1/2" 1/8" LOWER CABINET DOOR DRAWER 2" 2" UPPER CABINET DOOR 2" 2" 2" EQ EQ TYP HARDWARE PULL: DOUG MOCKETT DP105C/5 - 26M LOWER CABINET DRAWER 2 1/2" 2"EQ EQ EMBLEM WHERE OCCURS PER STACKED STORAGE CABINET DOOR 2" 2" 2" 2" ADJ SHELVING, TYP. FINISH: WHITE MELAMINE 32MM ROW HOLES & METAL PEGS, HOLES 1" O.C. BLOCKING AS REQ'D PULL PER CONCEALED HINGE, TYP SCHEDULED FINISH AT DOOR FACE. MATCH EDGE BANDING TO SCHEDULED FINISH. PER ELEVATION 15" TYP, U.N.O.SOFFIT W/ SCHEDULED FINISH SCHEDULED CONTINUOUS UNDERCABINET LIGHT FIXTURE. SEE ELEC DRAWINGS. BLOCIKING PAINTED BLACK AL I G N RE F E R T O E L E V A T I O N REFER TO RCP SOFFIT, WHERE OCCURS REF: RCP BACKER PANEL MELAMINE INTERIOR; REF. MILLWORK GENERAL NOTES SCHEDULED CABINET FRONT; REF. ELEV. SLOW-CLOSING CONCEALED "EUROPEAN STYLE" HINGE, TYP. FRT BLOCKING AS REQUIRED SCHEDULED PLAM FINISH AT ALL EXPOSED CABINET SURFACES BACKER PANEL, TO MATCH CABINET FRONT FINISH 1/ 4 " AL I G N P.LAM DRAWER W/ CUTOUT FOR TRASH BIN, ATTACHED TO DOOR W/ MATCHING EDGE BANDING PER FINISH SCHEDULE HEAVY DUTY SELF CLOSING DRAWER SLIDES (BOTH SIDES) RECESSED TRASH/RECYCLE LOGO SCHED COUNTERTOP REFER TO 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PULL PER 07/A9.30 3" TWO (2) WASTE RECEPTACLES, BY GC. MFR: REV-A-SHELF, MODEL: RV-50-52, WHITE/POLYMER. CONFIRM COMPATIBILITY PRIOR TO FABRICATION. PER PLAN SCHEDULED EQUIPMENT, COORDINATE CLEARANCES FOR OPERATION MICROWAVE STOP, ATTACH IN FIELD POWER PER PLAN 1 1/2" PULL PER 07/A9.30 BLOCKING AS REQ'D AL I G N POWER WHERE OCCURS BACK PANEL & ALL INTERIOR SURFACES, MATCH SCHEDULED FINISH AT FACE SCHEDULED EQUIPMENT SCHEDULED FINISH, SCRIBE TO FLOOR CONFIRM WITH EQUIP. SPEC. PULL PER CONCEALED HINGE, TYP SCHEDULED FINISH AT DOOR FACE. MATCH EDGE BANDING TO SCHEDULED FINISH WHITE MELAMINE INTERIOR, TYP PER ELEVATION WALL BEYOND BLOCKING AS REQ'D PER PLAN 1/8" X 1-1/2" DIAMETER ETCHED MATTE CHROME DISKS TO BE RECESSED FLUSH WITH FACE OF CABINET DOOR. LOCATIONS PER ELEVATION. B.O.D. MFR: ARCHITECTURAL HARDWARE PHONE: 951.351.1110 WEBSITE: WWW.ARCHHARDWARE.NET; RECYCLED PART SKU#RL1025, TRSH PART SKU#TR1015 PER PLAN FULL EXTENSION SELF CLOSING DRAWER SLIDES (EACH DRAWER, BOTH SIDES) 3" SCHED COUNTERTOP; EDGE PER 11/A09.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PULL & LOCK PER 09/A9.30 SCHEDULED FINISH AT DRAWER FACE & TOE KICK. MATCH EDGE BANDING TO SCHEDULED FINISH. DRAWER INTERIOR TO BE WHITE MELAMINE FINISH, TYP. 2 1/2" PER ELEVATION; 4 EQUAL DRAWERS SCHED BACKSPLASH, WHERE OCCURS 2' - 0" MAX SCHEDULED FINISH DOORS W/ INTEGRAL TOE KICK SCHED EQUIPMENT/ FIXTURE(S) SCHEDULED BASE INSIDE CABINET SCHED BACKSPLASH, WHERE OCCURS SCHED COUNTERTOP; EDGE PER 01/A09.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS KEEP CLEAR. NO PIPES, CONDUITS, DRAINS, ETC. IN THIS SPACE PULL PER SCHED ELECTRICAL DEVICE CONTINUOUS SEALANT, ALL SIDES 1/4"1/4" PER ELEVATION 27" MIN CLR PER ELEV. ( 2' - 10" MAX.) PER PLAN 3" SCHEDULED SOLID SURFACE COUNTERTOP, EDGE PER 12/A9.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS SCHEDULED FINISH AT GYP BD POWER DATA WHERE OCCURS SCHEDULED BASE MITERED EDGES, TYP. METAL GROMMET WHERE REQUIRED, FINISH TO BE SATIN STAINLESS STEEL PER PLAN IN WALL SUPPORT BRACKETS, BOD L3X3X1/8 2 1/2" PER ELEVATION PER ELEVATION PER PLAN SCHEDULED PARTITION EDGE OF CABINET BEYOND SOLID SURFACE COUNTERTOP; EDGE PER 12/A9.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS SCRIBE TO FLOOR FULL EXTENSION SELF CLOSING DRAWER SLIDES (EACH DRAWER, BOTH SIDES) PULL & LOCK PER 07/A9.30 SCHEDULED FINISH AT DRAWER FACE & TOE KICK. MATCH EDGE BANDING TO SCHEDULED FINISH. DRAWER INTERIOR TO BE WHITE MELAMINE FINISH, TYP. DRAWERS TO BE LOCKABLE, TYP. 3" SCHEDULED RUBBER BASE 5" EQ EQ PER PLAN PER PLAN MITERED EDGES, TYP. PER ELEVATION PER ELEVATION SCHEDULED PARTITION SCHEDULED LAMINATE COUNTERTOP, EDGE PER 12/A9.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS SCHEDULED FINISH AT GYP BD POWER DATA WHERE OCCURS SCHEDULED BASE METAL GROMMET WHERE REQUIRED, FINISH TO BE SATIN STAINLESS STEEL IN WALL SUPPORT BRACKETS, BOD L3X3X1/8 PER ELEVATION SCHEDULED PARTITION SCRIBE TO CEILING/SOFFIT WHITE MELAMINE INTERIOR, TYP ADJ SHELVING, TYP. FINISH: WHITE MELAMINE 32MM ROW HOLES & METAL PEGS, HOLES 1" O.C. SCRIBE TO FLOOR BLOCKING AS REQ'D PULL PER 07/A9.30 CONCEALED HINGE, TYP SCHEDULED FINISH AT DOOR FACE & TOE KICK. MATCH EDGE BANDING TO SCHEDULED FINISH. 3" 2 1/2" PER ELEVATION PER PLAN AL I G N P.LAM DRAWER W/ CUTOUT FOR TRASH BIN, ATTACHED TO DOOR W/ MATCHING EDGE BANDING PER FINISH SCHEDULE HEAVY DUTY SELF CLOSING DRAWER SLIDES (BOTH SIDES) RECESSED TRASH/RECYCLE LOGO PER 16/A9.30 SCHED BACKSPLASH, WHERE OCCURS SCHED COUNTERTOP W/ MITERED EDGES 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PULL PER 09/A9.30 1 1/2" PER ELEVATION 3" TWO (2) WASTE RECEPTACLES, BY GC. B.O.D. MFR: REV-A-SHELF, MODEL: RV-50-52, WHITE/POLYMER. CONFIRM COMPATIBILITY PRIOR TO FABRICATION. 2 1/2" PER PLANGYP. BD PER RCP (2) 3/4'' PLYWOOD WRAPPED WITH WOOD VENEER TO MATCH WD-2 VERTICAL WOOD MEMBERS BEYOND, MADE OF (2) 3/4'' PLYWOOD WRAPPED WITH WOOD VENEER TO MATCH WD-2 METAL STUD DIAGONAL BRACING SCHEDULED FLOOR FINISH (2) 3/4'' PLYWOOD WRAPPED WITH WOOD VENEER TO MATCH WD-2 SCHEDULED PARTITION FASTEN TO CEILING STUD BETWEEN EACH VERTICAL MEMBER EQ EQ SCHEDULED CEILING SCHEDULED WALL BASE METAL RUNNER TRACK PER ELEVATION PER PLAN 3" SCHED COUNTERTOP; EDGE PER 12/A9.30 3/4" PLYWOOD SUBSTRATE, CONTINUOUS PULL PER 07/A9.30 2 1/2" WHITE MELAMINE INTERIOR, TYP CONCEALED HINGE, TYP SCHEDULED FINISH AT DOOR FACE & TOE KICK. MATCH EDGE BANDING TO SCHEDULED FINISH. SCRIBE TO FLOOR PER ELEVATION SCHED BACKSPLASH, WHERE OCCURS ROUTE 1" X 8" OPENING TO ALLOW VENTILATION FOR TELECOM EQUIPMENT © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/13/2026 10:03:22 AM Autodesk Docs://055.7392.000 - Millenia TI/55.7392.600_Millenia SDSU Nursing + Global Campus_R24.rvt A9.30 DETAILS - MILLWORK 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:1" = 1'-0" BASE AT APPLIANCE04 SCALE:1" = 1'-0" BASE CABINET W/ 4 EQ DRAWERS03 SCALE:1" = 1'-0" BASE W/ ADJUSTABLE SHELF01SCALE:6" = 1'-0" TYPICAL COUNTERTOP EDGE CONDITIONS12 SCALE:1" = 1'-0" TYPICAL MILLWORK PULLS07 SCALE:1" = 1'-0" UPPER CABINET W/ LIGHT13 SCALE:1" = 1'-0" STACKED SHELVES / TRASH DRAWER10 SCALE:1" = 1'-0" REF UPPER CABINET & SURROUND11 SCALE:12" = 1'-0" TRASH/RECYCLE EMBLEM16 SCALE:1" = 1'-0" BASE CABINET W/ 2 EQ DRAWERS08 SCALE:1" = 1'-0" BASE AT ADA SINK06 SCALE:1 1/2" = 1'-0" RECEPTION DESK AT DESK15 SCALE:1 1/2" = 1'-0" RECEPTION DESK AT DRAWERS14 SCALE:1" = 1'-0" DESK AT OBSERVATION ROOM05 SCALE:1" = 1'-0" TALL CABINET18 SCALE:1" = 1'-0" BASE AT TRASH/RECYCLE02 SCALE:1 1/2" = 1'-0" WOOD SCREEN AT RECEPTION17 SCALE:1" = 1'-0" BASE AT TELECOM EQUIP.9 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED (E) VERTICAL MULLION BEYOND (E) GLAZING RECEPTACLE COVERS WHERE OCCURS, MOUNTED HORIZONTALLY, FINISHED TO MATCH RACEWAY + MULLIONS, COORDINATE WITH ARCH STEEL RACEWAY, SPEC TO BE LEGRAND WIREMOLD TWO PIECE STEEL SURFACE RACEWAY 3000 SERIES. MOUNTED VERTICALLY, CUSTOM FINISHED TO MATCH EXISTING MULLION, COORDINATE WITH ARCHITECT EXISTING CURTAIN WALL. MAINTAIN EXISTING RATING + CONDITIONS SCHEDULED FLOOR FINISH POWER + DATA CONNECTIONS PER ELECTRICAL AND TELECOM PER SPEC +/- 1 1/2" PER SPEC +/- 2 3/4" ALIGN (E) CONCRETE CURB EXT.INT. SCHEDULED PARTITION WALL BACKING PER DETAIL 08/A9.01;COORDINATE ADDITIONAL BACKING REQUIREMENTS WITH AV VENDOR SCHEDULED EQUIPMENT GYP IN SCHEDULED FINISH FLOOR LEVEL EXT.INT. B.O.M. ALTERNATE CORE SLAB EDGE AS REQUIRED. GROUT SOLID. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS. PASS CONDUIT BELOW THICKENED SLAB. BACK FILL WITH SLURRY FILL. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS. CORE SLAB EDGE TO RUN NEW CONDUIT. COORDINATE WITH ELECTRICAL AND MECHANICAL DRAWINGS EXISTING CURTAIN WALL SYSTEM EXISTING CONCRETE CURB EXISTING CONCRETE SLAB EDGE SCHEDULED RUBBER BASE PER PLAN MITERED EDGES, TYP. PER ELEVATION SCHEDULED PARTITION SCHEDULED SOLID SURFACE COUNTER TOP; EDGE PER 12/9.30ELEV. PER © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/13/2026 10:03:22 AM Autodesk Docs://055.7392.000 - Millenia TI/55.7392.600_Millenia SDSU Nursing + Global Campus_R24.rvt A9.31 DETAILS - MILLWORK & SPECIALTY 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:6" = 1'-0" RACEWAY AT CURTAIN WALL01SCALE:6" = 1'-0" TV MOUNT AT GLOBAL CLASSROOM02 SCALE:3" = 1'-0" CORE FOR CONDUIT AT SLAB03 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 SCALE:1 1/2" = 1'-0" RECEPTION COUNTER04 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED SCHEDULED PARTITION SCHEDULED BASE EXISTING CONCRETE DECK SCHEDULED PARTITION SCHEDULED FLOOR TILE THICKSET MORTAR BED SCHEDULED WALL TILE SCHEDULED PARTITION SCHEDULED BASE SCHEDULED TILE FLOORING SCHEDULED PARTITION SCHEDULED BASE SCHEDULED CARPET RESILIENT FLOORING DOOR & FRAME, WHERE OCCURS SS SCHLUTER RENO-U TRANSITION ANCHOR TO SLAB AND SEAL TO CONCRETE FOR WATER- RESISTENCE SCHEDULED CARPET RESILIENT FLOORING DOOR & FRAME, WHERE OCCURS SS SCHLUTER RENO-U TRANSITION ANCHOR TO SLAB AND SEAL TO CONCRETE FOR WATER-RESISTENCE SCHEDULED TILE + THINSET (E) CONCRETE FLOOR SS SCHLUTER RENO-U TRANSITION ANCHOR TO SLAB AND SEAL TO CONCRETE FOR WATER- RESISTENCE CARPET DOOR & FRAME, WHERE OCCURS 1/2" © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 6" = 1'-0" 2/13/2026 10:03:23 AM Autodesk Docs://055.7392.000 - Millenia TI/55.7392.600_Millenia SDSU Nursing + Global Campus_R24.rvt A9.40 FINISH & TRANSITION DETAILS 55.7392.600 SDSU School of Nursing & Global Campus TI School of Nursing + Global Campus 1775 Millenia Avenue Lower Level 01, Suite 010 Chula Vista CA 91915 SCALE:6" = 1'-0" RESILIENT BASE TO CONCRETE08 SCALE:6" = 1'-0" WALL TILE TO FLOOR TILE04 SCALE:6" = 1'-0" RESILIENT BASE TO TILE06 SCALE:6" = 1'-0" RESILIENT BASE TO CARPET07 SCALE:6" = 1'-0" CARPET TO RESILIENT01 SCALE:6" = 1'-0" TILE TO RESILIENT02 SCALE:6" = 1'-0" CARPET TO CONCRETE03 09.29.2025 ISSUE FOR SCHEMATIC DESIGN 10.16.2025 DESIGN DEVELOPMENT PROGRESS 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 C 26830 REN.9/30/27 K JAMES HEINLY CALIFORNIASTATEOF ARCHITECTLICENSED STRUCTURAL NOTES A. BASIS OF DESIGN: 1. THE STRUCTURAL DESIGN HAS BEEN PERFORMED IN ACCORDANCE WITH THE 2022 CALIFORNIA BUILDING CODE (CBC). 2. STRUCTURAL MATERIALS INDICATED SHALL COMPLY WITH THE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CDBC), INCLUDING 2024 SUPPLEMENT SECTIONS 5.105 OR 5.409. 3. LIVE LOADS (MAY BE REDUCED IN ACCORDANCE WITH THE BUILDING CODE) ROOF 20 psf ROOF MECHANICAL AREA 100 psf ROOF SOLAR ZONE 20 psf FLOOR 125 psf EXITS AND STAIRS 100 psf ASSEMBLY AREA 100 psf MEZZANINE 100 psf PARKING 40 psf 4. SEISMIC DESIGN DATA RISK CATEGORY II SEISMIC IMPORTANCE FACTOR IE = 1.0 MAPPED SPECTRAL ACCELERATION SS = 0.824 MAPPED SPECTRAL ACCELERATION S1 = 0.318 SITE CLASS D SITE COEFFICIENT Fa = 1.17 SITE COEFFICIENT Fv = 1.763 DESIGN SPECTRAL ACCELERATION SDS = 0.644 DESIGN SPECTRAL ACCELERATION SD1 = 0.374 SEISMIC DESIGN CATEGORY D PARTITION LOADING AT FLOORS 10 psf PARTITION LOADING AT ROOFS 5 psf 5. COMPONENT SEISMIC DESIGN DATA COMPONENT aP RP ΩO IP SUSPENDED EQUIPMENT 2.5 2.5 2.0 1.0 TRANSFORMER 1.0 2.5 2.0 1.0 WATER HEATER 1.0 2.5 2.0 1.0 B. DEFERRED APPROVALS: 1. THE FOLLOWING COMPONENTS REQUIRE DEFERRED APPROVAL BY THE BUILDING OFFICIAL. STRUCTURAL CALCULATIONS AND DRAWINGS SIGNED AND SEALED BY A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED BY THE CONTRACTOR TO THE ENGINEER FOR REVIEW AND TO THE BUILDING OFFICIAL FOR PERMIT. A. AS INDICATED PER ARCH 2. IN ADDITION TO THE SEAL OF THE RESPONSIBLE ENGINEER, DEFERRED SUBMITTAL PACKAGES SHALL BEAR THE SHOP DRAWING APPROVAL STAMPS OF THE ARCHITECT, ENGINEER AND THE GENERAL CONTRACTOR PRIOR TO BUILDING DEPARTMENT SUBMITTAL. 3. CALCULATIONS AND DRAWINGS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 30 WORKING DAYS FOR INITIAL PLAN REVIEW BY THE BUILDING OFFICIAL. ALL COMMENTS RELATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO BUILDING OFFICIAL APPROVAL. 4. ITEMS COVERED BY THE DEFERRED SUBMITTAL SHALL NOT BE FABRICATED PRIOR TO APPROVAL OF THE CALCULATIONS AND DRAWINGS BY THE BUILDING OFFICIAL. E. SUBMITTALS: 1. THE CONTRACTOR SHALL MAKE SUBMITTALS PRIOR TO FABRICATION AS REQUIRED BY THE WRITTEN SPECIFICATIONS AND SHALL INCLUDE AS A MINIMUM THE FOLLOWING SUBMITTALS: A. CONCRETE MIX DESIGNS. B. PENETRATIONS THOUGH STRUCTURAL MEMBERS, INCLUDING SIZES AND LOCATIONS OF SLEEVES, FOR THE FIRE SUPPRESSION SYSTEM [AND OTHER UTILITY SYSTEMS]. 2. THE FOLLOWING SUBMITTALS ARE NOT REQUIRED FOR STRUCTURAL REVIEW: A. SHORING AND BRACING. B. WINDOW MULLIONS C. STRUCTURAL STEEL MILL REPORTS. D. WELDER CERTIFICATIONS 3. STEEL REINFORCING LISTS AND QUANTITIES AND LENGTHS OF ALL MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ASSURE COMPLIANCE WITH THE PLANS. ENGINEER WILL NOT REVIEW. 4. SUBMITTALS MADE TO THE ENGINEER FOR REVIEW SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR INDICATING THE CONTRACTORS PRIOR REVIEW AND THAT THE SUBMITTAL IS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 5. SUBMITTALS SHALL BE MADE IN ELECTRONIC (PDF) FORMAT. SUBMITTALS WILL BE PROCESSED AND RETURNED ELECTRONICALLY. F. GENERAL: 1. SPECIFIC NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 2. THE REQUIREMENTS ON THE STRUCTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE STRUCTURAL BUILDING INFORMATION MODEL. THE STRUCTURAL BUILDING INFORMATION MODEL SHALL NOT BE RELIED ON FOR UNDERSTANDING CONSTRUCTION REQUIREMENTS. 3. WHERE NO DETAILS ARE SHOWN, OR NOTED IN ANY PART OF THE WORK THE DETAILS FOR OTHER SIMILAR WORK SHALL APPLY 4. DETAILS IDENTIFIED AS TYPICAL, SHALL APPLY IN ESTIMATING AND CONSTRUCTION TO EVERY LIKE CONDITION WHETHER OR NOT THE REFERENCE IS REPEATED. 5. THE STRUCTURAL DRAWINGS AND STRUCTURAL BUILDING INFORMATION MODEL SHALL NOT BE SCALED. COORDINATE DIMENSION, ELEVATION, SLOPE AND DRAINAGE REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS. 6. STANDARDS REFERENCED ON THE STRUCTURAL DRAWINGS REFER TO THE PERTINENT EDITION UNDER THE APPLICABLE BUILDING CODE. 7. THE RESPONSIBILITY FOR THE REVIEW AND COORDINATION OF DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF RELATED CONSTRUCTION SHALL BEAR ON THE CONTRACTOR. DISCREPANCIES THAT EXIST SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER, PRIOR TO START OF RELATED CONSTRUCTION. 8. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL DRAWINGS OR APPLICABLE BUILDING CODE REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. 9. EXISTING CONDITIONS SHALL BE VERIFIED BEFORE STARTING RELATED WORK. EXISTING CONDITIONS THAT ARE NOT REFLECTED ON THE STRUCTURAL DRAWINGS OR THAT DEVIATE FROM THE MAXIMUM OR MINIMUM DIMENSIONS INDICATED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IN A TIMELY MANNER. SUCH CONDITIONS MAY INCLUDE CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, PRESENCE OF GROUND WATER, UNCOVERED OR UNEXPECTED EXISTING CONSTRUCTION CONFIGURATIONS, ETC. 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF APPLICABLE REGULATIONS AND THE BUILDING CODE AS AMENDED AND ADOPTED BY THE BUILDING OFFICIAL. 11. LOADS TO THE BUILDING EXCEEDING THE LOADS INDICATED ON THE PLANS, OR ANY LOADS EXCEEDING 400 POUNDS THAT ARE NOT INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE REPORTED TO THE ENGINEER G. TEMPORARY WORK AND SITE SAFETY: 1. THE STRUCTURAL DRAWINGS SHOW THE REQUIREMENTS FOR THE COMPLETED STRUCTURE ONLY. TEMPORARY WORKS REQUIRED TO COMPLETE THE CONSTRUCTION PROCESS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE DESIGN OR FIELD VERIFICATION OF TEMPORARY AND ANCILLARY WORK. 2. THE RESPONSIBILITY FOR SAFETY IN AND AROUND THE JOBSITE SHALL BEAR ON THE CONTRACTOR. PROPER AND SAFE METHODS OF CONSTRUCTION SHALL BE EMPLOYED AT ALL TIMES INCLUDING THE STABILIZING OF INCOMPLETE STRUCTURES, FORMWORK, SHORING, RESHORING, FALSEWORK, PLATFORMS, SCAFFOLDING, BARRIERS, WALKWAYS, ETC. AND INCLUDING CONTROL OF THE INTENSITY, DURATION AND LOCATION OF CONSTRUCTION LOADS. 3. THE RESPONSIBILITY FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING, SHEATHING, UNDERPINNING, AND SHORING REQUIRED TO SAFELY RETAIN ALL GRADES AND STRUCTURES SHALL BEAR ON THE CONTRACTOR. 4. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON A STRUCTURE. LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD INDICATED. WHERE THE STRUCTURE HAS NOT ATTAINED FINAL DESIGN STRENGTH, ADEQUATE SHORING AND OR BRACING SHALL BE INSTALLED. H. DEMOLITION: 1. THE RESPONSIBILITY FOR NECESSARY SHORING OR BRACING OF THE EXISTING STRUCTURE DURING DEMOLITION PROCEDURES SHALL BEAR ON THE CONTRACTOR. 2. DEVIATIONS FROM EXISTING CONDITIONS AS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE RESOLVED WITH THE ENGINEER PRIOR TO PROCEEDING WITH DEMOLITION WORK. 3. RESPONSIBILITY FOR COORDINATION OF DEMOLITION WORK WITH THE BUILDING OFFICIAL AND OTHER GOVERNING AUTHORITIES SHALL BEAR ON THE CONTRACTOR. EXITS SHALL BE MAINTAINED AS REQUIRED FOR SAFE LEGAL OPERATION OF THE FACILITY. 4. ELEMENTS THAT WILL NOT BE DEMOLISHED SHALL BE PROTECTED FROM DAMAGE. 5. SAW CUT LINES SHALL BE TRUE AND NEAT. CORNERS SHALL NOT BE OVER CUT. 6. THESE STRUCTURAL DRAWINGS DO NOT INDICATE THE PHASING OF DEMOLITION. THE RESPONSIBILITY FOR THE SCHEDULING AND COORDINATION OF THE WORK SHALL BEAR ON THE CONTRACTOR. WORK SHALL BE COORDINATED TO LEAST IMPACT THE OPERATION OF THE EXISTING FACILITY. I. WELDING: 1. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED BY CERTIFIED WELDERS IN ACCORDANCE WITH THE PROVISIONS OF THE AMERICAN WELDING SOCIETY (AWS) D1.1. ELECTRODE FILLER MATERIAL SHALL BE A MINIMUM OF E70XX U.O.N 2. WELDING ELECTRODES FOR THE SHIELDED METAL-ARC WELDING (S.M.A.W.) PROCESS AND WELDING ELECTRODES SHALL CONFORM TO AWS A5.1 “SPECIFICATION FOR CARBON STEEL ELECTRODES FOR SHIELDED METAL ARC WELDING.” 3. WELDING ELECTRODES FOR THE FLUX CORED ARC WELDING (F.C.A.W.) PROCESS AND WELDING ELECTRODES SHALL CONFORM TO AWS A5.20 “SPECIFICATION FOR CARBON STEEL ELECTRODES FOR FLUX CORED ARC WELDING.” 4. WELDS SHALL HAVE A WELD CONTROLLED SEQUENCE AND TECHNIQUE IN ORDER TO MINIMIZE SHRINKAGE STRESSES AND DISTORTION. J. REINFORCING STEEL: 1. DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS SHALL BE PREFORMED IN ACCORDANCE WITH ACI 315R, “GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS.” 2. REINFORCING BARS SHALL CONFORM TO ASTM A 615, GRADE 60, U.O.N. ADDITIONALLY, ASTM A 615 REINFORCING BARS SHALL ALSO COMFORM TO THE FOLLOWING: GRADE 60 MINIMUM ACTUAL TENSILE STRENGTH 80,000 PSI MINIMUM ACTUAL YIELD STRENGTH 60,000 PSI ACTUAL TENSILE STRENGTH DIVIDED BY 1.10 (MIN) ACTUAL YIELD STRENGTH 3. REINFORCING BAR LAP SPLICES SHALL BE: CLASS B. (18" MIN.) FOR CONCRETE, U.O.N. 65 BAR DIA. (24" MIN.) FOR MASONRY, U.O.N. 4. DETAILS OF REINFORCEMENT SHALL COMPLY WITH THE PROVISIONS OF ACI 318. 5. WHERE HOOKS ARE ILLUSTRATED AS 90-DEGREE HOOKS, 180-DEGREE HOOKS MAY BE USED IN LIEU OF 90-DEGREE HOOKS. 6. REINFORCING BARS FOR CONCRETE SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM COVER: CONC. CAST AGAINST EARTH 3" FORMED CONC EXPOSED TO EARTH/WEATHER NO 5 OR SMALLER 1-1/2" NO 6 OR LARGER 2" SLABS (#11 AND SMALLER) 3/4" BEAMS & GIRDERS 1-1/2" PRECAST PANELS 3/4" C.I.P. WALLS 1-1/2" COLUMN TIES 1-1/2" 7. REINFORCEMENT SUPPORTS SHALL BE MANUFACTURED OF NONCORROSIVE MATERIAL. K. REINFORCED CONCRETE - GENERAL: 1. CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE BUILDING CODE AND TO THE PROVISIONS OF ACI 318. 2. WATER MAY BE ADDED TO CONCRETE ON-SITE TO OBTAIN SPECIFIED SLUMPS PROVIDED THAT IT IS ADDED WITHIN ONE HOUR OF BATCHING AND SITE-ADDED WATER IS SPECIFIED ON THE BATCH REPORT. SITE-ADDED WATER SHALL NOT COMPROMISE THE STRENGTH OR SLUMP OF THE CONCRETE. 3. CONCRETE SHALL NOT BE PLACED BEYOND 1-1/2 HOURS FOLLOWING BATCHING. 4. PROJECTING CORNERS OF SLABS, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER U.O.N. 5. WHERE CONCRETE IS PLACED AGAINST EXISTING CONCRETE SURFACES, THE EXISTING CONCRETE SURFACES SHALL BE THOROUGHLY CLEANED AND ROUGHENED TO A MINIMUM AMPLITUDE OF ¼-INCH. A CONCRETE BONDING AGENT SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACE. 6. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF 7 DAYS AFTER ITS PLACEMENT. APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. L. CONCRETE MIX REQUIREMENTS: 1. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C 94. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR II, LOW ALKALI. 3. SLAG CEMENT SHALL CONFORM TO ASTM C 989, GRADE 100 OR 120. 4. FLY ASH SHALL CONFORM TO ASTM C 618, CLASS F. 5. POZZOLANS, INCLUDING SLAG CEMENT AND FLY ASH, SHALL BE LIMITED TO THE FOLL0WING PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS IN THE CONCRETE, U.O.N. SUSPENDED SLABS, BEAMS AND GIRDERS 15% SLABS ON GRADE 20% 6. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 33. 7. NORMAL WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 pcf. 8. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL BE EXPANDED SHALE TYPE AND CONFORM TO ASTM C 330. 9. LIGHT-WEIGHT CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 115 pcf. 10. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE ENGINEER. MIX PROPORTIONS SHALL CONFORM WITH ACI 301. 11. MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS, MAXIMUM SLUMPS, AND MAXIMUM WATER/CEMENT RATIOS SHALL BE AS FOLLOWS: MIN 28 MAX WC DESCRIPTION DAY fc SLUMP RATIO OTHER CONCRETE 3.5 KSI 4" +/- 1" 0.50 12. ADMIXTURES SHALL BE APPROVED IN ADVANCE. ADMIXTURES CONTAINING CHLORIDE OR CHLORIDE SALTS SHALL NOT BE USED EXCEPT WHERE APPROVED IN WRITING BY THE ENGINEER. 13. SLUMPS INDICATED ARE PRIOR TO PLASTICIZER ADDITIVES. 14. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. M. STRUCTURAL STEEL: 1. STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 22 OF THE BUILDING CODE, AISC 360 “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS” AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 2. STRUCTURAL STEEL STRENGTHS AND GRADES SHALL BE AS FOLLOWS, U.O.N. YIELD ASTM DESCRIPTION Fy,ksi GRADE OTHER ROLLED SHAPES 36 ksi A 36 OTHER PLATES 36 ksi A36 3. MAIN MEMBERS SHALL HAVE HIGH STRENGTH BOLTS CONFORMING TO AISC SPECS FOR ASTM F 3125N (GROUP A), U.O.N. OTHER BOLTS SHALL CONFORM TO ASTM A 307. NUTS SHALL BE HEAVY HEX GRADE C CONFORMING TO ASTM A 563. WASHERS SHALL BE ASTM F 436. 4. ASTM F 3125N BOLTS SHALL BE INSTALLED TO A SNUG-TIGHTENED CONDITION PER RCSC REQUIREMENTS. N. METAL STRUT FRAMING ASSEMBLIES: 1. METAL STRUT FRAMING ASSEMBLIES SHALL BE COMPOSED OF MEMBERS AND FITTINGS BY UNISTRUT ALTERNATE PRODUCTS SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO FABRICATION OR DELIVERY TO THE JOBSITE. 2. CHANNELS AND TELESCOPING TUBES SHALL BE COLD-FORMED FROM STEEL CONFORMING TO ASTM A 653, GR. 33. 3. FITTINGS SHALL BE FABRICATED FROM GRADE 33 STEEL CONFORMING TO ONE OF THE FOLLOWING: ASTM A 36, ASTM A 575, ASTM A 576, ASTM A 635, ASTM A 1046 OR ASTM A 1059. 4. THREADED RODS SHALL BE FABRICATED FROM STEEL CONFORMING TO ASTM A 575 OR ASTM A 576. 5. COMPONENTS OF ASSEMBLIES INSTALLED IN EXTERIOR LOCATIONS SHALL BE SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION. ZINC COATING SHALL CONFORM TO ASTM A 123 OR ASTM A 153 (2.6 MIL THICKNESS, U.O.N.). O. POST-INSTALLED MECHANICAL ANCHORS: 1. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE BUILDING CODE AND THE “STATEMENT OF SPECIAL INSPECTIONS” ON THESE CONSTRUCTION DOCUMENTS. 2. MECHANICAL ANCHORS FOR INSTALLATION IN SOLID NORMAL-WEIGHT OR LIGHT- WEIGHT CONCRETE SHALL BE HILTI KB-TZ2 (ICC #ESR-4266). ALTERNATE PRODUCTS SHALL CARRY AN EVALUATION APPROVAL THAT IS BASED ON TESTING IN ACCORDANCE WITH ICC ACCEPTANCE CRITERIA AC193 AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOBSITE. 3. ANCHORS SHALL BE OF THE TYPE, DIAMETER, AND MINIMUM DIMENSIONAL REQUIREMENTS (EMBEDMENT, SPACING AND EDGE DISTANCE) AS INDICATED ON THE DRAWINGS. 4. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH DRILLING EQUIPMENT OF THE TYPE REQUIRED IN THE MANUFACTURER'S PUBLISHED EVALUATION REPORT. HOLES SHALL BE CLEANED IN CONFORMANCE WITH THE ANCHOR MANUFACTURER’S INSTRUCTIONS. 5. WHEN INSTALLING ANCHORS IN EXISTING REINFORCED CONCRETE OR MASONRY, AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 6. WHEN INSTALLING ANCHORS INTO PRESTRESSED CONCRETE (PRE- OR POST- TENSIONED), LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. AVOID CUTTING OR DAMAGING THE TENDONS. P. POST-INSTALLED ADHESIVE ANCHORS: 1. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE BUILDING CODE AND THE “STATEMENT OF SPECIAL INSPECTIONS” ON THESE CONSTRUCTION DOCUMENTS. 2. ADHESIVE ANCHOR INSTALLERS SHALL BE TRAINED BY A QUALIFIED REPRESENTATIVE OF THE ADHESIVE MANUFACTURER ON THE PROPER PROCEDURES AND TECHNIQUES FOR INSTALLATION. 3. ADHESIVE SHALL BE STORED ON THE JOBSITE IN A COOL, DRY LOCATION IN CONFORMANCE WITH THE MANUFACTURER’S REQUIREMENTS. 4. ADHESIVE ANCHORS FOR INSTALLATION IN SOLID NORMAL-WEIGHT CONCRETE SHALL BE HILTI HIT HY200 V3 (ICC #ESR-4868). ALTERNATE PRODUCTS SHALL CARRY AN EVALUATION APPROVAL THAT IS BASED ON TESTING IN ACCORDANCE WITH ICC ACCEPTANCE CRITERIA AC308 AND SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO DELIVERY TO THE JOBSITE. 5. ANCHORS SHALL BE OF THE TYPE, DIAMETER, AND MINIMUM DIMENSIONAL REQUIREMENTS (EMBEDMENT, SPACING AND EDGE DISTANCE) AS INDICATED ON THE DRAWINGS. 6. ANCHORS SHALL BE INSTALLED IN HOLES DRILLED WITH DRILLING EQUIPMENT OF THE TYPE REQUIRED IN THE MANUFACTURER'S PUBLISHED EVALUATION REPORT. HOLES SHALL BE CLEANED IN CONFORMANCE WITH THE ANCHOR MANUFACTURER’S INSTRUCTIONS. 7. WHEN INSTALLING ANCHORS IN EXISTING REINFORCED CONCRETE OR MASONRY, AVOID CUTTING OR DAMAGING THE EXISTING REINFORCING BARS. 8. WHEN INSTALLING ANCHORS INTO PRESTRESSED CONCRETE (PRE- OR POST- TENSIONED), LOCATE THE PRESTRESSED TENDONS BY USING A NON-DESTRUCTIVE METHOD PRIOR TO INSTALLATION. AVOID CUTTING OR DAMAGING THE TENDONS. A. GENERAL: 1. NOTICE TO THE APPLICANT, OWNER, OWNER’S AGENT, ARCHITECT OR ENGINEER OF RECORD: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION OR INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE BUILDING OFFICIAL FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQUIRED BY CALIFORNIA CONSTRUCTION CODES. 2. NOTICE TO THE CONTRACTOR, BUILDER, INSTALLER, SUBCONTRACTOR OR OWNER- BUILDER: BY USING THESE PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION OR INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE THAT YOU ARE AWARE OF THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE BUILDING OFFICIAL FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND AS REQUIRED BY CALIFORNIA CONSTRUCTION CODES. 3. THE OWNER OR OWNER’S AGENT, OTHER THAN THE CONTRACTOR, SHALL EMPLOY SPECIAL INSPECTION AND TESTING AGENCIES TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS. 4. SPECIAL INSPECTION SHALL BE PERFORMED IN ADDITION TO INSPECTION BY THE BUILDING OFFICIAL AS REQUIRED IN SECTION 110 OF THE BUILDING CODE. SPECIAL INSPECTION SHALL NOT BE A SUBSTITUTE FOR INSPECTION BY THE BUILDING OFFICIAL. 5. WHEN WORK IN MORE THAN ONE CATEGORY OF WORK REQUIRING SPECIAL INSPECTION OR TESTING IS TO BE PERFORMED SIMULTANEOUSLY, OR THE GEOGRAPHIC LOCATION OF THE WORK IS SUCH THAT IT CANNOT BE OBSERVED IN ACCORDANCE WITH THE STATEMENT OF SPECIAL INSPECTIONS AND SECTION 1704 OF THE BUILDING CODE, IT SHALL BE THE SPECIAL INSPECTION AGENCY’S RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT THE REQUIRED WORK IS INSPECTED. 6. THE CONSTRUCTION MATERIALS TESTING AGENCY SHALL BE APPROVED BY THE BUILDING OFFICIAL FOR THE TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENT. 7. PRIOR TO THE START OF CONSTRUCTION, THE SPECIAL INSPECTION AND TESTING AGENCIES SHALL SUBMIT DOCUMENTATION TO THE BUILDING OFFICIAL DEMONSTRATING THE COMPETENCE AND RELEVANT EXPERIENCE OR TRAINING OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION. 8. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTION OR TESTING AGENCIES AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 9. WORK REQUIRING SPECIAL INSPECTION OR TESTING THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE AT THE CONTRACTOR’S EXPENSE. SPECIAL INSPECTION AND TESTING PROGRAM B. REQUIRED REPORTS: 1. THE SPECIAL INSPECTION AGENCY SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 2. SPECIAL INSPECTION REPORTS SHALL INDICATE WHETHER THE WORK INSPECTED WAS, OR WAS NOT PERFORMED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 3. THE CONSTRUCTION MATERIALS TESTING AGENCY SHALL FURNISH REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 4. MATERIAL TESTING REPORTS SHALL INDICATE WHETHER THE TESTED MATERIALS CONFORM, OR DO NOT CONFORM, TO THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS. 5. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 6. IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. 7. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS, MATERIAL TESTING AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON, PRIOR TO THE START OF WORK, BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL. C. CONTINUOUS AND PERIODIC SPECIAL INSPECTIONS: 1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL-TIME INSPECTION OF THE WORK. 2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING THE WORK WHERE PERIODIC INSPECTION IS INDICATED. AS A MINIMUM, PERIODIC SPECIAL INSPECTION SHALL OCCUR DAILY. D. OFF-SITE FABRICATION: 1. SPECIAL INSPECTION AND TESTING IS REQUIRED FOR THE OFF-SITE FABRICATION OF STRUCTURAL LOAD-BEARING OR LATERAL LOAD RESISTING MEMBERS AND ASSEMBLIES, UNLESS THE FABRICATION IS PERFORMED BY AN APPROVED FABRICATOR. 2. AN APPLICATION FOR OFF-SITE FABRICATION MUST BE SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL PRIOR TO COMMENCING ANY FABRICATION WORK REQUIRING SPECIAL INSPECTION OR TESTING. 3. A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION MUST BE SUBMITTED BY THE FABRICATOR TO THE SPECIAL INSPECTION OR TESTING AGENCY PRIOR TO FABRICATION AND SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. 4. SPECIAL INSPECTION SHALL INCLUDE VERIFICATION THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF WORKMANSHIP AND THE FABRICATOR’S ABILITY TO CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. 5. SPECIAL INSPECTION SHALL INCLUDE REVIEW OF THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE REQUIREMENTS OF THE BUILDING CODE. FOOTNOTES FOR STATEMENT OF SPECIAL INSPECTIONS: 1. SPECIAL INSPECTION FOR POST-INSTALLED ANCHORS SHALL COMPLY WITH THE REQUIREMENTS SPECIFIED IN THE EVALUATION APPROVAL FOR THE SPECIFIC PRODUCT. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 12" = 1'-0" 12 / 1 2 / 2 0 2 5 4 : 2 7 : 1 4 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 2 5 2 5 7 8 M il l e n i a S D S U N u r s i n g + G l o b a l C a m p u s S T R U C T U R A L _ v 2 4 .r v t S0.001 STRUCTURAL NOTES 55.7392.600 SDSU School of Nursing & Global Campus TI 1775 Millenia Avenue Lower Level01, Suite 010 Chula Vista, CA 91915 STATEMENT OF SPECIAL INSPECTIONS AND TESTING TYPE OF INSPECTION CONTINUOUS PERIODIC REFERENCE POST-INSTALLED ANCHORS INSTALLATION OF MECHANICAL ANCHORS X FOOTNOTE 1 INSTALLATION OF SCREW ANCHORS X FOOTNOTE 1 JOBSITE STORAGE OF ADHESIVE PRIOR TO INSTALLATION FOR CONFORMANCE WITH MANUFACTURER’S REQUIREMENTS X FOOTNOTE 1 INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTALLY OR UPWARDLY-INCLINED ORIENTATIONS X FOOTNOTE 1 INSTALLATION OF ADHESIVE ANCHORS IN DOWNWARD VERTICAL ORIENTATIONS X FOOTNOTE 1 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 e SIGNED: NO: S C C Exp. _________ R FOEATST RSTU ST GE I PERED OR EF R LA L RO UT FI AR AIN I EEN ANISO NEG L No. S 5419 C YE AS W. T STHWI TE e 06-30-26 12/15/2025 252578252736252578 PLAN (N.T.S.)Y X Y Y DATE:APPROVER:BASED ON: GRADE 60 REBAR SPLICE AND DEVELOPMENT IN NORMAL WEIGHT CONCRETE, U.O.N. 1200-01-STL YYY-MM-DD CONC. f'c=3000 PSI CONC. f'c=4000 PSI CONC. f'c=5000 PSI CONC. f'c=6000 PSI BAR SIZE SPLICE DEVELOPMENT SPLICE DEVELOPMENT SPLICE DEVELOPMENT SPLICE DEVELOPMENT TOP OTHER TOP OTHER HOOKED TOP OTHER TOP OTHER HOOKED TOP OTHER TOP OTHER HOOKED TOP OTHER TOP OTHER HOOKED GRADE 60 REINFORCEMENT NOTES: 1. SCHEDULE VALUES FOR DEVELOPMENT ARE BASED ON ACI 318, SECTION 25.4.2.3, 25.4.2.5 AND 25.4.3 FOR UNCONFINED BARS. 2. SCHEDULE VALUES FOR SPLICES ARE BASED ON ACI 318, SECTION 25.5.2.1 FOR CLASS B SPLICES OF UNCONFINED BARS. 3. CLEAR SPACING BETWEEN BARS BEING SPLICED OR DEVELOPED SHALL BE 2 BAR DIAMETERS (MIN.) CONCRETE CLEAR COVER OVER BARS BEING DEVELOPED 4. SHALL BE 1 BAR DIAMETER (MIN.) 5. DEVELOPMENT AND SPLICE LENGTHS ARE GIVEN IN INCHES. 6. TOP BARS ARE STRAIGHT HORIZONTAL BARS LOCATED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS PLACED BELOW. 7. OTHER BARS ARE STRAIGHT HORIZONTAL BARS LOCATED SUCH THAT 12 INCHES OR LESS OF FRESH CONCRETE IS PLACED BELOW OR STRAIGHT VERTICAL BARS. 8. HOOKED BARS ARE VERTICAL OR HORIZONTAL BARS TERMINATING WITH STANDARD HOOKS THAT COMPLY WITH DETAIL 3 29 22 22 17 8 3 25 20 20 15 7 3 22 17 17 13 7 3 21 16 16 12 7 4 38 29 29 22 12 4 33 25 25 19 11 4 30 23 23 17 11 4 27 21 21 16 10 5 47 36 36 28 16 5 40 31 31 24 15 5 36 29 29 22 15 5 34 26 26 20 14 6 56 43 43 33 21 6 48 38 38 29 20 6 44 34 34 26 19 6 40 31 31 24 19 7 82 63 63 48 27 7 70 55 55 42 25 7 64 49 49 38 24 7 59 45 45 34 24 8 94 72 72 55 32 8 81 62 62 48 30 8 73 56 56 43 29 8 66 51 51 39 29 9 105 81 81 62 39 9 91 70 70 54 36 9 82 63 63 48 35 9 74 57 57 44 34 10 118 91 91 70 46 10 103 79 79 61 43 10 92 71 71 54 42 10 83 65 65 50 41 11 131 101 101 78 54 11 113 87 87 67 51 11 101 78 78 60 49 11 92 72 72 55 48 BAR SIZE BAR SIZE BAR SIZE DATE: APPROVER: BASED ON: TYP. SUSPENDED MEP UNIT AT CONCRETE SLAB (MAX. WT = 525LB, SDS <1.50) YYYY-MM-DD MEP UNIT 45°45° 45°45° 3/8" DIA. HILTI KB-TZ2 ANCHOR (ICC ESR-4266) TYP. CONCRETE SLAB PER PLAN (8" MIN. N.W. CONC., f'c=4,000psi MIN.) 3/8" DIA. THREADED ROD CABLE BRACE SHALL BE GALVANIZED WIRE ROPE 7x19 IWSC, RHRL (PRESTRETCHED) LAYOUT PER UNISTRUT LS410 FITTING UNISTRUT SPF 400 CLIP UNISTRUT P2485 CRADLE CLIPS @ 1'-0" O.C. UNISTRUT P1000T CHANNEL STIFFENER (REQ'D ONLY WHEN H>1'-6") SPRING ISOLATOR WHERE REQUIRED BY MECH. THREADED ROD TYP OF 4 CABLE BRACE THREADED ROD P-3008 NUT P2485 CRADLE CLIP P-1000 T-LENGT (8" SHORTER THAN ROD) 3/8" x 1" HHCSUNISTRUT P1000T AT EA SIDE OF UNIT MEP UNIT MAX. WT-525# 6" MA X . "H " 6'-0" MAX SPAN hef = 2" EMBED +/- 45° CHANNEL NUT WITH SPRING TYP. DATE: APPROVER: BASED ON: ADHESIVE ANCHOR SCHEDULE 1200-12 YYY-MM-DD ANCHOR SIZE EMBED DEPTH (UON) MINIMUM EDGE DIST, 'E' (UON) MINIMUM CONC THICK, 'T' (UON) MINIMUM SPACING, 'S' (UON) REBAR SIZE CONCRETE EDGE PERPENDICULAR TO DIRECTION OF LOAD CONCRETE EDGE PARALLEL TO DIRECTION OF LOAD 7/8" DIA. 1" DIA. 5/8" DIA. 3/4" DIA. 1/2" DIA. 7 1/2" 10 1/2" 12" 9" 6" 7" 8" 6" 5" 4" 5 1/4" 6" 3 3/4" 4 1/2" 3" 3/8" DIA. 3" 2 1/4" 4 1/2" 1 1/4" DIA.15"10"7 1/2" 8 3/4" 10" 6 1/4" 7 1/2" 5 1/4" 4 1/4" 12 1/2" #7 #8 #6 #5 #4 #3 #10 N/A 13 1/2"9"6 3/4"11 1/4"#9 NOTES: 1. SPECIAL INSPECTION IS REQ'D FOR INSTALLATION OF ANCHORS, U.O.N. 2. ADHESIVE SHALL BE HILTI HIT-RE-500-V3 (ICC #ESR-3814) 3. THREADED ROD ANCHORS SHALL BE ISO 898-1 CLASS 5.8, ASTM A193 B7 OR ASTM F593, CW STAINLESS 4. REINF. STEEL ANCHORS SHALL BE ASTM A615 OR ASTM A706 GRADE 60 5. HOLES SHALL BE DRILLED INTO DRY CONCRETE WITH A HAMMER DRILL AND CARBIDE BIT 6. CONCRETE SHALL BE NORMAL WEIGHT, f'c SHALL BE 3000 PSI, MIN. 7. UNLESS OTHERWISE NOTED, THE ANCHOR (OR ANCHOR GROUP) SHALL BE NO CLOSER TO THE CONCRETE EDGE ON THREE SIDES THAN THE LARGER OF A. 12 ANCHOR DIAMETERS, OR B. 1.5 TIMES THE ACTUAL DISTANCE TO THE CLOSEST EDGE 8. ANCHORS SHALL BE INSTALLED IN TEMPERATURE RANGE 'A', AS DEFINED BY THE ICC APPROVAL MAX SHORT-TERM TEMP = 110°F MAX LONG TERM TEMP = 80°F CLOSEST CONC. EDGE CLOSEST CONC. EDGE NOTE 7 'S' MIN 'S ' MI N . 'S ' MI N . 'E ' MI N . NO T E 7 'E' MIN. 'S' MIN. 'S ' MI N . NO T E 7 'S ' MI N . NO T E 7 LOAD LOAD NOTE 7 NOTE 7 DATE: APPROVER: BASED ON:YYY-MM-DD NOTE 1. ANCHORAGE EMBED LISTED IS THE EFFECTIVE EMBED PER HILTI KB-TZ2 ICC ESR-4266. 2" MIN U.O.N. 2. USE STAINLESS STEEL HILTI KB-TZ2 ANCHORS AT LOCATIONS EXPOSED TO WEATHER OR MOISTURE 3. MINIMUM ANCHORAGE SHOWN, ANCHOR DIAMETER AND LAYOUT SHOULD BE VERIFIED & COORDINATED WITH MANUFACTURER REQUIREMENT 4. SEE ARCH AND MEP DRAWINGS FOR COMPLETE EQUIPMENT LIST, LAYOUT AND LOCATIONS #3 CONT. @ 18" O.C.#3 ADHESIVE DOWEL @ 18" O.C. (E) SLAB-ON-GRADE COMPACTED SOIL OR SAND PIPING PER PLUMBING DATE: APPROVER: BASED ON: TYP. SLAB TRENCH INFILL AT SLAB ON GRADE YYY-MM-DD 3" EMBED 3" C L R . LAP 1'-6" (MIN.) 36" ± DATE: APPROVER: BASED ON: SUPPORT AT INTERIOR SOFFIT FRAMING YYYY-MM-DD (4 ' - 0 " M A X . ) PE R A R C H 16 GA TRACK W/ (2)-#10 SMS EA STUD, TOP & BOTTOM STEEL STUD PER ARCH 362162-43 @ 16" O.C. (MIN) (E) CONC SLAB PER PLAN 1/2" DIA. HILTI KB-TZ2 W/ 2" EMBED. @ 32" O.C. (ICC-ESR#4266) (EXISTING) EXTERIOR GLAZING PER PLAN #10 SMS @ 48" O.C. P NOTE: LATERAL P FORCE APPLIED: 10PLF LIVE LOAD (ASD) DATE: APPROVER: BASED ON: SUPPORT AT ROLLER SHADE YYYY-MM-DD (4 ' - 0 " M A X . ) PE R A R C H 16 GA TRACK W/ (2)-#10 SMS EA STUD, TOP & BOTTOM ROLLER SHADE PER ARCH STEEL STUD PER ARCH 362162-43 @ 16" O.C. (MIN) (E) CONC SLAB PER PLAN 1/2" DIA. HILTI KB-TZ2 W/ 2" EMBED. @ 32" O.C. (ICC-ESR#4266) (EXISTING) EXTERIOR GLAZING 14GA CLIP ANGLE CONT. W/ #10 SMS @ 48" O.C. P NOTE: LATERAL P FORCE APPLIED: 10PLF LIVE LOAD (ASD) (2)-#10 SMS @ 48" O.C. 9" M A X . PER PLAN DATE: APPROVER: BASED ON: TYPICAL METAL STUD BACKING PLATE 9893-01-01 YYYY-MM-DD WALL MOUNTED DOOR STOPS MARKER & TRACK BOARDS WALL CABINETS & BASE CABINETS, HANDRAILS & GRAB BARS TYPE 2 - USE AT:TYPE 1 - USE AT: STUDS PER PLANSTUDS PER PLAN 6" 18 GA. SHT. MTL. STRAP (2)-#8 S.M.S. EA. STUD 6" 16 GA. MTL. STUD NOTCH AT EA. VERTICAL STUD AS SHOWN (3)-#8 S.M.S. EA. STUD NOTE: BACKING PLATE TYPE 1 ACROSS MIN. THREE (3) STUDS, EXTEND ALL BACKING PLATES TO LAST STUD BEYOND ITEM. DO NOT CUT WALL STUD FLANGES FRONT VIEWSIDE VIEW (3)-#12 SMS (MIN.) T & B L2x2x14 GA (MIN.) FRAMING PROVIDE A MIN OF (3) 16 GA CLIPS. WELD OR SCREW DRAIN PAN TO ANGLE SUPPORTS OPTION TO USE 3/8" DIA. MB OR 3/16" WELD (ALL SIDE OF ANGLE) WATER HEATER (PER MECH) MAX. OPERATING WEIGHT = 240# BACKING PLATE TYPE 1 T&B PER STUD WALL PER ARCH 362S162-33 MIN. AT 16" O.C. DATE: APPROVER: BASED ON: TYP. WALL MOUNTED WATER HEATER 9893-01-11 YYYY-MM-DD 3/16TYP. (2'-0" MAX) PER MECH 1' - 0 " M I N . 15 S0.100 6" U. O . N . 3" 6" EDGE DISTANCE TYP. 1'-0"#4 @ 12" x AROUND PERIMETER OF EQUIPMENT PAD PER PE R EM B E D . #4@12" E.W. SC H E D . RAISED CONC. (COORDINATE LOCATION W/ M/E/P DWGS.) UNIT AND FRAME PER MFR CLEAN CONC. SURFACE (ROUGHEN) ANCHOR PER SCHED. PE R SL A B PL A N DATE: APPROVER: BASED ON: TYP. MECHANICAL EQUIPMENT ANCHORAGE WITH CONC. PAD AT SLAB ON GRADE YYYY-MM-DD 2 S0.100 DATE: APPROVER: BASED ON: TYPICAL REINF. BAR BENDS AND HOOKS 1200-08 YYYY-MM-DD 180° HOOK 90° HOOK 135° HOOK SEISMIC HOOKS (#5 AND SMALLER) 180° HOOK 90° HOOK OFFSET STANDARD HOOKS AND BENDS 6 1 NOTES: 1. FOR #8 & SMALLER STD. HOOK, 'D' SHALL BE 6 x db 2. FOR #9, #10 & #11: STD. HOOK, 'D' SHALL BE 8 x db 3. FOR #14 & #18: STD. HOOK, 'D' SHALL BE 10 x db 6d b (3 " M I N . ) 6db (3" MIN.) 12 d b (M I N . ) DD 4db (2 1/2" MIN.) db db dbdb db 6db (3" MIN.) 4db 4db 4db D D db © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 6 / 2 0 2 6 9 : 5 3 : 4 4 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 2 5 2 5 7 8 M il l e n i a S D S U N u r s i n g + G l o b a l C a m p u s S T R U C T U R A L _ v 2 4 .r v t S0.100 STRUCTURAL DETAILS 55.7392.600 SDSU School of Nursing & Global Campus TI 1775 Millenia Avenue Lower Level01, Suite 010 Chula Vista, CA 91915 EWH-2 240 LEVEL 00 SEE DETAIL 5/- T-BP2 515 LEVEL 00 3/8" DIA. HILTI KB-TZ2 W/ 1.5" MIN. EFF. EMBED 8/- (1) ANCHOR @ EA. CORNER (MIN. 4 ANCHORS) FC 0-1-17 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-15 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-13 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-12 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-11 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-10 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-9 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-8 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-7 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-6 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-5 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-4 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-3 245 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-2 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- FC 0-1-1 135 LEVEL 01 (SUSPENDED) SEE DETAIL 11/- EQUIP. CALLOUT MAX OPER. WT. (LBS) LOCATION MINIMUM ANCHORAGE DETAIL COMMENTS EQUIPMENT ANCHORAGE SCHEDULE 111 2 14 4 2328 15 5 8 3 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 02.13.2026 PCC #1 2.D 2.72.62.52.42.32.22.1 2.C 2.B 2.A F20.5 F18.0 F18.0 F23.0 F26.0 F20.5 F18.0 F23.0 F18.0 F18.0 F17.0 F26.0 F18.0 F18.0 F18.0 F17.0 C37 C32 C32 C32 C32 C33 C35 C35 C32 C32 C32 C33 C32 C31 C31 C34 C34 C37 CHSS6X6X1/4 TYP. @ MULTI-SLIDE DOORS (HSS12x6x1/4 ABV) 54" THK. MAT SLAB 54" THK. MAT SLAB 10 ' - 0 " 14'-0" 14 ' - 0 " CONTROL JOINTS 10 ' - 0 " 10'-0" 14 ' - 0 " 16'-0" 21'-0" 30'-0" 25'-0" 30'-0" 30'-0" 30'-0" 40 ' - 0 " 3 5 ' - 0 " 4 0 ' - 0 " (E) 5" CONC. SLAB-ON-GRADE EJ C34C34 0' - 2 " T.O.S.=83'-0" EJ GB - 1 GB - 2 GB - 2 GB - 1 GB-1 T.O.FTG. -6'-6" C34T.O.FTG. -2'-0" 6 1/2" WIDE CURB 6 1/2" WIDE CURB 6 1/2" WIDE CURB 6 1/2" WIDE CURB NOT IN SCOPE 4 S0.100 MAX WT. = EWH 2 240# MAX WT. = T BP2 515# NOTES: 1. INFORMATION SHOWN SCREENED IS EXISTING. 2. COORDINATE W/ MEP DRAWINGS FOR LOCATION AND SIZES OF MEP EQUIPMENT 3. VERIFY ALL DIMENSIONS WITH ARCH'L DRAWINGS. SEE ARCH. FOR DIMENSIONS NOT SHOWN. 4. CONFIRM ALL SLAB ELEVATIONS, STEPS, SLOPES AND OPENINGS WITH ARCHITECT AND MEP DRAWINGS. REPORT DISCREPANCIES TO THE STRUCTURAL ENGINEER. 5. FOR ITEMS NOT NOTED OR REFERENCED ON PLAN, SEE STRUCTURAL NOTES AND TYPICAL DETAILS. LEGEND: APPROXIMATE LOCATION OF MEP EQUIPMENT PER ARCH. OR M/E/P. EQUIPMENT ANCHORAGE PER MAX WT. = - - APPROXIMATE LOCATION OF CONCRETE EQUIPMENT PAD PER ARCH. OR M/E/P. APPROXIMATE LOCATION OF TRENCH INFILL PER ARCH OR M/E/P © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 12 / 1 2 / 2 0 2 5 4 : 2 7 : 2 4 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 2 5 2 5 7 8 M il l e n i a S D S U N u r s i n g + G l o b a l C a m p u s S T R U C T U R A L _ v 2 4 .r v t S1.101 BLDG 2 COMPOSITE FOUNDATION PLAN - LEVEL 00 55.7392.600 SDSU School of Nursing & Global Campus TI 1775 Millenia Avenue Lower Level01, Suite 010 Chula Vista, CA 91915 SCALE:1/8" = 1'-0" BLDG 2 COMPOSITE FOUNDATION PLAN - LEVEL 001 Drawing North 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 e SIGNED: NO: S C C Exp. _________ R FOEATST RSTU ST GE I PERED OR EF R LA L RO UT FI AR AIN I EEN ANISO NEG L No. S 5419 C YE AS W. T STHWI TE e 06-30-26 12/15/2025 252578252736252578 2.D 2.72.62.52.42.32.22.1 2.C 2.B 2.A 2.E (E) 12" CONC. SLAB, TYP. 21'-0" 30'-0" 25'-0" 30'-0" 30'-0" 30'-0" 40 ' - 0 " 3 5 ' - 0 " 4 0 ' - 0 " CAMBER +1/4" CA M B E R + 1 1 / 2 " TELESCOPING AURDITORIUM SEATING SYSTEM PER ARCH. MAX. WT= 10,000 LB AUDTORIUM SEATING ATTACHMENT TO JAMB MAX WT. = FC 0-1-2 135#MAX WT. = FC 0-1-6 135# MAX WT. = FC 0-1-1 135# MAX WT. = FC 0-1-8 135# MAX WT. = FC 0-1-10 135# MAX WT. = FC 0-1-4 135# MAX WT. = FC 0-1-5 135# MAX WT. = FC 0-1-7 135# MAX WT. = FC 0-1-9 135#MAX WT. = FC 0-1-17 135# MAX WT. = FC 0-1-11 135# MAX WT. = FC 0-1-15 135# MAX WT. = FC 0-1-12 135# MAX WT. = FC 0-1-13 135# MAX WT. = FC 0-1-3 245# NOT IN SCOPE MAX WT. = SAV 4 MAX WT. = EAV 2 .. . 28 S0.100 . AT ROLLER SHADE PER ARCH AT PERIMETER SOFFT PER ARCH 28 S0.100 AT ROLLER SHADE PER ARCH 28 S0.100 AT ROLLER SHADE PER ARCH 23 S0.100 NOTES: 1. FOR NOTES AND LEGENDS, SEE S1.101 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 12 / 1 2 / 2 0 2 5 4 : 2 7 : 2 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 2 5 2 5 7 8 M il l e n i a S D S U N u r s i n g + G l o b a l C a m p u s S T R U C T U R A L _ v 2 4 .r v t S1.102 BLDG 2 COMPOSITE CONCRETE OUTLINE - LEVEL 01 55.7392.600 SDSU School of Nursing & Global Campus TI 1775 Millenia Avenue Lower Level01, Suite 010 Chula Vista, CA 91915 Drawing North SCALE:1/8" = 1'-0" BLDG 2 COMPOSITE CONCRETE FOUNDATION PLAN - LEVEL 011 10.29.2025 ISSUE FOR DD FINAL 12.15.2025 CITY SUBMITTAL 1 e SIGNED: NO: S C C Exp. _________ R FOEATST RSTU ST GE I PERED OR EF R LA L RO UT FI AR AIN I EEN ANISO NEG L No. S 5419 C YE AS W. T STHWI TE e 06-30-26 12/15/2025 252578252736252578 MECHANICAL ABBREVIATIONS ABB DESCRIPTION Kg L/s m m³ m² m/s mm Pa W AC ACCU ACU AD AFF AHU APD APPROX ARCH AS C CDB CMH CWB B BCU BHP BI BLDG BOT BTU BTUH CAP CCFC CFM CH KILOGRAM(S) LITER(S) PER SECOND METER(S) CUBIC METER(S) SQUARE METER(S) METER(S) PER SECOND MILLIMETER(S) PASCAL(S) WATT(S) AIR CONDITIONER, AIR CURTAIN AIR COOLED CONDENSING UNIT AIR CONDITIONING UNIT ACCESS DOOR ABOVE FINISHED FLOOR AIR HANDLING UNIT AIR PRESSURE DROP APPROXIMATE(LY) ARCHITECT OR ARCHITECTURAL AIR SEPARATOR CELSIUS DEGREE(S) CELSIUS DRY BULB CUBIC METER(S) PER HOUR DEGREE(S) CELSIUS WET BULB BOILER BLOWER CONTROL UNIT BREAK HORSEPOWER BINARY INPUT BUILDING BOTTOM BRITISH THERMAL UNIT BRITISH THERMAL UNIT(S) PER HOUR CAPACITY CLOSED CIRCUIT FLUID COOLER CUBIC FEET PER MINUTE CHILLER CHWR CHWS CLG CON CONC CONT CONTR CONV CU FT CUH CWBT CWP CWR CWS DB DDC DEG DIA DIFF DISC DOAS SWG DWH (E), EXIST, EX EA EAG EAR EAT EF ELEC ERU ERV ERW ESP ET CHILLED WATER RETURN CHILLED WATER SUPPLY CEILING, COOLING CONNECTION CONCRETE CONTINUOUS, CONTINUATION CONTRACTOR CONVECTOR CUBIC FEET CABINET UNIT HEATER CHILLED WATER BUFFER TANK CONDENSER WATER PUMP CONDENSER WATER RETURN CONDENSER WATER SUPPLY DRY BULB DIRECT DIGITAL CONTROL DEGREE(S) DIAMETER DIFFUSER DISCONNECT DEDICATED OUTDOOR AIR SYSTEM DRAWING DOMESTIC WATER HEATER EXISTING EXHAUST AIR EXHAUST GRILLED EXHAUST AIR REGISTER ENTERING AIR TEMPERATURE EXHAUST FAN ELECTRIC(AL) ENERGY RECOVERY UNIT ENERGY RECOVERY VENTILATOR ENERGY RECOVERY WHEEL EXTERNAL STATIC PRESSURE EXPANSION TANK ETR EWT EXH (F) F FAI FCU FDB FIN FLR FLEX FPM FT FWB GA GC GMU GPM GV GWR GWS HC HOA HP HPU HTG HTR HVAC HWR HWS ID IN INSUL KEF KW L EXISTING TO REMAIN ENTERING WATER TEMPERATURE EXHAUST FUTURE FAHRENHEIT FRESH AIR INTAKE FAN COIL UNIT DEGREES FAHRENHEIT DRY BULB FINISHED FLOOR FLEXIBLE FEET PER MINUTE FOOT, FEET DEGREES FAHRENHEIT WET BULB GAUGE GENERAL CONTRACTOR GLYCOL MAKEUP UNIT GALLONS PER MINUTE GRAVITY VENTILATOR GLYCOL WATER RETURN GLYCOL WATER SUPPLY HEATING COIL HAND-OFF-AUTOMATIC HORSEPOWER HEAT PUMP UNIT HEATING HEATER HEATING VENTILATION / AIR CONDITIONING HEATING HOT WATER RETURN HEATING HOT WATER SUPPLY INSIDE DIAMETER INCH(ES) INSULATE(D), INSULATION KITCHEN EXHAUST FAN KILOWATT(S) LOUVER LAT LB, LBS LWT MAG MAINT MAU MAX MBH MECH MFR, MFGR MIN MISC MUA NC NIC NO NTS OA OD OED P PLBG POC PRESS PRV PSI PSIG PTAC QTY RA REQ'D RF RH RM RPM LEAVING AIR TEMPERATURE POUND(S) LEAVING WATER TEMPERATURE MAGNETIC MAINTENANCE MAKE-UP AIR UNIT MAXIMUM 1,000 BTUH MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MAKE-UP AIR NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE OUTSIDE AIR OUTSIDE DIAMETER OPEN END DUCT PUMP PLUMBING POINT OF CONNECTION PRESSURE PRESSURE RELIEVING VALVE POUNDS PER SQUARE INCH PSI GAUGE PACKAGED TERMINAL AIR CONDITIONER QUANTITY RETURN AIR REQUIRED RETURN FAN RELATIVE HUMIDITY ROOM REVOLUTIONS PER MINUTE ABB DESCRIPTION ABB DESCRIPTION ABB DESCRIPTION RTU SA SAR SOV SP SPECS SQ STRUC TA TEMP TXV TYP UH UNO VEF VEL VENT VER VERT VFD VRF VOL W/ W/O WB WG WHSP WST WTWHP XFER ROOFTOP AIR HANDLING UNIT SUPPLY AIR SUPPLY AIR REGISTER SHUT-OFF VALVE STATIC PRESSURE (INCHES OF WATER) SPECIFICATIONS SQUARE STRUCTURAL TRANSFER AIR TEMPERATURE THERMAL EXPANSION VALVE TYPICAL UNIT HEATER UNLESS NOTED OTHERWISE VEHICLE EXHAUST FAN VELOCITY VENTILATION, VENTILATOR VEHICLE EXHAUST REEL VERTICAL VARIABLE FREQUENCY DRIVE VARIABLE REFRIGERANT FLOW VOLUME WITH WITHOUT WET BULB WATER GAUGE WATER SOURCE HEAT PUMP WATER STORAGE TANK WATER TO WATER HEAT PUMP TRANSFER ABB DESCRIPTION AxB S MECHANICAL SYMBOLS LEGEND $ DDCP AFS DESCRIPTIONSYMBOL AIR DEVICE ACCESS PANEL DUCTWORK -AIRFLOW MEASUREMENT STATION PIPING -BALL VALVE DUCTWORK -BACKDRAFT DAMPER CONNECT TO EXISTING DIRECT DIGITAL CONTROL PANEL PIPING -DIRECTION OF WATER FLOW DUCTWORK -DIRECTION OF AIRFLOW - RETURN DUCTWORK -DIRECTION OF AIRFLOW - SUPPLY DUCTWORK -DIFFERENTIAL PRESSURE DUCTWORK -DUCT ELEVATION DROP DUCTWORK -DIMENSIONS (SIDE SHOWN x SIDE NOT SHOWN) DN DSD DUCTWORK -DUCT SMOKE DETECTOR DUCTWORK -FIRE DAMPER FD DUCTWORK -FLEXIBLE DUCT DUCTWORK -FLEXIBLE CONNECTION DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL DUCTWORK -MOTOR OPERATED DAMPER DUCTWORK -RETURN DUCT UP (SLASH MAY BE FLIPPED) DUCTWORK -RETURN DUCT DOWN (SLASH MAY BE FLIPPED) DUCTWORK -DUCT ELEVATION RISEUP DUCTWORK -SUPPLY DUCT UP DUCTWORK -SUPPLY DUCT DOWN DUCTWORK -MANUAL VOLUME DAMPER EXHAUST FAN HUMIDISTATH CARBON DIOXIDE SENSORCO2 CO CARBON MONOXIDE SENSOR PHASE PIPING -ELBOW 90° DOWN PIPING -ELBOW 90° UP PIPING -FLEXIBLE CONNECTION PIPING -UNION PIPING -FLOWMETER -VENTURI PIPING -FLOWMETER -ORIFICE PIPING -CAP PIPING -TEE DOWN PIPING -TEE UP PIPING -CHECK VALVE (SWING GATE) PIPING -CHECK VALVE (SPRING) PIPING -ANGLE GLOBE VALVE PIPING -CALIBRATED BALANCE VALVE PIPING -THERMOMETER PIPING -CONTROL VALVE (2-WAY) PIPING -CONTROL VALVE (3-WAY) PIPING -PRESSURE GAUGE WITH GAUGE COCK PIPING -PT (PRESSURE & TEMPERATURE) TEST PORT PIPING -PUMP (ARROW IS DIRECTION OF FLOW) P-# DESCRIPTIONSYMBOL RETURN AIR DEVICE (SLASH MAY BE FLIPPED) REMOVE EXISTING TO STARTER (EQUIPMENT SERVED) SWITCH SQUARE SUPPLY AIR DIFFUSER PIPING -TEMPERATURE SENSOR NOX H2 HYDROGEN SENSOR NITROGEN OXIDE SENSOR MV FS DESCRIPTIONSYMBOL PIPING -BUTTERFLY VALVE PIPING -AIR VENT (MANUAL) PIPING -PLUG VALVE PIPING -EXPANSION JOINT PIPING -GATE VALVE PIPING -GLOBE VALVE PIPING -FLOW SWITCH PIPING -STRAINER WITH VALVED AND CAPPED BLOW DOWN PIPING -REDUCER DUCTWORK -TRANSITION -RECTANGULAR DUCTWORK -TRANSITION -RECTANGULAR TO ROUND / FLAT OVAL AxB AxB AxB (AØ) (AxBFO) PIPING -SOLENOID VALVE PIPING -PIPE GUIDE PIPING -PIPE ANCHOR PIPING -PRESSURE RELIEF VALVE PIPING -PRESSURE REDUCING VALVE DP AØ DUCTWORK -DIMENSIONS -ROUND AxBFO DUCTWORK -DIMENSIONS -FLAT OVAL (SIDE SHOWN x SIDE NOT SHOWN) DUCTWORK -COMBINATION FIRE / SMOKE DAMPER FS DSD DUCTWORK -SMOKE DAMPER SD DSD LOUVER BDD DOOR LOUVER DOOR UNDERCUT L UC S T PIPING -ELBOW 45° PIPING -ELBOW 90° DUCTWORK -ELBOW 90° UP DUCTWORK -ELBOW 90° DOWN DUCTWORK -DUCT ELEVATION RISE (ROUND OR FLAT OVAL)UP DUCTWORK -DUCT ELEVATION DROP (ROUND OR FLAT OVAL)DN KEYNOTE REVISION# AV PIPING -AIR VENT (AUTOMATIC) TAG CFM TYP DESCRIPTIONSYMBOL THERMOSTAT (DASHED LINE RUNS TO CONTROLLED DEVICE) TT EXHAUST AIR DEVICE (SLASH MAY BE FLIPPED) DUCTWORK -EXHAUST DUCT UP (SLASH MAY BE FLIPPED) DUCTWORK -EXHAUST DUCT DOWN (SLASH MAY BE FLIPPED) # MECHANICAL - REQUIRED CODES, STANDARDS, & REFERENCES • 2024 CHULA VISTA MUNICIPAL CODE • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 2 –CALIFORNIA BUILDING CODE —VOLUMES 1 & 2, INCLUDING APPENDIX I AND APPENDIX P, AND EXCLUDING CHAPTER 1, DIVISION II • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 3 –CALIFORNIA ELECTRICAL CODE • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 4 –CALIFORNIA MECHANICAL CODE, INCLUDING APPENDICES B AND C • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 5 –CALIFORNIA PLUMBING CODE, INCLUDING APPENDICES A, B, D, H, I, AND J • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 6 –CALIFORNIA ENERGY CODE • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 9 –CALIFORNIA FIRE CODE, INCLUDING APPENDIX CHAPTERS B, BB, C, CC, H AND O • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 10 –CALIFORNIA EXISTING BUILDING CODE, INCLUDING APPENDIX A • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 11 –CALIFORNIA GREEN BUILDING STANDARDS CODE • 2022 CALIFORNIA BUILDING STANDARDS CODE, PART 12 –CALIFORNIA REFERENCED STANDARDS CODE DESIGN CONDITIONS CONDITIONS AS INDICATED IN THE RFP OUTSIDE DESIGN CONDITIONS: SUMMER (0.5%):84°F DB / 68°F WB WINTER (0.2%):38°F DB INDOOR DESIGN, GENERAL AND LIBRARY SPACES: SUMMER / WINTER:72 +/-2°F INDOOR DESIGN, ELECTRICAL ROOMS: SUMMER / WINTER:95 +/-2°F INDOOR DESIGN, UNOCCUPIED SPACES / SETBACK: SUMMER:85°F WINTER:55°F © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 2 / 2 0 2 6 2 : 3 0 : 1 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-001 MECHANICAL NOTES AND LEGEND 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 MECHANICAL SHEET INDEX SHEET INFORMATION NUMBER NAME M-001 MECHANICAL NOTES AND LEGEND M-002 MECHANICAL NOTES M-003 MECHANICAL T-24 M-004 MECHANICAL T-24 M-101 MECHANICAL PLAN - LOWER LEVEL 01 - ZONING - SUITE 010 M-110 MECHANICAL PLAN - LOWER LEVEL 01 - SUITE 010 M-501 MECHANICAL - DETAILS M-502 MECHANICAL - DETAILS M-601 MECHANICAL - SCHEDULES M-602 MECHANICAL - SCHEDULES M-701 MECHANICAL - CONTROLS M-702 MECHANICAL - DIAGRAMS GENERAL 1. DO NOT SCALE DRAWINGS. CONDITIONS ARE DIAGRAMMATICALLY INDICATED. 2. PROVIDE ALL WORK INDICATED OR IMPLIED ON THE DRAWINGS UNLESS SPECIFICALLY NOTED OTHERWISE. 3. PROVIDE ALL MATERIALS, EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE. 4. ALL WORK SHOWN ON THE DRAWINGS IS TO BE BY THE CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 5. EQUIPMENT SUBMITTALS AND SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS MUST BE APPROVED BY ENGINEER PRIOR TO PURCHASE, FABRICATION, AND INSTALLATION. 6. WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCTS OF A SINGLE MANUFACTURER MUST BE USED. 7. VERIFY EXISTING CONDITIONS AT THE SITE AND REPORT DISCREPANCIES TO THE OWNER’S REPRESENTATIVE BEFORE PROCEEDING WITH WORK. 8. LIMITS OF WORK ARE SHOWN FOR GENERAL REFERENCE AND DO NOT ESTABLISH PRECISE BOUNDARIES OF WORK FOR ANY TRADE THAT MAY BE REQUIRED TO COMPLETE THE PROJECT. 9. THE VERBIAGE ON THE DRAWING INDICATING TYPES OF MATERIALS IS INTENDED TO AID THE CONTRACTOR IN UNDERSTANDING THE VARIOUS CONDITIONS LIKELY TO BE ENCOUNTERED. 10. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING QUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE PROJECT. 11. REFER TO DETAILS FOR ADDITIONAL REQUIREMENTS REGARDING SIZES AND ARRANGEMENTS. 12. PAINT COLORS AND OTHER FINISHES ARE SUBJECT TO CHANGE FROM THOSE LISTED IN THE CONTRACT DOCUMENTS WITHOUT NOTICE. CONTRACTOR TO SUBMIT SAMPLES OF PROPOSED COLORS AND FINISHES TO OWNER FOR REVIEW AND APPROVAL BEFORE THE INSTALLATION/FINISHING OF SURFACES. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE AND TO MAINTAIN THE BUILDING'S STRUCTURAL INTEGRITY DURING ALL PHASES OF DEMOLITION AND NEW WORK. PROVIDE ALL REQUIRED SUPPORT, SHORING, PINNING, ETC. TO ASSURE THIS REQUIREMENT. 14. MAINTAIN BUILDING IN WEATHERPROOF AND WATERTIGHT CONDITIONS THROUGHOUT THE DURATION OF CONSTRUCTION. 15. FIRE STOP ALL FLOOR / CEILING PENETRATIONS AND ALL PENETRATIONS THROUGH RATED PARTITIONS / WALLS. 16. THE CONTRACTOR MUST LEGALLY DISPOSE OF ALL THEIR DEMOLISHED MATERIALS OFF-SITE PER REGULATIONS OF AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT. 17. WORK SHOWN ON DRAWINGS INVOLVES THE REMOVAL, REPLACEMENT, DEMOLITION, CUTTING, PATCHING AND PLASTERING OF EXISTING SURFACES IN ROOMS ABOVE AND BELOW THE CONSTRUCTION AREA. ALL OF THIS WORK IS BY THE CONTRACTOR. THE CONTRACTOR MUST RESTORE ALL SURFACES AND FLOORS THAT ARE AFFECTED BY THEIR WORK. THE CONTRACTOR MUST COORDINATE THE PATCHING AND REPAIR OF THEIR WORK WITH THE WORK OF THE GENERAL CONTRACTOR’S FINAL FINISHES. 18. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. CONTRACTOR MUST BE RESPONSIBLE TO FIELD SURVEY ACTUAL SITE CONDITIONS AND ACCOMMODATE ACTUAL SITE CONDITIONS AS PART OF SCOPE OF WORK AT NO ADDITIONAL COST TO GOVERNMENT. 19. MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, DUCTS, CONDUITS, SUSPENDED EQUIPMENT, SUPPORTS, ETC., THROUGHOUT ACCESS ROUTES IN MECHANICAL ROOMS. 20. COORDINATE ALL FINAL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCTWORK AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DUCTWORK AND PIPING DIMENSIONS BEFORE FABRICATION. 21. ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND SUPPORT OF MECHANICAL WORK AS SHOWN IN DETAILS FOR PIPING,DUCTWORK AND EQUIPMENT (UNLESS OTHERWISE NOTED) MUST BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR AT NO ADDITIONAL COST. 22. ALL EQUIPMENT, PIPING, DUCTWORK, ETC., MUST BE SUPPORTED AS DETAILED, SPECIFIED AND AS REQUIRED TO PROVIDE A VIBRATION FREE INSTALLATION. 23. PROVIDE FLEXIBLE CONNECTIONS IN ALL DUCTWORK SYSTEMS CONNECTED TO FANS AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION.FLEXIBLE CONNECTIONS MUST BE PROVIDED AT THE POINT OF CONNECTION TO THE EQUIPMENT UNLESS OTHERWISE INDICATED. COORDINATION 1. SEVERAL PROJECTS MAY OCCUR AT THE SITE SIMULTANEOUSLY WITH THIS PROJECT. COORDINATE ALL WORK REQUIREMENTS UNDER THIS CONTRACT WITH THESE PROJECTS. 2. THE CONTRACTOR MUST REVIEW ALL DRAWINGS AND INCORPORATE PHASING REQUIREMENTS IN BID. 3. REFER TO AND INCORPORATE THE ARCHITECTURAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR COORDINATION REQUIREMENTS OF DEMOLITION AND NEW WORK. 4. COORDINATE WITH THE ELECTRICAL CONTRACTOR: A. LOCATION AND POWER REQUIREMENTS OF EQUIPMENT, CONTROL PANELS AND DEVICES. B. MECHANICAL CONTRACTOR MUST FURNISH MOTOR CONTROL DEVICES TO ELECTRICAL CONTRACTOR FOR INSTALLATION. MOTOR CONTROL DEVICES INCLUDE BUT ARE NOT LIMITED TO FUSED DISCONNECTS, DISCONNECTS, MOTOR STARTING SWITCHES, PUSH BUTTON STATIONS, FRACTIONAL HORSEPOWER MANUAL MOTOR STARTERS WITH THERMAL OVERLOADS, 3 PHASE MOTOR CONTACTORS, COMBINATION MOTOR STARTERS, VARIABLE FREQUENCY DRIVES, SINGLE PHASE MOTOR SPEED ADJUSTMENT DEVICES. C. ALL ELECTRICAL REQUIREMENTS AND LOCATIONS OF ALL EQUIPMENT PRIOR TO ORDERING AND INSTALLATION. 5. LOCATIONS AND SIZES OF ALL FLOOR, WALL AND ROOF OPENINGS MUST BE COORDINATED WITH ALL OTHER TRADES INVOLVED. WORK AREA 1. PROVIDE CONSTRUCTION AND DUST BARRICADES AS INDICATED AND AS DIRECTED BY THE OWNER TO ISOLATE WORK AREAS FROM OTHER PARTS OF THE BUILDING. 2. BARRICADES MUST HAVE LOCKABLE DOOR TO PREVENT UNAUTHORIZED ENTRY. PROVIDE "WIPE OFF" MATS TO MINIMIZE TRACKING DUST AND DEBRIS. 3. DEVELOP, POST, AND IMPLEMENT NEW, SAFE PATHS OF EGRESS IF BARRICADES BLOCK NORMAL PATHS OF EGRESS. 4. PROVIDE TEMPORARY EXIT SIGNS. 5. DUST-PROOF PARTITIONS MUST HAVE LOCKABLE PRE-HUNG DOOR 3'-0" X 7'-0" TO PREVENT UNAUTHORIZED ENTRY, FIRE PROOF OR METAL STUDS AND PLYWOOD. "WIPE OFF" MATS TO MINIMIZE TRACKING DUST AND DEBRIS TO ADJOINING SPACES, AND TEMPORARY EXIT SIGNS IF PARTITIONS INTERFERE WITH PATHS OF EGRESS. 6. IF DUST-PROOF PARTITIONS BLOCKS NORMAL PATHS OF EGRESS, THE PRIME CONTRACTOR MUST DEVELOP, POST, AND IMPLEMENT NEW, SAFE PATHS OF EGRESS. 7. PROVIDE CONSTRUCTION AND DUST BARRICADES, AS REQUIRED, AND DIRECTED BY THE OWNER, TO ISOLATE WORK AREAS, AND MAINTAIN REQUIRED EGRESS PATHWAYS. PROVIDE TEMPORARY EXIT SIGNAGE, WALK-OFF MATS AND DOORS. 8. RETURN ADJACENT AREAS DISTURBED BY THIS PROJECT’S CONSTRUCTION TO THE CONDITION PRIOR TO CONSTRUCTION. HVAC WORK 1. THE CONTRACTOR MUST COORDINATE THE LOCATIONS OF GRILLES, REGISTERS, AND DIFFUSER WITH THE CEILING GRID, LIGHTING, AND SPRINKLER HEAD LAYOUTS. 2. ALL HEATING DEVICES AND SURFACES WITH ELEVATED TEMPERATURES WHICH CAN BE ACCESSED OR COME IN CONTACT WITH OWNER PERSONNEL MUST BE PROTECTED, INSULATED, OR CONTROLLED TO REMAIN BELOW 120°F. 3. ALL PIPING AND DUCTWORK MUST CLEAR DOORS, WINDOWS, EQUIPMENT CLEARANCES, MAINTENANCE REQUIREMENTS, CODE SETBACKS, ETC. TO ASSURE PROPER OPERATION, INSPECTION, AND MAINTENANCE. 4. WELDING TO STRUCTURAL MEMBERS MUST NOT BE PERMITTED. ATTACHMENTS MUST BE MADE USING CLAMPS MEETING MSS STANDARDS AS SPECIFIED. 5. MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING MUST NOT BE SUPPORTED FROM ROOF OR DECK ASSEMBLY. SUPPORTS MUST ATTACH TO STRUCTURAL MEMBERS. 6. PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT VIBRATION TRANSMISSION TO BUILDING STRUCTURE. 7. SUPPLY AIR DIFFUSERS TO BE 24"X24", UNLESS OTHERWISE NOTED. 8. BALANCE RETURN AIR REGISTERS TO MATCH THE SUPPLY AIR CFM'S INDICATED FOR EACH AREA. 9. OFFSET DUCTWORK AS REQUIRED, COORDINATE WITH CEILING HEIGHTS. 10. PROVIDE ACCESS DOORS AT EVERY LOCATION THAT A VOLUME DAMPER, FIRE DAMPER, VALVE, OR OTHER CONTROL / BALANCING ITEM WILL BE INSTALLED ABOVE AN INACCESSIBLE CEILING. DUCTWORK 1. PROVIDE ALL 90 DEGREE SQUARE DUCT ELBOWS WITH TURNING VANES UNLESS OTHERWISE INDICATED OR SPECIFIED. PROVIDE ACCESS DOORS UPSTREAM OF ALL ELBOWS CONTAINING TURNING VANES. 2. ALL DUCTS MUST BE GROUNDED ACROSS FLEXIBLE CONNECTIONS WITH FLEXIBLE COPPER GROUNDING STRAPS. GROUNDING STRAPS MUST BE BOLTED OR SOLDERED TO BOTH THE EQUIPMENT AND THE DUCT. 3. WHERE DUCT BRANCHES OR TERMINAL DEVICES ARE REMOVED FROM EXISTING DUCTS, THE CONTRACTOR MUST PATCH THE MAIN WITH LIKE THICKNESS SHEET METAL. EXTEND PATCH TO DUCT EDGES. PATCHES MUST BE MADE WITH HEMMED EDGES. PAINT PATCHES TO MATCH DUCTWORK. 4. COORDINATE DUCT ROUTING AND ELEVATION WITH LIGHTING, CEILING GRID, PIPING, CABLE TRAYS, CONDUIT, AND ALL OTHER ITEMS REQUIRED FOR THE COMPLETION OF THIS PROJECT. PIPING 1. PROVIDE AN AIR VENT AT THE HIGH POINT OF EACH DROP IN THE HYDRONIC HEATING AND CHILLED WATER PIPING SYSTEMS. ALL PIPING MUST SLOPE TO LOW POINTS. PROVIDE HOSE END DRAIN VALVES AT THE BOTTOM OF ALL RISERS AND LOW POINTS. 2. PROVIDE CHAINWHEEL OPERATORS FOR ALL EXPOSED VALVES MOUNTED GREATER THAN 7'-0" ABOVE FINISHED FLOOR LEVEL. CHAIN MUST EXTEND UNOBSTRUCTED TO 7'-0" ABOVE FLOOR LEVEL. 3. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE ACCESSIBLE. 4. ALL ISOLATION VALVES MUST BE IN A LOCATION AND ELEVATION WHICH ALLOWS FOR EQUIPMENT AND BRANCH PIPING REMOVAL, WHILE MAINTAINING SERVICE UPSTREAM OF THE ISOLATION VALVE. 5. ALL VALVES MUST BE ADJUSTED FOR SMOOTH AND EASY OPERATION. 6. ALL BALANCING VALVES AND ISOLATION VALVES USED TO ADJUST FLOW RATES MUST BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (MEMORY STOPS). 7. ALL ISOLATION VALVES (EXCEPT CONTROL VALVES) AND PIPING SPECIALTIES AND STRAINERS MUST BE FULL LINE SIZE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS. 8. MECHANICAL JOINTS SUCH AS UNIONS, FLANGES, OR THREADED FITTINGS MUST BE INSTALLED AT EACH EQUIPMENT CONNECTION, IN BYPASSES, AT FLOOR PENETRATIONS, AT CONTROL DEVICES, AND IN LONG PIPE RUNS (100 FEET OR MORE) TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. 9. MEASURE, CUT, AND INSTALL PIPE LENGTH ACCURATELY TO MINIMIZE MISALIGNMENT. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. 10. PROVIDE FLEXIBLE CONNECTIONS IN ALL PIPING SYSTEMS CONNECTED TO PUMPS AND OTHER EQUIPMENT WHICH REQUIRE VIBRATION ISOLATION (EXCEPT WATER COILS). FLEXIBLE CONNECTIONS MUST BE PROVIDED AS CLOSE TO THE EQUIPMENT AS POSSIBLE OR AS INDICATED ON THE DRAWINGS. EQUIPMENT 1. INSTALL ALL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, APPLICABLE BUILDING, STATE, AND LOCAL CODES, ENERGY CODES, ASHRAE AND NFPA STANDARDS, AND INSURANCE UNDERWRITER REQUIREMENTS. CONTROLS 1. COORDINATE AUXILIARY CONTACT AND RELAY REQUIREMENTS WITH SEQUENCES OF OPERATION. 2. COORDINATE MOTOR AND MOTOR CONTROL REQUIREMENTS WITH EQUIPMENT SCHEDULES AND SEQUENCES OF OPERATION. 3. HARDWIRE ALL SAFETIES TO SHUTDOWN HVAC EQUIPMENT. 4. LOCATE ALL TEMPERATURE, PRESSURE AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH A STRAIGHT SECTION OF PIPE OR DUCT UPSTREAM AND DOWNSTREAM, AS RECOMMENDED BY THE MANUFACTURER FOR ACCURACY. 5. ALL CONTROL WIRE AND CONDUIT MUST COMPLY WITH THE NATIONAL ELECTRIC CODE, DIVISION 26 OF THE SPECIFICATIONS, AND ALL LOCAL CODES. 6. UNLESS OTHERWISE SHOWN, LOCATE ALL ROOM THERMOSTATS 48" (CENTER LINE) ABOVE FINISHED FLOOR IN ACCORDANCE WITH ADA REQUIREMENTS. NOTIFY THE QUALITY CONTROL MANAGER OF ANY ROOMS WHERE THE ABOVE LOCATION CANNOT BE MAINTAINED OR WHERE THERE IS A QUESTION ON LOCATION. TEST AND INSPECTION 1. TESTING ADJUSTING AND BALANCING (TAB) AGENCY MUST BE A MEMBER OF THE ASSOCIATED AIR BALANCING COUNCIL (AABC), THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB), OR THE TESTING, ADJUSTING AND BALANCING BUREAU (TABB). THE TAB FIRM MUST BE A SUBCONTRACTOR HIRED DIRECTLY BY THE GENERAL CONTRACTOR. TAB FIRM MUST HAVE A MINIMUM OF 5 YEARS EXPERIENCE ON SIMILAR PROJECTS. PERFORM TAB IN ACCORDANCE WITH THE REQUIREMENTS OF THE TAB PROCEDURAL STANDARD RECOMMENDED BY THE TAB TRADE ASSOCIATION THAT APPROVED THE TAB FIRM'S QUALIFICATIONS. COMPLY WITH REQUIREMENTS OF AABC MN-1, NEBB PROCEDURAL STANDARDS, OR SMACNA HVAC TAB(TABB) AS SUPPLEMENTED AND MODIFIED BY SPECIFICATION SECTIONS. EXISTING CONDITIONS 1. GENERAL: A. COORDINATE DUCT ROUTING AND ELEVATION WITH EXISTING STRUCTURAL BEAM AND JOIST LOCATIONS. FIELD VERIFY EXACT STRUCTURAL DEPTHS AND LOCATIONS. B. LOCATION OF EXISTING UTILITIES, STRUCTURE, AND OTHER CONDITIONS SHOWN ON PLANS ARE APPROXIMATE. IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY AND REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO BEGINNING THE WORK. 2. ITEMS TO REMAIN: A. THE CONTRACTOR MUST PROTECT EXISTING MATERIALS AND SURFACES THAT ARE TO REMAIN IN PLACE. B. REMOVE, RETAIN, PROTECT, AND REINSTALL SUNDRY ITEMS WITHIN THE PROJECT AREA. ITEMS MUST INCLUDE BUT NOT LIMITED TO CHALK BOARDS, FURNITURE, FIXTURES, SHELVING, CABINETRY, COUNTERTOPS, AND SUPPLIES. C. CONTRACTORS MUST NOT MOVE COMPUTERS OR COMPUTER EQUIPMENT. CONTACT THE OWNER’S REPRESENTATIVE REGARDING MOVING OF SUCH ITEMS. 3. DEMOLITION: A. IF INCIDENTAL DEMOLITION WORK BEYOND WHAT IS INDICATED ON THE DRAWINGS BECOMES NECESSARY, TO COMPLETE THE PROJECT, BUT IS NOT SPECIFICALLY SHOWN, IT MUST BE THE RESPONSIBILITY OF THE CONTRACTOR. B. THE CONTRACTOR MUST SECURE AND PROTECT BUILDING BY CLOSING NEW OR EXISTING OPENINGS REQUIRED WITH FIRE RETARDANT PLYWOOD AS APPROVED BY OWNER REPRESENTATIVE. IT WILL BE THE CONTRACTOR’S RESPONSIBILITY TO TEMPORARILY CLOSE ALL OPENINGS SO AS TO PROHIBIT ENTRY OF ALL WEATHER AND / OR VANDALS. C. THE CONTRACTOR MUST BE THOROUGHLY FAMILIAR WITH THE BUILDING SITE CONDITIONS AND MUST MAKE ALLOWANCES TO INCLUDE ALL ITEMS OF DEMOLITION EXPLICITLY NOTED OR REASONABLY IMPLIED. CUTTING AND PATCHING 1. PERFORM CUTTING, ROUGH AND FINAL PATCHING, AND MASONRY TO MATCH EXISTING. 2. WORK INDICATED ON THESE DRAWINGS MUST INCLUDE THE REMOVAL, REPLACEMENT, DEMOLITION, CUTTING, PLASTERING, AND PAINTING OF EXISTING SURFACES ABOVE, BELOW, AND ADJACENT TO THE ROOMS SHOWN. 3. RESTORE ALL SURFACES AND FLOORS TO THE CONDITION PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR MUST ENSURE THAT THE PATCHING AND REPAIR WILL COORDINATE WITH THE WORK OF THE GENERAL CONTRACTOR’S FINAL FINISHES. 5. WHERE NEW SURFACES ABUT EXISTING SURFACES, FINISHED SURFACES MUST BE IN THE SAME PLANE. 6. TEMPORARILY SUPPORT WALL OR CEILING PENETRATIONS. 7. FIRE STOP ALL FLOOR/CEILING PENETRATIONS AND ALL PENETRATIONS THROUGH RATED PARTITIONS/WALLS. MECHANICAL GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1" = 1'-0" 2/ 1 2 / 2 0 2 6 2 : 3 0 : 1 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-002 MECHANICAL NOTES 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 2 / 2 0 2 6 2 : 3 0 : 1 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-003 MECHANICAL T-24 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1 02/13/2026 PCC#1 1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 2 / 2 0 2 6 2 : 3 0 : 1 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-004 MECHANICAL T-24 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1 02/13/2026 PCC#1 1 FEC FE C FEC __ _ _ _ _ _ _ _ _ 2.D 2.72.62.42.32.2 2.C 2.B 2.A 2.5 FC 0-1-12 FC 0-1-13 FC 0-1-15 FC 0-1-11 FC 0-1-8 FC 0-1-9 FC 0-1-6 FC 0-1-7 FC 0-1-1 FC 0-1-2 FC 0-1-3 FC 0-1-4 FC 0-1-5 FC 0-1-10 FC 0-1-17 N.I.C. (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 (E) VESTIBULE 001 GLOBAL OFFICE 010-270 STAFF BREAK 010-260 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 OBSERV. 010-190 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 SKILLS LAB 010-150 SKILLS LAB 010-150 CORRIDOR 010-50 STORAGE/JAN 010-140 (50) SHARED CLASSROOM 010-130 SSFC 0-1 T T T T TTT T T T T TT CO2 CO2 1 12 1 3 3 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 2 / 2 0 2 6 2 : 3 0 : 2 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-101 MECHANICAL PLAN - LOWER LEVEL 01 - ZONING - SUITE 010 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1. MULTIPLE FAN COIL UNITS SERVING A SINGLE ZONE SHALL BE CONTROLLED BY A SINGLE SENSOR (TEMPERATURE, CO2, ETC). 2. SINGLE CO2 SENSOR SHALL CONTROL DEMAND CONTROL VENTILATION FOR FAN COILS 0-1-6 THRU 0-1-9. 3. T-STAT SHALL OPERATE AS SETPOINT CONTROL AND SPACE TEMPERATURE DISPLAY ONLY. SPACE TEMPERATURE SHALL BE MEASURED BY LG FAN COIL FACTORY-MOUNTED RETURN-AIR THERMISTOR AND THEN DISPLAYED AT THE T-STAT. 1/8" = 1' - 0" 0 5'10' 15' 30' SCALE:1/8" = 1'-0" MECHANICAL PLAN - LOWER LEVEL 01 - ZONING - SUITE 0101 # 2.D 2.72.62.42.32.2 2.C 2.B 2.5 FC 0-1-7 FC 0-1-9 FC 0-1-8 FC 0-1-10 FC 0-1-6 FC 0-1-1 FC 0-1-2 FC 0-1-4 FC 0-1-5 FC 0-1-11 FC 0-1-13FC 0-1-12 FC 0-1-15 FC 0-1-17 FC 0-1-3 (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 RECEPTION 010-100 GLOBAL OFFICE 010-270 STAFF BREAK 010-260 NURSING OFFICE 010-250 NURSING OFFICE 010-240 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 OBSERV. 010-190 CORRIDOR 010-50 IT 010-160 HOSPITAL ROOM 010-170 HOSPITAL ROOM 010-180 SKILLS LAB 010-150 A 420 A 415 A 415 A415 A 415 A420 B560 B 375 A 335 A 340 A260 A255 A 260 A 255 A340 A 335 A 235 A235 B 205B200 A 155 B135 B 135 A155 A 160 B 135 B 125 A160 A190 A 160 A 160 B 130B125 A 420 A 415 A415 A 340 A 335 585F B 590 B555 B 545 B130 B370 B550 B560 B 555 12"Ø 16"Ø 12"Ø 14"Ø 12"Ø 12"Ø 6" TA 12"Ø 10"Ø 10"Ø 12"Ø 12"Ø 10"Ø10"Ø10"Ø 8"Ø 12"Ø 10"Ø 10"Ø 8"Ø 10"Ø 8"Ø 12"Ø 12"Ø 10"Ø 8"Ø 12"Ø 8"Ø 10"Ø 14"Ø SAV 0-4 SAV 0-1 SAV 0-3 SAV 0-2 8"Ø 8"Ø 12"Ø 14"Ø12"Ø EAV 0-1 EAV 0-2 12"x10"14"x12" SSFC 0-1 16"x14" 12"Ø 16 " x 1 4 " 12"Ø 8"Ø12"Ø 10"Ø 14"Ø FURN STOR. 010-120 FS 1(TYP) DSD DSD DSD DSD DSD DSD B 100 STORAGE/JAN 010-140 (E) STAIR C (E) MEN 2040 (E) WOMEN 2041 (E) IDF 2030 (E) ELEVATOR LOBBY 2010 (E) ELECTRICAL 2031 STAIR F A 470 B 435 A470 B430 A430 (TYP. 2) B 390 (TYP. 2) A435 (TYP. 2)B550 (TYP. 2)B555 A265 B335 B190 10"Ø 10"Ø 12"Ø 12"Ø 12"Ø 12"Ø 14"Ø 14"Ø 12"Ø 20"x14" 12"Ø 6"Ø 6"Ø 8"Ø 6"Ø 12"x8" 6"Ø 8"Ø 6"Ø 8"Ø 8"Ø 10"Ø 8"Ø 8"Ø 6"Ø 6"Ø 6"Ø 10"Ø 10"Ø 12"Ø 12"Ø B 210 10"Ø 3 30"x18"(E)30"x18" 30 " x 1 8 " (E ) 3 0 " x 1 8 " 30 " x 1 8 " (E ) 3 0 " x 1 8 " 30"x18"(E)30"x18" (E) FSD 1 1 1 1 1 1 1 1 1 1 A 205 10"Ø 8"Ø1 1 1 1 10"Ø 12"Ø 12"Ø 14"Ø 16"x12" 12"Ø 10"Ø10"Ø 12"Ø 12"Ø 14"Ø 10"Ø 2.D 2.72.62.42.32.2 2.C 2.5 FC 0-1-1 FC 0-1-6 FC 0-1-8 FC 0-1-2 FC 0-1-9 FC 0-1-7 FC 0-1-11 FC 0-1-12 FC 0-1-13 FC 0-1-15 FC 0-1-17 FC 0-1-10 FC 0-1-5FC 0-1-4 FC 0-1-3 (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 STORAGE/JAN 010-140 SKILLS LAB 010-150 IT 010-160 (E) 2-HR EXIT PASSAGEWAY 002 HOSPITAL ROOM 010-170 HOSPITAL ROOM 010-180OBSERV. 010-190 HOSPITAL ROOM 010-200EXAM ROOM 010-210 EXAM ROOM 010-220NURSING OFFICE 010-240 EXAM ROOM 010-230 NURSING OFFICE 010-250RECEPTION 010-100 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 (E) VESTIBULE 001 FURN STOR. 010-120 SSFC 0-1 HRB 0-1-3 HRB 0-1-2 HRB 0-1-1 VRF 2-PIPE (TYP.) VRF 2-PIPE (TYP.) VRF 2-PIPE (TYP.) VRV 3-PIPE (TYP.) VRF 2-PIPE (TYP.) VRV 3-PIPE (TYP.)VRV 3-PIPE (TYP.) VRV 3-PIPE (TYP.) RS/RL CORRIDOR 010-50 (E)HRB 0-1-4 SSCU 0-15 RS/RL B/G SEE 4/M-502 FOR PIPE WALL PENETRATION DETAIL SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 2 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-110 MECHANICAL PLAN - LOWER LEVEL 01 - SUITE 010 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1. PROVIDE MANUFACTURER RECOMMENDED FILTER BOX AT ALL FAN COIL RETURN CONNECTIONS. 2. CONNECT VRF 2-PIPE TO EXISTING HRB 0-1-4. INSTALL ISOLATION VALVES AS REQUIRED PER MANUFACTURER IOM AND MECHANICAL SPECIFICATIONS. 3. PROVIDE DOOR WITH 3/4" UNDERCUT. 4. CONNECT 3-PIPE VRF PIPING TO EXISTING CAPPED BRANCH DUCT. REFER TO BUILDING'S CORE AND SHELL PREP SCOPE DESIGN DRAWINGS AND INSTALLATION SHOP DRAWINGS FOR EXACT EXISTING LOCATIONS. 5.PROVIDE WATERPROOF ENCLOSURE FOR REFRIGERANT PIPING AT BELOW GRADE PENETRATION. REFER TO MANUFACTURER RECOMMENDED INSTALLATION MANUAL FOR BELOW GRADE PIPE ROUTING. 1. ALL MECHANICAL UNITS WILL REQUIRE ACCESS PANELS FOR MAINTENANCE AND TAB. 2. REFER TO MECHANICAL ZONING PLANS FOR THERMOSTAT LOCATIONS. REFER TO ARCHITECTURAL INTERIOR ELEVATIONS AND DETAILS FOR EXACT MOUNTING PLACEMENT. 3. CONDITIONED DUCTWORK ABOVE CEILINGS TO BE INSULATED. 4. DUCTWORK EXPOSED TO VIEW SHALL NOT BE EXTERNALLY INSULATED. REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR PAINTING REQUIREMENTS. 5. DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND AS SUCH, DOES NOT DETAIL ALL REQUIRED OFFSETS AND TRANSITIONS NEEDED. CONTRACTOR SHALL DEVELOP FULLY COORDINATED SHOP DRAWINGS WITH ALL TRADES. 6. MANUAL VOLUME DAMPERS SHALL BE PROVIDED AT ALL BRANCH DUCT AND DUCT INLET/OUTLET OPENINGS WHERE MEASURED AIRFLOW IS REQUIRED. WHERE DAMPERS ARE LOCATED OVER HARD LID CEILING OR INACCESSIBLE AREAS , DAMPERS SHALL BE PROVIDED WITH REMOTE DAMPER REGULATORS. 7. REFER TO EQUIPMENT MANUFACTURER FOR SERVICE CLEARANCES AND CONNECTION LOCATIONS. EQUIPMENT ACCESS AND CONNECTION LOCATIONS ON PLANS ARE DIAGRAMMATICAL. MINIMUM CLEARANCES SHALL MEET CODE AND EQUIPMENT MANUFACTURER REQUIREMENTS. 8. PLENUM DUCTWORK AT FAN COILS SHALL BE FABRICATED TO MATCH THE FULL WIDTH OF THE OPENING. PLENUM HEIGHT SHALL BE SUFFICIENT TO ACCOMMODATE ALL BRANCH DUCT CONNECTIONS. 9. PROVIDE DUCT SMOKE DETECTORS ON THE SUPPLY SIDE OF AIR MOVING SYSTEMS HAVING A CAPACITY OF GREATER THAN 2000 CFM. AN AIR MOVING SYSTEM IS A SYSTEM IN WHICH ONE OR MORE AIR-HANDLING UNITS ARE USED TO SUPPLY AIR TO A COMMON SPACE OR ARE DRAWING AIR FROM A COMMON PLENUM OR SPACE. FACTORY INSTALLED DUCT DETECTORS SHALL STILL BE INSTALLED ON THE SUPPLY SIDE OF THE AIR MOVING EQUIPMENT. 10. DUCT SMOKE DETECTOR ACTIVATION WILL RESULT IN THE IMMEDIATE LOSS OF POWER TO THE AIR MOVING EQUIPMENT/FAN MOTOR. AIR MOVING EQUIPMENT SERVING THE SAME SPACE SHALL BE INTERCONNECTED FOR GLOBAL SHUTDOWN. 11. DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE BUILDING FIRE ALARM CONTROL UNIT WHEN PRESENT. ACTIVATION OF A DETECTOR SHALL INITIATE A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION VIA ANNUNCIATOR PANEL. 12. BASIS OF DESIGN VRF SYSTEM IS A LG SYSTEM WITH HEAT RECOVERY. THE HEAT RECOVERY SYSTEM SHALL INCLUDE REFRIGERANT SYSTEM PIPING, HEAT RECOVERY BOXES, CONTROLS WIRING WITHIN CONDUITS. CONTRACTOR SHALL REFER TO SYSTEM IOM GUIDES FOR ALL REQUIRED COMPONENTS. 13. REFER TO VRF DIAGRAMS FOR SIZE AND ROUTING REQUIREMENTS. CONTRACTOR TO VERIFY VRF PIPE SHOP DRAWINGS WITH SYSTEM MANUFACTURER TO FINALIZE PIPE SIZING. 14. REFER TO VRF SPECIFICATIONS FOR PIPE INSULATION REQUIREMENTS. 15. VRF PIPING SHALL BE ROUTED WITHOUT SLOPE OR VERTICAL OFFSETS AND MEET ALL MANUFACTURER REQUIREMENTS. 16. ANY PIPING OR EQUIPMENT IN OR ABOVE ELECTRICAL, IT, OR MDF ROOMS MUST BE COMPLETE WITH GALVANIZED STEEL DRAIN PANS. # 1/8" = 1' - 0" 0 5'10' 15' 30' SCALE:1/8" = 1'-0" MECHANICAL PLAN - LOWER LEVEL 01 - HVAC - SUITE 0101 SCALE:1/8" = 1'-0" MECHANICAL PLAN - LOWER LEVEL 01 - PIPING - SUITE 0102 1 02/13/2026 PCC#1 2 4 4 1 1 1 1 1 1 1 1 1 1 3/A9.31 3/8" THREADED ROD ATTACH TO STRUCTURE ABOVE VRF DUCTED UNIT. WHERE INDICATED IN THE SCHEDULES. FLEX DUCT CONNECTION SUPPLY AIR DUCT WITH 1" ACOUSTIC LINING REFRIGERANT PIPING CONNECTIONS, SEE NOTE 2 AIR FILTER RETURN AIR DUCT WITH 1" ACOUSTIC LINING CONDENSATE DRAIN CONNECTION NOTES: 1. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 2. PROVIDE MINIMUM CLEARANCES AS INDICATED IN MANUFACTURER INSTALLATION AND OPERATION MANUAL. 3. REFER TO FIRE ALARM AND ELECTRICAL DRAWINGS FOR COMPLETE SMOKE DETECTOR INFORMATION. MANUFACTURER RECOMMENDED FILTER BOX WITH SIDE ACCESS. DSD REMOTE TEST STATION BY ELEC CONTRACTOR. LOCATE IN CEILING BELOW DETECTOR. ACCESSIBLE FROM ROOM SIDE OF CEILING, OR WALL MOUNTED +7'-6" WHEN CEILING HEIGHT IS ABOVE 9'-0" CONNECTION TO BUILDING FIRE ALARM SYSTEM BY FIRE ALARM CONTRACTOR. AUXILIARY CONTACT TO BE WIRED TO FAN COIL UNIT FOR AUTOMATIC SHUT DOWN. WIRED BY ELECTRICAL CONTRACTOR. DUCT MOUNTED SMOKE DETECTOR AND HOUSING FURNISHED BY FIRE ALARM CONTRACTOR. FIELD VERIFY EXACT LOCATION WITH MECHANICAL CONTRACTOR. SAMPLING TUBES AND HOUSING INSTALLED BY MECHANICAL CONTRACTOR AND WIRING INSTALLED BY FIRE ALARM CONTRACTOR. 1/2" CONDUIT AND CONTROL WIRING (TYPICAL). ROUND SHEET METAL DUCT MAIN SUPPLY PLAN VIEW 45° MAX "D" VANE VANE NOTES: 1. THE INTERIOR SURFACE OF ALL RADIUS ELBOWS SHALL BE MADE ROUND. 2. ALL STANDARD RADIUS ELBOWS CAN BE SUBSTITUTED WITH SHORT RADIUS ELBOWS. ALL SHORT RADIUS ELBOWS SHALL HAVE VANES. VANES SHALL BE CONSTRUCTED, SUPPORTED AND FASTENED AS RECOMMENDED BY SMACNA. R SHALL EQUAL OR BE GREATER THAN W. R SHALL EQUAL OR BE GREATER THAN 1/3W. R SHALL EQUAL OR BE GREATER THAN 1/6W. STANDARD RADIUS OR LONG RADIUS ELBOW SHORT RADIUS ELBOW WITH ONE VANE SHORT RADIUS ELBOW WITH TWO VANES RW 1/2 W R 1/ 3 W 1/6 W W 1/ 3 W 2/3 W R W KEYNOTES: 1. PROVIDE A MINIMUM OF 1.5 TIMES THE DUCT DIAMETERS OF STRAIGHT RIGID DUCT BEFORE SAV OR EAV BOX INLET CONNECTION. 2. PROVIDE A MINIMUM OF 3 FT CLEARANCE IN FRONT OF THE ELECTRICAL PANEL. 3. TRANSITION DUCTWORK SIZE INDICATED ON PLANS IF PLAN SIZE VARIES FROM SAV OR EAV BOX OUTLET SIZE. 4. PROVIDE 24" TO FIRST BRANCH TAKEOFF. OUTLET AIR REFER TO PLANS SAV OR EAV TERMINAL UNIT INLET DUCT, REFER TO PLANS SAV OR EAV BOX INLET WITH CROSS FLOW SENSOR 4 1 3 2 TOP AND BOTTOM SECTION OF LINER SHALL OVERLAP THE SIDES ACOUSTIC DUCT LINER LINER TO BE ADHERED TO DUCT WITH 100% ADHESIVEDUCT LINER METAL FASTENERS 12" O.C. MAX. TYP LOCATE FASTENERS NOT MORE THAN 2" FROM EDGE OF LINER ALL ENDS OF LINER TO BE COATED WITH ADHESIVE. ENDS OF LINER WILL BE BUTTED FIRMLY TOGETHER AND TAPED OVER. GALVANIZED SHEET METAL DUCT GALVANIZED SHEET METAL DUCT 420ONE 1 x 18 GA STRAP36 ONE 1 x 22 GA STRAP QUANTITY/SIZE IN. MAX. DUCT Ø IN. 26 HANGER STRAPS OR RODS MAX. LOAD LBS. 260 MAX. SPACING IN. 144 NOTES: 1. TABULATED DATA FROM SMACNA ALLOWS FOR DUCT REINFORCING AND INSULATION, BUT NO EXTERNAL LOAD. BAND OF SAME SIZE AS HANGER STRAP LOAD RATED FASTENERS 50" Ø & UNDER 144 NOTES: 1. DAMPERS FOR ROUND DUCTS SHALL BE SIMILAR TO THE DAMPER SHOWN ABOVE. 2. ENSURE THAT FULL 90 DEGREE DAMPER BLADE MOVEMENT IS UNOBSTRUCTED. 3. FOR DUCT HEIGHTS MORE THAN 12" PROVIDE FACTORY-FABRICATED OPPOSED BLADE DAMPERS. BLADE POSITION LOCK NUT ALIGN HANDLE WITH DAMPER ROD POSITIONING NUT HANDLE WITH SET SCREW 2" STAND-OFF BRACKET, BOLT TO DUCT 3/8" DIA THREADED ROD16 GAUGE STEEL BLADE STEEL CLAMP, BOLT TO BLADE PROVIDE AN ADDITIONAL ANTI-SLIP BOLT THRU THE ROD ROTATION (90 DEG) ENSURE BOLTS CLEAR BLADE, OR INSTALL THEM IN OPPOSING CORNERS AWAY FROM BLADE ROTATION BEARING FITTING, BOLT TO DUCT DUCT STEEL ANGLE BLADE STOP, BOLT TO DUCT 12 " M A X . 2". 1/4" CLEARANCE ALL-AROUND 18 GAUGE MIN. BLADES 2" X 1/2" X 1/8" STRUCTURAL FORMED CHANNEL FRAME-W SHALL NOT EXCEED 48" SHAFT EXTENSION (LOCKING HARDWARE) EXTENDED TO SUIT INSULATION THICKNESS NOTES: 1. ALL BRANCH DUCTS SHALL HAVE VOLUME DAMPERS 1/2"X1/2" ANGLE STOP BAR (TYP) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 2 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-501 MECHANICAL - DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE:1" = 1'-0" VRF INDOOR UNIT - DUCTED1 SCALE:NTS SUPPLY DUCT TAKEOFF2 SCALE:NTS ROUND OR RECTANGULAR DUCTWORK RADIUS ELBOWS3 SCALE:NTS VAV/CAV TERMINAL UNIT4 SCALE:NTS DUCT LINER5 SCALE:NTS ROUND DUCT HANGERS6 SCALE:NTS RECTANGULAR MANUAL VOLUME DAMPER DETAIL - 12" OR LESS7 SCALE:NTS MANUAL VOLUME DAMPER DETAIL - GREATER THAN 12"8 1 02/13/2026 PCC#1 1 DUCT 1/4" MAX CLEARANCE BETWEEN INSULATION AND GYPSUM BOARD INSULATION STUD WALL METAL STUD CHANNEL FRAME AROUND 20 GAUGE GALVANIZED STEEL COLLAR (EXPOSED WALL SIDES ONLY). SECURE TO WALL ON 6 INCH CENTERS (MINIMUM 4 FASTENERS PER SIDE). NOTES: 1. THIS DETAIL IS NOT APPLICABLE TO FIRE OR SMOKE RATED WALLS, REFER TO LIFE SAFETY DRAWINGS FOR LOCATION OF ALL FIRE/SMOKE RATED WALLS. 2. WALL PENETRATIONS REQUIRING FIRE, SMOKE, OR COMIBINATION FIRE/SMOKE DAMPERS ARE INDICATED ON THE DRAWINGS AND ARE NOT COVERED BY THIS DETAIL. 3. WALL PENETRATIONS OF RATED WALLS NOT INDICATED AS REQUIRING DAMPERS ON THE PLANS SHALL BE PROVIDED WITH FIRESTOPPING IN ACCORDANCE WITH SPECIFICATION SECTION 07 84 00 FIRESTOPPING. 4. STEEL COLLAR IS REQUIRED ONLY IN LOCATIONS WHERE THE WALL IS VISIBLE FROM THE SPACE, NOT REQUIRED WHERE PENETRATING WALLS ABOVE FINISHED CEILINGS. 5. PROVIDE HANGERS TO SUPPORT DUCT. DO NOT CARRY DUCT WEIGHT ON WALL. SEAL ALL PENETRATIONS WITH RESILIENT SEALANT TO CLOSE ALL GAPS. PROVIDE SEALANT TO ACHIEVE WALL SOUND TRANSMISSION CLASS (STC) RATING AND/OR FIRE RESISTANCE RATING IN ACCORDANCE WITH UL1479 AND PROJECT FIRESTOPPING SPECIFICATIONS (BOTH SIDES). BACKUP MATERIAL NOTES: 1. SQUARE MAIN DUCT SHOWN, INSTALLATION WITH ROUND MAIN DUCT IS SIMILAR. 2. IF SPIN-IN TAKE-OFFS ARE NOT USED AND EXPANDED TAKE-OFFS ARE USED, INSTALL DAMPER AFTER TAKE-OFF PER SMACNA. 3. PROVIDE PROPER INSTALLATION OF RADIUS AND SUPPORT PER SMACNA AND FLEX DUCT PER MFGR'S RECOMMENDATIONS FOR NO KINKING OR SIGNIFICANT AREA REDUCTION. IF REQUIRED, ROUND DUCT ADAPTER FOR RECTANGULAR DIFFUSER OR GRILLE TIE OFF TO STRUCTURE NYLON DRAW BAND METAL BAND SUPPORT SUPPLY OR RETURN AIR DUCT MAIN MAX 5 FT LENGTH OF FLEXIBLE DUCT FULLY EXTENDED TO SUPPLY AIR DUCT SUPPLY AIR DIFFUSER OR RETURN GRILLE T-BAR TYPE SUSPENDED CEILING OTHER CEILING INSTALLATIONS SIMILAR MANUAL VOLUME DAMPER, TO BE PROVIDED AT ALL BRANCH DUCTS. DUCT TAP EQUIPMENT 45.0° ELEVATION TOP VIEW SEISMIC BRACKET SPRING HANGER PRESTRETCHED STEEL AIRCRAFT CABLE EQUIPMENT SPRING HANGER SNUBBER PLATE (UP STOP) ROD CLAMP ROD STIFFENER ANGLE OR STRUT ROD TO ANGLE OR STRUT CLAMP, MIN. (2) PER ROD CONNECT TO STRUCTURE AS REQUIRED 'L ' NOTES: 1. IF "L" EXCEEDS 50 TIMES THE DIAMETER OF THE ROD, THEN A VERTICAL STIFFENER IS REQUIRED NOTES: 1. FOR GYB. BOARD WALLS PROVIDE MIN. 16 GAUGE GALV. STEEL SLEEVE WITH LOCK-TYPE LONGITUDINAL SEAM. 1/4" GAP ALL AROUND PIPE, MIN. PROVIDE ESCUTCHEON FOR EXPOSED PIPING INSULATION WHERE REQ'D PROVIDE SEALANT TO ACHIEVE FIRE RESISTANCE RATING IN ACCORDANCE WITH UL 1479 AND PROJECT FIRESTOPPING SPECIFICATIONS (BOTH SIDES). MINIMUM 5/8 IN. THICKNESS OF FILL MATERIAL APPLIED WITHIN ANNULUS BETWEEN PENETRANTS AND CONCRETE, FLUSH WITH BOTH SURFACES OF WALL. ALUMINUM JACKET WITH FACTORY APPLIED MOISTURE BARRIER. EXTEND 50mm BOTH SIDES AND SECURE BOTH ENDS WITH A WORM DRIVE STAINLESS STEEL BAND REFER TO ARCHITECTURAL PLANS FOR SPECIFIC CONSTRUCTION OF WALL 26 GA. SHEET METAL SLEEVE CUT FLUSH WITH WALLBACKUP MATERIAL ONE OR MORE AC LINE SETS INSTALLED ECCENTRICALLY WITHIN OPENING. EACH AC LINE SET CONSISTS OF TWO PIPES, TUBING INSULATION, AND THERMOSTAT CABLE. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-502 MECHANICAL - DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE:NTS DUCT PENETRATION THRU STUD WALL2 SCALE:NTS SUPPLY AIR DIFFUSER FLEX RUNOUT1 SCALE:NTS EQUIPMENT HANGER3 1 02/13/2026 PCC#1 SCALE:NTS PIPE WALL PENETRATION4 1 DISCLAIMER - EARLY PROCUREMENT EQUIPMENT SOME HVAC EQUIPMENT SHOWN IN THIS DESIGN PACKAGE HAS BEEN ORDERED AS PART OF AN EARLY PROCUREMENT SUBMITTAL, INCLUDING FAN COIL UNITS AND HEAT RECOVERY BOXES (HRB'S). THIS EARLY PROCUREMENT EFFORT WAS CONDUCTED AND COORDINATED WITH THE GREATER DESIGN TEAM BASED ON ALL AVAILABLE SPACE PROGRAMMING INFORMATION AVAILABLE AT THE TIME OF EQUIPMENT PROCUREMENT. EQUIPMENT THAT WAS REQUIRED TO BE PROCURED WAS DONE SO OUT OF NEED DUE TO THE PHASE-OUT OF R-410A REFRIGERANT EQUIPMENT MANUFACTURING. SUPPLY AIR VALVE SCHEDULE MARK MFR AND MODEL AREA SERVED AIRFLOW CONTROL INLET SIZE ASSOCIATED FAN MIN. AIRFLOW (CFM) MAX. AIRFLOW (CFM) MAX ALLOWABLE PRESSURE DROP (IN W.C.) OPERATING WEIGHT (LBS.)REMARKS SAV 0-1 TITUS DESV GLOBAL CLASSROOM VARIABLE 6 (E) SF-1 105 270 0.4 20 1, 2, 3, 4 SAV 0-2 TITUS DESV SHARED CLASSROOM VARIABLE 8 (E) SF-1 215 540 0.4 20 1, 2, 3, 4 SAV 0-3 TITUS DESV RECEPTION / OFFICES / STAFF BREAK CONSTANT 6 (E) SF-1 190 190 0.4 20 1, 2, 3 SAV 0-4 TITUS DESV EXAM, HOSPITAL, OBSERVATION ROOMS / SKILLS LAB / CORRIDOR CONSTANT 8 (E) SF-1 440 440 0.4 20 1, 2, 3 REMARKS: 1 SUPPLY AIR VALVES TO PROVIDE OUTSIDE AIR TO ZONAL SYSTEMS. 2 PROVIDE WITH 24 VOLT TRANSFORMER. 3 REFER TO CONTROLS PLANS FOR OPERATION 4 VALVE SERVES ZONAL SYSTEM(S) WITH DEMAND CONTROL VENTILATION. PROVIDE VALVE WITH TWO-POSITION VARIABLE AIRFLOW CONTROL. REFER TO CONTROLS PLANS FOR OPERATION. EXHAUST AIR VALVE SCHEDULE MARK MFR AND MODEL AREA SERVED AIRFLOW CONTROL INLET SIZE ASSOCIATED FAN MIN. AIRFLOW (CFM) MAX. AIRFLOW (CFM) MAX ALLOWABLE PRESSURE DROP (IN W.C.) OPERATING WEIGHT (LBS.)REMARKS EAV 0-1 TITUS DESV STAFF BREAK / GENERAL EXH WEST VARIABLE 10 (E) EF-1 460 880 0.4 20 1, 2 EAV 0-2 TITUS DESV STORAGE / JANITOR / GENERAL EXH EAST CONSTANT 8 (E) EF-1 400 400 0.4 20 1, 2 REMARKS: 1 PROVIDE WITH 24 VOLT TRANSFORMER. 2 REFER TO CONTROLS PLANS FOR OPERATION EXISTING VARIABLE REFRIGERANT FLOW (VRF) OUTDOOR UNIT (SDSU NURSING - LOWER LEVEL) MARK MANUFACTURER & MODEL NO.NOM. TONS COOLING CAPACITY (MBH) HEATING CAPACITY (MBH) COOLING EFFICIENCY (BTU/H/W) HEATING COP@47 REFRIG. ELECTRICAL DATA OPERATION WEIGHT (LBS)REMARKS V/PH/HZ MCA MOCP (E) HRU 0-1 - 24 288 324 13 3.8 R-410A 900 EXISTING EQUIPMENT SHOWN FOR REFERENCE MODULE 1 460/3/60 16 25 -EXISTING EQUIPMENT SHOWN FOR REFERENCE MODULE 2 460/3/60 36 50 -EXISTING EQUIPMENT SHOWN FOR REFERENCE VRF HEAT RECOVERY UNIT - BRANCH CONTROLLER (SDSU NURSING - LOWER LEVEL) MARK MODEL NO. NUMBER OF PORTS REFRIG. ELECTRICAL DATA MAX CAPACITY (MBH PER PORT) OPERATION WEIGHT (LBS)REMARKS V/PH/HZ RLA HRB 0-1-1 PRHR063A 6 R-410A 208/1/60 0.2 60 60 1, 3, 7 HRB 0-1-2 PRHR063A 6 R-410A 208/1/60 0.2 60 60 1, 3, 7 HRB 0-1-3 PRHR063A 6 R-410A 208/1/60 0.2 60 60 1, 3, 7 HRB 0-1-4 PRHR043A 4 R-410A 208/1/60 0.2 60 60 1, 3, 7 VRF FAN COIL UNITS SCHEDULE (SDSU NURSING - LOWER LEVEL) MARK MODEL NO.NOMINAL CAPACITY (TONS) AIRFLOW (CFM)ESP (IN)MINIMUM OSA (CFM) DCV OSA (CFM) COIL CAPACITIES - FROM MANUFACTURER FILTER ELECTRICAL DATA OPERATING WEIGHT (LBS.) REMARKSTOTAL CAPACITY (MBH) SENSIBLE CAPACITY (MBH) HEATING CAPACITY (MBH) EFF P.D. (IN. W.C.)V/PH/HZ MCA MOCP FC 0-1-1 ARNU283M3A4 2.30 1,250 0.70 135 105 27.6 18.7 32.6 MERV-13 0.25 208/1/60 3.1 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-2 ARNU283M3A4 2.30 1,250 0.70 135 N/A 27.6 18.7 32.6 MERV-13 0.25 208/1/60 3.1 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-3 ARNU363B8A4 3.00 1,730 0.70 75 N/A 35.7 22.2 42.0 MERV-13 0.25 208/1/60 6.5 15.0 245 1, 2, 3, 4, 5, 6 FC 0-1-4 ARNU073M2A4 0.60 470 0.71 40 N/A 7.5 5.0 8.8 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 5, 6 FC 0-1-5 ARNU093M2A4 0.75 470 0.71 35 100 9.5 6.4 11.3 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 5, 6 FC 0-1-6 ARNU243M2A4 2.00 675 0.70 130 115 23.6 15.1 28.2 MERV-13 0.25 208/1/60 3.1 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-7 ARNU243M2A4 2.00 675 0.70 125 N/A 23.6 15.1 28.2 MERV-13 0.25 208/1/60 3.1 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-8 ARNU123M2A4 1.00 515 0.71 140 N/A 12.2 8.1 14.1 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-9 ARNU123M2A4 1.00 515 0.71 145 N/A 12.2 8.1 14.1 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-10 ARNU073M2A4 0.60 470 0.71 40 N/A 7.5 5.0 8.8 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-11 ARNU073M2A4 0.60 470 0.71 135 N/A 7.5 5.0 8.8 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 5, 6 FC 0-1-12 ARNU283M3A4 2.30 1,250 0.70 80 N/A 27.6 18.7 32.6 MERV-13 0.25 208/1/60 3.1 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-13 ARNU243M2A4 2.00 675 0.70 85 N/A 23.6 15.1 28.2 MERV-13 0.25 208/1/60 3.1 15.0 135 1, 2, 3, 4, 5, 6 FC 0-1-15 ARNU153M2A4 1.25 515 0.71 85 N/A 15.2 10.2 17.7 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 5, 6 FC 0-1-17 ARNU073M2A4 0.60 470 0.71 55 N/A 7.5 5.0 8.8 MERV-13 0.25 208/1/60 2.9 15.0 135 1, 2, 3, 5, 6 REMARKS: 1 EQUIPMENT SHOWN IS BASED ON PRELIMINARY DESIGN CRITERIA AND IS INTENDED TO UTILIZE THE EXISTING CORE AND SHELL VRF CONDENSING UNITS. FINAL EQUIPMENT DESIGN, ZONING, AND INSTALLATION DETAILS WILL BE CONFIRMED AND REVISED IN FUTURE DESIGN SUBMITTALS. 2 PROVIDE UNIT WITH MANUFACTURER RECOMMENDED 2-INCH MERV 13 FILTER BOX. THIS ACCESSORY IS REQUIRED FOR PROPER OPERATION BUT MAY BE SUPPLIED WITH THE INITIAL EQUIPMENT ORDER OR FURNISHED AT A LATER DATE, DEPENDING ON CLIENT PREFERENCE. 3 VRF REFRIGERANT PIPE SIZING AND ROUTING SHALL BE DETERMINED BY VRF MANUFACTURER. INSTALLING CONTRACTOR SHALL PROVIDE THE APPROVED: VRF EQUIPMENT MAUFACTURER WITH FULLY DETAILED SHOP DRAWINGS INDICATING THE PROPOSED PIPE ROUTING DETAILS. VRF SYSTEM SHALL BE PROVIDED WITH FULL PORT ISOLATION VALVES FOR "SHUT OFF DUTY" AT ALL REFRIGERANT CONNECTION POINTS. INCLUDING BUT NOT LIMITED TO VRF OUTDOOR MODULES, HRB'S, AND FAN COIL CONNECTIONS. 4 UNITS REQUIRING DUCT-MOUNTED SMOKE DETECTORS AND INTERLOCK WITH UNITS FOR AUTOMATIC SHUT OFF. 5 OSA SET-BACK VENTILATION RATE FOR DEMAND CONTROL VENTILATION ZONES, IF APPLICABLE. OSA TO BE MODULATED BY ASSOCAITED SAV AND INTERLOCKED WITH CARBON DIOXIDE SENSOR. SENSOR TO BE PROVIDED BY MECHANICAL CONTRACTOR. 6 UNIT SHALL INCLUDE A FACTORY-SUPPLIED HIPS CONDENSATE DRAIN PAN EQUIPPED WITH A DRAIN PUMP PROVIDING A MINIMUM OF 27.5" LIFT FROM THE BOTTOM OF THE UNIT AND FEATURING AN INTEGRATED SAFETY SHUTOFF SWITCH. SAFETY SWITCH SHALL SHUT OFF THE UNIT IF CONDENSATE RISES TOO HIGH IN THE DRAIN PAN. 7 HEAT RECOVERY UNIT HAS BEEN SELECTED WITH NUMBER OF PORTS SHOWN TO ACCOMMODATE FUTURE ZONING FLEXIBILITY. PIPE INSULATION SCHEDULE FLUID OPERATING TEMPERATURE RANGE (?F) INSULATION CONDUCTIVITY NOMINAL PIPE DIAMETER (IN INCHES) <1 1 TO <1.5 1.5 TO <4 4 TO <8 8 AND LARGER CONDUCTIVITY (IN BTU-IN/H PER FT^2 ?F) MEAN RATING TEMPERATURE (?F) INSULATION THICKNESS SPACE HEATING, SERVICE WATER HEATING SYSTEMS (STEAM, STEAM CONDENSATE, REFRIGERANT, SPACE HEATING, SERVICE HOT WATER) MINIMUM PIPE INSULATION REQUIRED (THICKNESS IN INCHES OR R-VALUE) ABOVE 350 0.32-0.34 250.0000 INCHES 4.5000 5.0 5.0 5.0 5.0 R-VALUE R37 R41 R37 R27 R23 251-350 0.29-0.32 200.0000 INCHES 3.0 4.0000 4.5 4.5 4.5 R-VALUE R24 R24 R35 R26 R22 201-250 0.27-0.30 150.0000 INCHES 2.5000 2.5000 2.5000 3.0 3.0 R-VALUE R21 R20 R17.5 R17 R14.5 141-200 0.25-0.29 125.0000 INCHES 1.5000 1.5 2.0 2.0 2.0 R-VALUE R11.5 R11 R14 R11 R10 105-140 0.22-0.28 100.0000 INCHES 1.0 1.5 1.5 1.5 1.5 R-VALUE R7 R12.5 R11 R9 R8 NOMINAL PIPE DIAMETER (IN INCHES) <1 1 TO <1.5 1.5 TO <4 4 TO <8 8 AND LARGER SPACE COOLING SYSTEM (CHILLED WATER, REFRIGERANT AND BRINE)MINIMUM PIPE INSULATION REQUIRED (THICKNESS IN INCHES OR R-VALUE) 40-60 0.21-0.27 75.0000 INCHES "NON RES 0.5" "RES 0.75" "NON RES 0.5" "NON RES 0.75" 1.0 1.0 1.0 R-VALUE "NON RES R3" "NON RES R6" "NON RES R3" "NON RES R5" R7 R6 R5 BELOW 40 0.20-0.26 50.0000 INCHES 1.0 1.5 1.5 1.5 1.5 R-VALUE R8.5 R14 R12 R10 R9 NOTES: 1.THESE THICKNESS ARE BASED ON ENERGY EFFICIENCY CONSIDERTIONS ONLY. ISSUES SUCH AS WATER VAPOR PERMEABILITY OR SURFACE CONDENSATION SOMETIMES REQUIRE VAPOR RETARDERS OR ADDITIONAL INSULATION. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-601 MECHANICAL - SCHEDULES 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1 02/13/2026 PCC#1 1 1 1 1 DISCLAIMER - EARLY PROCUREMENT EQUIPMENT SOME HVAC EQUIPMENT SHOWN IN THIS DESIGN PACKAGE HAS BEEN ORDERED AS PART OF AN EARLY PROCUREMENT SUBMITTAL, INCLUDING FAN COIL UNITS AND HEAT RECOVERY BOXES (HRB'S). THIS EARLY PROCUREMENT EFFORT WAS CONDUCTED AND COORDINATED WITH THE GREATER DESIGN TEAM BASED ON ALL AVAILABLE SPACE PROGRAMMING INFORMATION AVAILABLE AT THE TIME OF EQUIPMENT PROCUREMENT. EQUIPMENT THAT WAS REQUIRED TO BE PROCURED WAS DONE SO OUT OF NEED DUE TO THE PHASE-OUT OF R-410A REFRIGERANT EQUIPMENT MANUFACTURING. B A DUCTLESS SPLIT SYSTEM FAN COIL UNITS - COOLING ONLY MARK MFR AND MODEL UNIT TYPE LOCATION NOMINAL CAPACITY (TONS) AIRFLOW (CFM) COOLING CAPACITY (MBH) SEER2 (EER2)REFRIGERANT REFRIGERANT QUANTITY (LBS) ELECTRICAL DATA OPERATING WEIGHT (LBS.)REMARKS V/PH/HZ MCA MOCP SSFC 0-1 CARRIER RAV-HB181KRTP-UL WALL-MOUNTED DUCTLESS IDF ROOM 1.50 425 18.0 23.8 (12.0)R454B 4.41 POWERED BY OUTDOOR UNIT 50.0 1, 2, 3 SSCU 0-1 CARRIER RAV-BP181AT2P-UL CONDENSING UNIT ROOF 208/1/60 14.0 15.0 100.0 1, 2, 3 REMARKS: 1 UNIT IS COOLING ONLY. PROVIDE LOCK-OUT FOR HEATING MODE. 2 INDOOR UNIT IS POWERED BY OUTDOOR UNIT. 3 PROVIDE WITH WASHABLE MESH FILTER. EXISTING GENERAL EXHAUST FAN SCHEDULE (FOR REFERENCE ONLY) MARK MFR AND MODEL LOCATION AREA SERVED TYPE PERFORMANCE DATA FAN MOTOR DATA FAN ELECTRICAL OPERATING WEIGHT (LBS.)REMARKSAIRFLOW (CFM)ESP (IN.) FAN RPM DRIVE HP V/PH/HZ (E) EF-1 GREENHECK AX-113-275-0915-B200 ROOF BUILDING EXHAUST/RELIEF SYSTEM UTILITY 31,300 1.5 1,500 UTILITY 20 460/3/60 1,500 EXISTING EQUIPMENT SHOWN FOR REFERENCE AND TAB SCOPE. (E) EF-2 GREENHECK G-120-VG ROOF ELECTRICAL ROOMS DIRECT DRIVE 1,000 0.75 100 DIRECT 0.5 115/1/60 100 EXISTING EQUIPMENT SHOWN FOR REFERENCE AND TAB SCOPE. EXISTING SUPPLY FAN SCHEDULE (FOR REFERENCE ONLY) MARK MFR AND MODEL LOCATION AREA SERVED TYPE PERFORMANCE DATA FAN ELECTRICAL EMERGENCY POWER OPERATING WEIGHT (LBS.)REMARKSAIRFLOW (CFM)ESP (IN.) FAN RPM MOTOR RPM HP V/PH/HZ (E) SF-1 GREENHECK USF-49 ROOF LOWER LEVEL THRU LEVEL 04 OUTSIDE AIR UTILITY 35,000 1.50 632 1,725 20 460/3/60 YES 2,200 EXISTING EQUIPMENT SHOWN FOR REFERENCE AND TAB SCOPE. AIR DISTRIBUTION SCHEDULE MARK MANUFACTURER & MODEL NO.SERVICE NECK SIZE AIRFLOW (CFM) FACE SIZE CEILING TYPE MODEL FINISH REMARKS TITUS PAR RETURN / EXHAUST MATCH DUCT INLET SIZE AS NOTED ON PLANS 12x12 GYP. BD. (CEILING)STEEL PERFORATED RETURN DIFFUSER STANDARD OFF-WHITE NECK SIZE TO MATCH INLET DUCT SIZE UNLESS NOTED OTHERWISE. PROVIDE HARD LID FRAME. 24X24 LAY-IN (CEILING) TITUS PCS SUPPLY 6 0 - 150 PERFORATED MODULAR CORE DIFFUSER STANDARD OFF-WHITE 4-WAY THROW UNLESS NOTED OTHERWISE. 8 151 - 250 10 251 - 385 12 386 - 550 14 551 - 725 24X24 LAY-IN (CEILING) 16 726 - 825 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-602 MECHANICAL - SCHEDULES 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1 02/13/2026 PCC#1 1 LV - 4 W ECB-350 LOCATED IN MPOE 2130 (EXISTING) BAS WORKSTATION BY DMG SC 120VAC POWER AND NETWORK DROP TO BE PROVIDED BY OTHERS NOTES: FIELD TO VERIFY FINAL ROUTING AND ACTUAL LOCATION OF DEVICES FINAL LOCATION OF CONTROL PANELS TO BE DETERMINED EXISTING ODU'S (EXISTING) MSTP DEVICES CO2 (EXISTING) MSTP DEVICES DMG PROJECT # MILLENIA SWEETWATER CO2 (EXISTING) VNET DEVICES DMG PROJECT # CORE AND SHELL (INCLUDES HRB-0-1-4, FC-0-1-14 & FC-0-1-16) ENC-VM3-B2 (NEMA 4) 120VAC CM TO BUILDING LAN BY OTHERS (TYP.) 0-1 SSFC 0-1 SSCU BACnet B2 FANS ROOF LEVEL 02 THROUGH 04 LEVEL 01 LOWER LEVEL TO BUILDING LAN BY OTHERS (TYP.)(EXISTING) MS/TP (EXISTING) MS/TP (EXISTING) LG VNET 1 2 3 (NEMA 4) LGLG 0-1 HRU NEW 18-2S VM3-1 TO BUILDING LAN BY OTHERS (TYP.) (EXISTING) LG VNET TO (EXISTING) ODU'S (EXISTING) CONTROL PANEL (EXISTING) (EXISTING) 0-1 SAV 0-2 SAV 0-3 SAV 0-4 SAV (EXISTING) MS/TP HRB 0-1-3 FC 0-1-1 FC 0-1-2 FC 0-1-3 FC 0-1-4 FC 0-1-5 FC 0-1-6 HRB 0-1-2 HRB 0-1-1 FC 0-1-7 FC 0-1-8 FC 0-1-9 FC 0-1-10 FC 0-1-11 FC 0-1-12 FC 0-1-13 FC 0-1-15 (E) SF-1, (E) EF-1 & 2 4 4 FC 0-1-17 0-1 EAV 0-2 EAV NEW MS/TP 5 5 5 DX LG RETURN AIR SUPPLY AIR TO NEXT HRB TO NEXT HRB TO NEXT FC TO NEXT FC TO NEXT FC PIPE IN PIPE IN PIPE IN PIPE IN PIPE IN PIPE IN (E)HRU-X OUTSIDE AIR RA TEMP SENSOR (OPEN STACKS AREAS) FC X-X-X HRB X-X-X TEMP SENSOR DISPLAY SU P P L Y O R E X H A U S T A I R C F M - A I SA V O R E A V D A M P E R A C T U A T I O N - A O 120V OUTLET M INLET DDC SAV OR EAV CONTROLLER COM CONTROLS TRANSFORMER VELOCITY SENSOR SAV X-X-X OR EAV X-X-X ZO N E C O 2 - A I CO2 ROOM CARBON DIOXIDE SENSOR (WHERE INDICATED ON PLANS) © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-701 MECHANICAL - CONTROLS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 LG VRF SYSTEM CONTROL: REFER TO EQUIPMENT OPERATING SCHEDULE FOR SCHEDULED OPERATING MODES. WARM-UP MODE: SET FAN COIL UNIT OPERATION SETTING TO ON, FAN SPEED TO HIGH, MODE SETTING TO AUTO, OCCUPANCY MODE SETTING TO OCCUPIED. COOL SET TEMPERATURE SETTING SHALL BE 74°F (ADJ.) AND HEAT SET TEMPERATURE SETTING SHALL BE 70°F (ADJ.). USE LG FAN COIL’S INTERNAL CONTROLS TO MAINTAIN TEMPERATURE SET POINTS. OCCUPIED MODE: SET FAN COIL UNIT OPERATION SETTING TO ON, FAN SPEED TO HIGH, MODE SETTING TO AUTO, OCCUPANCY MODE SETTING TO OCCUPIED. COOL SET TEMPERATURE SETTING SHALL BE 74°F (ADJ.) AND HEAT SET TEMPERATURE SETTING SHALL BE 70°F (ADJ.). UTILIZE LG FAN COIL’S INTERNAL CONTROLS TO MAINTAIN TEMPERATURE SET POINTS. FAN COILS IN PUBLIC SPACES SHALL HAVE LOCK SETTING SET TO PROHIBIT SO THAT OPERATION, MODE, TEMPERATURE, AND FAN SPEED CANNOT BE LOCALLY ADJUSTED. ALLOW LOCAL ADJUSTMENT OF SETPOINTS BY USERS IN TENANT SPACES; MODE AND FAN SPEED SETTING SHALL BE LOCKED. UNOCCUPIED MODE: SET FAN COIL UNIT OPERATION SETTING TO OFF, OCCUPANCY MODE SETTING TO UNOCCUPIED. COOL SET TEMPERATURE SETTING UNOCC SHALL BE 85°F (ADJ.) AND HEAT SET TEMPERATURE SETTING UNOCC SHALL BE 55°F (ADJ.). IF SPACE TEMPERATURE FALLS BELOW HEAT SET TEMPERATURE SETTING UNOCC OR RISES ABOVE COOL SET TEMPERATURE SETTING UNOCC, SET FAN COIL UNIT OPERATION SETTING TO ON. UTILIZE LG FAN COIL’S INTERNAL CONTROLS TO SATISFY TEMPERATURE SET POINT, THEN SET OPERATION SETTING TO OFF. PROVIDE MANUAL OVERRIDE AT THERMOSTAT TO START UNIT AND OPERATE IN OCCUPIED MODE FOR 2-HOURS, THEN RETURN TO UNOCCUPIED. ALARMS: ON UNIT ERROR, ALARM AT BMS. SCHEDULED CONTROLLED SUPPLY & EXHAUST FANS: REFER TO TIME OF DAY SCHEDULE FOR SCHEDULED OPERATING MODES. OCCUPIED MODE: START FAN AND RUN CONTINUOUSLY AT SCHEDULED AIRFLOW. UNOCCUPIED MODE: FANS ARE OFF. ALARMS: IF FAN COMMAND IS ON BUT STATUS IS OFF, ALARM AT BMS. TEMPERATURE CONTROLLED EXHAUST FANS: FANS SHALL OPERATE WHEN THE AREA SERVED EXCEEDS 70°F (ADJ.) ALARMS: IF FAN COMMAND IS ON BUT STATUS IS OFF, ALARM AT BMS. MECHANICAL CONTROLS / BMS CONCEPT DESIGN NOTES SEQUENCE OF OPERATIONS (FOR REFERENCE ONLY) THE SCOPE OF THIS PROJECT WILL INCLUDE INCORPORATING NEW MECHANICAL EQUIPMENT INTO EXISTING BUILDING CONTROL SYSTEMS. ALL NEW MECHANICAL UNITS SHALL BE PROVIDED WITH LOCAL CONTROLS TO BE INTEGRATED TO BUILDING MANAGEMENT SYSTEM. CONTROLS WILL FOLLOW BACNET COMMUNICATION PROTOCOL AND WILL REQUIRE BACNET COMPATIBLE DEVICES AND ASSOCIATED APPURTENANCES. ALL DESIGN SPECIFICATIONS AND INSTALLATIONS RELATED TO THE BUILDING CONTROLS SYSTEM MUST ADHERE TO THE RELEVANT CODE REQUIREMENTS. COMPLIANCE SHALL BE VERIFIED THROUGH DOCUMENTATION IN CONSTRUCTION AND COMMISSIONING PHASES OF THE PROJECT. MECHANICAL CONTROLS DRAWINGS WILL BE DEVELOPED IN LATER DESIGN SUBMITTAL. GENERAL NOTE FOR VRF FAN COIL SYSTEM CONTROLS: THE VRF SYSTEM MANUFACTURER SHALL SUBMIT ALL AVAILABLE MAPPABLE POINTS. THE CONTROLS CONTRACTOR SHALL MAP A MINIMUM OF 15 POINTS PER FANCOIL. SCALE: NTS1CONTROLS NETWORK ARCHITECTURE SCALE: NTS2VRF SYSTEM FLOW DIAGRAM SCALE: NTS3SAV AND EAV CONTROL DIAGRAM A.GENERAL -THE VAV BOX SHALL BE MONITORED AND CONTROLLED BY THE BUILDING MANAGEMENT SYSTEM AND PERFORM THE FOLLOWING CONTROL STRATEGIES. B.SYSTEM SCHEDULING: THE VAV BOX SEQUENCING SOFTWARE WILL ENABLE THE SYSTEM BASED SCHEDULED BUILDING OCCUPANCY (ADJ). THERE SHALL BE SEVERAL MODES OF OPERATION: 1.OCCUPIED MODE: VAV SHALL OPERATE CONTINUOUSLY AND MAINTAIN VENTILATION RATE SET POINTS. 2.UNOCCUPIED MODE: THE UNIT SHALL OPERATE TO MAINTAIN UNOCCUPIED SET POINTS. C.THE VAV DAMPER ACTUATOR SHALL MODULATE BETWEEN A 2-POSITION MINIMUM AND MAXIMUM SETTING TO MAINTAIN VENTILATION RATE SET POINTS. D. DEMAND CONTROL VENTILATION: WHEN THE VAV CONTROLLER IS IN THE OCCUPIED MODE, THE SPACE CO2 SENSOR SHALL MONITOR THE CO2 CONCENTRATION. WHEN THE CONCENTRATION OF CO2 IS BELOW A 1,000-PPM SETPOINT (ADJ.) THE VAV SUPPLY DAMPER SHALL CLOSE TO THE DCV MINIMUM POSITION SPECIFIED IN THE SUPPLY AIR VALVE MECHANICAL SCHEDULES (OR THE MINIMUM POSSIBLE VAV CFM; WHICHEVER IS GREATER). WHEN THE CO2 CONCENTRATION RISES ABOVE THE 1,000-PPM SETPOINT (ADJ.) THE VAV SUPPLY AIR DAMPER SHALL MODULATE OPEN TO THE MAXIMUM CFM SPECIFIED IN THE MECHANICAL SCHEDULES. SYSTEM BALANCING SHALL ENSURE FAN COIL ZONAL VENTILATION CFM REQUIREMENTS ARE MET AS SPECIFIED IN THE MECHANICAL SCHEDULES. SAV BOX - SEQUENCE OF OPERATIONS FAN COIL CONDENSATE PUMP CONTROLS INTEGRATION SELECT FAN COIL UNITS ARE PROVIDED WITH CONDENSATE PUMPS PER MECHANICAL PLANS. PER MECHANICAL PLANS THE CONDENSATE PUMPS ARE PROVIDED WITH OUTPUT SIGNAL FOR BMS INTEGRATION TO NOTIFY THE BMS WHEN CONDENSATE SYSTEMS ARE IN FAULT. UPON RECEIVING AN ALARM SYSTEM FROM A CONDENSATE PUMP, COOLING TO ASSOCIATED FANCOIL SYSTEMS SHALL BE DISABLED. VRF SYSTEM REQUIREMENTS THE VRF SYSTEM IS CONTROLLED AND SEQUENCED BY DEDICATED AND PROPRIETARY MANUFACTURER CONTROLLERS AND SENSORS. EXACT CONTROL OF THE OUTDOOR CONDENSING UNITS, HEAT RECOVERY BOXES, FAN COILS AND OTHER ASSOCIATED APPURTENANCES IS DEFERRED TO VRF MANUFACTURER. GENERAL INDOOR EQUIPMENT CONTROL SETPOINTS ARE LISTED WITHIN THIS SCHEMATIC AS WELL AS MAPPING REQUIREMENTS FOR THE CONTROLS CONTRACTOR. IT IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO PROVIDE A FULLY OPERATIONAL AND COMMISSIONED VRF. IT IS THE RESPONSIBILITY OF THE CONTROLS CONTRACTOR TO COORDINATE AND REVIEW VRF BMS INTEGRATION COMPATIBILITY WITH THE PROPOSED BMS SYSTEM PRIOR TO THE VRF SYSTEM BEING ORDERED. THE CONTROLS CONTRACTOR SHALL MAP POINTS LISTED BELOW INTO BMS SYSTEM. CONTRACTOR SHALL REFER TO ZONING PLAN FOR LOCATION OF CO2 SENSORS ROOF LEVEL 4 LEVEL 3 LEVEL 2 LEVEL 1 LEVEL 0 (E)SF-1 35,000 CFM (E)FC 4-1 700 CFM (E)EF-1 31,300 CFM (E)EF-2 1,000 CFM 3,510 CFM (E) 36"x20" 3,500 CFM (E) 36"x20" (E)FC 3-1 700 CFM 3,510 CFM (E) 36"x20" 3,500 CFM (E) 36"x20" (E)FC 2-1 700 CFM 3,470 CFM (MIN) 3,735 CFM (MAX) (E) 36"x20" 2,805 CFM (MIN) 2,970 CFM (MAX) (E) 36"x20" (E)FC 1-1 700 CFM 4,605 CFM (MIN) 5,215 CFM (MAX) (E) 50"x26" 305 CFM (MIN) 2,080 CFM (MAX) (E) 20" (E)SAV 0-5 230 CFM 195 CFM (E) 8" 195 CFM (E) 8" 160 CFM (E) 8" 250 CFM (E) 8" 200 CFM (E) 8" 4,280 CFM (E) 42"x20" 3,565 CFM (E) 36"x20" 4,250 CFM (E) 42"x20" 3,540 CFM (E) 36"x20" 3,120 CFM (MIN) 3,305 CFM (MAX) (E) 36"x24" 3,065 CFM (MIN) 3,500 CFM (MAX) (E) 36"x20" 3,360 CFM (MIN) 3,360 CFM (MAX) (E) 50"x26" 755 CFM (MIN) 3,410 CFM (MAX) (E) 20" (E)FC 1-2 450 CFM SAV 0-1 270 CFM SAV 0-3 190 CFM SAV 0-2 540 CFM SAV 0-4 440 CFM FUTURE TI (E)EAV 0-4 100 CFM EAV 0-2 400 CFM EAV 0-1 880 CFM (E)EAV 0-3 900 CFM FUTURE TI ARUM288DTE5 Additional Refrigerant : 60.76 lbs (Precharged Refrigerant : 54.10 lbs) Standard Combi. : ARUM096DTE5,ARUM192DTE5 (264.33 kBtu/h) (334.69 kBtu/h) ARBLB071213/4:1-1/8:1-3/8 80.0 ft(5) ARBLB071215/8:7/8:1-1/8 13.0 ft(1) PRHR063A #HRB 0-1-1 1/2:7/8:1-1/8 49.0 ft(1)6 1 ARNU093M2A4 #1 (9.42 / 6.32 kBtu/h) (11.26 kBtu/h) 1/4:1/2 35.0 ft(0) HRU-0.1/FC 0.1.5 7.65 (123 %) / 4.80 (131 %) kBtu/h -- ( 0 %) kBtu/h T ARNU073M2A4 #2 (7.40 / 4.99 kBtu/h) (8.78 kBtu/h) 1/4:1/2 22.0 ft(0) HRU-0.1/FC 0.1.4 4.36 (169 %) / 3.81 (130 %) kBtu/h -- ( 0 %) kBtu/h T ARNU363B8A4 #3 (35.63 / 22.19 kBtu/h) (41.90 kBtu/h) 3/8:3/4 12.0 ft(0) HRU-0.1/FC 0.1.3 28.37 (125 %) / 18.06 (122 %) kBtu/h -- ( 0 %) kBtu/h T ARNU283M3A4 #4 (27.51 / 18.61 kBtu/h) (32.53 kBtu/h) 3/8:5/8 46.0 ft(0) HRU-0.1/FC 0.1.2 21.11 (130 %) / 16.10 (115 %) kBtu/h -- ( 0 %) kBtu/h T ARNU283M3A4 #5 (27.51 / 18.61 kBtu/h) (32.53 kBtu/h) 3/8:5/8 31.0 ft(0) HRU-0.1/FC 0.1.1 21.11 (130 %) / 16.10 (115 %) kBtu/h -- ( 0 %) kBtu/h T ARNU073M2A4 #18 (7.40 / 4.99 kBtu/h) (8.78 kBtu/h) 1/4:1/2 25.0 ft(0) HRU-0.1/FC 0.1.10 5.53 (133 %) / 3.61 (138 %) kBtu/h -- ( 0 %) kBtu/h T PRHR063A #HRB 0-1-2 3/8:3/4:7/8 18.0 ft(2)6 1 ARNU123M2A4 #6 (12.10 / 8.02 kBtu/h) (14.04 kBtu/h) 1/4:1/2 25.0 ft(0) HRU-0.1/FC 0.1.8 12.34 ( 98 %) / 7.61 (105 %) kBtu/h -- ( 0 %) kBtu/h T ARNU243M2A4 #7 (23.56 / 15.10 kBtu/h) (28.19 kBtu/h) 3/8:5/8 43.0 ft(0) HRU-0.1/FC 0.1.6 15.55 (151 %) / 11.26 (134 %) kBtu/h -- ( 0 %) kBtu/h T ARNU243M2A4 #8 (23.56 / 15.10 kBtu/h) (28.19 kBtu/h) 3/8:5/8 38.0 ft(0) HRU-0.1/FC 0.1.7 15.55 (151 %) / 11.26 (134 %) kBtu/h -- ( 0 %) kBtu/h T ARNU073M2A4 #9 (7.40 / 4.99 kBtu/h) (8.78 kBtu/h) 1/4:1/2 33.0 ft(0) HRU-0.1/FC 0.1.17 6.47 (114 %) / 4.82 (103 %) kBtu/h -- ( 0 %) kBtu/h T ARNU123M2A4 #10 (12.10 / 8.02 kBtu/h) (14.04 kBtu/h) 1/4:1/2 8.0 ft(0) HRU-0.1/FC 0.1.9 12.34 ( 98 %) / 7.61 (105 %) kBtu/h -- ( 0 %) kBtu/h T End Cap #11 ARBLB033213/8:3/4:7/8 17.0 ft(1) PRHR063A #HRB 0-1-3 3/8:1/2:5/8 11.0 ft(1)6 1 ARNU073M2A4 #12 (7.40 / 4.99 kBtu/h) (8.78 kBtu/h) 1/4:1/2 22.0 ft(0) HRU-0.1/FC 0.1.11 4.07 (181 %) / 4.07 (122 %) kBtu/h -- ( 0 %) kBtu/h T ARNU153M2A4 #13 (15.16 / 10.16 kBtu/h) (17.66 kBtu/h) 1/4:1/2 8.0 ft(0) HRU-0.1/FC 0.1.15 12.78 (118 %) / 8.90 (114 %) kBtu/h -- ( 0 %) kBtu/h T ARNU283M3A4 #14 (27.51 / 18.61 kBtu/h) (32.53 kBtu/h) 3/8:5/8 21.0 ft(0) HRU-0.1/FC 0.1.12 24.28 (113 %) / 17.65 (105 %) kBtu/h -- ( 0 %) kBtu/h T End Cap #15 End Cap #17 End Cap PRHR043A #HRB 0-1-4 3/8:1/2:5/8 52.0 ft(1)4 1 ARNU243M2A4 #16 (23.56 / 15.10 kBtu/h) (28.19 kBtu/h) 3/8:5/8 38.0 ft(0) HRU-0.1/FC 0.1.13 23.23 (101 %) / 14.27 (105 %) kBtu/h -- ( 0 %) kBtu/h T ARNU073M2A4 #19 (7.40 / 4.99 kBtu/h) (8.78 kBtu/h) 1/4:1/2 40.0 ft(0) HRU-0.1/FC 0.1.14 1.77 (418 %) / 1.77 (281 %) kBtu/h -- ( 0 %) kBtu/h T ARNU073M2A4 #20 (7.40 / 4.99 kBtu/h) (8.78 kBtu/h) 1/4:1/2 31.0 ft(0) HRU-0.1/FC 0.1.16 1.25 (592 %) / 1.25 (399 %) kBtu/h -- ( 0 %) kBtu/h T End Cap La O/T Lb B1 La : 5/8:1-1/8:1-1/8 - 0.0 ft Lb : 3/8:3/4:7/8 - 0.0 ft B1 : ARCNB21 O/T : Oil Trap OSA SA RIB-1 31 30122 1(E)SF-1 VFD STATUS UI-1 (E)SF-1 VFD ENABLE UO-1, 12 VDC-ON (E)SF-1 FAN VFD ENABLE UO-2, 0-10 VDC 460 V / 3 PH / 60 HZ POWER BY E.C. 33 32 (E)SF-1 460V/3PH/60HZ POWER BY E.C. RIB-1 35 34124 3(E)EF-1 VFD STATUS UI-2 (E)EF-1 VFD ENABLE UO-3, 12 VDC-ON (E)EF-1 FAN VFD ENABLE UO-4, 0-10 VDC37 36 (E)EF-1 NOTE: 0-1.9V MOTOR WILL BE OFF 2-10V MOTOR WILL MODULATE MIN.-100% 120V/1PH/60HZ POWER BY E.C. (E)EF-2 39 38 6 5 (E)EF-2 CONTROL SIGNAL UO-5, 0-10 VDC (E)EF-2 STATUS UI-3 24V COM 0-10V COM N.C. N.O. VARI-GREEN ECM 1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 2 / 2 0 2 6 2 : 3 0 : 3 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - M e c h a n ic a l _ R 2 4 . r v t M-702 MECHANICAL - DIAGRAMS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE: NTS1AIRFLOW DIAGRAM 1 02/13/2026 PCC#1 SCALE: NTS2VRF PIPING DIAGRAM SCALE: NTS3(E) UTILITY SUPPLY FAN W/ VFD DETAIL (SHOWN FOR REFERENCE) SCALE: NTS4(E) ROOF EXHAUST FAN W/ VFD DETAIL (SHOWN FOR REFERENCE) SCALE: NTS5(E) ROOF EXHAUST FAN W/ ECM DETAIL (SHOWN FOR REFERENCE) ELECTRICAL CONSTRUCTION DOCUMENTS GENERAL NOTES ABBREVIATIONS A AMPERES AC ALTERNATING CURRENT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AIC AMPERES INTERRUPTER CAPACITY AFC AVAILABLE FAULT CURRENT AL ALUMINUM ATS AUTOMATIC TRANSFER SWITCH AWG AMERICAN WIRE GAUGE BFC BELOW FINISHED CEILING BRKR CIRCUIT BREAKER C CONDUIT CB CIRCUIT BREAKER CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CPR COPIER CT CURRENT TRANSFORMER D/B DIRECT BURIED DB DISTRIBUTION SWITCHBOARD DC DIRECT CURRENT DIA DIAMETER DISC DISCONNECT DP DISTRIBUTION PANEL DWG DRAWING EC ELECTRICAL CONTRACTOR EGC EQUIPMENT GROUNDING CONDUCTOR ELECT ELECTRICAL EMT ELECTRICAL METALLIC TUBING EQUIP EQUIPMENT ER EXISTING RELOCATED ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EX/EXIST EXISTING FIXT FIXTURE GC GENERAL CONTRACTOR GD GARBAGE DISPOSAL GEC GROUNDING ELECTRODE CONDUCTOR GFCI GROUND FAULT CIRCUIT INTERRUPTER GFI GROUND FAULT INTERRUPTER GFP GROUND FAULT PROTECTION GG GREEN GROUND GRD GROUND GRS GALVANIZED RIGID STEEL H HORIZONTAL HP HORSEPOWER HZ HERTZ IAW IN ACCORDANCE WITH IDS INTRUSION DETECTION SYSTEM IG ISOLATED GROUND IMC INTERMEDIATE METALLIC CONDUIT J-BOX JUNCTION BOX KCM KILO - CIRCULAR - MIL KVA KILO VOLT AMPS KW KILO WATT KWH KILO WATT HOUR LCP LIGHTING CONTROL PANEL LED LIGHT EMITTING DIODE LP LIGHTING PANEL LV LOW VOLTAGE MC MECHANICAL CONTRACTOR MCB MAIN CIRCUIT BREAKER MCS MOLDED CASE SWITCH MFG MANUFACTURER MH MOUNTING HEIGHT MIN MINIMUM MLO MAIN LUG ONLY MTD MOUNTED MTS MANUAL TRANSFER SWITCH N NEUTRAL NC NORMALLY CLOSED NEC NATIONAL ELECTRIC CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NESC NATIONAL ELECTRICAL SAFETY CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE OEM ORIGINAL EQUIPMENT MANUFACTURER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OL THERMAL OVERLOAD OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSP OUTSIDE PLANT P POLE PH PHASE PIV POST INDICATOR VALVE PNL PANEL PP POWER POLE PSI POUNDS PER SQUARE INCH PT POTENTIAL TRANSFORMERS PVC POLYVINYL CHLORIDE PWR POWER QTY QUANTITY REC RECESSED RCD RESIDUAL CURRENT DEVICE RECEPT RECEPTACLE REF REFRIGERATOR RR REMOVE AND RELOCATE RGS RIGID GALVANIZED STEEL CONDUIT RMC RIGID METAL CONDUIT RS RIGID STEEL SB STANDBY SD SMOKE DETECTOR SCH SCHEDULE SDP STANDBY DISTRIBUTION PANEL SGP SINGLE GROUND POINT SPD SURGE PROTECTION DEVICE SPEC SPECIFICATIONS SWBD SWITCHBOARD T TRANSFORMER TV TELEVISION TW TEST WELL TX TRANSFORMER TYP TYPICAL U/G UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLTS VA VOLTAMPERE VAV VARIABLE AIR VOLUME VDC VOLTS DIRECT CURRENT VFD VARIABLE FREQUENCY DRIVE W WATTS OR WIRE WP WEATHERPROOF X EXISTING XFMR TRANSFORMER XP EXPLOSION PROOF S PB LP2A-1,3 100/3/3R 100/3/70/1 200/3/150/3R CONDUIT TURNED UP. CONDUIT TURNED DOWN. EQUIPMENT CONNECTION POINT. FUSIBLE DISCONNECT SWITCH TYPE COMBINATION MAGNETIC MOTOR STARTER. SEE GENERAL NOTE 3. MOTOR CIRCUIT PROTECTOR TYPE COMBINATION MAGNETIC MOTOR STARTER. = DENOTES ELECTRICAL = DENOTES GAS LINE = DENOTES OVERHEAD ELECTRIC LINE = DENOTES TELECOMMUNICATIONS EU GAS OE T JUNCTION BOX SIZE PER NEC UNLESS OTHERWISE NOTED. PULLBOX SIZE PER NEC UNLESS OTHERWISE NOTED. HOME RUN TO PANELBOARD LETTERS AND NUMBERS DESIGNATE PANEL AND CIRCUITS. PROVIDE ONE PHASE CONDUCTOR, ONE NEUTRAL CONDUCTOR , AND ONE EQUIPMENT GROUNDING CONDUCTOR FOR SINGLE POLE CIRCUIT BREAKER CIRCUITS. PROVIDE TWO PHASE CONDUCTORS AND ONE EQUIPMENT GROUNDING CONDUCTOR FOR TWO POLE CIRCUIT BREAKER CIRCUITS. PROVIDE THREE PHASE CONDUCTORS AND ONE EQUIPMENT GROUNDING CONDUCTOR FOR THREE POLE CIRCUIT BREAKER CIRCUITS. CONDUIT AND CABLE, CONCEALED IN FINISHED SPACES, EXPOSED ELSEWHERE. CONDUIT AND CABLE, BELOW GRADE OR SLAB. UNDERGROUND DUCTBANK: SINGLE, DUPLEX, 4-PLEX RECEPTACLE, MOUNTED 18"AFF UON. SPECIAL PURPOSE RECEPTACLE, SIZE AND TYPE AS SHOWN ON THE DRAWING. TRANSFORMER. PANELBOARD SURFACE OR FLUSH MOUNTED AS INDICATED. DASHED LINE INDICATES WORKING SPACE CLEARANCE. VARIABLE FREQUENCY DRIVE. MOTOR CONNECTION, "#" INDICATES HP RATING. MANUAL MOTOR STARTER, WITH THERMAL OVERLOAD PROTECTION. M XP K P WALL SWITCH UNLESS OTHERWISE NOTED MOUNTED 46"AFF. "X" REPRESENTS TYPE. = MOTOR RATED = EXPLOSION PROOF = KEY OPERATED = PILOT LIGHT = WEATHERPROOF = SURGE SUPPRESSION = TAMPER RESISTANT = MOUNTED ABOVE COUNTER = ARC FAULT = DEDICATED WP SP TR AC AF D SYMBOL POWER ENCLOSED THERMAL MAGNETIC CIRCUIT BREAKER INDIVIDUALLY MOUNTED. "100/3/3R" DENOTES 100A, 3P, IN NEMA 3R ENCLOSURE. SEE GENERAL NOTE 3. FUSIBLE DISCONNECT SWITCH. "200/3/(150/MFG)/3R" DENOTES 200A, 3P, WITH 150A FUSES IN 3R ENCLOSURE. 'MFG' DENOTES FUSES TO BE SIZED BY MANUFACTURERS. SEE GENERAL NOTE 3. NON-FUSIBLE DISCONNECT. "100/3/3R" DENOTES 100A, 3P, IN NEMA 3R ENCLOSURE. SEE GENERAL NOTE 3. SURFACE METAL RACEWAY, (SMR) COORDINATE SIZE WITH SPECIFICATION, MOUNTED ABOVE COUNTER TOP, UNLESS OTHERWISE NOTED. RECEPTACLES AS INDICATED. XX X DUPLEX RECEPTACLE. CEILING MOUNTED, UNLESS OTHERWISE NOTED. GFI DUPLEX RECEPTACLE. PHOTOCELL. COMPATIBLE WITH LIGHTING CONTROL PANEL OR STANDALONE CONTACTOR AS INDICATED. WALL SWITCH OCCUPANCY SENSOR. "X" REPRESENTS TYPE. PROVIDE WITH DUAL RELAY FOR EXHAUST FAN AS INDICATED ON DRAWINGS. LIGHTING ROOM CONTROLLER / POWER PACK. LIGHTING CONTROL PANEL. SINGLE HEAD, POLE MOUNTED AREA LIGHT. CEILING MOUNTED EXIT SIGN, DRAWINGS INDICATE SINGLE OR DOUBLE FACED WITH DIRECTIONAL ARROWS. ROUND CEILING MOUNTED LIGHTING FIXTURE. WALL MOUNTED LIGHTING FIXTURE. EMERGENCY LIGHTING MASTER UNIT, BATTERY POWERED. CONNECT TO UNSWITCHED PORTION OF LOCAL LIGHTING CIRCUIT. SYMBOL LIGHTING SURFACE MOUNTED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE. PENDANT MOUNTED LIGHTING FIXTURE. PENDANT MOUNTED STRIP LIGHTING FIXTURE WALL MOUNTED EXIT SIGN, DRAWINGS INDICATE SINGLE OR DOUBLE FACED WITH DIRECTIONAL ARROWS. MOUNT 8'-0"AFF. MULTISERVICE POWER/DATA FLOOR BOX. DOOR CONTACT LIGHT SWITCH. DUAL HEAD, POLE MOUNTED AREA LIGHT. FURNITURE FEED FLOOR BOX. PROVIDE WITH 3/4"C. FOR POWER & 1-1/4"C. FOR TELE/DATA. J J E EMERGENCY OFF PUSH BUTTON, CLEAR COVER WITH EQUIPMENT SPECIFIC LABEL, AUDIBLE ALARM. M VFD DC LCP PC CEILING OCCUPANCY SENSOR, CORRIDOR COVERAGE PATTERN CEILING DAY LIGHT HARVESTING SENSOR, CONTINUOUS DIMMING CEILING OCCUPANCY SENSOR, AREA COVERAGE PATTERN S 3 4 TS LV B D P WALL SWITCH UNLESS OTHERWISE NOTED MOUNTED 48"AFF. "X" REPRESENTS TYPE. "a" REPRESENTS LIGHTS SWITCHED. = THREE WAY SWITCH = FOUR WAY SWITCH = DIGITAL TIME SWITCH = LOW VOLTAGE, ON/OFF CONTROL = LOW VOLTAGE, ON/OFF WITH BI-LEVEL CONTROL = LOW VOLTAGE, ON/OFF WITH DIMMING CONTROL = PILOT LIGHT Xa T 100/3/3R FB# FF = QTY OF 5-20R DUPLEX RECEPTACLES# PT#MULTISERVICE POWER/DATA POKE-THRU. = QTY OF 5-20R DUPLEX RECEPTACLES# LP1-2b" EB A TYPICAL LIGHTING FIXTURE NOTATION: "LP1"=PANELBOARD,"EB"=EMERGENCY BATTERY "2"=CIRCUIT NUMBER, "EI"=EMERGENCY INVERTER "b"=SWITCH LETTER, "EG"=EMERGENCY GENERATOR "A"=FIXTURE TYPE LETTER. "" = PRIMARY DAYLIGHT ZONE " = SECONDARY DAYLIGHT ZONE HALF SHADING DENOTES FIXTURE IS PROVIDED WITH EMERGENCY POWER SOURCE. BALLAST/DRIVER CONNECTED TO UNSWITCHED SENSING CIRCUIT WIRE. WIRE CONNECTION. INDICATES CONTINUITY OF LIGHTING CIRCUIT. DOES NOT INDICATE EXACT FIELD WIRING. X D = PROVIDE WITH 0-10V DIMMING PL = 20A RATED FOR PLUG LOADS CALIFORNIA TITLE 24 AUTOMATICALLY CONTROLLED RECEPTACLE, TOP OUTLET(S) TO BE SWITCHED AND PERMANENTLY LABELED NEW CONSTRUCTION PHASING DEMOLITION EXISTING TO REMAIN REMOVE AND RELOCATE EXISTING RELOCATEDERERER RRRRRR SYMBOL EXOTHERMIC WELD BARE COPPER GROUNDING CONDUCTOR. GROUND ROD TEST WELL G GROUND ROD TW CLAMP CONNECTOR AIR TERMINAL BOLTED CONNECTION LIGHTNING PROTECTION MAIN CONDUCTOR GROUND / GEC GROUNDING BUSBAR GROUNDING AND BONDINGSYMBOL GROUNDING RECEPTACLE P x WOOD UTILITY POLE METERM FURNITURE FEED POKE-THRU. PROVIDE WITH 3/4"C. FOR POWER & 1-1/4"C. FOR TELE/DATA.FF J PP POWER POLE 1HDP12 PANEL NAMING 1. 2. 3. 4. 5. NOTES SERVICE NUMBER IS ONLY USED IF THE BUILDING HAS MORE THAN ONE ELECTRICAL SERVICE. SYSTEM VOLTAGE IS ONLY USED IF EQUIPMENT REQUIRES FURTHER DESIGNATION. FLOOR NUMBER IS ONLY USED IF THE BUILDING HAS MORE THAN ONE FLOOR. PANELS FOR SPECIFIC SPACES MAY USE DIFFERENT NAMING. UNIT SUBSTATIONS USE A DIFFERENT NAMING SCHEME, USS-#. (#) SERVICE NUMBER SYSTEM VOLTAGE H - 277/480V M - 230/400V L - 120/208V D - 240V 3-PHASE DELTA PANEL TYPE D - DISTRIBUTION PANEL P - BRANCH PANEL S - SWITCHBOARD SYSTEM TYPE P - GENERAL POWER M - MECHANICAL L - LIGHTING T - TELECOM LS - EMERGENCY/GENERATOR LR - LEGALLY REQUIRED/GENERATOR OP - OPTIONAL STANDBY/GENERATOR U - UPS F - FIRE (#) FLOOR # PANEL NUMBER CIRCUIT BREAKER. NON-FUSED DISCONNECT SWITCH. COMBINATION MOTOR STARTER WITH MOTOR CIRCUIT PROTECTOR (MCP) AND THERMAL OVERLOAD (OL). FUSED DISCONNECT SWITCH. TRANSFORMER VARIABLE FREQUENCY DRIVE VFD WOOD UTILITY POLE TRANSFER SWITCH GROUNDING ELECTRODE G GENERATOR UTILITY METER WITH C.T.s. FUSE LINK FUSE M XXXAF XXXAT XP LSIGA = AMP FRAME = AMP TRIP = POLE AF AT P = LONG TIME = SHORT TIME = INSTANTANEOUS = GROUND FAULT PROTECTION = ARC FLASH ENERGY REDUCTION L S I G A CURRENT TRANSFORMER MOTOR, "#" INDICATES HP RATING.# = AUTOMATIC =BYPASS TRANSFER SWITCH = NON-AUTOMATIC TRANSFER SWITCH (MANUAL) ATS BTS MTS GENERIC EQUIPMENT, TYPE AS INDICATED ON DRAWINGS. K KIRK KEY SINGLELINE DIAGRAMSYMBOL FURNITURE WALL FEED. PROVIDE WITH 3/4"C. FOR POWER & 1-1/4"C. FOR TELE/DATA.FF 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. THIS IS A STANDARD LEGEND SHEET. NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPEAR ON DRAWINGS. THE DRAWINGS CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND CLEARANCES PRIOR TO THE COMMENCEMENT OF WORK AND SHALL INCLUDE ALL COSTS, EQUIPMENT, MATERIALS, ETC. REQUIRED FOR A COMPLETE, FUNCTIONAL, AND CODE-COMPLIANT INSTALLATION. THE CONTRACTOR SHALL COORDINATE ALL INSTALLATIONS WITH ALL OTHER TRADES. FINAL LOCATIONS OF ALL DEVICES, LIGHT FIXTURES, EQUIPMENT, ETC. SHALL BE INDICATED ON THE ARCHITECTURAL DRAWINGS. ALL DIMENSIONAL INFORMATION SHALL BE OBTAINED FROM THE ARCHITECT. NO DIMENSIONAL INFORMATION SHALL BE OBTAINED FROM ELECTRICAL DRAWINGS. THESE DRAWINGS ARE SUPPLEMENTED BY PRINTED DIVISION 26 ELECTRICAL SPECIFICATIONS; THE COMPLETE ELECTRICAL CONSTRUCTION DOCUMENT PACKAGE CONTAINS BOTH SPECIFICATIONS AND DRAWINGS. THE CONTRACTOR SHALL OBTAIN AND REVIEW THE COMPLETE ELECTRICAL CONSTRUCTION DOCUMENT PACKAGE PRIOR TO THE COMMENCEMENT OF ANY WORK AND INCLUDE ALL COST IN THIS BID. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES, CALIFORNIA ELECTRICAL CODE 2022, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS AND ALL REQUIREMENT OF THE AUTHORITY HAVING JURISDICTION (AHJ). ALL MULTI-WIRE BRANCH CONDUCTORS SHALL ORIGINATE FROM THE SAME PANELBOARD. THE GROUNDED AND UNGROUNDED CONDUCTORS SHALL BE GROUPED WITHIN THE PANELBOARD AND THEY SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS. THE CONTRACTOR SHALL PROVIDE THE DISCONNECTING MEANS BASED UPON THE FINAL FIELD WIRING, CIRCUITING, HOMERUNS, ETC. AS REQUIRED TO SATISFY THIS REQUIREMENT. PROVIDE GROUND CONDUCTOR FOR ALL BRANCH, FEED, AND EQUIPMENT CIRCUITS SIZED PER NEC, UNLESS OTHERWISE INDICATED. CONTRACTOR SHALL COORDINATE ALL CONDUIT PENETRATIONS AND PROVIDE CONDUIT SEALS IN HAZARDOUS LOCATIONS. PENETRATION SEALS, EXPANSION/VIBRATION ISOLATION FITTINGS AS APPLICABLE. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN AIR BARRIER INTEGRITY FOR ELECTRICAL RACEWAY PENETRATION. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM AND/OR ENGINEER PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF EXISTING SURFACES, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY ELECTRICAL DEMOLITION AND/OR NEW WORK. THE ELECTRICAL CONTRACTOR SHALL REVIEW REQUIREMENTS FOR THE INSTALLATION OF ELECTRICAL PORTIONS OF WORK INDICATED ON THE CONSTRUCTION DOCUMENTS OF OTHER TRADES AND INCLUDE REQUIREMENTS IN BIDDING THIS CONTRACT. VERIFY UTILITY COMPANY REQUIREMENTS FOR ALL WORK INCLUDING MODIFIED OR NEW SERVICE ENTRANCES. AND INCLUDE ALL COST IN BID. .75 2 1.25 2 1 2 1 2 1 2 .75 2 11 EA 4 8 EA 4 7 EA 4 6 EA 4 5 EA 4 4 EA 3 3 EA 4 3 EA 3 2 EA 4 2 EA 3 20Y 30Y 40Y 60Y 70Y 100Y 125Y 150Y 175Y 200Y 225Y 250Y 300Y 400Y 500Y 600Y 700Y 800Y 1000Y 1200Y 1600Y 2000Y 2500Y 3000Y 4000Y 4 EA 41500Y 350Y 1. 2. 3. 4. 5. CONDUCTOR AND CONDUIT SCHEDULE NOTES: CONDUCTORS SHOWN ARE FOR EACH CONDUIT WITH MODIFICATIONS AS NOTED IN NOTE 3. FEEDER SCHEDULE BASED ON THWN AND SCHEDULE 80 PVC, REFER TO SPECIFICATIONS FOR CONDUCTOR AND RACEWAY TYPE. PROVIDE EQUIPMENT GROUND CONDUCTORS PER TABLE 250-122 WHEN CIRCUIT BREAKERS ARE SIZED GREATER THAN AMPERE RATING SHOWN. WHEN SYMBOL SUBSCRIPT INDICATES "2N", INCLUDE TWO NEUTRAL CONDUCTORS SIZED AS SCHEDULED INCREASE SCHEDULED CONDUIT SIZE AS NEEDED TO MAINTAIN MAXIMUM WIRE FILL PER THE NATIONAL ELECTRICAL CODE. WHEN SYMBOL SUBSCRIPT INDICATES "SD", UTILIZE "SD" CONDUCTOR IN PLACE OF "EGC" CONDUCTOR TO MEET SIZING REQUIREMENTS OF A SEPARATELY DERIVED SYSTEM. WHERE ALLOWED BY THE SPECIFICATIONS EQUIVALENT ALUMINUM WIRE CAN BE SUBSTITUTED. EGCSIZEQTYSYMAMPC SIZE 600V 3 PHASE 3 WIRE SCHEDULE 20 .75 3 12 12 1200 4 EA 3 3 350 3/0 1000 3 EA 4 3 400 2/0 800 3 EA 3 3 300 1/0 700 2 EA 3.50 3 500 1/0 600 2 EA 3 3 350 1 500 2 EA 2.50 3 250 2 400 2 EA 2.50 3 3/0 3 300 3 3 350 4 250 2.50 3 250 4 225 2.50 3 4/0 4 200 2 3 3/0 6 175 2 3 2/0 6 150 2 3 1/0 6 125 1.50 3 1 6 1.25 3 1 8 70 1.25 3 4 8 60 1 3 4 10 40 1 3 8 10 30 .75 3 10 10 20 30 40 60 70 100 125 150 175 200 225 250 300 400 500 600 700 800 1000 1200 100 EGCSIZEQTY AL CONDUCTOR C SIZE 4 EA 3 3 500 250 4 EA 3 3 350 4/0 3 EA 3 3 400 3/0 3 EA 2.50 3 350 3/0 2 EA 3 3 500 2/0 2 EA 2.50 3 350 1/0 2 EA 2.50 3 250 1 3 3 500 2 2.50 3 350 2 2.50 3 300 2 2 3 250 4 2 3 4/0 4 1.50 3 3/0 4 1.50 3 2/0 4 CU CONDUCTORS SD 8 4/0 3/0 2/0 2/0 2/0 1/0 1/0 2 2 2 4 4 6 6 8 8 8 8 SD 250 4/0 4/0 4/0 4/0 3/0 1/0 1/0 1/0 1/0 2 2 4 4 50 80 90 50 80 90 63 3 3 1 1.25 1.25 3 2 10 8 8 8 8 8 50Y 90Y 80Y 20 .75 3 12 12 100 1.25 1 8 70 4 8 60 1.25 4 10 40 1 8 10 30 .75 10 10 8 8 8 8 8 83 3 3 3 3 1 2 1.25 1.25 2 2 50 1 6 10 83 80 3 83 90 2 83 8 8 1.25 1.25 1.25 6 EGCSIZEQTYAMPC SIZE 20 12 12 1200 1000 800 700 600 500 400 300 350 4 250 250 4 225 4/0 4 200 3/0 6 175 2/0 6 150 1/0 6 125 1 6 1 8 70 4 8 60 4 10 40 8 10 30 10 10 100 EGCSIZEQTY AL CONDUCTOR C SIZE CU CONDUCTORS SD 8 2 2 2 4 4 6 6 8 8 8 8 SD 50 80 90 6 3 2 10 8 8 8 8 8 6 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 600V 3 PHASE 4 WIRE SCHEDULE 350 1500 1600 2000 2500 3000 4000 2 EA 2.50 2 EA 2.50 3 2.50 2.50 2.50 2 2 1.50 1.25 1.25 1 1 .75 .75 3.50 1 1.25 1.25 500 500 500 500 500 350 400 250 400 4/0 350 3/0 400 2/0 300 1/0 500 1/0 350 1 250 2 3/0 3 500 4/0 500 3 13 EA 3 4 500 750 10 EA 3 4 500 600 10 EA 3 4 350 600 7 EA 3 4 500 400 6 EA 3 4 400 350 4 EA 3 4 500 250 4 EA 3 4 350 4/0 3 EA 3 4 400 3/0 3 EA 3 4 350 3/0 2 EA 3 4 500 2/0 2 EA 3 4 350 1/0 2 EA 2.50 4 250 1 5 EA 3 4 500 350 2 EA 2.50 4 4/0 1 750 500 500 300 250 4/0 3/0 2/0 2/0 2/0 1/0 1/0 250 1/0 1000 750 500 500 300 250 4/0 4/0 4/0 4/0 3/0 1/0 350 1/0 3 4 500 2 3 4 350 2 3 4 300 2 2.50 4 250 4 2.50 4 4/0 4 2 4 3/0 4 2 4 2/0 4 1/0 1/0 1/0 2 2 4 4 EGCSIZEQTYAMPC SIZE EGCSIZEQTY AL CONDUCTOR C SIZE CU CONDUCTORS SD SD 600V 1 PHASE 3 WIRE SCHEDULE 20S 30S 40S 60S 70S 50S 90S 80S 100S 20 12 12 100 1 8 70 4 8 60 4 10 40 8 10 30 10 10 8 8 8 8 8 8 50 6 10 8 80 3 8 90 2 8 8 8 EGCSIZEQTYAMPC SIZE EGCSIZEQTY AL CONDUCTOR C SIZE CU CONDUCTORS SD SD 600V 1 PHASE 2 WIRE SCHEDULE SYM 30B 40B 60B 70B 100B 20B 50B 80B 90B NUMBERS (2-4 DIGITS) = WIRE SIZE CODE 2001 AL SD AL (IF ANY) = ALUMINUM LETTERS (2 LETTER CODE, IF ANY) 2N, IG OR SD AS NOTED BELOW. ELECTRICAL CONDUCTOR SCHEDULE PANELBOARDPANEL ST SHUNT TRIP IN-LINE UTILITY METER 200A MAXIMUMM DIGITAL METER BY POWER MEASUREMENTS ION-7350DM 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. PROVIDE WEATHERPROOF (NEMA 3R) JUNCTION BOXES, CONDUIT, FITTINGS AND ENCLOSURES AT ALL EXTERIOR LOCATIONS AND ALL WET OR DAMP INTERIOR LOCATIONS. ALL EXTERIOR LIGHTING FIXTURES SHALL BE UL LISTED FOR WET OR DAMP LOCATION AS APPROPRIATE FOR THE LOCATION. NOTIFY POWER UTILITY COMPANY OF ANY SIGNIFICANT LOAD INCREASE, SERVICE REVISION, SHUTDOWN OF SERVICE OR ANY RELATED WORK. PRIOR TO EXECUTION OF THIS CONTRACT, THIS CONTRACTOR SHALL HAVE VISITED THE SITE (BY APPOINTMENT) AND SHALL HAVE EXAMINED ALL EXISTING CONDITIONS WHICH MAY AFFECT HIS WORK. SUBMISSION OF A BID SHALL BE CONSIDERED INDICATIVE THAT THIS CONTRACTOR HAS VISITED THE SITE AND HAS DETERMINED ALL EXISTING CONDITIONS WHICH MAY AFFECT THE CONTRACT WORK AND HAS INCLUDED ALL COSTS RELATED TO SITE CONDITIONS IN THE AMOUNT BID. PROVIDE ALL ITEMS INDICATED ON DRAWINGS AND REQUIRED BY SPECIFICATIONS, INCLUDING: ALL SUPPORTS, HARDWARE AND ACCESSORIES, BRANCH CIRCUIT WIRING, AND DEVICES. ALL WIRING FOR LIGHTING AND POWER CIRCUITS SHALL BE NO. 12 AWG MINIMUM. SELF CONTAINED UNIT EQUIPMENT SERVING EXIT AND EGRESS LIGHTING SYSTEMS SHALL BE CONNECTED TO THE UNSWITCHED PORTION OF THE LOCAL LIGHTING CIRCUIT IN COMPLIANCE WITH NEC ARTICLE 700. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. ALL DEVICES AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH A.D.A. REQUIREMENTS. PROVIDE ROUGH-IN CONNECTIONS FOR ALL OFOI/OFCI EQUIPMENT INCLUDING BUT NOT LIMITED TO PRINTER, COPIER, FAX MACHINES, INTERCOM, CAMERAS, PROJECTORS, PODIUMS, SMARTBOARDS, FLAT SCREEN MONITORS, FURNITURE SYSTEMS, AND SECURITY SYSTEMS. CONTRACTOR SHALL CONCEAL ALL CONDUIT, FITTINGS, AND DEVICES FROM VIEW WHERE REASONABLY POSSIBLE. CONTRACTOR SHALL ENSURE THAT ALL CONDUIT, FIXTURES, FITTINGS, AND DEVICES LOCATED IN PUBLIC AREAS ARE TAMPERPROOF AND PROTECTED FROM PHYSICAL DAMAGE. ALL CONSTRUCTION UNDER THIS CONTRACT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER BY MECHANICS SKILLED IN THE TRADE. THE CONTRACTOR SHALL REMOVE AND REPLACE ALL WORK WHICH IS NOT INSTALLED AS APPROVED. ALL CONDUIT SHALL BE MINIMUM 3/4" FOR POWER AND MINIMUM 1" FOR DATA/COMM U.N.O. ALL CURRENT CARRYING CONDUCTORS SHALL BE COPPER. INSULATION SHALL BE TYPE THHN/THWN FOR ALL BRANCH CIRCUITS UP TO AND INCLUDING SIZE #2AWG. INSULATION FOR CONDUCTORS OVER SIZE #2AWG SHALL BE XHHW. ALL GROUND CONDUCTORS SHALL BE INSULATED COPPER. ALL CONDUIT SHALL BE EMT (INSTALLED IN INTERIOR CONCEALED SPACES) OR SCHEDULE-40 PVC (INSTALLED UNDERGROUND) UNLESS OTHERWISE NOTED. ALL AMPACITIES ARE BASED UPON TABLE 310.16 OF THE 2020 N.E.C. 32. 33. 34. 35. 36. 37. 38. FEEDER SCHEDULES INDICATE DATA FOR COPPER CONDUCTORS RATED UP TO 600V AT 75 DEGREES CELSIUS. CONTRACTOR MUST UPSIZE CONDUCTORS AS NECESSARY SO VOLTAGE DROP COMPLIES WITH NFPA 70 RECOMMENDATIONS: FEEDER CONDUCTORS SHALL BE SIZED FOR MAXIMUM VOLTAGE DROP OF 3% AT THE CIRCUIT'S LOAD. SIZE BRANCH CIRCUITS FOR A MAXIMUM VOLTAGE DROP OF 3% AT THE CIRCUIT'S LOAD. COMBINED VOLTAGE DROP SHALL NOT EXCEED 5% TOTAL. INCREASE SIZE OF EQUIPMENT GROUND CONDUCTORS PROPORTIONATELY TO THE INCREASE IN CIRCULAR MIL AREA OF THE UNGROUNDED CONDUCTORS PER NEC ARTICLE 250.122(B). SERVICE ENTRANCE DISCONNECT(S) MUST BE PERMANENTLY MARKED TO IDENTIFY IT AS A SERVICE DISCONNECT PER NEC ARTICLE 230.70(B). HEALTH CARE FACILITIES SHALL BE WIRED IN A METALLIC RACEWAY OR CABLING SYSTEM. CONTRACTOR SHALL PROVIDE A REDUNDANT GROUNDING METHOD WITH AN INSULATED GREEN GROUNDING CONDUCTOR INCLUDED. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, APPROVALS, LICENSES, ETC. AS NEEDED FOR THE COMPLETE ELECTRICAL INSTALLATION. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR ALL FEES AND DATA NEEDED FOR THE ABOVE ITEMS. ALL ROOF-MOUNTED EQUIPMENT SHALL BE SERVED BY CIRCUITS ROUTED BELOW THE ROOF STRUCTURE. DO NOT ROUTE CONDUITS EXPOSED ON THE ROOF. LIMIT FINAL CONNECTIONS TO ROOF EQUIPMENT FROM ROOF PENETRATION TO 10 FEET. FOR ALL EXTERIOR CONDUITS EXPOSED TO DIRECT SUNLIGHT, THE CONTRACTOR SHALL ADJUST CONDUCTOR AND CONDUIT SIZES AS NECESSARY TO COMPLY WITH CODE-REQUIRED AMBIENT TEMPERATURE AMPACITY DE- RATING. SURGE PROTECTIVE DEVICE WITH 60 FEEDERSPD DRAWOUT CIRCUIT BREAKER UGPS LANDING LUGS AMP METER VOLT METER EXTERNALLY OPERATED CIRCUIT BREAKER R CORD REEL XX A V LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 3 / 2 0 2 6 9 : 2 5 : 5 5 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E000 NOTES, SYMBOLS, AND ABBREVIATIONS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 Sheet List Sheet Number Sheet Name E000 NOTES, SYMBOLS, AND ABBREVIATIONS E001 LUMINAIRE SCHEDULE E002 TITLE 24 E003 TITLE 24 E100 LOWER LEVEL LIGHTING PLAN E101 LOWER LEVEL PHOTOMETRIC PLAN E102 LOWER LEVEL EGRESS PHOTOMETRIC PLAN E200 LOWER LEVEL POWER PLAN E300 LOWER LEVEL MECH POWER PLAN E400 ENLARGED PLANS E500 SINGLE LINE DIAGRAM E600 PANEL SCHEDULES E700 DETAILS 12/15/25 CITY SUBMITTAL 1 1 2 3 4 ON OFF LOAD N NH LOAD N HH N CAT 5E CAT 5E CAT 5E CEILING SENSOR LOW VOLTAGE CEILING LOW VOLTAGE DIMMING PHOTOCELL POWER PACK DIMMING (AS INDICATED) EM POWER PACK DIMMING CAT 5E optional test switch NORMAL (sense only)EMERGENCY LOW VOLTAGE WALL STATION (AS INDICATED ON DWGS) STAND ALONE AREAS LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 3 / 2 0 2 6 9 : 2 5 : 5 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E001 LUMINAIRE SCHEDULE 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 Lighting Fixture Schedule Letter Type Description Manufacturer Catalogue Number/ Model Number Lamp Type Lumens Wattage Voltage Mounting Remarks L01A 4.5" RECESSED ROUND DOWNLIGHT. PROVIDE WITH TRIM AT ACT CEILING FOCAL POINT FLC4D-RO-SW-2000L-UNV-L11-IC-LC4-RO-2000L-35K-DN-WFL- WH-WP LED 2000 26W 120-277V RECESSED VERIFY FINISH, MOUNTING, AND LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. L02A 4" APPERATURE RECESSED LINEAR. VERIFY LENGTH PER PLANS FOCAL POINT FSM4LP-RL-1000LF-35K-UNV-WH-XFT LED 1000/FT 9W/FT 120-277V RECESSED VERIFY FINISH, MOUNTING, AND LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. L02B 4" APPERATURE RECESSED LINEAR. VERIFY LENGTH PER PLANS FOCAL POINT FSM4LP-RL-625LF-35K-UNV-WH-XFT LED 625/FT 5W/FT 120-277V RECESSED VERIFY FINISH, MOUNTING, AND LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. L05A 4' SURFACE UTILITY LIGHT METALUX 4SNX-37SL-LC-UNV-L835-CD LED 4000 24W 120-277V SURFACE VERIFY FINISH, MOUNTING, AND LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. L07 UNDERCABINET LIGHT. VERIFY LENGTH PER PLANS BOCA NANOLUME-6W-35-277-DEG-W-F-C-0-10V DIRECT LED 618/FT 6W/FT 277V SURFACE VERIFY FINISH, MOUNTING, AND LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. X01 LOW PROFILE SNAP TOGETHER QUICK MOUNT DESIGN. FLAME RATED, UV STABLE ABS THERMOPLASTIC HOUSING. UNIVERSAL MOUNTING, CANOPY PROVIDED. POP OUT SHEVRON DIRECTIONAL INDICATIONS EASILY REMOVED AS REQUIRED. MOUNTS TO STANDARD 4 INCH SQUARE OUTLET BOX. SURE-LIGHTS EU-S-6-X-X LED - 4W 120-277V UNIVERSAL VERIFY FINISH, MOUNTING, AND LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. SCALE: NTS TYPICAL STANDALONE CONTROLS SYSTEM FOR ROOM1 12/15/25 CITY SUBMITTAL 1 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 9 : 2 6 : 0 3 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E002 TITLE 24 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 12/15/25 CITY SUBMITTAL 1 1 02/13/26 PCC#1 1 Dabc D D D D D D D D D D LV Dab P P LV P P P P P LV PPPPPPPPP P P Da b P P Da Da P P Da b Da b abcD P P P P P P P P P P 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 2.B 1 2 L02B BL2-1a' L02B BL2-1a'' L02B B2-INV-1a' EI L02B b' L02B BL2-1a'' L02B B2-INV-1a'' EI L02B BL2-1a'' L02B BL2-1b'' L02B BL2-1a'' L02B B2-INV-1a' EI L02B BL2-1b' L02B BL2-1a'' L02B BL2-1a' L02B BL2-1b' L02B BL2-1a'' L02B B2-INV-1a' EI L02B BL2-1b' L02B BL2-1a'' L02B BL2-1a' L02B BL2-1b' L02A BL2-2a'' L02A B2-INV-1a'' EI L02A BL2-2a' L02A BL2-2a' L02B B2-INV-1a EI L02B BL2-1b'' L02B B2-INV-1a' EI L02B BL2-1a' L02B BL2-1b'' L02B BL2-1a' L02B BL2-1a' L02B BL2-1b'' L02B B2-INV-1a' EI L02B BL2-1a' L02B BL2-1a L02B B2-INV-1a EI L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2 L02A BL2-2a L02A BL2-2 L02A BL2-2a L02A B2-INV-1a EI L02A BL2-2a L01A B2-INV-1b EI L01A BL2-2b L01A BL2-1c'' L01A BL2-1c'' L02A B2-INV-1a EI L02A BL2-2a L02A B2-INV-1a EI L02A B2-INV-1a EI L02A BL2-2a L02A B2-INV-1a EI L02B BL2-2a L02B BL2-2a L02B B2-INV-1a EI L02A B2-INV-1a'' EI L05A BL2-1 L05A B2-INV-1 EI L05A BL2-1 L05A BL2-1 L05A BL2-1 L05A BL2-1 L05A BL2-1 L05A BL2-1 X01 B2-INV-1 EI X01 B2-INV-1 EI X01 B2-INV-1 EI X01 B2-INV-1 EI X01 EI X01 B2-INV-1 EI X01 B2-INV-1 EI X01 B2-INV-1 EI X01 B2-INV-1 EI (30) GLOBAL CLASSROOM 010-110 STORAGE/JAN 010-140 SKILLS LAB 010-150 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) 2-HR EXIT PASSAGEWAY 002 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 EXAM ROOM 010-210 FURN STOR. 010-120 IT 010-160 L07 BL2-2b B2-INV-1BL2-2 BL2-1 1 2 1 2 1 2 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 2 6 : 1 4 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E100 LOWER LEVEL LIGHTING PLAN 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 KEYNOTES PRIMARY DAYLIGHT ZONE. SECONDARY DAYLIGHT ZONE. 1 GENERAL NOTES 1 SEE SHEET E000 FOR ELECTRICAL NOTES, SYMBOLS, AND ABBREVIATIONS. 2 ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL FIXTURES. 3 COORDINATE ALL LIGHT FIXTURE LOCATIONS WITH ARCHITECTS REFLECTED CEILING PLAN. 4 PROVIDE CIRCUITING CONDUIT AND WIRE AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM WITH CIRCUIT WIRING AS SHOWN ON THIS SHEET. 5 COORDINATE MOUNTING HEIGHT WITH ARCHITECTURAL PLANS. 6 WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF.CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL REFLECTED CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH-IN. SCALE: 1/8" = 1'-0" LOWER LEVEL LIGHTING PLAN1 2 12/15/25 CITY SUBMITTAL 1 TRACK TR A C K TRACK TR A C K TRACK TR A C K TRACK TR A C K TRACK TR A C K FEC FE C FEC Calculation Summary Label Units Avg Max Min Avg/Min Max/Min 002 RECEPTION_Floor Fc 32.20 42.5 20.5 1.57 2.07 003 GLOBAL CLASSROOM_Workplane Fc 45.19 58.6 25.8 1.75 2.27 004 FURN STOR_Floor Fc 35.02 39.3 28.7 1.22 1.37 005 SHARED CLASSROOM_Workplane Fc 41.14 93.7 15.4 2.67 6.08 006 COORIDOR_Floor Fc 25.32 43.9 11.1 2.28 3.95 007 STORAGE_Floor Fc 32.70 47.3 9.6 3.41 4.93 008 SKILLS LAB_Workplane Fc 38.47 58.0 15.4 2.50 3.77 009 IT_Workplane Fc 47.22 65.9 37.3 1.27 1.77 010 HOSPITAL ROOM_Floor Fc 25.50 33.4 22.2 1.15 1.50 011 HOSPITAL ROOM_Workplane Fc 33.90 48.3 26.9 1.26 1.80 012 OBSERV_Workplane Fc 41.47 45.3 39.5 1.05 1.15 013 HOSPITAL RM_Workplane Fc 33.49 48.0 25.6 1.31 1.88 014 EXAM RM_Workplane Fc 41.18 44.9 39.2 1.05 1.15 015 EXAM RM_Workplane Fc 41.12 44.9 39.1 1.05 1.15 016 EXAM RM_Workplane Fc 41.07 44.7 39.0 1.05 1.15 017 NURSING OFFICE_Workplane Fc 41.22 45.0 39.2 1.05 1.15 018 NURSING OFFICE_Workplane Fc 40.93 44.6 38.9 1.05 1.15 020 FACULTY KITCHENETTE_Workplane Fc 35.60 51.0 22.1 1.61 2.31 021 GLOBAL OFFICE_Workplane Fc 42.35 45.1 40.2 1.05 1.12 42.5 20.539.5 36.2 27.9 26.4 30.1 32.4 35.3 40.1 22.5 31.8 35.6 37.5 37.7 36.6 40.7 22.3 29.7 33.0 34.1 32.0 24.9 36.8 35.7 33.4 34.0 31.6 30.0 26.8 20.6 58.6 25.8 27.7 35.3 33.9 34.0 35.2 27.2 40.3 52.2 48.9 49.1 52.0 39.4 44.9 58.4 54.8 55.0 58.1 44.0 45.2 55.3 55.5 58.3 44.3 44.4 57.7 54.2 54.5 57.5 43.6 39.4 51.2 47.9 48.3 51.2 38.9 33.1 32.1 32.2 33.1 39.3 28.7 29.1 37.0 39.2 36.8 93.7 15.4 24.6 29.7 28.9 31.1 32.6 30.2 31.6 32.6 29.5 29.8 28.3 19.7 22.6 39.8 48.6 44.7 49.1 52.4 46.3 49.8 52.3 45.4 47.5 46.4 30.1 25.4 44.1 54.4 50.0 55.0 58.6 51.7 55.7 58.5 50.8 53.5 51.9 34.2 25.2 43.7 53.8 49.5 54.4 57.9 51.2 55.1 57.9 50.3 53.0 51.9 36.2 21.9 38.6 47.1 43.2 47.6 50.6 44.7 48.3 50.7 44.1 46.4 46.3 33.5 27.3 29.0 23.0 27.7 27.1 29.0 29.9 28.4 30.3 27.8 28.2 27.5 21.7 18.0 78.0 43.9 11.1 17.7 22.2 19.8 16.1 17.8 22.5 23.6 23.6 29.5 35.0 37.5 29.6 18.4 17.7 22.0 21.5 15.3 35.8 42.5 33.9 47.3 9.6 34.2 26.1 31.3 37.3 39.2 31.0 35.6 30.1 22.3 24.8 46.2 42.1 33.4 58.0 15.4 16.8 17.3 30.1 29.7 34.0 39.2 27.5 22.8 27.4 38.8 43.3 38.3 23.7 18.0 26.2 25.3 24.4 31.0 37.0 39.3 45.2 40.7 26.6 27.8 43.9 47.8 44.6 51.3 52.9 48.5 54.2 48.2 30.6 31.7 49.4 54.2 50.3 57.7 51.8 56.5 50.3 32.0 31.8 49.6 54.6 50.4 57.5 57.5 51.0 55.5 49.3 31.2 28.2 44.4 48.3 44.7 51.1 50.8 45.0 48.8 43.8 27.4 18.6 27.0 29.6 26.4 29.3 31.5 29.1 30.0 26.8 18.1 65.9 37.3 59.6 38.6 40.3 41.6 33.4 22.222.5 23.5 26.1 26.1 23.2 29.2 23.3 48.3 26.9 42.7 27.3 31.1 31.5 27.0 42.9 27.4 45.3 39.5 39.5 45.2 39.6 39.7 48.0 25.626.9 42.5 31.1 30.9 26.9 42.6 26.9 44.9 44.9 39.2 39.3 39.4 39.4 44.9 39.1 39.2 44.8 39.3 39.4 44.7 44.7 39.0 39.4 39.3 39.3 45.0 39.2 39.3 44.9 39.4 39.5 44.6 38.939.4 44.5 39.1 39.1 51.0 22.1 22.7 37.9 43.4 41.0 31.145.1 40.2 41.7 41.8 44.9 40.4 Calculation Summary Label Units Avg Max Min Avg/Min Max/Min 002 RECEPTION_Floor Fc 32.20 42.5 20.5 1.57 2.07 003 GLOBAL CLASSROOM_Workplane Fc 45.19 58.6 25.8 1.75 2.27 004 FURN STOR_Floor Fc 35.02 39.3 28.7 1.22 1.37 005 SHARED CLASSROOM_Workplane Fc 41.14 93.7 15.4 2.67 6.08 006 COORIDOR_Floor Fc 25.32 43.9 11.1 2.28 3.95 007 STORAGE_Floor Fc 32.70 47.3 9.6 3.41 4.93 008 SKILLS LAB_Workplane Fc 38.47 58.0 15.4 2.50 3.77 009 IT_Workplane Fc 47.22 65.9 37.3 1.27 1.77 010 HOSPITAL ROOM_Floor Fc 25.50 33.4 22.2 1.15 1.50 011 HOSPITAL ROOM_Workplane Fc 33.90 48.3 26.9 1.26 1.80 012 OBSERV_Workplane Fc 41.47 45.3 39.5 1.05 1.15 013 HOSPITAL RM_Workplane Fc 33.49 48.0 25.6 1.31 1.88 014 EXAM RM_Workplane Fc 41.18 44.9 39.2 1.05 1.15 015 EXAM RM_Workplane Fc 41.12 44.9 39.1 1.05 1.15 016 EXAM RM_Workplane Fc 41.07 44.7 39.0 1.05 1.15 017 NURSING OFFICE_Workplane Fc 41.22 45.0 39.2 1.05 1.15 018 NURSING OFFICE_Workplane Fc 40.93 44.6 38.9 1.05 1.15 020 FACULTY KITCHENETTE_Workplane Fc 35.60 51.0 22.1 1.61 2.31 021 GLOBAL OFFICE_Workplane Fc 42.35 45.1 40.2 1.05 1.12 42.5 20.539.5 36.2 27.9 26.4 30.1 32.4 35.3 40.1 22.5 31.8 35.6 37.5 37.7 36.6 40.7 22.3 29.7 33.0 34.1 32.0 24.9 36.8 35.7 33.4 34.0 31.6 30.0 26.8 20.6 58.6 25.8 27.7 35.3 33.9 34.0 35.2 27.2 40.3 52.2 48.9 49.1 52.0 39.4 44.9 58.4 54.8 55.0 58.1 44.0 45.2 55.3 55.5 58.3 44.3 44.4 57.7 54.2 54.5 57.5 43.6 39.4 51.2 47.9 48.3 51.2 38.9 33.1 32.1 32.2 33.1 39.3 28.7 29.1 37.0 39.2 36.8 93.7 15.4 24.6 29.7 28.9 31.1 32.6 30.2 31.6 32.6 29.5 29.8 28.3 19.7 22.6 39.8 48.6 44.7 49.1 52.4 46.3 49.8 52.3 45.4 47.5 46.4 30.1 25.4 44.1 54.4 50.0 55.0 58.6 51.7 55.7 58.5 50.8 53.5 51.9 34.2 25.2 43.7 53.8 49.5 54.4 57.9 51.2 55.1 57.9 50.3 53.0 51.9 36.2 21.9 38.6 47.1 43.2 47.6 50.6 44.7 48.3 50.7 44.1 46.4 46.3 33.5 27.3 29.0 23.0 27.7 27.1 29.0 29.9 28.4 30.3 27.8 28.2 27.5 21.7 18.0 78.0 43.9 11.1 17.7 22.2 19.8 16.1 17.8 22.5 23.6 23.6 29.5 35.0 37.5 29.6 18.4 17.7 22.0 21.5 15.3 35.8 42.5 33.9 47.3 9.6 34.2 26.1 31.3 37.3 39.2 31.0 35.6 30.1 22.3 24.8 46.2 42.1 33.4 58.0 15.4 16.8 17.3 30.1 29.7 34.0 39.2 27.5 22.8 27.4 38.8 43.3 38.3 23.7 18.0 26.2 25.3 24.4 31.0 37.0 39.3 45.2 40.7 26.6 27.8 43.9 47.8 44.6 51.3 52.9 48.5 54.2 48.2 30.6 31.7 49.4 54.2 50.3 57.7 51.8 56.5 50.3 32.0 31.8 49.6 54.6 50.4 57.5 57.5 51.0 55.5 49.3 31.2 28.2 44.4 48.3 44.7 51.1 50.8 45.0 48.8 43.8 27.4 18.6 27.0 29.6 26.4 29.3 31.5 29.1 30.0 26.8 18.1 65.9 37.3 59.6 38.6 40.3 41.6 33.4 22.222.5 23.5 26.1 26.1 23.2 29.2 23.3 48.3 26.9 42.7 27.3 31.1 31.5 27.0 42.9 27.4 45.3 39.5 39.5 45.2 39.6 39.7 48.0 25.626.9 42.5 31.1 30.9 26.9 42.6 26.9 44.9 44.9 39.2 39.3 39.4 39.4 44.9 39.1 39.2 44.8 39.3 39.4 44.7 44.7 39.0 39.4 39.3 39.3 45.0 39.2 39.3 44.9 39.4 39.5 44.6 38.939.4 44.5 39.1 39.1 51.0 22.1 22.7 37.9 43.4 41.0 31.145.1 40.2 41.7 41.8 44.9 40.4 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 2.B LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 2 6 : 1 8 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E101 LOWER LEVEL PHOTOMETRIC PLAN 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE: 1/8" = 1'-0" LOWER LEVEL PHOTOMETRICS1 12/15/25 CITY SUBMITTAL 1 TRACK TR A C K TRACK TR A C K TRACK TR A C K TRACK TR A C K TRACK TR A C K FEC FE C FEC Calculation Summary Label Units Avg Max Min Avg/Min Max/Min 002 RECEPTION_Floor Fc 12.98 19.3 4.1 3.17 4.71 003 GLOBAL CLASSROOM_Workplane Fc 11.18 29.2 1.6 6.99 18.25 005 SHARED CLASSROOM_Workplane Fc 7.67 24.6 1.0 7.67 24.60 006 COORIDOR_Floor Fc 10.97 21.3 2.2 4.99 9.68 007 STORAGE_Floor Fc 9.35 29.0 2.0 4.68 14.50 008 SKILLS LAB_Workplane Fc 10.11 28.0 1.8 5.62 15.56 020 FACULTY KITCHENETTE_Floor Fc 13.23 21.7 2.4 5.51 9.04 19.3 4.1 16.5 18.3 18.0 15.4 13.7 12.4 9.7 9.8 14.3 18.1 9.6 13.1 11.8 9.1 8.8 11.2 17.1 7.1 8.7 7.9 6.5 5.5 15.7 17.6 17.6 14.8 16.0 18.4 16.2 29.2 1.6 2.2 3.3 4.7 5.4 4.7 2.3 3.3 6.0 11.1 13.9 11.2 3.3 4.9 9.7 21.4 28.8 21.3 5.6 7.4 10.3 17.2 21.3 16.2 12.3 15.3 13.5 10.9 9.5 7.4 22.6 21.3 10.5 5.8 4.0 17.3 21.7 16.1 8.1 4.2 2.7 24.6 1.03.0 4.0 4.2 3.6 2.9 2.7 3.2 4.0 4.1 3.3 2.3 1.5 5.9 9.1 10.2 7.5 4.6 4.0 5.9 9.2 10.0 7.0 3.8 2.1 1.2 10.7 20.7 15.2 6.9 5.6 10.2 21.0 24.3 14.5 5.9 3.1 2.0 10.3 19.7 23.3 14.6 6.8 5.5 9.9 20.0 23.0 14.0 6.0 3.7 4.6 5.5 8.3 9.3 6.9 4.4 3.8 5.5 8.4 9.2 6.7 4.1 3.5 6.1 13.9 17.4 9.7 3.6 3.9 3.4 2.7 2.5 3.7 3.9 3.3 2.7 2.8 4.6 8.4 6.6 21.3 2.2 2.2 10.1 16.6 20.3 16.4 9.2 4.6 2.5 6.4 13.3 10.8 4.4 3.6 6.6 13.0 19.9 20.4 14.6 17.3 5.6 29.0 2.0 2.3 3.9 7.3 25.6 2.5 4.3 8.4 3.3 4.4 22.4 11.5 4.0 28.0 1.8 15.5 16.3 26.7 26.4 26.2 7.1 3.1 15.0 15.2 7.7 3.8 2.4 3.3 4.1 4.0 3.2 2.8 7.3 8.1 6.7 5.0 3.7 6.7 9.4 9.3 6.4 4.3 6.0 8.4 10.7 10.0 6.9 13.4 22.4 22.5 12.1 6.2 7.0 13.3 23.3 22.4 13.1 13.7 23.1 23.1 12.4 6.3 6.7 13.2 23.7 22.8 13.3 6.9 9.8 9.7 6.6 4.4 4.6 7.0 10.1 9.9 7.0 3.3 4.1 4.1 3.4 2.7 3.0 3.7 4.4 4.3 3.5 21.7 2.4 16.2 16.2 20.4 10.9 4.8 Calculation Summary Label Units Avg Max Min Avg/Min Max/Min 002 RECEPTION_Floor Fc 12.98 19.3 4.1 3.17 4.71 003 GLOBAL CLASSROOM_Workplane Fc 11.18 29.2 1.6 6.99 18.25 005 SHARED CLASSROOM_Workplane Fc 7.67 24.6 1.0 7.67 24.60 006 COORIDOR_Floor Fc 10.97 21.3 2.2 4.99 9.68 007 STORAGE_Floor Fc 9.35 29.0 2.0 4.68 14.50 008 SKILLS LAB_Workplane Fc 10.11 28.0 1.8 5.62 15.56 020 FACULTY KITCHENETTE_Floor Fc 13.23 21.7 2.4 5.51 9.04 19.3 4.1 16.5 18.3 18.0 15.4 13.7 12.4 9.7 9.8 14.3 18.1 9.6 13.1 11.8 9.1 8.8 11.2 17.1 7.1 8.7 7.9 6.5 5.5 15.7 17.6 17.6 14.8 16.0 18.4 16.2 29.2 1.6 2.2 3.3 4.7 5.4 4.7 2.3 3.3 6.0 11.1 13.9 11.2 3.3 4.9 9.7 21.4 28.8 21.3 5.6 7.4 10.3 17.2 21.3 16.2 12.3 15.3 13.5 10.9 9.5 7.4 22.6 21.3 10.5 5.8 4.0 17.3 21.7 16.1 8.1 4.2 2.7 24.6 1.03.0 4.0 4.2 3.6 2.9 2.7 3.2 4.0 4.1 3.3 2.3 1.5 5.9 9.1 10.2 7.5 4.6 4.0 5.9 9.2 10.0 7.0 3.8 2.1 1.2 10.7 20.7 15.2 6.9 5.6 10.2 21.0 24.3 14.5 5.9 3.1 2.0 10.3 19.7 23.3 14.6 6.8 5.5 9.9 20.0 23.0 14.0 6.0 3.7 4.6 5.5 8.3 9.3 6.9 4.4 3.8 5.5 8.4 9.2 6.7 4.1 3.5 6.1 13.9 17.4 9.7 3.6 3.9 3.4 2.7 2.5 3.7 3.9 3.3 2.7 2.8 4.6 8.4 6.6 21.3 2.2 2.2 10.1 16.6 20.3 16.4 9.2 4.6 2.5 6.4 13.3 10.8 4.4 3.6 6.6 13.0 19.9 20.4 14.6 17.3 5.6 29.0 2.0 2.3 3.9 7.3 25.6 2.5 4.3 8.4 3.3 4.4 22.4 11.5 4.0 28.0 1.8 15.5 16.3 26.7 26.4 26.2 7.1 3.1 15.0 15.2 7.7 3.8 2.4 3.3 4.1 4.0 3.2 2.8 7.3 8.1 6.7 5.0 3.7 6.7 9.4 9.3 6.4 4.3 6.0 8.4 10.7 10.0 6.9 13.4 22.4 22.5 12.1 6.2 7.0 13.3 23.3 22.4 13.1 13.7 23.1 23.1 12.4 6.3 6.7 13.2 23.7 22.8 13.3 6.9 9.8 9.7 6.6 4.4 4.6 7.0 10.1 9.9 7.0 3.3 4.1 4.1 3.4 2.7 3.0 3.7 4.4 4.3 3.5 21.7 2.4 16.2 16.2 20.4 10.9 4.8 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 2.B LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 2 6 : 2 2 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E102 LOWER LEVEL EGRESS PHOTOMETRIC PLAN 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE: 1/8" = 1'-0" LOWER LEVEL EGRESS PHOTOMETRICS1 12/15/25 CITY SUBMITTAL 1 FEC FE C FEC __ _ _ _ _ _ _ _ _ FB1 FB1 FB2 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB2 FB2 FB2 FB2 FB2FB1 P PL P PL P PL P PL P PL J J 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 2.B D +44" D D D D D +44" +44" DD +44"+44 +44"+44" +44" +60"+60" +44" D +36" E400 2 +44" D +44" +60" +60" +44" D +36" BP2-1 22 2 3 3 3 3 5 7 11 118 6 BP2-6,8,10 12 13 14 15 BP2-13,15 16 16 16 BP2-21 21 18 18 20 20 BP2-1818 BP2-25,27 25 27 BP2-22 BP2-29 BP2-24 BP2-31 BP2-26 18 BP2-28 BP2-37 28 BP2-30 BP2-39 3032 BP2-41 53 41 BP2-3434 34 34 BP2-43BP2-36 38 38 38 45 45 45 36 36 36 43 43 43 BP2-40,42 D 44 44 1 1 D BP2-12,14 BP2-17,19 51 BP2-44 44 2 BP2-2 38 BP2-38 45 BP2-45 16 16 16 51 BP2-47,49,51 75 8 10 9 BP2-4 17 47 14 40 6 25 27 15 12 BP2-23 49 BP2-5,7,9 BP2-16 1 (30) GLOBAL CLASSROOM 010-110 STORAGE/JAN 010-140 SKILLS LAB 010-150 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) 2-HR EXIT PASSAGEWAY 002 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170EXAM ROOM 010-210 FURN STOR. 010-120 IT 010-160BP2-53 32 32 E400 3D 51 9 BP2-46 46 1 1 46 46 1 2 BP2-3 32 BP2-32 BP2-11 D COPIER BP2-61 1 BP2-20 19 1 42 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 2 6 : 2 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E200 LOWER LEVEL POWER PLAN 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, NATIONAL ELECTRICAL CODE, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS AND ALL OTHER APPLICABLE CODES. 2 CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. 3 ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW & COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, AIR CONDITIONING, PLUMBING & ELECTRICAL. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION MAY BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. 4 DO NOT SCALE DRAWINGS - ALL DIMENSIONS & JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL. START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. 5 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND PROVIDE REPAIR OF ADJACENT EXISTING SURFACES, AREAS AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND/OR NEW WORK. 6 PROVIDE WEATHERPROOF JUNCTION BOXES, CONDUIT, FITTINGS AND ENCLOSURES AT ALL EXTERIOR LOCATIONS AND ALL WET OR DAMP INTERIOR LOCATIONS. 7 VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 8 THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. 9 ALL DEVICES AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH A.D.A. REQUIREMENTS. 10 CONTRACTOR SHALL CONCEAL ALL CONDUIT FITTINGS AND DEVICES FROM PUBLIC VIEW WHERE REASONABLY POSSIBLE. 11 CONTRACTOR SHALL ENSURE THAT ALL CONDUIT, FIXTURES, FITTINGS, AND DEVICES LOCATED IN PUBLIC AREAS ARE TAMPERPROOF AND PROTECTED FROM PHYSICAL DAMAGE. 12 MULTI-WIRE BRANCH CIRCUITS SUPPLYING POWER TO THE SYSTEM FURNITURE SHALL BE PROVIDED WITH A MEANS TO DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED CONDUCTORS AT POWER PANEL BOARD WHERE THE BRANCH CIRCUITS ORIGINATE. 13 THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION & SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS & WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND GOVERNING REGULATIONS & SHALL MEET WITH THE APPROVAL OF THE CITY AND STATE FIRE MARSHAL. 14 ALL ROOMS AND FACILITIES IN THIS SUITE SHALL BE FOR TRAINING PURPOSES ONLY. NO PATIENT CARE SHALL BE PERFORMED. ANY PROCEDURES, TREATMENTS, EXAMINATIONS, ETC SHALL BE SIMULATIONS. SCALE: 1/8" = 1'-0" LOWER LEVEL POWER PLAN1 KEYNOTES PROVIDE AND INSTALL JUNCTION BOX FOR POWER CONNECTION TO MOTORIZED PROJECTOR SCREENS. COORDIANTE EXACT UNIT FEED LOCATION WITH MANUFACTURER PRIOR TO ROUGH-IN. PROVIDE SINGLE-CHANNEL WIREMOLD RACEWAY MOUNTED AT BASE OF MULLION ON FINISHED FLOOR FOR POWER. PROVIDE QUANTITY AND LENGTHS AS REQUIRED. LEGRAND 3000 SERIES RACEWAY, FINISHED TO MATCH EXISTING MULLIONS. 11 2 E700 2 12/15/25 CITY SUBMITTAL 1 1 02/13/26 PCC#1 1 FE C FEC __ _ _ _ _ _ _ _ _ J J J M M M M M M M M MM M MM M M M J J J J J J M J 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C 2.B FC 0-1-2 FC 0-1-1 FC 0-1-6 FC 0-1-8 FC 0-1-10 FC 0-1-3 FC 0-1-5 FC 0-1-9 FC 0-1-17 FC 0-1-15 FC 0-1-12 SAV 0-4 SAV 0-3 FC 0-1-11 FC 0-1-13 FC 0-1-7 HRB 0-1-2 HRB 0-1-3 HRB 0-1-1 SAV 0-1 (30) GLOBAL CLASSROOM 010-110 RECEPTION 010-100 GLOBAL OFFICE 010-270 STAFF BREAK 010-260 NURSING OFFICE 010-250 NURSING OFFICE 010-240 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 OBSERV. 010-190 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 SKILLS LAB 010-150 IT 010-160 CORRIDOR 010-50 STORAGE/JAN 010-140 (50) SHARED CLASSROOM 010-130 FURN STOR. 010-120 EAV 0-2 SAV 0-2 EAV 0-1 SSFC 0-1 21 3 4 4 SSCU 0-15 EWH-2 CP-2 FC 0-1-4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 4 4 4 BP2-48,50 52,54 52,54 BP2-52,54 56,58 56,58 BP2-56,58 78,80 BP2-78,80 60,62 BP2-60,62 B20 B20 B20 B20 B20 82,84 BP2-82,84 B20 78,80 4 BP2-66,68 BP2-72,74,76 BP2-70 B20 Δ20 64 64 6464 64 64 64 64 BP2-64 48,50 6 7 8 B20 B20 B20 B20 B20 B20 B20B20 B20 BP2-35 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 2 6 : 3 2 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E300 LOWER LEVEL MECH POWER PLAN 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH CITY CODES, NATIONAL ELECTRICAL CODE, STATE OF CALIFORNIA ENERGY CONSERVATION STANDARDS AND ALL OTHER APPLICABLE CODES. 2 CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES. 3 ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW & COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING ARCHITECTURAL, STRUCTURAL, AIR CONDITIONING, PLUMBING & ELECTRICAL. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION MAY BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER. 4 DO NOT SCALE DRAWINGS - ALL DIMENSIONS & JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL. START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. 5 CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND PROVIDE REPAIR OF ADJACENT EXISTING SURFACES, AREAS AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY DEMOLITION AND/OR NEW WORK. 6 PROVIDE WEATHERPROOF JUNCTION BOXES, CONDUIT, FITTINGS AND ENCLOSURES AT ALL EXTERIOR LOCATIONS AND ALL WET OR DAMP INTERIOR LOCATIONS. 7 VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. 8 THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM. 9 ALL DEVICES AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH A.D.A. REQUIREMENTS. 10 CONTRACTOR SHALL CONCEAL ALL CONDUIT FITTINGS AND DEVICES FROM PUBLIC VIEW WHERE REASONABLY POSSIBLE. 11 CONTRACTOR SHALL ENSURE THAT ALL CONDUIT, FIXTURES, FITTINGS, AND DEVICES LOCATED IN PUBLIC AREAS ARE TAMPERPROOF AND PROTECTED FROM PHYSICAL DAMAGE. 12 MULTI-WIRE BRANCH CIRCUITS SUPPLYING POWER TO THE SYSTEM FURNITURE SHALL BE PROVIDED WITH A MEANS TO DISCONNECT SIMULTANEOUSLY ALL UNGROUNDED CONDUCTORS AT POWER PANEL BOARD WHERE THE BRANCH CIRCUITS ORIGINATE. 13 THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION & SERVICES NECESSARY FOR COMPLETION OF THE WORK. ALL MATERIALS & WORK SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND GOVERNING REGULATIONS & SHALL MEET WITH THE APPROVAL OF THE CITY AND STATE FIRE MARSHAL. 14 ALL ROOMS AND FACILITIES IN THIS SUITE SHALL BE FOR TRAINING PURPOSES ONLY. NO PATIENT CARE SHALL BE PERFORMED. ANY PROCEDURES, TREATMENTS, EXAMINATIONS, ETC SHALL BE SIMULATIONS. KEYNOTES PROVIDE 20A 2P NEMA 1 MOTOR RATED SNAP SWITCH FOR POWER CONNECTION TO MECHANICAL EQUIPMENT. COORDINATE UNIT FEED LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN. PROVIDE AND INSTALL J-BOX FOR POWER CONNECTION TO MECHANICAL EQUIPMENT. COORDINATE UNIT FEED LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN. INDOOR UNIT POWERED BY OUTDOOR UNIT. COORDINATE CONTROL WIRING WITH MANUFACTURER SHOP DRAWINGS. PROVIDE AND INSTALL J-BOX FOR POWER CONNECTION TO VAV LOW VOLTAGE TRANSFORMER PROVIDE BY OTHERS. COORDINATE UNIT FEED LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN. PROVIDE 30A 2P NEMA 3R FUSED DISCONECT SWITCH FOR POWER CONNECTION TO MECHANICAL EQUIPMENT. PROVIDE FUSE SIZE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. COODINATE UNIT FED LOCATION WITH MECHANICAL PRIOR TO ROUGH-IN. PROVIDE 30A 3P NEMA 1 FUSED DISCONECT SWITCH FOR POWER CONNECTION TO PLUMBING EQUIPMENT. PROVIDE FUSE SIZE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. COODINATE UNIT FED LOCATION WITH PLUMBING PRIOR TO ROUGH-IN. PROVIDE 20A 2P NEMA 1 MOTOR RATED SNAP SWITCH FOR POWER CONNECTION TO PLUMBING EQUIPMENT. COORDINATE UNIT FEED LOCATION WITH PLUMBING PRIOR TO ROUGH-IN. HOMERUN EXTERIOR EQUIPMENT BRANCH CIRCUIT VIA TRENCH IN THIS LOCATION. COORDINATE EXACT TRENCH LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. INSTALLATION SHALL COMPLY WITH NEC 300.5 FOR MINIMUM COVER REQUIREMENTS AND SEPARATION FROM OTHER DISCIPLINES. 1 SCALE: 1/8" = 1'-0" LOWER LEVEL MECH POWER PLAN1 2 3 4 5 6 7 8 12/15/25 CITY SUBMITTAL 1 T FUTURE UGPS FUTURE M/M FUTURE DIST FUTURE DIST 2HDB W/W2MSA METER ROOM 2170 BP2 T-BP2 BL2 B2-INV 1 2 (E) IDF 139 (E) ELECTRICAL 138 33 35 33 BP2-33 L5-20RL5-20R D D5557 IT 010-160BP2-35 BP2-55,57,59 59D L5-20R LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/4" = 1'-0" 2/ 1 3 / 2 0 2 6 9 : 2 6 : 3 3 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E400 ENLARGED PLANS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 KEYNOTES SCALE: 1/4" = 1'-0" ENLARGED MAIN ELECTRICAL ROOM - LEVEL 011 SCALE: 1/4" = 1'-0" ELECTRICAL 138 / IDF 1392 EXISTING (3) 2"C FROM MAIN ELECTRICAL METER ROOM 2170 ON LEVEL 1. (NIC.) EXISTING (4) 4"C FLOOR SLEEVES TO LEVEL 1 ELECTRICAL ROOM 2131 (NIC.) SCALE: 1/4" = 1'-0" IT 010-1603 1 2 12/15/25 CITY SUBMITTAL 1 1600 AF 1600 AT 3P MMMM 100 AF 60 AT 3P 100 AF 100 AT 3P 250 AF 125 AT 3P 100 AF 50 AT 3P 1200 AF 1000 AT 3P MMMMMM MMMMMM MMMMMM MMMMMM 100 AF 90 AT 3P 100 AF 90 AT 3P 100 AF 90 AT 3P 400 AF 400 AT 3P 100 AF 30 AT 3P (1)#3/0 C.U.(1)#3/0 CU. G N 4000A UGPS G N LSIG 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 4000 AF 3000 AT 3P EXIST. MAIN SWITCHBOARD '2MSA' 4000A 480Y/277V 3PH 4W 65KAIC 100% RATED CU BUS NEMA 1 2 3 41 SPD EXIST. DISTRIBUTION PANELBOARD '2HDB' 1600A 480Y/277V 3PH 4W 65KAIC 100% RATED CU BUS NEMA 1 60 5 6 PANEL 2LCP EXIST. 100 400AS 400AF 3P LUGS WIREWAY 400A EXIST. TMB2 400A 480Y/277V 3PH 4W 65KAIC 100% CU BUS NEMA 1 225 AF 200 AT 3P 225 AF 125 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P EXIST. TMB1 400A 480Y/277V 3PH 4W 65KAIC 100% CU BUS NEMA 1 WIREWAY 400 225 AF 200 AT 3P 225 AF 40 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P EXISTING 3000A COPPER BUS DUCT RISER INCOMING POWER PER UTILITY CO. (1)#3/0 AWG (CU) UFER GROUND WITH (1)#3/0 (CU) BOND TO COLD WATER SERVICE AND BUILDING STEEL 1600 1000 400AS 400AF 3P 400 400AS 400AF 3P 400AS 400AF 3P 75KVA T-2P #2AWG, 3/4"C. 30KVA T-2M #8AWG, 3/4"C. 125 50 T225 T100 PANEL 2L EXIST. 70 7 128 SPARE 40 FOR FUTURE 300KW PV SYSYTEM 40 40 ELEVATOR #1 ELEVATOR #2 ELEVATOR #3 PANEL 2M4A EXIST. 400 ST ST ST LSIG LSIG 90 90 90 Isc=11.0kAFC Vd=0.4% Isc=5.0kAFC Vd=1.3% Isc=3.3kAFC Vd=1.0% Isc=5.0kAFC Vd=1.4% Isc=8.0kAFC Vd=0.7% Isc=8.0kAFC Vd=0.7% Isc=8.0kAFC Vd=0.7% Isc=33.0KAFC Vd=1.2% Isc=31.0KAFC Vd=1.3% Isc=4.2kAFC Vd=0.4% Isc=6.5kAFC Vd=0.5% Isc=58.0kAFC Vd=0.2% Isc=62.3kAFC Vd=0.1% 9 7.5 DUPLEX SUM PUMP 30 Isc=2.0kAFC Vd=2.0% 10 (2)SPACES 11 7.5 20 TYP. CONTROLLER EXIST EXIST PANEL 2M4 EXIST. EXIST EXIST FUTURE 225 AF 200 AT 3P FUTURE FUTURE FUTURE EXIST FUTURE FUTURE FUTURE FUTURE PANEL 2HL EXIST. PANEL 2P EXIST. PANEL 2M EXIST. EXIST EXIST EXIST EXIST EXISTEXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST EXIST. LUGS 400A Isc=43.2kAFC Vd=0.05% Isc=48.2kAFC Vd=0.01% TO EXISTING TRANSFORMER T-1M1 TO EXISTING PANEL 1L1 TO EXISTING TRANSFORMER T-2M1 TO EXISTING PANEL 2L1 TO SOUTH BASEMENT TENANT LUGS WIREWAY 400A 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P LUGS WIREWAY 400A 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 225 AF 200 AT 3P 400 400 FUTURE TMB3 400A 480Y/277V 3PH 4W 65KAIC 100% CU BUS NEMA 1 FUTURE TMB4 400A 480Y/277V 3PH 4W 65KAIC 100% CU BUS NEMA 1 1 1 Isc=14.7kAFC Vd=0.85% Isc=12.9kAFC Vd=0.12% Isc=5.8kAFC Vd=0.15% (2)#12AWG, IN 3/4"C.+(1)#12AWG G. Isc=7.1kAFC Vd=0.30% 200 BP2 PANEL BL2 PANEL T-BP2 75KVA NEMA 1 125Δ 225Y (1)#2AWG, 3/4"C. SD B2-INV PANEL 200200 200 200 200 200 - PANEL - PANEL - PANEL - PANEL - PANEL - PANEL 200200 200 200 200 200 - PANEL - PANEL - PANEL - PANEL - PANEL - PANEL LEVEL 1 LEVEL 02 LEVEL 03 LEVEL 04 ROOF GENERAL NOTES: 1. DASHED LINES DENOTES SCOPE OF WORK BY FUTURE TENANTS. 2. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE. 3. PROVIDE SHORT CIRCUIT LABEL COMPLIANT WITH NEC 110.21(B)(3). KEY NOTES: 1.6KW CAPACITY EMERGENCY LIGHTING INVERTER AS MANUFACTURED BY MYERS #6-EM-2-S-BD2002 OR APPROVED EQUAL. 90 MINUTE MINIMUM RUNTIME. WALL MOUNTED INSIDE ELECTRICAL ROOM. COORDINATE LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. LOWER LEVEL LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 9 : 2 6 : 3 4 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E500 SINGLE LINE DIAGRAM 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 12/15/25 CITY SUBMITTAL 1 1 02/13/26 PCC#1 1 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 9 : 2 6 : 3 5 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E600 PANEL SCHEDULES 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 BL2-- - - -BP2 B2-INV -- NOTES: EXISTING 70 VA 100.00% 70 VA POWER 13180 VA 100.00% 13180 VA TOTAL EST. DEMAND:66 A RECEPTACLE 23240 VA 71.51% 16620 VA TOTAL CONN:71 A Motor 2912 VA 125.00% 3640 VA TOTAL EST. DEMAND:54460 VA LIGHTING 4336 VA 125.00% 5420 VA TOTAL CONN. LOAD:59307 VA MOTOR/HVAC 15750 VA 100.00% 15750 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS NEC ARTICLE 220 54.5 kVA 65.5 AMPSCONNECTED LOAD 59.3 kVA 71.3 AMPS 88.8 60.9 65.6 AMPSADDITONAL LOAD SUMMARY: TOTAL 24.4 16.9 18.0 kVA-- 41 -- -- -- 17 1.1 1 20 B2-INV 42 -- 39 -- -- -- 16.9 0 1 20 SPARE 40 -- 37 T-BP2 125 3 21.3 0 1 20 SPARE 38 ---- 35 SPARE 20 1 0 0 1 20 SPARE 36 ---- 33 SPARE 20 1 0 0 1 20 SPARE 34 ---- 31 SPARE 20 1 0 0 1 20 SPARE 32 ---- 29 SPARE 20 1 0 0 1 20 SPARE 30 ---- 27 SPARE 20 1 0 0 1 20 SPARE 28 ---- 25 SPARE 20 1 0 0 1 20 SPARE 26 ---- 23 SPARE 20 1 0 0 1 20 SPARE 24 ---- 21 SPARE 20 1 0 0 1 20 SPARE 22 ---- 19 SPARE 20 1 0 0 1 20 SPARE 20 ---- 17 SPARE 20 1 0 0 1 20 SPARE 18 ---- 15 SPARE 20 1 0 0 1 20 SPARE 16 ---- 13 SPARE 20 1 0 0 1 20 SPARE 14 ---- 11 SPARE 20 1 0 0 1 20 SPARE 12 ---- 9 SPARE 20 1 0 0 1 20 SPARE 10 ---- 7 SPARE 20 1 0 0 1 20 SPARE 8 ---- 5 SPARE 20 1 0 0 1 20 SPARE 6 ---- 3 SPARE 20 1 0 0 1 20 SPARE 4 --1 NURSING LIGHTING - NORTH 20 1 2 1.3 1 20 NURSING LIGHTING - SOUTH 2 NOTES CKT LOAD SERVED BRKR PL A B C PL BRKR LOAD SERVED CKT NOTES MOUNT: SURFACE 100% RATED NEUTRAL, GROUND BAR LOCATION: (E) ELECTRICAL 138 25 kAIC FED FROM: 2MSA NEW PANEL BL2 3PH 4WIRE 480Y/277V 200 A MAIN CIRCUIT BREAKER 1. Provide with GFCI circuit breaker. NOTES: EXISTING 70 VA 100.00% 70 VA TOTAL EST. DEMAND:137 A POWER 13180 VA 100.00% 13180 VA TOTAL CONN:153 A RECEPTACLE 23240 VA 71.51% 16620 VA TOTAL EST. DEMAND:49260 VA Motor 2912 VA 125.00% 3640 VA TOTAL CONN. LOAD:55152 VA MOTOR/HVAC 15750 VA 100.00% 15750 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS NEC ARTICLE 220 49.3 kVA 136.7 AMPSCONNECTED LOAD 55.2 kVA 153.1 AMPS 177.5 140.6 141.8 AMPSADDITONAL LOAD SUMMARY: TOTAL 21.3 16.9 17.0 kVA-- 83 SPARE 20 1 0 0.9 -- -- -- 84 ---- 81 SPARE 20 1 0 0.9 2 20 FC 0-1-4 / FC 0-1-5 82-- 79 SPARE 20 1 0 1.4 -- -- -- 80 ---- 77 SPARE 20 1 0 1.4 2 20 FC 0-1-6 / FC 0-1-7 / FC 0-1-11 78-- 75 SPARE 20 1 0 1.8 -- -- -- 76 ---- 73 SPARE 20 1 0 1.8 -- -- -- 74 ---- 71 SPARE 20 1 0 1.8 3 20 EWH-1 72-- 69 SPARE 20 1 0 0.1 1 20 CP-1 70-- 67 SPARE 20 1 0 1.5 -- -- -- 68 ---- 65 SPARE 20 1 0 1.5 2 20 SSCU 0-1 66-- 63 SPARE 20 1 0 0.6 1 20 SAV / HRB / EAV 6461 COPIER CORRIDOR 20 1 1 1 -- -- -- 62 --59 IT 010-160 SERVER RACK RECEPT. 20 1 1.2 1 2 20 FC 0-1-12 / FC 0-1-13 6057 IT 010-160 SERVER RACK RECEPT. 20 1 1.2 1.4 -- -- -- 58 --55 IT 010-160 SERVER RACK RECEPT. 20 1 1.2 1.4 2 20 FC 0-1-9 / FC 0-1-15 / FC 0-1-17 5653 DEDICATED HOSPITAL ROOM 010-200 20 1 0.2 1.4 -- -- -- 54 --1 51 RECEPT STAFF KITCHENETTE 010-260 20 1 0.5 1.4 2 20 FC 0-1-1 / FC 0-1-2 / FC 0-1-8 5249 RECEPT STAFF KITCHENETTE 010-260 20 1 0.4 1.5 -- -- -- 50 --47 RECEPT STAFF KITCHENETTE 010-260 20 1 0.2 1.5 2 20 FC 0-1-3 / FC 0-1-10 4845 RECEPT NURSING OFFICE 010-240 20 1 1.3 0.6 1 20 RECEPT SHARED CLASS.... 4643 RECEPT EXAM ROOM 010-220 20 1 0.9 0.9 1 20 RECEPT GLOBAL OFFICE 010-270 4441 RECEPT HOSPITAL ROOM 010-200 20 1 0.4 0.2 1 20 RECEPT STAFF KITCHENETTE 010-260 42 39 DEDICATED HOSPITAL ROOM 010-180 20 1 0.2 0.4 1 20 RECEPT STAFF KITCHENETTE 010-260 40 37 DEDICATED HOSPITAL ROOM 010-170 20 1 0.2 1.3 1 20 RECEPT NURSING OFFICE 010-250 3835 RECEPT IT 010-160 20 1 0.4 0.9 1 20 RECEPT EXAM ROOM 010-230 3633 RECEPT IT 010-160 20 1 0.4 0.9 1 20 RECEPT EXAM ROOM 010-210 3431 DEDICATED SKILLS LAB 010-150 20 1 0.2 0.9 1 20 RECEPT OBSERV. 010-190 3229 DEDICATED SKILLS LAB 010-150 20 1 0.2 0.4 1 20 RECEPT HOSPITAL ROOM 010-180 3027 RECEPT SKILLS LAB 010-150 20 1 0.7 0.4 1 20 RECEPT HOSPITAL ROOM 010-170 2825 RECEPT SKILLS LAB 010-150 20 1 0.7 0.2 1 20 DEDICATED SKILLS LAB 010-150 2623 RECEPTACLE SKILLS LAB 010-150 20 1 0.2 0.2 1 20 DEDICATED SKILLS LAB 010-150 2421 RECEPT STORAGE/JAN 010-140 20 1 0.4 0.2 1 20 DEDICATED SKILLS LAB 010-150 2219 AV SHARED CLASSROOM 010-130 20 1 0.2 0.5 1 20 RECEPT SKILLS LAB 010-150 2017 AV SHARED CLASSROOM 010-130 20 1 0.2 0.9 1 20 RECEPT SKILLS LAB 010-150 1815 RECEPT SHARED CLASSROOM... 20 1 0.5 1.1 1 20 RECEPT SHARED CLASSROOM... 1613 RECEPT SHARED CLASSROOM... 20 1 0.5 0.4 1 20 RECEPT SHARED CLASSROOM... 1411 RECEPT SHARED CLASSROOM... 20 1 0.5 0.4 1 20 RECEPT SHARED CLASSROOM... 129 RECEPT SHARED CLASSROOM... 20 1 1 0.2 1 20 RECEPT GLOBAL CLASSROOM... 107 RECEPT GLOBAL CLASSROOM... 20 1 0.7 0.4 1 20 RECEPT GLOBAL CLASSROOM... 85 RECEPT GLOBAL CLASSROOM... 20 1 0.7 0.5 1 20 RECEPT GLOBAL CLASSROOM... 63 RECEPT GLOBAL CLASSROOM... 20 1 0.7 0.2 1 20 RECEPTACLE RECEPTION 010-100 41 RECEPT VESTIBULE 001 20 1 1.1 1.3 1 20 RECEPT RECEPTION 010-100 2 NOTES CKT LOAD SERVED BRKR PL A B C PL BRKR LOAD SERVED CKT NOTES MOUNT: SURFACE 100% RATED NEUTRAL, GROUND BAR LOCATION: (E) ELECTRICAL 138 10 kAIC FED FROM: T-BP2 NEW PANEL BP2 3PH 4WIRE 208Y/120V 225 A MAIN CIRCUIT BREAKER Total Estimated Demand Amps:5 A Total Est....1.3 kVA Total Conn. Amps 4 A Total Conn. Load:1 kVA LIGHTING 1053 VA 125.00% 1317 VA Load Classification Connected Load Demand Factor Estimated Demand Switchboard Totals 1053 VA 4 PROVISIONED SPACE -- -- 3 PROVISIONED SPACE -- -- 2 PROVISIONED SPACE -- -- 1 LIGHTING 1053 VA 4 A CKT Circuit Description Load Connected Amps B2-INV EXISTING 70 VA 100.00% 70 VA POWER 13180 VA 100.00% 13180 VA Total Estimated Demand Amps:1391 A LIGHTING 4336 VA 125.00% 5420 VA Total Est....1156.3 kVA Spare 1101891 VA 100.00% 1101891...Total Conn. Amps 1397 A RECEPTACLE 23240 VA 71.51% 16620 VA Total Conn. Load:1161 kVA Motor 2912 VA 125.00% 3640 VA Load Classification Connected Load Demand Factor Estimated Demand Switchboard Totals 1161185 VA 8 EXISTING TMB2 123979 VA -- 7 EXISTING TMB1 66801 VA -- 6 SPARE 0 VA -- 5 SPARE 0 VA -- 4 EXISTING 2HBD 862601 VA -- 3 SPARE 0 VA -- 2 SOUTH TENANT TI 48510 VA -- 1 BL2 59307 VA 71 A CKT Circuit Description Load Connected Amps 2MSA 2MSA - LARGEST MOTOR LARGEST MOTOR LARGEST MOTOR EXISTING 12/15/25 CITY SUBMITTAL 1 1 02/13/26 PCC#1 1 GENERAL NOTES: INSTALL PER MANUFACTURER'S RECOMMENDATIONS.1. PROVIDE (1) 1-1/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR TELE/DATA. PROVIDE (1) 3/4" CONDUIT TO ACCESSIBLE CEILING SPACE FOR POWER. WIREMOLD #881 PVC FLOOR BOX WIREMOLD #881RC4ATCXX MULTIPLE SERVICE COVER (FINISH PER ARCHITECT) SLIDE COVERS TYPICAL NOTES: 1. TYPICAL FOR WOOD AND METAL STUD ROUGH-IN. 2. PLASTER RINGS NOT SHOWN. 3. LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, AND WITH ALL APPLICABLE SHOP DRAWINGS. 4. IN ACCORDANCE WITH IBC OUTLETS ON OPPOSITE SIDES OF WALLS OR PARTITIONS IN THE SAME STUD SPACE MUST BE SEPARATED BY A MINIMUM OF 24" HORIZONTAL DISTANCE. TYPICAL WALL OUTLET BAR STRAPS BAR STRAPS BAR STRAPS TYPICAL OUTLET BOX TYPICAL OUTLET BOX BOX SUPPORT AS REQUIRED FOR TYPE OF CONSTRUCTION PROVIDE CONDUIT SUPPORT IN ACCORDANCE WITH NEC SPACING REQUIREMENTS FOR TYPE OF RACEWAY REQUIRED. SCALE: NTS TYPICAL ROUGH-IN REQUIREMENTS DETAIL1 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 3 / 2 0 2 6 9 : 2 6 : 3 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E700 DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE: NTS FLUSH FLOOR RATED QUAD POWER DATA FLOOR BOX2 12/15/25 CITY SUBMITTAL 1 DOMESTIC COLD WATER DOMESTIC HOT WATER DOMESTIC HOT WATER RETURN DOMESTIC HOT WATER (140°F) DOMESTIC HOT WATER RETURN (140°F) INDUSTRIAL COLD WATER INDUSTRIAL HOT WATER INDUSTRIAL HOT WATER RETURN SANITARY SEWER VENT COMBINATION SANITARY WASTE & VENT GREASE WASTE COMBINATION GREASE WASTE & VENT STORM DRAIN OVERFLOW STORM DRAIN NATURAL GAS -LOW PRESSURE NATURAL GAS -MEDIUM PRESSURE CONDENSATE DRAINAGE INDIRECT WASTE COMPRESSED AIR PUMP DISCHARGE TRAP PRIMER PIPING OIL WASTE TEMPERED WATER SOFTENED COLD WATER FILTERED COLD WATER REVERSE OSMOSIS WATER FIRE PROTECTION SOLAR HOT WATER SUPPLY SOLAR HOT WATER RETURN GRAY WATER NON-POTABLE WATER ACID RESISTANT WASTE ACID RESISTANT VENT ENGINE COOLANT ENGINE OIL GEAR OIL CHASSIS GREASE AUTOMATIC TRANSMISSION FLUID WASTE ENGINE COOLANT WASTE ENGINE OIL PIPING BELOW GRADE (ANY SYSTEM) CW HW HWR HW140 HWR140 ICW IHW IHWR SAN V CWV GW CGWV ST OST G MPG CD IW CA PD TP OW TW SCW FCW RO FP SHWS SHWR GRY NPW AW AV EC EO GO CG ATF WEC WEO XXX PLUMBING PIPING SYSTEM LEGEND LINETYPE ABBREV DESCRIPTION CW HW HWR HW140 HWR140 ICW IHW IHWR SAN V CWV GW CGWV ST OST G MPG CD IW CA PD TP OW TW SCW FCW RO FP SHWS SHWR GRY NPW AW AV EC EO GO CG ATF WEC WEO XXX T PLUMBING SYMBOLS LEGEND T DESCRIPTIONSYMBOL ACCESS PANEL BALL VALVE POINT OF CONNECTION DIRECTION OF WATER FLOW DESCRIPTIONSYMBOL DESCRIPTIONSYMBOL CLEAN-OUT ELBOW 90° DOWN ELBOW 90° UP FLEXIBLE CONNECTION UNION CAP TEE DOWN TEE UP CHECK VALVE (SWING GATE) ANGLE GLOBE VALVE CALIBRATED BALANCE VALVE THERMOMETER CONTROL VALVE (3-WAY) PRESSURE GAUGE PT (PRESSURE & TEMPERATURE) TEST PORT INLINE PUMP (ARROW IS DIRECTION OF FLOW) REMOVE EXISTING TO THERMOSTAT (DASHED LINE RUNS TO CONTROLLED DEVICE) TEMPERATURE SENSOR FS BUTTERFLY VALVE PLUG VALVE GATE VALVE GLOBE VALVE PIPING -FLOW SWITCH SOLENOID VALVE REDUCER SHUT-OFF VALVE (VERTICAL) PIPE GUIDE PIPE ANCHOR T WALL HYDRANT WATER HAMMER ARRESTOR ANGLE GATE VALVE ELEV PLAN BACKFLOW PREVENTER CO CLEAN-OUT IN VERTICALCO COMPRESSED AIR OUTLET DRAIN VALVE FLOOR DRAIN GAS REGULATOR FLOOR SINK HOSE BIBB HOSE & QUICK COUPLERS LUBRICATOR GAS METER MIXING VALVE M QUICK DISCONNECT ROOF DRAIN PRESSURE RELIEF VALVE (TEMPERATURE & PRESSURE) PRESSURE REDUCING VALVE T&P PRESSURE RELIEF VALVE (TEMPERATURE) T PRESSURE RELIEF VALVE (PRESSURE) P PRESSURE REGULATOR TRAP -ELEVATION VENT THROUGH ROOF WH-# WHA-"X" KEYNOTE# DESCRIPTIONSYMBOL EXPANSION JOINT ELBOW 45° ELBOW 90° FLOOR CLEAN-OUT FCO FILTER/REGULATOR FILTER FILTER/REGULATOR/LUBRICATOR F/R F/R/L DESCRIPTIONSYMBOL OR OR WATER METERW HB-# SHUT OFF VALVE (GENERIC) STRAINER WITH VALVED AND CAPPED BLOW DOWN STRAINER GAS COCK PLUMBING ABBREVIATIONS ABB DESCRIPTION ADA ABV AC AD AFF AFG AFR AHU AP APPROX ARCH AST BAS BFP BLDG BLW BOF BOT BTU C CB CFH CI CLG CO CONC COND CONN CONT CONTR CPVC CU CU FT CWBT CWR CWS DCV DEG DF DFU DI AMERICANS W/ DISABILITIES ACT ABOVE AIR COMPRESSOR ACCESS DOOR, AIR DRYER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED ROOF AIR HANDLING UNIT ACCESS PANEL APPROXIMATE(LY) ARCHITECT OR ARCHITECTURAL ABOVE GROUND STORAGE TANK BUILDING AUTOMATION SYSTEM BACKFLOW PREVENTER BUILDING BELOW BOTTOM OF FOOTING BOTTOM BRITISH THERMAL UNIT CELCIUS CATCH BASIN CUBIC FEET PER HOUR CAST IRON CEILING CLEANOUT CONCRETE CONDENSATION CONNECTION CONTINUOUS, CONTINUATION CONTRACTOR CHLORINATED POLYVINYL CHLORIDE COPPER CUBIC FEET CHILLED WATER BUFFER TANK CHILLED WATER RETURN CHILLED WATER SUPPLY DOUBLE CHECK VALVE BFP DEGREE(S) DRINKING FOUNTAIN DRAINAGE FIXTURE UNITS DUCTILE IRON DIA DN DWG EC EL ELEC ELEV ESEW ET ETD ETR (E), EX, EXIST EW EWC EWH (F), FUT F FCO FD FFA FFB FFE FIN FLEX FLR FPM FRP FS FT FTG GA GBD, GD GC GPM GWH HP HT HTG HV HVAC IE DIAMETER DOWN DRAWING ELECTRICAL CONTRACTOR EXPANSION LOOP ELECTIC(AL) ELEVATION, ELEVATOR EMERGENCY SHOWER AND EYE WASH EXPANSION TANK EXTEND TO DRAIN EXISTING TO REMAIN EXISTING EMERGENCY EYE WASH ELECTRIC WATER COOLER ELECTRIC WATER HEATER FUTURE FAHRENHEIT FLOOR CLEANOUT FLOOR DRAIN FROM FLOOR ABOVE FROM FLOOR BELOW FINISHED FLOOR ELEVATION FINISH(ED) FLEXIBLE FLOOR FEET PER MINUTE FIBERGLASS REINFORCED PLASTIC FLOOR SINK FOOT, FEET FOOTING GAUGE GARBAGE DISPOSAL GENERAL CONTRACTOR GALLONS PER MINUTE GAS WATER HEATER HORSE POWER HEAT TRACE HEATING HEATING AND VENTILATION HEATING VENTILATION / AIR CONDITIONING INVERT ELEVATION IN IRH KS KW L, LAV LB(S) MAU MAX MBH MC MECH MFR / MFGR MIN MISC MS NC NIC NO NTS OB ORD P&T PC PDI POL PRV PSI PVC QTY RD REQ'D RO RPM RPZ RTU RWC RWL SK SF SFU SH SOV INCH(ES) INFRARED RADIANT HEATER KITCHEN SINK KILOWATT(S) LAVATORY POUND(S) MAKE-UP AIR UNIT MAXIMUM 1000 BTU PER HOUR MECHANICAL CONTRACTOR MECHANICAL MANUFACTURER MINIMUM MISCELLANEOUS MOP SINK NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN NOT TO SCALE OUTLET BOX OVERFLOW ROOF DRAIN PERSSURE AND TEMPERATURE PLUMBING CONTRACTOR PLUMBING AND DRAINAGE INSTITUTE PETROLEUM / OIL / LUBRICANT PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH POLYVINYL CHLORIDE QUANTITY ROOF DRAIN REQUIRED REVERSE OSMOSIS REVOLUTIONS PER MINUTE REDUCED PRESSURE ZONE BFP ROOFTOP UNIT RAIN WATER CONDUCTOR RAIN WATER LEADER SINK SQUARE FEET SUPPLY FIXTURE UNIT(S) SHOWER SHUT-OFF VALVE SRC SS STRUC SWC TD TE TEMP TFA TFB TOF TOP TYP UR UNO VFD VOL VTR W W/ W/O WC WCO WH WHA WSFU SECONDARY RAIN CONDUCTOR SERVICE SINK, STAINLESS STEEL STRUCTURAL SAFE WASTE CONNECTION TRENCH DRAIN TOP ELEVATION TEMPERATURE TO FLOOR ABOVE TO FLOOR BELOW TOP OF FOOTING TOP OF PIPE TYPICAL URINAL UNLESS NOTED OTHERWISE VARIABLE FREQUENCY DRIVE VOLUME VENT THROUGH ROOF WASTE WITH WITHOUT WATER CLOSET, WATER COLUMN WALL CLEANOUT WATER HEATER WATER HAMMER ARRESTOR WATER SUPPLY FIXTURE UNITS ABB DESCRIPTION ABB DESCRIPTION ABB DESCRIPTION LINETYPE LEGEND THROUGHOUT THE DRAWINGS DIFFERENT LINETYPES ARE USED IN COMBINATION WITH THE SYMBOLS TO INDICATE THE STATUS OF ITEMS AS EXISTING, TO BE DEMOLISHED, TO BE INCLUDED AS PART OF NEW WORK AND/OR ITEMS WHICH ARE ANTICIPATED TO BE PROVIDED IN THE FUTURE. THE STATUS OF ITEMS USING THESE LINETYPES ARE RELATIVE TO THE VIEW IN WHICH THEY APPEAR. PHASING SHOWN IN DRAWINGS IS NOT INTENDED TO FULLY DESCRIBE ALL NECESSARY CONSTRUCTION PHASING, WHICH IS DETERMINED BY THE CONTRACTOR AS PART OF THEIR RESPONSIBILITIES. ANY SUCH PHASES DESCRIBED IN THE CONSTRUCTION DOCUMENTS ARE GENERAL AND ONLY INTENDED TO INDICATE A BROAD ORDER FOR THE SAKE OF DESCRIBING THE PROJECT. THE FOLLOWING LINETYPES MAY BE USED ON ANY DEVICE, EQUIPMENT, NOTE, LINE, SHAPE, ETC. EXISTING DEMOLISH NEW FUTURE 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED, TO INSTALL COMPLETE FOR AN OPERABLE PLUMBING SYSTEM AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BY CODE. ALL MATERIAL MUST BE NEW AND OF GOOD QUALITY. ALL WORK MUST BE INSTALLED IN A NEAT AND WORKMAN LIKE MANNER. 2. CONTRACT DOCUMENT DRAWINGS FOR PLUMBING WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT DEFINITIVELY FIXED BY DRAWING DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATION NECESSARY TO ACHIEVE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS. DO NOT SCALE DRAWINGS. CERTAIN ITEMS SUCH AS RISES AND DROPS IN PIPING, ACCESS DOORS, ETC., ARE INDICATED ON THE CONTRACT DOCUMENT DRAWINGS FOR CLARITY NOT FOR A SPECIFIC LOCATION REQUIREMENT AND MUST NOT BE INTERPRETED AS THE EXTENT OF THE REQUIREMENTS FOR THESE TYPES OF ITEMS. 3. INSTALL ALL PLUMBING EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL PIPING DIMENSIONS BEFORE FABRICATION. LOCATE ALL PLUMBING EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, VALVING, ETC. 4. COORDINATE CONSTRUCTION OF ALL PLUMBING WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, SOILS, MECHANICAL, ELECTRICAL, COMMUNICATIONS WORK, ETC., AS SHOWN IN OTHER CONTRACT DOCUMENTS. PROPERLY CONSTRUCTED OFFSETS IN PIPING AROUND OBSTRUCTIONS MUST BE PROVIDED AT NO ADDITIONAL COST. LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS MUST BE COORDINATED WITH ALL OTHER TRADES INVOLVED. 5. MAINTAIN A MINIMUM OF 7'-0" CLEARANCE TO UNDERSIDE OF PIPES, CONDUITS, SUSPENDED EQUIPMENT, HANGERS, SUPPORTS, ETC., THROUGHOUT ACCESS ROUTES IN MECHANICAL ROOMS. 6. ALL TESTS MUST BE COMPLETED BEFORE ANY EQUIPMENT OR PIPING INSULATION IS APPLIED, OR CONCEALED. 7. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 8. INSTALL CONCEALED PIPING TIGHT TO THE STRUCTURE AND AS HIGH AS POSSIBLE. 9. ALL VALVES MUST BE LINE SIZE UNLESS OTHERWISE NOTED. 10. INSTALL EXPOSED PIPING, WHERE NECESSARY, IN FINISHED AREAS TIGHT TO THE STRUCTURE, WALL, OR CEILING AND AS HIGH AS POSSIBLE. INSTALL PIPING PARALLEL AND / OR PERPENDICULAR TO WALLS. 11. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH A STRAIGHT SECTION OF PIPE UPSTREAM AND DOWNSTREAM, AS RECOMMENDED BY THE DEVICE MANUFACTURER FOR ACCURACY. INSTALL THERMOMETER IN A VERTICAL AND TILTED POSITION TO ALLOW READING BY OBSERVER STANDING ON FLOOR. 12. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE VALVES AND OTHER CONCEALED PLUMBING EQUIPMENT, DEVICES, ETC. ACCESS PANELS MUST BE TURNED OVER TO THE GENERAL CONTRACTOR FOR INSTALLATION. 13. ALL OPENINGS IN FIRE RESISTANCE RATED WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., MUST BE FIRE STOPPED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM E 814 & UL 1479. SIMILARLY, SEAL/FIRESTOP AS REQUIRED AT SMOKE RATED SURFACES AS WELL. 14. INSTALL PIPING SO THAT ALL VALVES, STRAINERS, UNIONS, TRAPS, FLANGES, AND OTHER APPURTENANCES REQUIRING ACCESS ARE EASILY ACCESSIBLE. ALL VALVES MUST BE INSTALLED SO THAT THE VALVE REMAINS IN SERVICE WHEN EQUIPMENT OR PIPING ON EQUIPMENT SIDE OF VALVE IS REMOVED. ALL BALANCING VALVES AND BUTTERFLY VALVES MUST BE PROVIDED WITH POSITION INDICATORS AND MAXIMUM ADJUSTABLE STOPS (AKA MEMORY STOPS). ALL VALVES (EXCEPT CONTROL VALVES) AND STRAINERS MUST BE FULL SIZE OF PIPE BEFORE REDUCING SIZE TO MAKE CONNECTIONS TO EQUIPMENT AND CONTROLS. 15. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, FOUNDATIONS, COLUMN PIERS, ETC. SLEEVE PIPING THROUGH GRADE BEAMS, FOOTING, FOUNDATIONS, COLUMN PIERS, ETC. WHERE REQUIRED AND AS NOTED ON PLANS. COORDINATE SLEEVE INSTALLATIONS WITH THE ARCHITECT, STRUCTURAL ENGINEER, STRUCTURAL CONTRACTOR AND GENERAL CONTRACTOR BEFORE CONCRETE IS INSTALLED. 16. UNIONS AND OR FLANGES MUST BE INSTALLED AT EACH PIECE OF EQUIPMENT AND IN BYPASSES TO PERMIT DISASSEMBLY FOR ALTERATION AND REPAIRS. INSTALL ALL PIPING WITHOUT FORCING OR SPRINGING. 17. DRAIN PIPING IN MECHANICAL ROOMS MUST BE ROUTED SO AS NOT TO CREATE TRIPPING HAZARDS. 18. INSTALLING CONTRACTOR TO VERIFY ALL CONDITIONS AND INSTALL ADJUST INSTALLATION ACCORDINGLY TO SITE CONDITIONS AT TIME OF INSTALLATION. 19. PROVIDE HIGH POINT VENTS AND LOW POINT DRAINS. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILAR MATERIALS. 20. PROPERLY SEAL ALL PLUMBING SYSTEMS PIPING AND COMPONENT PENETRATIONS OF BUILDING AIR BARRIER. 21. SHUT-OFF VALVES MUST BE INTEGRATED INTO THE PLUMBING DISTRIBUTION SYSTEMS TO PERMIT THE ISOLATION OF A FIXTURE OR EQUIPMENT TO FACILITATE REPAIR OR MAINTENANCE, WITHOUT DISRUPTION OF OTHER FIXTURES, OR EQUIPMENT. 22. WATER HAMMER ARRESTORS MUST BE INSTALLED AT FLUSH VALVE-OPERATED FIXTURES, SOLENOID VALVES, AND ANY OTHER QUICK CLOSING VALVES TO MINIMIZE NOISE IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND PDI STANDARD WH201. WATER HAMMER ARRESTORS MUST BE INSTALLED WITH PROPER ACCESS PANELS. AIR CHAMBERS MUST NOT BE PERMITTED. 23. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 24. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS AND EQUIPMENT. DO NOT INSTALL PIPING OVER ELECTRICAL PANELS AND EQUIPMENT. 25. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10’MINIMUM CLEARANCE FROM ALL AIR INTAKES. MAINTAIN 2’CLEARANCE FROM ALL OTHER EQUIPMENT. 26. FLOW CONTROL VALVES MUST BE SIZE 1/2”AND SET AT 0.5 GPM UNLESS NOTED OTHERWISE. 27. PROVIDE VERTICAL LIFT SPRING LOADED CHECK VALVES IN HOT AND COLD WATER SUPPLIES FOR MOP SINK FAUCETS DOWNSTREAM OF SHUTOFF VALVES. 28. REFER TO STRUCTURAL DRAWINGS FOR THE EXACT SIZE, LOCATION, AND ELEVATION OF FOUNDATIONS, FOOTERS AND GRADE BEAMS. 29. REFER TO STRUCTURAL DRAWINGS FOR DETAILS OF PIPE CROSSINGS UNDER OR THROUGH THE STRUCTURAL FOUNDATIONS, FOOTINGS AND GRADE BEAMS. 30. ALL UNDERFLOOR SANITARY SEWERS MUST BE INSTALLED AT A MINIMUM SLOPE OF 1/4"/1'-0", UNLESS NOTED OTHERWISE. 31. UNDERFLOOR VENTS MUST CONNECT ABOVE CENTERLINE OF WASTE / SANITARY PIPE & MUST RISE CONTINUOUSLY THROUGH FLOOR A MINIMUM 6" ABOVE FLOOD LEVEL OF FIXTURE. PROVIDE 45° CONNECTION TO WASTE / SANITARY LINE. 32. UNDERFLOOR SANITARY SEWER PIPING MUST BE A MINIMUM OF 4" UNLESS NOTED OTHERWISE. PLUMBING GENERAL NOTES PLUMBING - REQUIRED CODES, STANDARDS, & REFERENCES 1. WHERE PLUMBING PENETRATES THE FIRE RESISTIVE WALLS (AREA SEPARATION AND OCCUPANCY SEPARATION), THE SECTION PASSING THROUGH THE WALL SURFACE, AND THE FIXTURE CONNECTIONS ATTACHED THERETO, SHALL MEET CBC, FIRE AND TEMPERATURE RATING. 2. ALL WATER HEATERS SHALL BE LISTED IN THE CEC LIST OF APPROVED WATER HEATERS. 3. ALL SERVICE HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH CEC T-24, LATEST VERSION. 4. ALL HOSE BIBBS SHALL HAVE PERMANENTLY MOUNTED VACUUM BREAKERS. 5. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES AND EQUIPMENT. 6. BACK FLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A CERTIFIED BACK FLOW ASSEMBLY TESTER PRIOR TO USE OR OCCUPANCY. 7. LAVATORY FAUCETS IN REST ROOMS SHALL BE THE SELF-CLOSING TYPE. 8. STATE HEALTH & SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) FOR INTERIOR WATER SUPPLY PIPING. 9. ALL CONDENSATE DRAIN PIPING FROM MECHANICAL UNITS SIZED ACCORDING TO 2022 CALIFORNIA PLUMBING CODE TABLE 814.3. SLOPE ALL CD AT 1% TYPICAL. 10. SLOPE ALL ABOVE AND BELOW GRADE STORM WATER PIPING AT 1/8" PER FOOT (1%). 11. A WATER HEATER PRESSURE AND TEMPERATURE RELIEF VALVE THAT TERMINATES OUTSIDE THE BUILDING SHALL COMPLY WITH SECTION 608.5 CPC. 12. WATER HEATERS SHALL BE BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION PER SECTION 507.2 CPC. 13. VALVES, FIXTURES, AND ALL OTHER APPURTENANCES SHALL CONFORM TO THE REQUIREMENTS OF CALIFORNIA ASSEMBLY BILL AB1953, LOW LEAD CONTENT AS APPLICABLE. 14. WATER HEATER (IWH-1) IS A LISTED NON-STORAGE INSTANTANEOUS HEATER HAVING AN INSIDE DIAMETER OF NOT MORE THAN 3". 15. PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL MEET THE WATER USAGE STANDARDS REFERENCED IN SECTION 5.303.3 OF THE 2022 CA GREEN BUILDING STANDARDS CODE UNLESS SCHEDULED WITH A LOWER WATER USAGE. • LAVATORY FAUCETS SHALL NOT EXCEED 0.5 GPM AT 60 PSI. • WATER CLOSETS SHALL NOT EXCEED 1.28 GPF. • KITCHEN FAUCETS SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM AT 60 PSI. • WALL MOUNTED URINALS SHALL NOT EXCEED 0.125 GPF. • SHOWERHEADS SHALL NOT EXCEED 1.8 GPM AT 80 PSI. • METERING FAUCETS SHALL NOT EXCEED 0.20 GALLONS PER CYCLE. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 2 / 2 0 2 6 2 : 2 4 : 0 4 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-001 PLUMBING - ABBREVIATIONS & SYMBOLS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 PLUMBING SHEET LIST SHEET INFORMATION NUMBER NAME P-001 PLUMBING - ABBREVIATIONS & SYMBOLS P-002 PLUMBING - T-24 P-110 PLUMBING - OVERALL NEW WORK LOWER LEVEL 01 - SUITE 010 P-111 PLUMBING - LOWER LEVEL 01 - CONDENSATE PLAN - SUITE 010 P-401 PLUMBING - ENLARGED PLANS P-501 PLUMBING - DETAILS P-601 PLUMBING - SCHEDULES 2.D 2.72.62.52.42.32.2 2.C S-3 S-3 S-3S-3 S-3 S-3S-3 KS-1 (E) 3" V (E) 4" SAN 2" SAN 2" SAN 2" V (E) 4" SAN 2" VWCO 2" SAN STAFF BREAK 010-260 GLOBAL OFFICE 010-270 (E) VESTIBULE 001 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 OBSERV. 010-190 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 (30) GLOBAL CLASSROOM 010-110 FURN STOR. 010-120 (50) SHARED CLASSROOM 010-130 STORAGE/JAN 010-140 SKILLS LAB 010-150 IT 010-160 (E) 2-HR EXIT PASSAGEWAY 002 (E) 4" SAN(E) 4" SAN (E) 4" SAN (E) 4" SAN (E) 3" V 2" V 2" V 2" V (E) 4" SAN2" V (E) 3" V (E) 3" V(E) 4" SAN (E) 4" SAN 2" SAN (E)SEWAGE EJECTOR MS-1 1 2 2 2" SAN 2" V S-4 1 1 1 1 1 1 1 1 (E) 4" SAN 2" V 9 10 11 (E) 4" FCO 2" V 2.D 2.72.62.52.42.32.2 2.C S-3 S-3S-3S-3 S-3 S-3 S-3 KS-1 (30) GLOBAL CLASSROOM 010-110 RECEPTION 010-100 GLOBAL OFFICE 010-270 STAFF BREAK 010-260 NURSING OFFICE 010-250 NURSING OFFICE 010-240 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 (E) 2-HR EXIT PASSAGEWAY 002 (50) SHARED CLASSROOM 010-130 STORAGE/JAN 010-140 SKILLS LAB 010-150 IT 010-160HOSPITAL ROOM 010-170 HOSPITAL ROOM 010-180 OBSERV. 010-190 HOSPITAL ROOM 010-200 CORRIDOR 010-50 3/4" HWR 3/4" HW 1 1/2" CW 1 1/2" CW 3/4" HWR 1" HW 1 1/4" HW 3/4" CW (E)SEWAGE EJECTOR 3/4" HWR 1 1/2" CW 1 1/4" HW 3/4" CW 3/4" HW 1.125 WSFU 1.125 WSFU 3/4" HW 3/4" CW 0.75 WSFU 0.75 WSFU 3/4" HW 3/4" CW 0.75 WSFU 0.75 WSFU 3/4" HW 3/4" CW 0.75 WSFU 0.75 WSFU 3/4" HW 3/4" CW 0.75 WSFU 0.75 WSFU 1 1/4" HW 3/4" CW 0.75 WSFU 0.75 WSFU 3/4" CW 0.75 WSFU 3/4" HW 0.75 WSFU 4 5TYP. 1 1/4" HW 3/4" CW1 1/2" CW S-4 3/4" HW IBM-1 1 1/2" CW FOR FUTURE TENANT (17 WSFU) 6 (E) 1 1/2" CW 1 1/2" CW 15 WSFU, T P-401 4 3/4" CW 0.5 WSFU 1 1/2" CW 14.125 WSFU 1.875 WSFU 1 1/2" CW 13.875 WSFU 13.375 WSFU 3.375 WSFU 1" HW 4.125 WSFU 4.825 WSFU 5.625 WSFU 12.375 WSFU 6.375 WSFU P-401 3 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 2 / 2 0 2 6 2 : 2 4 : 1 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-110 PLUMBING - OVERALL NEW WORK LOWER LEVEL 01 - SUITE 010 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1/2" = 1' - 0" 0 1' 5'6"2' 3' 4' 1/8" = 1' - 0" 0 5'10' 15' 30' # SCALE:1/8" = 1'-0" PLUMBING PLAN - LOWER LEVEL 01 - WASTE AND VENT - SUITE 0101 SCALE:1/8" = 1'-0" PLUMBING PLAN - LOWER LEVEL 01 - WATER AND GAS - SUITE 0102 1. 2" SANITARY WASTE DOWN, 2" VENT UP. 2. POC TO EXISTING SANITARY WASTE PIPE AT THIS POINT. CONTRACTOR SHALL VERIFY EXACT LOCATION AND PIPE SIZE PRIOR TO INSTALLATION. 3. POC TO EXISTING VENT PIPE AT THIS POINT. CONTRACTOR SHALL VERIFY EXACT LOCATION AND PIPE SIZE PRIOR TO INSTALLATION. 4. POC TO EXISTING CW PIPE ABOVE CEILING AT THIS POINT. CONTRACTOR SHALL VERIFY EXACT LOCATION AND PIPE SIZE PRIOR TO INSTALLATION. 5. 3/4" CW AND HW DOWN IN WALL TO SUPPLY SINK. 6. 3/4" CW DOWN IN WALL TO SUPPLY ICE-MAKER BOX (IMB-1). 7. PROVIDE TRAP AND VENT AT MECHANICAL CONDENSATE DRAIN CONNECTION. 8. PUMP CONDENSATE TO HIGHEST POINT AND CONNECT TO CONDENSATE PIPING ABOVE CEILING. 9. POINT OF CONNECTION TO EXISTING 3-INCH VENT RISER. 10. PROVIDE AND CAP BRANCH STUB-OUT FOR FUTURE SUITE 050 TI. 11. PIPING BELOW GRADE. 1. SEE P-001 FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND PIPING LEGEND. 2. SEE SHEETS A9.10 THROUGH A9.12 ON THE ARCHITECTURAL DRAWINGS FOR RATED WALLS AND PENETRATION DETAILS. 3. ALL SANITARY DRAIN PIPING SHALL BE BELOW SLAB UNLESS OTHERWISE NOTED. 4. ALL VENT PIPING SHALL BE ABOVE CEILING UNLESS OTHERWISE NOTED. 5. ALL CONDENSATE PIPING SHALL BE ROUTED TIGHT TO STRUCTURE AND SLOPED 1% IN THE DIRECTION OF FLOW. 2.D 2.72.62.42.32.2 2.C 2.B 2.5 (30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 STORAGE/JAN 010-140 SKILLS LAB 010-150 HOSPITAL ROOM 010-170 IT 010-160 HOSPITAL ROOM 010-180OBSERV. 010-190 HOSPITAL ROOM 010-200EXAM ROOM 010-210 EXAM ROOM 010-220EXAM ROOM 010-230 NURSING OFFICE 010-240NURSING OFFICE 010-250 RECEPTION 010-100 GLOBAL OFFICE 010-270 STAFF BREAK 010-260 (E) 1" CD (E) 3/4" CD (E) 3/4" CD (E) 1" CD (E)C.O. (E)C.O.(0.6 TONS) (E) 3/4" CD (0.6 TONS) (E)C.O.FC 0-1-3 (2.0 TONS) (8.5 TONS) (1.25 TONS) (E) 1" CD (9.75 TONS) (0.6 TONS) (E) 1" CD (10.35 TONS) 3/4" CD (E) 1" CD (3.2 TONS) C.O.C.O. C.O. FC 0-1-15 (1.25 TONS) FC 0-1-12 (2.3 TONS) FC 0-1-11 (0.6 TONS) FC 0-1-7 (2.0 TONS) FC 0-1-17 (0.6 TONS) FC 0-1-9 (1.0 TONS) FC 0-1-8 (1.0 TONS) FC 0-1-6 (2.0 TONS) FC 0-1-2 (2.3 TONS) FC 0-1-1 (2.3 TONS) FC 0-1-10 (0.6 TONS) FC 0-1-5 (0.75 TONS) FC 0-1-3 (3.0 TONS) FC 0-1-4 (0.6 TONS) 3/4" CD (1.35 TONS)3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD 1" CD1" CD 3/4" CD3/4" CD 1" CD 3/4" CD 3/4" CD 3/4" CD 3/4" CD C.O. 3/4" CD 3/4" CD (4.95 TONS) 3/4" CD (7.25 TONS) (9.55 TONS)(12.55 TONS) (3.0 TONS)(3.6 TONS) (1.6 TONS) (16.15 TONS)C.O.(E)1" CD (26.5 TONS) SLOPE @ 1%SLOPE @ 1% SL O P E @ 1 % SL O P E @ 1 % SL O P E @ 1 % 1 2 (TYP.) SSFC 0-13/4" CD (4.35 TONS) 3/4" CD 1" CD (6.2 TONS) SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 2 / 2 0 2 6 2 : 2 4 : 1 6 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-111 PLUMBING - LOWER LEVEL 01 - CONDENSATE PLAN - SUITE 010 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE:1/8" = 1'-0" PLUMBING PLAN - LOWER LEVEL 01 - CONDENSATE - SUITE 0101 1. SEE P-001 FOR GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND PIPING LEGEND. 2. SEE SHEETS A9.10 THROUGH A9.12 ON THE ARCHITECTURAL DRAWINGS FOR RATED WALLS AND PENETRATION DETAILS. 3. ALL CONDENSATE PIPING SHALL BE ROUTED TIGHT TO STRUCTURE AND SLOPED 1% IN THE DIRECTION OF FLOW. 1. PROVIDE TRAP AND VENT AT MECHANICAL CONDENSATE DRAIN CONNECTION. 2. PUMP CONDENSATE TO HIGHEST POINT AND CONNECT TO CONDENSATE PIPING ABOVE CEILING. (E) 4" SAN 3" SAN 2" V2" V 2" SAN S-4 MS-1 (E) 4" SAN 2" SAN 3" SAN S-4 MS-1 2" V 2" V (E) 4" SAN 2" V 1 1/2" CW 3/4" CW 1 1/4" HW 3/4" HWR3/4" HWR 1 1/4" CW 1 1/4" HW 3/4" CW 3/4" CW 1 1/2" CW 1 1/4" CW 3/4" HW 6.375 WSFU 12.375 WSFU 2.25 WSFU 3/4" HW 1 1/2" CW 1 1/4" HW 6.375 WSFU 12.375 WSFU 2.25 WSFU 2.25 WSFU 10.875 WSFU 2.25 WSFU S-4 MS-1 EWH-2 CP-2 3/4" HWR 1 1/4" HW 1 1/2" CW 3/4" HW 3/4" HW 1 1/4" HW 1 1/4" CW 3/4" HWR 1 1/4" HW 1 1/2" CW 3/4" CW 1 1/2" CW S-4 MS-1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/2" = 1'-0" 2/ 1 2 / 2 0 2 6 2 : 2 4 : 2 8 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-401 PLUMBING - ENLARGED PLANS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SHEET NOTES GENERAL NOTES # 1. REFER TO DETAILS FOR HWR PIPING CONNECTIONS. 1. SEE SHEETS A9.10 THROUGH A9.12 ON THE ARCHITECTURAL DRAWINGS FOR RATED WALLS AND PENETRATION DETAILS. 2. ALL SANITARY DRAIN PIPING SHALL BE BELOW SLAB UNLESS OTHERWISE NOTED. 3. ALL VENT PIPING SHALL BE ABOVE CEILING UNLESS OTHERWISE NOTED. 4. ALL CONDENSATE PIPING SHALL BE ROUTED TIGHT TO STRUCTURE AND SLOPED 1% IN THE DIRECTION OF FLOW. SCALE:1/2" = 1'-0" ENLARGED PLUMBING PLAN - STORAGE / JANITOR 010-140 W&V4 SCALE: ISOMETRIC PLAN - STORAGE / JANITOR 010-140 W&V2 SCALE:1/2" = 1'-0" ENLARGED PLUMBING PLAN - STORAGE / JANITOR 010-140 DMW3 SCALE: ISOMETRIC PLAN - STORAGE / JANITOR 010-140 DMW1 SEE SHEET P-110 FOR CONTINUATION SEE SHEET P-110 FOR CONTINUATION SEE SHEET P-110 FOR CONTINUATION THERMOMETER HEAT TRAP 27"DROP 1-1/4" 1-1/4" COLD WATER SUPPLY 3/4" SOV CHECK VALVE 1-1/4" 3/4"HWR 3/4"HWRCP-1 TMV-1 140° HW 120° 3/4" HWR TO WATER HEATER INLET CONNECTION THERMOSTATIC MIXER MODEL 8XX MAN UF ACT URING CO., IN C.Indianapolis, Indiana46202 600 East OhioStreet Patent Numbers5,203,496 5,323,960 DATE CODE PART NO. RANGE SET TEMP. TEMP. °F °F HIGH - LOW 60 °F MADE IN USA -20 -10 0 °C 200 90 LAWLER INDIANAPOLIS, IN 40 0 20 10 60 180 160 20 80 30 120100 140 40 50 80 70 AS R E Q U I R E D HE I G H T 3/8"ID TUBING CEILING CONDENSATE DRAIN PAN "Y" FITTING CLEAN-OUT POSITIVELY ATTACH TUBING TO "Y" FITTING W/ HOSE CLAMP RUN DRAIN TO APPROVED LOCATION - REFER TO PLANS 3/8"OD BARBED CONNECTION AT PUMP DISCHARGE OUTLINE OF WALL MOUNTED FAN COIL UNIT FACTORY SUPPLIED CONDENSATE PUMP MOUNTED IN UNIT TYPE 'L' COPPER WITH WROUGHT COPPER FITTINGS CHECK VALVE SLOPE @ 1% HOT PIPE *- 4" DIA. AND LARGER * (60 °F & HIGHER) HOT PIPE - UNDER 4" Ø COLD PIPE - ALL SIZES INSULATION INSERTED IN SADDLE CAVITY TYPE 39 SADDLE PIPE INSULATION-CUT TO FIT AROUND TYPE 39 PROTECTION SADDLE TYPE 1 CLEVIS HANGER HANGER ROD W/ JAM NUT TYPE 40 PROTECTION SHIELD HIGH DENSITY INSULATION INSERT-LOWER HALF OF PIPE PIPE INSULATION-UPPER HALF OF PIPE TYPE 1 CLEVIS HANGER HANGER ROD W/ JAM NUT PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. 3/4" PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES INTERVENING FDA-COMPLIANT BUTYL DIAPHRAGM WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, NSF APROVED FOR DOMESTIC WATER SERVICE PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR CONNECTION OF DISSIMILAR METALS PIPE HANGER NEXT TO ELBOW AIR CHARGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE. REFER TO STRUCTURAL DETAIL 5/S0.100 FOR STEEL AND FASTENER SPECIFICATIONS. 1/4" NUT AND BOLT, TYPICAL 3/4" PLYWOOD HOSE BIBB ELECTRIC WATER HEATER ISOLATION VALVE 1-1/4" HW SUPPLY 3/4" HWR METAL STUD WALL DRAIN TO MOP SINK COMBINATION TEMPERATURE AND PRESSURE RELIEF VALVE 2'-0"± 1-1/4" CW MAKE-UP HOSE BIBB © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 2 / 2 0 2 6 2 : 2 4 : 2 8 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-501 PLUMBING - DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 SCALE:NTS HANGER DETAILS - INSULATED PIPE2 SCALE:NTS SMALL EXPANSION TANK1 SCALE:NTS THERMO-MIXING VALVE3 SCALE:NTS ELECTRIC WATER HEATER - WALL MOUNTED5 SCALE:NTS CONDENSATE PUMP4 Friction Loss - Lbs. per Square-inch Head per 100-Foot Length 0.1 10000 8000 6000 5000 4000 3000 2000 FAIRLY ROUGH Type L 0.2 0.3 0.4 0.6 0.8 1 2 3 4 5 6 8 10 20 30 40 50 70 100 10000 8000 6000 5000 4000 3000 2000 1000 800 1000 800 600 500 400 300 200 600 500 400 300 200 100 80 100 80 60 50 40 30 20 60 50 40 30 20 10 8 6 5 4 3 2 10 8 6 5 4 3 2 1 1 0.1 0.2 0.3 0.4 0.6 0.8 1 SITE PRESSURE: STATIC HEAD: REQUIRED PRESSURE: RPPA: PRESSURE REGULATOR: 2'' WATER METER: PRES. AVAILABLE FOR FRICTION LOSS: 2 3 4 5 6 8 10 20 30 40 50 STATIC HEAD: STATIC HEAD: TOTAL DEVELOPED LENGTH: 50% FITTING LENGTH: TOTAL EQUIVALENT LENGTH: SYSTEM FIXTURE UNITS: SYSTEM REQUIRED GPM: ALLOWABLE FRICTION LOSS PER 100 FT: 4.3 PSI PIPE SIZE (in) 1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 MAX FLOW (GPM) 2 5 11 21 33 71 116 166 291 FLUSH TANK (F.U.) 1 6 15 32 60 1668 225 455 719 FLUSH VALVE (F.U.) --- --- --- --- 16 108 329 666 1668 VELOCITY 2.9 (ft/s) 4.6 5.4 3.8 6.2 7.5 8.0 8.0 8.0 70 100 45.0' 19.4 psi 225.0' 112.5' 337.5' 329.25 115 Fl o w ( G a l l o n s p e r M i n u t e ) Fl o w ( G a l l o n s p e r M i n u t e ) 80.0 PSI 19.4 PSI 25.0 PSI 12.0 PSI 8.0 PSI 9.0 PSI 14.7 PSI Diameter 12" 10" 8" 6" 5" 4" Velocity 10 ft/s 3" 2-1/2" 2" 1-1/2" 1-1/4" 1" 3/4" 1/2" 40 30 20 15 8 6 5 4 3 2 1.5 1 CW PIPE SIZE SCHEDULE: 4.3 PSI / 8 FPS PIPE SIZE (in) 1/2 3/4 1 1 1/4 1 1/2 MAX FLOW (GPM) 2 5 15 20 27 FLUSH TANK (F.U.) 1 6 15 32 60 FLUSH VALVE (F.U.) --- --- --- --- --- VELOCITY 2.9 (ft/s) 4.6 5.0 3.8 5.0 HW PIPE SIZE SCHEDULE: 4.3 PSI / 5 FPS PLUMBING FIXTURE CONNECTION SCHEDULE MARK DESCRIPTION DESCRIPTION DCW ROUGH-IN DHW ROUGH-IN WASTE ROUGH-IN WASTE VENT S-3 SINK (NURSES ROOM)3/4" 3/4" 2" 2" 2" ELKAY MODEL# ELUH1212T 304 STAINLESS STEEL UNDERMOUNT. CENTER DRAIN LOCATION, PERFECT DRAIN TYPE. CHICAGO FAUCETS MODEL# 116.973.AB.1 1.5 GPM FLOW RATE TOUCH-FREE, PROGRAMMABLE FAUCET, WITH EXTERNAL THERMOSTATIC MIXING VALVE, PROVIDE WITH GOOSENECK SPOUT WITH 0.5 GPM SPRAY OUTLET. KS-1 BREAK SINK 3/4" 3/4" 2" 2" 2" ELKAY MODEL# ELUHH2115TPDFLC LUSTERTONE ICONIX 16 GAUGE STAINLESS STEEL UNDERMOUNT. ELKAY MODEL# LKAV7051FCR WITH FILTER INCLUDED, 1.5 GPM FLOW RATE. LKPD1 PERFECT DRAIN. GARBAGE DISPOSER INSINKERATOR BADGER-5 (1/2 HP). MS-1 MOP SINK 3/4" 3/4" 3" 3" 2" ZURN MODEL #Z1996-24 24"X24"X10" MOLDED HIGH DENSITY COMPOSITE BASIN, 3" STAINLESS STEEL STRAINER, WITH MOP SINK FAUCET BY SPEAKMAN SEF-9000, SERVICE SINK FAUCET 2.66 GPM FLOW RATE WITH EYEWASH/DRENCH HOSE AND 4" WRIST BLADE HANDLES. S-4 UTILITY SINK 3/4" 3/4" 2" 2" 2"ULINE MODEL# H-10304 304 STAINLESS STEEL UTILITY SINK. PROVIDE WITH ULINE 10" LONG SPOUT SWING FAUCET, MODEL H-10305, 2.0 GPM. PROVIDE WITH MIXING VALVE TMV-2. IMB-1 ICE-MAKER BOX - - 3/4" - - GUY GRAY ICE MAKER BOX #BIM875QTSAB. THERMOSTATIC MIXING VALVE LEONARD XL-150-LF-BDT MANUFACTURER & MODEL NO.SERVICE DOMESTIC LOCATIONUNIT NO. JANITORS CLOSET OVERALL DIMENSIONS (LxWxH) LEAD FREE THERMOSTATIC MIXING VALVE. MIN 2 GPM, MAX 10 GPM. SET TEMPERATURE AT 120°F.5" X 3-1/2" X 2-3/16" DESCRIPTION THERMOSTATIC MIXING VALVE CIRCULATION PUMPS BELL & GOSSETT #NBF-9U/LW MANUFACTURER & MODEL NO.TYPELOCATIONUNIT NO. JANITOR CLOSET IN-LINE PUMP GPM 3 DESIGN CAPACITY PUMP HEAD (FT) MOTOR HP ELEC. DATA MOTOR RPM V/PH/HZ OVERALL DIMENSION (LxWxH) OPR. WT. (LBS) 10 1/16 2800 120/1/60 6"x5-1/16"x4-7/8" 10 PROVIDE AQUASTAT CONTROLLER TO ACTIVATE PUMP WHEN HOT WATER RETURN REACHES 110°F AND DEACTIVATE PUMP AT 120°F. REMARKS REMARKS PIPE MATERIALS SCHEDULE DOMESTIC WATER PIPING ABOVE & BELOW GRADE, INSIDE BUILDING: 1. TYPE "L" COPPER TUBING, HARD DRAWN CONFORMING TO ASTM B 88, WITH WROUGHT COPPER SOLDER SWEAT FITTINGS CONFORMING TO ASTM B 16.22. 2. ANY WATER PIPING LOCATED BELOW GRADE SHALL BE TYPE "K" COPPER TUBING ANNEALED, WITH BRAZED JOINTS WRAPPED IN PE FILM. SEWER WASTE & STORM DRAIN PIPING BELOW GRADE: 1. SEWER, WASTE, VENT, & STORM DRAIN PIPING BELOW FLOOR: CAST IRON "NO-HUB" CONFORMING TO CISPI 301 AND ASTM A 888, WITH NEOPRENE GASKET AND 300 SERIES STAINLESS STEEL CLAMPING DEVICE CONFORMING TO CISPI 310. SEWER WASTE & STORM DRAIN PIPING ABOVE GRADE: 1. CAST IRON "NO-HUB" CONFORMING TO CISPI 301 AND ASTM A 888 WITH NEOPRENE GASKET AND 300 SERIES STAINLESS STEEL CLAMPING DEVICE CONFORMING TO CISPI 310. A. DRAIN PIPING: HEAVY DUTY, SHIELDED. STAINLESS-STEEL COUPLINGS: WITH STAINLESS-STEEL SHIELD, STAINLESS-STEEL BANDS AND TIGHTENING DEVICES, AND ASTM C 564, RUBBER SLEEVE. B. VENT PIPING: STANDARD, SHIELDED. CISPI 310 STAINLESS-STEEL COUPLINGS: WITH STAINLESS-STEEL SHIELD, STAINLESS-STEEL BANDS AND TIGHTENING DEVICES, AND ASTM C 564, RUBBER SLEEVE. ELECTRIC WATER HEATER UNIT NO.MANUFACTURER & MODEL NO.SERVICE LOCATION UNIT CAPACITY OUTLET TEMP. (°F) ELEC. DATA WATTAGE (KILOWATT)OPER. WT. (LBS)REMARKSSTORAGE (GALLONS)RECOVERY GPH DEGREE RISE °F V/PH/HZ A.O. SMITH MODEL DEL-20 DOMESTIC HOT WATER JANITOR'S ROOM 19 27 70 140 208/3/60 5.5 240 WATER HEATER STORAGE TEMPERATURE TO BE 140°F. USE MIXING VALVE TO ACHIEVE OUTLET TEMPERATURE OF 120°F. EXPANSION TANK UNIT NO.MANUFACTURER & MODEL NO.SERVICE LOCATION OVERALL DIMENSIONS STORAGE CAPACITY (GAL) ACCEPTANCE VOLUME (GAL) PRESSURE RATING (PSIG) TEMPERATURE RATING (°F) ASME WORKING PRESSURE (PSIG) OPER WT. LBS. REMARKS AMTROL ST-5 DOMESTIC HOT WATER JANITOR'S ROOM 8 X 13 2 0.9 150 200 80 3/4 MNPT 22 PRE-CHARGED TO 50 PSIG. INFLATE BLADDER TO SYSTEM PRESSURE, ENSURE THAT AIR CHARGE DOES NOT EXCEED 80 PSIG. CERTIFIED TO ANSI/NSF 61, ASME SECTION VIII. CONNECTION SIZE (IN.) & TYPE(DIA X H) EWH-2 TMV-1 CP-2 ET-1 CONDENSATE PUMP MARK MANUFACTURER & MODEL NUMBER DESCRIPTION ELECTRICAL OPER. WT. (LBS) REMARKS LITTLE GIANT VCMX-20ULS CONDENSATE PUMP 115V/1PH/60HZ 5.5 PERFORMANCE - 75 GPH @ 5 FT OF HEADCD-1 SUITE T.I. TOTAL GPM CONVERSION 33.5 GPM 18.5 WSFU 22 DFU PLUMBING FIXTURE SUMMARY - LOWER LEVEL 01 (SUITE 010) WATER QTY.TYPE WSFU DFUTOTAL SEWER TOTAL SINK (SERVICE, NEW) PUBLIC 3.0 3.0 3.01 HOT WATER WSFU TOTAL 2.25 2.25 28 GPM *DRAINAGE SYSTEM SIZING - MAXIMUM FIXTURE UNIT LOAD FOR (6 INCH WITH 1/4 INCH SLOPE PER FOOT) = 216 DFU 11.25 WSFU FIXTURE 3.0 2.02.01.125 1.125KITCHEN SINK (NEW) PUBLIC 1.5 1.51 3.03.0- -MOP SINK (NEW) PUBLIC 3.0 3.01 WATTS LFMMV1-UT DOMESTIC STORAGE/JANITOR LEAD FREE THERMOSTATIC MIXING VALVE. SET TEMPERATURE TO 105° F.5" X 3-1/2" X 6"THERMOSTATIC MIXING VALVETMV-2 14.02.00.75 5.25SINK (HAND WASH, NEW) PUBLIC 1.5 10.57 - -IMB REFRIGERATOR, (NEW) PUBLIC 0.5 0.51 28 GPM 9.5 WSFU - - © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 2 / 2 0 2 6 2 : 2 4 : 2 9 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-601 PLUMBING - SCHEDULES 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1 02/13/2026 PCC #1 1 TELECOMMUNICATIONS OUTLET, 8P8C, TWO (2) DATA JACKS ONE (1) VOICE JACK MOUNTED 18" AFF UNO. + INDICATES ABOVE FINISHED FLOOR HEIGHT. WIRELESS ACCESS POINT OUTLET, 8P8C TYPE, TWO (2) JACKS. MOUNT ABOVE CEILING. WAP SYMBOL TELECOMM TELECOMMUNICATIONS OUTLET, 8P8C, TWO (2) DATA JACKS MOUNTED AT 18" AFF UNO. + INDICATES ABOVE FINISHED FLOOR HEIGHT. DDC DENOTES DIRECT DIGITAL CONTROL . TELECOMMUNICATIONS OUTLET, 8P8C, ONE (1) VOICE JACK MOUNTED 48" AFF UNO. + DENOTES ABOVE FINISHED FLOOR HEIGHT. W DENOTES WALL MOUNTED 48" AFF TELEPHONE OUTLET. FB1 PBB OR SBB AS INDICATED ON PLANS. LADDER RUNWAY FOR DISTRIBUTION OF CABLING INSIDE OF TELECOMMUNICATION ROOMS, SIZE INDICATED ON PLANS. SYMBOL AV CR CCTV CAMERA, CAT6 CABLE, 8P8C, ONE (1) DATA JACK + INDICATES ABOVE FINISHED FLOOR HEIGHT. CARD READER, ACCESS CONTROL SYSTEM. SYMBOL GENERAL SHEET KEYNOTE X =KEYNOTE NUMBER X TELECOMMUNICATION STANDARDS ACS ACCESS CONTROL SYSTEM PANEL. EH ELECTRIC POWER TRANSFER HINGE, ACCESS CONTROL SYSTEM. SECURITY SYMBOL TERMINATIONS MUST BE PERFORMED USING PIN/PAIR ASSIGNMENTS IN ACCORDANCE WITH THE T568A OR T568B PIN-OUT SEQUENCE USING 8-PIN 8 CONDUCTOR (8P8C) RJ45 TYPE CONNECTORS RATED FOR THE CATEGORY OF THE INSTALLED CABLE; COLOR SHALL MATCH THE UTP OUTER JACKET. APPLICABLE TO ALL OUTLETS LISTED BELOW: VERTICAL UPWARD CONDUIT FROM UNDERGROUND OSP. • TELECOMMUNICATIONS INSTALLATION SHALL COMPLY WITH THE MOST CURRENT VERSION OF THE FOLLOWING STANDARDS. ADDITIONAL STANDARDS RELATED TO THIS DESIGN CAN BE FOUND IN THE BASIS OF DESIGN DOCUMENT: • AMERICANS WITH DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES (UFAS/ADAAG), 2011 • TIA-526-7A - MEASUREMENT OF OPTICAL POWER LOSS OF INSTALLED SINGLE-MODE FIBER CABLE PLANT • TIA-526-14-D - OPTICAL POWER LOSS MEASUREMENTS OF INSTALLED MULTIMODE FIBER CABLE PLANT • TIA-568.0-E - GENERIC TELECOMMUNICATIONS CABLING FOR CUSTOMER PREMISES • TIA-568.1-D - COMMERCIAL BUILDING TELECOMMUNICATIONS CABLING STANDARD • TIA-568-C.2 - BALANCED TWISTED-PAIR TELECOMMUNICATIONS CABLING AND COMPONENTS STANDARD • TIA-568.3-E - OPTICAL FIBER CABLING COMPONENTS STANDARD • TIA-568.4-E - BROADBAND COAXIAL CABLING AND COMPONENTS STANDARD • TIA-569-E - TELECOMMUNICATIONS PATHWAYS AND SPACES • TIA-598-D - OPTICAL FIBER CABLE COLOR CODING. • TIA-606-D - ADMINISTRATION STANDARD FOR COMMERCIAL TELECOMMUNICATIONS INFRASTRUCTURE • TIA-607-E - COMMERCIAL BUILDING GROUNDING (EARTHING) AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS • TIA-758-B - CUSTOMER-OWNED OUTSIDE PLANT TELECOMMUNICATIONS INFRASTRUCTURE STANDARD • TIA 1152-A - REQUIREMENTS FOR FIELD TEST INSTRUMENTS AND MEASUREMENTS FOR BALANCED TWISTED-PAIR CABLING • NFPA 70 - NATIONAL ELECTRICAL CODE (NEC) • NFPA 101 - LIFE SAFETY CODE • IEC/TR 61602 ED. 1.0 B, 1996 - CONNECTORS USED IN THE FIELD OF AUDIO, VIDEO AND AUDIOVISUAL ENGINEERING • IEC 61883-1 ED. 3.0 EN, 2008 - CONSUMER AUDIO/VIDEO EQUIPMENT - DIGITAL INTERFACE - PART 1: GENERAL • IEC 61883-6 ED. 2.0 EN, 2005 - CONSUMER AUDIO/VIDEO EQUIPMENT - DIGITAL INTERFACE - PART 6: AUDIO AND MUSIC DATA TRANSMISSION PROTOCOL • IEC 61938 ED. 1.0 B, 1996 - AUDIO, VIDEO AND AUDIOVISUAL SYSTEMS - INTERCONNECTIONS AND MATCHING VALUES – PREFERRED MATCHING VALUES OF ANALOGUE SIGNALS • IEC 62075 ED. 1.0 B, 2008 - AUDIO/VIDEO, INFORMATION AND COMMUNICATION TECHNOLOGY EQUIPMENT – ENVIRONMENTALLY CONSCIOUS DESIGN • IEC 62087-BD ED. 2.0 EN, 2008 - METHODS OF MEASUREMENT FOR THE POWER CONSUMPTION OF AUDIO, VIDEO AND RELATED EQUIPMENT • INTERNATIONAL BUILDING CODE (IBC) • BICSI - BUILDING INDUSTRIES CONSULTING SERVICES INTERNATIONAL (TDMM), 15TH ED., 2024, TELECOMMUNICATIONS DISTRIBUTION METHODS MANUAL 15TH EDITION. AUDIO/VISUAL BACK BOX. "X" DENOTED BACK BOX SIZE: 1 - 1 GANG 2 - 2 GANG REFER TO AUDIOVISUAL ELEVATIONS FOR MOUNTING HEIGHTS. INTERIOR CEILING MOUNTED AUDIOVISUAL SPEAKER A - 2-WAY FULL RANGE B - NETWORK S CEILING MOUNTED AUDIOVISUAL MICROPHONEM FLAT PANEL DISPLAY AV X WALL MOUNTED FIXED PROJECTION SCREEN VID VIDEO INTERCOM DOOR STATION WITH INTEGRATED CARD READER. C INTERIOR WALL MOUNTED AUDIOVISUAL CAMERA MULTISERVICE FLOOR BOX WITH (8) CATEGORY-6A UTP CABLES. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS. SECTION VIEW CALLOUT 8P8C 8 POSITION, 8 CONTACT CONNECTOR 110 110 PUNCHDOWN BLOCKS AC ABOVE COUNTER ACS ACCESS CONTROL SYSTEM ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GROUND AHJ AUTHORITY HAVING JURISDICTION ANSI AMERICAN NATIONAL STANDARD INSTITUTE AR AREA OF REFUGE AV AUDIO VISUAL AWG AMERICAN WIRE GAGE BBC BACKBONE BONDING CONDUCTOR BCT BONDING CONDUCTOR FOR TELECOMMUNICATIONS BLDG BUILDING BMS BALANCED MAGNETIC SWITCH C CONDUIT CAA CONTROLLED ACCESS AREA CAT5E CABLING ETL VERIFIED TO TIA-568-C.2 CATEGORY 5E CAT6 CABLING ETL VERIFIED TO TIA-568-C.2 CATEGORY 6 CAT6A CABLING ETL VERIFIED TO TIA-568-C.2 CATEGORY 6A CATV COMMUNITY ANTENNA TELEVISION (CABLE) CCH CLOSET CONNECTOR HOUSING CCTV CLOSED-CIRCUIT TELEVISION CFCI CONTRACTOR FURNISHED CONTRACTOR INSTALLED CL CLASSIFIED CLG CEILING COMM COMMUNICATION CP CONSOLIDATION POINT CPC CONSOLIDATION POINT CABINET CR CARD READER CT CABLE TRAY CTLP CONTROL PANEL CU COPPER DB DIRECT BURIED DDC DIRECT DIGITAL CONTROL DIA DIAMETER DS DOOR POSITION SWITCH DTL DETAIL DWG DRAWING EA EACH EH ELECTRIC HINGE EF ENTRANCE FACILITY EL ELECTRIC LOCK ELEC ELECTRICAL EMT ELECTRICAL METALLIC TUBING ENT ELECTRICAL NONMETALLIC TUBING EQUIP EQUIPMENT ER EQUIPMENT ROOM ES ELECTRIC STRIKE ETR EXISTING TO REMAIN EXIST EXISTING EXISTR EXISTING RELOCATED FA FIRE ALARM FB FLOOR BOX FDU FIBER OPTIC DISTRIBUTION UNIT FMC FLEXIBLE METAL CONDUIT FO FIBER OPTIC FOC FIBER OPTIC CABLE FT FEET F/UTP FOILED/UNSHIELDED TWISTED PAIR GFGI GOVERNMENT FURNISHED/GOVERNMENT INSTALLED GND GROUND GRC GALVANIZED RIGID CONDUIT GRS GALVANIZED RIGID STEEL HD HIGH DEFINITION HDPE HIGH-DENSITY POLYETHYLENE IAW IN ACCORDANCE WITH IDS INTRUSION DETECTION SYSTEM IMC INTERMEDIATE METAL CONDUIT IN INCHES IP10 INGRESS PROTECTION LA LOCAL ALARM LCA LIMITED CONTROL ACCESS LV LOW VOLTAGE MAG MAGNETIC LOCK MIN MINIMUM MISC MISCELLANEOUS MM MULTIMODE MT,MTD MOUNT/MOUNTED N/A,NA NOT APPLICABLE NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION NESC NATIONAL ELECTRICAL SAFETY CODE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NTS NOT TO SCALE OEM ORIGINAL EQUIPMENT MANUFACTURER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFOI OWNER FURNISHED OWNER INSTALLED OH OVERHEAD ON ON CENTER OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OSP OUTSIDE PLANT PA PUBLIC ADDRESS PB PUSHBUTTON PBB PRIMARY BONDING BUSBAR PDS PROTECTIVE DISTRIBUTION SYSTEM PDU POWER DISTRIBUTION UNIT PE POLYETHYLENE PET PROTECTED ENTANCE TERMINALS POE POWER OVER ETHERNET POTS PLAIN OLD TELEPHONE SERVICE (SWITCHED TELEPHONE LINE) PSI POUNDS PER SQUARE INCH PTZ PAN-TILT-ZOOM PVC POLYVINYL CHLORIDE QTY QUANTITY RBB RACK BONDING BUSBAR RBC RACK BONDING CONDUCTOR RCDD REGISTERED COMMUNICATIONS DISTRIBUTION DESIGNER RGS RIGID GALVANIZED STEEL RM ROOM RMC RIGID METAL CONDUIT RR REMOVE AND RELOCATE RU RACK UNIT RX REQUEST TO EXIT SATV SATELLITE TELEVISION SBB SECONDARY BONDING BUSBAR SCP SERVICE CONTROL POINT SCH SCHEDULE SM SINGLE-MODE FIBER OPTIC SPEC SPECIFICATION ST STRAND STP SHIELDED TWISTED PAIR TBB TELECOMMUNICATIONS BONDING BACKBONE TBC TELECOMMUNICATIONS BONDING CONDUCTOR TBD TO BE DETERMINED TE TELECOMMUNICATIONS ENCLOSURE TEBC TELECOMMUNICATIONS EQUIPMENT BONDING CONDUCTOR TEF TELECOMMUNICATIONS ENTRANCE FACILITY TELECOM TELECOMMUNICATIONS TGB TELECOMMUNICATIONS GROUNDING BUSBAR TIA TELECOMMUNICATIONS INDUSTRY ASSOCIATION TMH TELECOMMUNICATIONS MANHOLE TMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBAR TP TWISTED PAIR TR TELECOMMUNICATIONS ROOM TV TELEVISION TYP TYPICAL U/UTP UNSCREENED/UNSHIELDED TWISTED PAIR CABLE UCL UNCLASSIFIED UF UNDERFLOOR U/G UNDERGROUND UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V/D VOICE & DATA VoIP VOICE OVER INTERNET PROTOCOL W WALL PHONE W/ WITH W/O WITHOUT WAO WORK AREA OUTLET WAP WIRELESS ACCESS POINT WP WEATHERPROOF XP EXPLOSION PROOF ABBREVIATIONS CONT.ABBREVIATIONS D X / X SHEET NUMBER/DETAIL NUMBER DOOR NUMBER # ## # # #DETAIL SECTION WALL SECTION BUILDING SECTION ELEVATIONS # # # # # # TELECOMMUNICATIONS OUTLET, 8P8C, FOUR (4) DATA JACKS CEILING MOUNTED UNO. + INDICATES ABOVE FINISHED FLOOR HEIGHT. 4 X F DC CEILING MOUNTED DOCUMENT CAMERA RS ROOM SCHEDULER TOUCH PANEL, MOUNTED AT 48" AFF TP PODIUM MOUNTED TOUCH PANEL CONTROL WITH CABLE CUBBY GENERAL NOTES 1. THIS IS A STANDARD LEGEND SHEET. NOT ALL SYMBOLS OR ABBREVIATIONS MAY APPEAR ON DRAWINGS. 2. COMPLY WITH TIA-569-E ENVIRONMENTAL STANDARDS IN TELECOMMUNICATION SPACES. 3. MOUNTING HEIGHTS, UNLESS OTHERWISE NOTED, ARE TO CENTER LINE OF DEVICE. COORDINATE MOUNTING HEIGHTS WITH FIELD CONDITIONS, OTHER TRADES, AND RELATED EQUIPMENT. MOUNT DEVICES AND EQUIPMENT PER SPECIFICATIONS UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL DETERMINE THE EXACT ROUTING OF RACEWAYS. 5. THE CONTRACTOR SHALL COORDINATE ALL CONDUIT PENETRATIONS AND PROVIDE FIREPROOFING AND HAZARDOUS AREA CONDUIT SEALS AS APPLICABLE. 6. CONTRACTOR SHALL COORDINATE WITH OWNER ON OFOI ITEM REQUIREMENTS AND PROVIDE SUITABLE STRUCTURAL SUPPORT, BRACKETS, ALL UTILITY CONNECTIONS AND SPACE WITH REQUIRED CLEARANCES FOR OFOI ITEMS. 7. THE FOLLOWING SHALL BE PROVIDED AND INSTALLED BY THE OWNER (OFOI): A. TELECOM RACK ACTIVE EQUIPENT (SERVERS, ROUTERS, SWITCHES, MODEMS) B. TELECOM RACK PATCH CABLES (BETWEEN SERVERS, ROUTERS, SWITCHES) C. FACILITY TELEPHONE SWITCH EQUIPMENT. D. TELECOM UNINTERRUPTEBLE POWER SUPPLIES (UPS). E. TELEPHONE HANDSETS AND PATCH CABLES TO WALL JACK. F. ELECTRONIC SECURITY SYSTEM (ESS) EQUIPMENT. G. RADIO TRANSMITTING EQUIPMENT AND ASSOCIATED ANTENNA AND WIRING (RACEWAY TO BE RPOVIDED BY CONTRACTOR). H. FRONT END EQUIPMENT AND EQUIPMENT RACKS ASSOCIATED WITH CATV/CCTV/SATELLITE TV, AND SEPARATE FRONT END AUDIO EXUIPMENT NOT ASSOCIATED WITH A COMBINED MASS NOTIFICATION AND PAGING SYSTEM. 8. PROVIDE PULL CORD IN ALL SPARE DUCTS AND INNER-DUCTS. INSTALL PULL STRING IN ALL CONDUITS AT THE TIME OF CONDUIT INSTALLATION. 9. PROVIDE RECTANGULAR, MODULAR, FIRE-RATED WALL PENETRATION ASSEMBLIES. 10. CABLE TRAY SHALL BE WALL MOUNTED (PREFERABLE) OR TRAPEZE MOUNTED. CENTER HUNG CABLE TRAY IS NOT ALLOWED. CABLE TRAY SHALL NOT BE USED TO SUPPORT OTHER ITEMS, CONDUIT, CABLE TRAY, PIPING OF UTILITIES. CABLE TRAY SUPPORTS SHALL BE PER NEMA STANDARDS PUBLICATION VE 2 - METAL CABLE TRAY INSTALLATION GUIDELINES. 11. J-HOOKS SHALL BE F/UTP RATED AND SPACED AT INTERVALS NOT TO EXCEED 5 FEET. J-HOOKS SHALL NOT EXCEED 20 CABLES OR 50% RATED MAX FILL, WHICHEVER IS LESS. WHEN J-HOOKS ARE USED TO SPAN FROM CONDUIT STUB UPS TO CABLE TRAY A BONDING BUSHING SHALL BE INSTALLED ON THE CONDUIT STUB UPS AND A MINIMUM 6AWG GROUND CONDUCTOR SHALL BE INSTALLED FROM THE BONDING BUSHING TO THE CABLE TRAY EFFECTIVELY BONDING THE METALLIC RACEWAYS TOGETHER. LINEAR DISTANCE FROM CONDUITS TO CABLE TRAY SHALL NOT EXCEED 40 FEET. 12. CABLE TRAY SHALL BE WALL MOUNTED (PREFERABLE) OR TRAPEZE MOUNTED. 13. LOCATE AND INSTALL CONDUIT SLEEVES FOR COMMUNICATION CABLING THROUGH WALLS INTO ENCLOSED SPACES AND THROUGH FLOOR PENETRATIONS. SLEEVES PROVIDED SHALL BE SIZED ACCORDING TO THE NUMBER OF CABLES PASSING THROUGH. 14. COMMUNICATON PATHWAY SUPPORTING METHODS WILL FOLLOW LOCAL CODES REQUIRED FOR THE SEISMIC ZONE. BRACING WILL BE FIELD LOCATED AND COORDINATED WITH OTHER TRADES PRIOR TO INSTALLATION. 15. ALL TELECOMMUNICATIONS RACKS AND SUPPORTING STRUCTURES (CABLE TRAYS, LADDER RACKS, CONDUITS, AND BASKETS) WITHIN A TR MUST BE BONDED TO THE PRIMARY BONDING BUSBAR OR SECONDARY BONDING BUS BAR (PBB OR SBB) AS DEFINED IN TIA-569-E AND IN TIA-607-E. 16. PROVIDE CABLE INSTALLED IN UNDERGROUND OR UNDERSLAB CONDUITS LISTED FOR USE IN WET LOCATIONS WITH A WATER BLOCKING COMPOUND. PLENUM RATED CABLE SHALL NOT BE INSTALLED IN ANY UNDERGROUND OR UNDERSLAB CONDUIT. 17. HORIZONTAL AND VERTICAL ISP BACKBONE CABLING SHALL BE PLENUM RATED. ALL COMMUNICATIONS MATERIALS/COMPONENTS ARE TO BE UL LISTED OR NRTL CERTIFIED, UNLESS OTHERWISE SPECIFIED IN DESIGN DOCUMENTATION. 18. THE MAXIMUM PERMANENT HORIZONTAL LINK DISTANCE SHALL BE 295 FEET AND THE MAXIMUM HORIZONTAL CHANNEL (LINK PLUS WORKSTATION CABLES AND PATCH CORDS) SHALL BE 328 FEET. 19. HORIZONTAL VOICE AND DATA CABLING SHALL BE CATEGORY 6A INSTALLED IN A MINIMUM 1-1/4 INCHES CONDUIT FROM THE TELECOM OUTLET LOCATIONS TO THE ACCESSIBLE CEILING, UNLESS OTHERWISE NOTED ON DRAWING SHEETS OR IN SYMBOL DESCRIPTIONS. 20. CATEGORY 6 CABLING SHALL BE TERMINATED ON 8-PIN, 8-CONDUCTOR (RJ-45) CONNECTORS USING PIN/PAR ASSIGNMENTS IN ACCORDANCE WITH T568B PIN-OUT SEQUENCE. 21. PROVIDE A MINIMUM OF 12 INCHES OF CLEARANCE ABOVE THE TOP OF CABLE TRAYS AND A MINIMUM OF 3 INCHES CLEARANCE BELOW CABLE TRAYS. PROVIDE A MINIMUM OF 12 INCHES OF CLEARANCE ON ONE SIDE OF THE TRAY. 22. INSTALL 5 INCH RADIUS DROPOUTS (WATERFALLS) FOR ANY CABLING TRAVERSING DOWN FROM THE CABLE LADDER RACK MANAGEMENT TRAY. 23. PROVIDE CABLE SLACK WHICH IS 10 FEET IN THE TELECOMMUNICATIONS ROOM, 3 FEET AT THE CABLE TRAY/CONDUIT TRANSITION, AND 1 FOOT AT THE OUTLET FOR ALL CATEGORY 6A HORIZONTAL CABLING. COIL CABLE IN A FIGURE-8 OR OBLONG CIRCLE TO PREVENT EMI INTERFERENCE. 24. PREMISE CABLING TO INCLUDE INTRABUILDING BACKBONE CABLING MUST CONFORM AND BE INSTALLED TO THE SPECIFICATIONS DEFINED BY THE MANUFACTURER INSTALLATION GUIDELINES TO INCLUDE, BUT NOT LIMITED TO: A. TERMINATION POSITION/JACKET REMOVAL B. BEND RADIUS FOR F/UTP AND OPTICAL FIBER C. MANUFACTURER-RECOMMENDED CABLE PULLING TENSION 25. LABEL ALL CABLE TERMINATIONS AND BOTH ENDS OF ALL CABLES IN ACCORDANCE WITH TIA 606-D. 26. PROVIDE CABLE TERMINATIONS INCLUDING CONNECTORS, COUPLERS, FDU'S, PATCH PANELS, STRESS RELIEF, AND WIRE MANAGEMENT ACCORDING TO THE STANDARD DETAILS. 27. REFER TO DIVISIONS 26, 27, 28 AND 33 SPECIFICATIONS FOR TELECOMMUNICATION SYSTEM ITEMS. 28. CATEGORY 6A JACKS SHALL BE THE SAME COLOR AS CORRESPONDING HORIZONTAL VOICE AND DATA CABLING. CATEGORY 6A JACKS SHALL BE THE SAME MANUFACTURER AS THE PATCH PANELS. 29. OPTICAL FIBER CABLES SHALL BE TERMINATED WITH NON KEYED DUPLEX LC OM4-TYPE CONNECTORS. 30. ANY MOTOR, TRANSFORMER, OR OTHER ELECTRICAL DEVICE GREATER THAN 5 KVA SHALL HAVE A MINIMUM OF A 4 FEET BUFFER FROM ANY WALL OF THE EF, TER, OR TR(S). 31. USE ONLY COPPER CONDUCTORS FOR GROUND CONNECTIONS. THE USE OF ALUMINUM CONDUCTORS IS NOT ALLOWED. 32. PROVIDE AS-BUILT DOCUMENTATION INCLUDING BACKBONE AND HORIZONTAL OPTICAL FIBER AND COPPER TEST RESULTS AND CERTIFICATION TEST RESULTS IN ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S GUDELINES. PROVIDE FLOOR PLANS SHOWING USER WORKSTATIONS WITH CABLING LABELING, AND BACKBONE CABLE SCHEMATIC AND LABELING IN PDF FORMAT, OR OTHER APPROVED FORMAT, AND A PRINTED HARDCOPY. TEST RESULTS WILL CONSIST OF AN EXCEL FORMATTED FILE. FOR OSP, ALL AS-BUILTS WILL BE PROVIDED ELECTRONICALLY IN CAD DWG FILE, PDF FORMATS AND INCLUDE GPS MAPPING AND PAPER COPIES. TEST RESULTS SHALL BE SUPPLIED ELECTRONICALLY TO THE PROJECT RCDD AND PROJECT ENGINEER/ARCHITECT IN THE TEST PROGRAM FORMAT. TV TV BACKBOX MOUNTED AT 60" AFF PB PUSH BUTTON CAMERA FOR OBSERVATION A - PTZ DOME 4-MP WITH 10X ZOOM B - FIXED MINI DOME 4-MP PTZ - ZOOM CAMERA WITH MOUNT M WALL MOUNTED MICROPHONE INPUT X © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 1 9 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-001 TELECOMMUNICATIONS - SYMBOLS, SCHEDULES, & NOTES 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 WAP WAP 2.2 2.3 2.4 2.5 2.6 2.7 2.D SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 2 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TS-101 TELECOMMUNICATIONS - SITE - SDSU NURSING 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 1. SEE SHEET T-001 FOR TELECOMMUNICATIONS NOTES, SYMBOLS, AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR TELECOMMUNICATION DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA-607-E. SCALE:1/8" = 1'-0" TELECOMMUNICATIONS - SITE - SDSU NURSING1 FEC FE C FEC __ _ _ _ _ _ _ _ _ BBF BBF WAP FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 FB1 WAP WAP WAP WAP DDC 4 4 4 4 4 WAPWAPWAP WAP WAP WAP W W TV TV T V FB1 M W J JJJJJJJJJJJJJJJJJJJJJJJJ J J J J J J J J J J J J J J J J J J J J J J J 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C STORAGE/JAN 010-140 SKILLS LAB 010-150(30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) VESTIBULE 001 (E) 2-HR EXIT PASSAGEWAY 002 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 EXAM ROOM 010-210 FURN STOR. 010-120 IT 010-160 T-401 1 (2) 4" SLEEVES J-HOOK (TYP) (2) 4" CONDUITS 1 N.I.C. T-401 2 1 1 1 1 1 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 2 5 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-101 TELECOMMUNICATIONS - LOWER LEVEL 01 - SDSU NURSING 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/8" = 1'-0" TELECOMMUNICATIONS - LOWER LEVEL 01 - SDSU NURSING1 1. COORDINATE EXACT LOCATION FOR THE DDC WITH THE MECHANICAL INSTALLER 1. SEE SHEET T-001 FOR TELECOMMUNICATIONS NOTES, SYMBOLS, AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR TELECOMMUNICATION DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA-607-E.1 02/13/26 PCC #1 FEC FE C FEC __ _ _ _ _ _ _ _ _ RS RS RS M M M M M TV TV T V M W 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C STORAGE/JAN 010-140 SKILLS LAB 010-150(30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) VESTIBULE 001 (E) 2-HR EXIT PASSAGEWAY 002 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 EXAM ROOM 010-210 FURN STOR. 010-120 IT 010-160 TA401 1 TA402 1 TA403 1 N.I.C. 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 2 8 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TA101 AUDIO VIDEO - LOWER LEVEL 01 - SDSU NURSING 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/8" = 1'-0" AUDIO VIDEO - LOWER LEVEL 01 - SDSU NURSING1 1. SEE SHEET T-001 FOR TELECOMMUNICATIONS NOTES, SYMBOLS, AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR TELECOMMUNICATION DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA-607-E. 1. TOUCH PANEL TO BE SURFACE MOUNTED IN PODIUM. CR CR CR CR CR CR CR CR CR CR 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C STORAGE/JAN 010-140 SKILLS LAB 010-150(30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) VESTIBULE 001 (E) 2-HR EXIT PASSAGEWAY 002 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170EXAM ROOM 010-210 FURN STOR. 010-120 IT 010-160 F F 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 3 2 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TY101 SECURITY - LOWER LEVEL 01 - SDSU NURSING 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/8" = 1'-0" SECURITY - LOWER LEVEL 01 - SDSU NURSING1 1. SEE SHEET T-001 FOR TELECOMMUNICATIONS NOTES, SYMBOLS, AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR TELECOMMUNICATION DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA-607-E. S S S S S S 98" 98" 2.2 2.3 2.5 2.6 2.7 2.D 2.C STORAGE/JAN 010-140 SKILLS LAB 010-150(30) GLOBAL CLASSROOM 010-110 (50) SHARED CLASSROOM 010-130 CORRIDOR 010-50 (E) VESTIBULE 001 (E) 2-HR EXIT PASSAGEWAY 002 RECEPTION 010-100 NURSING OFFICE 010-250 NURSING OFFICE 010-240 STAFF BREAK 010-260 GLOBAL OFFICE 010-270 EXAM ROOM 010-230 HOSPITAL ROOM 010-200 OBSERV. 010-190 EXAM ROOM 010-220 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 EXAM ROOM 010-210 FURN STOR. 010-120 IT 010-160 TA401 2 TA402 3 TA403 2 N.I.C. A A A A A A B B B B B B B B B B B B 2.2 2.3 2.4 2.5 2.6 2.7 2.D 2.C SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 1/8" = 1'-0" 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 3 5 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TA301 AUDIO VIDEO - LOWER LEVEL 01 - SDSU NURSING - RCP 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/8" = 1'-0" AUDIO VIDEO - LOWER LEVEL 01 - SDSU NURSING - RCP1 1. SEE SHEET T-001 FOR TELECOMMUNICATIONS NOTES, SYMBOLS, AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR TELECOMMUNICATION DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA-607-E. W (2) 4" SLEEVES TO HORIZONTAL PATHWAY SBB IT 010-160 (2) 4" CONDUIT TO MPOE 3 T-401 __________________________________________ 3 T-401 __________________________________________ 1 (2) 4" SLEEVES TO HORIZONTAL PATHWAY IT 010-160 (2) 4" CONDUIT TO MPOE 1 RU FIBER PATCH PANEL BLANK PANEL 48 PORT PATCH PANEL, TYPICAL HORIZONTAL CABLE MANAGER, TYPICAL 48 PORT NETWORK SWITCH BY OTHERS HDMI ENCODER CONNECTIVITY HUB UPS, TYPICAL SHEET NOTES GENERAL NOTES KEY PLAN © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 3 6 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-401 TELECOMMUNICATIONS - ENLARGED PLANS - IT 010-160 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1" = 1'-0" TELECOMMUNICATIONS - ENLARGED PLANS - IT 010-1601 1. SEE SHEET T-001 FOR AUDIO VIDEO NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR AUDIO VIDEO DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA 607-E 1 02/13/26 PCC #1 SCALE:1" = 1'-0" TELECOMMUNICATIONS - CABLE TRAY PLAN - IT 010-1602 SCALE:3/4" = 1'-0" TELECOMMUNICATION - RACK ELEVATION3 TP AV 98"TV TV T V SS SS MDC M M 2.2 2.D (30) GLOBAL CLASSROOM 010-110 3 TA401 __________________________________________ 3 TA401 __________________________________________ 1 2.D 2.D 2.2 2.22.2 2.D 2.2 98" FLAT PANEL DISPLAY 2 GANG BACK BOX 4' - 0 " 2.22.2 2.2 2.D 3 TA401 __________________________________________ 3 TA401 __________________________________________ PTZ - ZOOM PTZ - ZOOM A A AA 2.2 2.D SHELF FOR LAPTOP SHELF FOR APPLE SHELF FOR BLU-RAY SWITCHER TOUCH PANEL CONTROL HEARING ASSIST TRANSMITTER HEARING ASSIST ANTENNA 1 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 4 0 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TA401 AUDIO VIDEO - ENLARGED PLANS - GLOBAL CLASSROOM 003 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/2" = 1'-0" AUDIO VIDEO - ENLARGED PLANS - GLOBAL CLASSROOM 0031 SCALE:1/2" = 1'-0" AUDIO VIDEO - GLOBAL CLASSROOM 003 - SOUTH WALL ELEVATION3 1. SEE SHEET T-001 FOR AUDIO VIDEO NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR AUDIO VIDEO DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA 607-E SCALE:1/2" = 1'-0" AUDIO VIDEO - RCP - GLOBAL CLASSROOM 0032 1 02/13/26 PCC #1 SCALE:1 1/2" = 1'-0" GLOBAL CLASSROOM - PODIUM RACK ELEVATION4 1 1. GLOBAL CLASSROOM WILL INCLUDE A MINIMUM OF 2 HEARING ASSISTANCE RECEIVERS. 1 FE C TP AV 98" 98"W SSSS S S SM DC S MM M M M 98" 98" 2.3 2.4 2.5 2.D (50) SHARED CLASSROOM 010-130 1 2.D 2.D 2.5 2.5 2.4 2.4 2.3 2.32.3 2.4 2.5 2.D 2.32.4 98" FLAT PANEL DISPLAY 98" FLAT PANEL DISPLAY VOLUME CONTROL 2.4 2.3 4' - 0 " 1'-0" 4' - 0 " 1'-0" WALL PHONE 4' - 0 " 4' - 0 " 2.32.4 2.3 2.4 2.5 2.D PTZ - ZOOM A A A A A A A A 2.3 2.4 2.5 2.D SHELF FOR LAPTOP SHELF FOR APPLE SHELF FOR BLU-RAY SWITCHER TOUCH PANEL CONTROL HEARING ASSIST TRANSMITTER SHELF FOR TWISTED PAIR TRANSMITTER HEARING ASSIST ANTENNA 1 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 4 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TA402 AUDIO VIDEO - ENLARGED PLANS - SHARED CLASSROOM 005 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/4" = 1'-0" AUDIO VIDEO - ENLARGED PLANS - SHARED CLASSROOM 0051 SCALE:1/2" = 1'-0" AUDIO VIDEO - SHARED CLASSROOM 005 - SOUTH WALL ELEVATION5 SCALE:1/4" = 1'-0" AUDIO VIDEO - RCP - SHARED CLASSROOM 0053 1. SEE SHEET T-001 FOR AUDIO VIDEO NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR AUDIO VIDEO DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA 607-E 1 02/13/26 PCC #1 SCALE:1 1/2" = 1'-0" SHARED CLASSROOM - PODIUM RACK ELEVATION2 1 1. SHARED CLASSROOM WILL INCLUDE A MINIMUM OF 3 HEARING ASSISTANCE RECEIVERS. 1 FEC TP M M M PB PB P B SW S S P DC M M S S M 2.6 2.D SKILLS LAB 010-150 3 TA403 __________________________________________ 3 TA403 __________________________________________ 2.D 2.D 2.6 2.62.6 2.D 2.6 109" CEILING MOUNTED SCREEN PODIUM FOR AV EQUIPMENT 4' - 0 " 2.62.6 2.6 2.D 3 TA403 __________________________________________ 3 TA403 __________________________________________ A A A A A 2.6 2.D SHELF FOR LAPTOP SHELF FOR APPLE SHELF FOR BLU-RAY SWITCHER TOUCH PANEL CONTROL HEARING ASSIST TRANSMITTER HEARING ASSIST ANTENNA 1 1 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 As indicated 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 4 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t TA403 AUDIO VIDEO - ENLARGED PLANS - SKILLS LAB 008 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:1/4" = 1'-0" TELECOMMUNICATIONS - ENLARGED PLANS - SKILLS LAB 0081 SCALE:1/2" = 1'-0" AUDIO VIDEO -SKILLS LAB- NORTH WALL ELEVATION3 SCALE:1/4" = 1'-0" AUDIO VIDEO - RCP - SKILLS LAB2 1. SEE SHEET T-001 FOR AUDIO VIDEO NOTES, SYMBOLS AND ABBREVIATIONS. 2. SEE SHEET T-001 FOR AUDIO VIDEO DEVICE MOUNTING HEIGHTS UNLESS OTHERWISE NOTED. 3. GROUND AND BOND LADDER RUNWAY, EQUIPMENT CABINETS AND CONDUIT PATHWAYS PER TIA 607-E 1 02/13/26 PCC #1 SCALE:1 1/2" = 1'-0" SKILLS LAB - PODIUM RACK ELEVATION4 1. SKILLS LAB WILL INCLUDE A MINIMUM OF 2 HEARING ASSISTANCE RECEIVERS.1 NETWORK RACK 3/8" DROP-IN CONCRETE ANCHOR FENDER WASHER LOCK WASHER 3/8" HEX NUT TRIM TO 1/4" EXPOSED THREAD 86" 84" 16.5" 6.5"16" 23.75" 3-PIECE WATERFALL 6" CABLE MANAGEMENT RING IN ALL AVAILABLE LOCATIONS SEE DETAIL D1/T-565 LAN RACK OR CABINET 90" FIRE RATED PLYWOOD BACKBOARD (TYPICAL) 108" FIRE RATED PLYWOOD BACKBOARD (TYPICAL) 12" 4' COORDINATE CUT OUTS WITH GC, EC (18" AFF) VERTICAL WIRE MANAGER CABLE BUNDLE STRAIN RELIEF BRACKET HOOK & LOOP CABLE RACK 2RU WIRE MANAGER PATCH PANEL NOTES: 1. PROVIDE CABLE WRAPS ON MINIMUM 12" CENTERS IN VERTICAL WIRE MANAGERS. CABLES SHALL BE BUNDLED INTO LOGICAL GROUPS. 2. CABLES SHALL BE SECURED TO STRAIN RELIEF BRACKET 3. ATTACH CABLE LABEL BETWEEN STRAIN RELIED BRACKET AND PATCH PANEL SO THE LABEL CAN BE READ AND CORRELATED TO PATCH PANEL PORT WITHOUT UNBUNDLING ADJACENT CABLES. 4. CONTRACTOR SHALL ROUTE ALL CABLE BUNDLES TO AVOID SHARP BENDS, AND PINCH POINTS AND ALLOW LATCH OPERATION ON VERTICAL WIRE MANAGER. 5. PROVIDE PROPER QUANTITY OF PATCH PANELS. 6. STRAIN RELIEF BRACKET SHALL BE A MINIMUM OF 6" BEHIND PATCH PANEL. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 4 9 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-501 TELECOMMUNICATIONS - TELECOM ROOM/RACKS DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS NETWORK RACK ANCHORING2 SCALE:NTS TYPICAL NETWORK RACK DETAIL3 SCALE:NTS TYPICAL TELECOM ROOM HARDWARE1 SCALE:NTS CABLE STRAIN RELIEF DETAIL14 OUTLET PORT LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 PATCH PANEL NUMBER A B C D © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 1 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-502 TELECOMMUNICATIONS - PATCH PANEL DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS TYPICAL PATCH PANEL LABELING DETAIL1 SCALE:NTS FIBER PATCH PANEL DETAIL3 SCALE:NTS FIBER PATCH PANEL DETAIL - 2RU2 MOUNTING BRACKET WITH INSULATORS MINIMUM OF 1-1/2" FROM WALL. CONNECTION TO TELECOMMUNICATIONS BONDING BACKBONE (TYP) BONDING JUMPER TO EQUIPMENT INSIDE THE TELECOMMUNICATIONS SPACE (TYP) NOTE: • SBB HOLE PATTERN SHALL BE PER TIA 607-D • SBB MINIMUM DIMENSIONS SHALL BE 1/4" THICK X 2" WIDE. CONTRACTOR WILL DETERMINE LENGTH • SBB WILL BE ELECTRON TIN PLATED • SBB HOLE CENTERS WILL MATCH NEMA DOUBLE LUG CONFIGURATION • TBB CONNECTIONS SHALL BE COMPRESSION TWO-HOLE LUGS. • PROVIDE LABEL ON EACH CONNECTION THAT READS: "IF THIS CONNECTOR OR CABLE IS LOOSE OR MUST BE REMOVED, PLEASE CALL THE BUILDING TELECOMMUNICATION MANAGER" WALL MOUNTING BRACKET (TYP) CABLE TRAY REFER TO DETAIL 1/T-503 #6 AWG, STRANDED, GREEN WIRE BETWEEN THE BUILDING GROUND AND THE TELECOM GROUND BUSBAR PER THE SPECIFICATIONS CONNECT CABINET AND EQUIPMENT GROUNDS USING CTAP OR OTHER IRREVERSIBLE CONNECTIONS #6 AWG AWG CABLE VERTICAL GROUND BAR ONE PER RACK (HORIZONTAL GROUND BUS BAR ACCEPTABLE) SEE DETAIL 5/T-503 #6 AWG, STRANDED, GREEN WIRE FROM TELECOM GROUND BUSBAR TO RACK, CABLE TRAY SYSTEM AND CABINETS, TYP 6 AWG BONDING CONDUCTOR. VERTICAL RBB, ONE PER CABINET/RACK EQUIPMENT RACK VERTICAL MANAGEMENT STAND-OFF BRACKET TO MAINTAIN BONDING/ COMMUNICATIONS CABLE SEPARATION TEBC RBC © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 2 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-503 TELECOMMUNICATIONS - GROUNDING DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS SBB DETAIL1 SCALE:NTS GROUNDING SYSTEM OVERVIEW3 SCALE:NTS RACK BONDING BUSBAR (RBB)2 "J" BOLTS WITH FRAMING CLIPS, NUTS AND LOCKWASHERS INCLUDED WITH KIT LADDER RUNWAY WALL BRACKET WALL FASTENER LADDER RUNWAY WIDTH AS INDICATED ON DRAWINGS ANGLE IRON WALL SUPPORTLADDER RUNWAY CABLE TRAY MOVABLE CROSS MEMBER LADDER RUNWAY RADIUS DROP, CROSS MEMBER LADDER RUNWAY LADDER RUNWAY BUTT SPLICE KIT 6 AWG STRANDED BONDING JUMPER COMPRESSION LUG, TYP 6" ELEVATION KIT CABLE RUNWAY 2 POST RACK ALL THREADED ROD SIZE AS REQUIRED (MIN. 3/8") HOLD DOWN CLAMPS OR EXPANSION GUIDES IF REQUIRED. C-CHANNEL - SIZE AS REQUIRED BY WEIGHT SUPPORTED. SPACE SUPPORTS ACCORDING TO CABLE TRAY WORKING LOAD RATING AS MANUFACTURER'S RECOMMENDATION, AND WITHIN 24" OF EACH FITTING CONNECTION. MAXIMUM OF ONE SPLICE BETWEEN SUPPORTS. BEAM CLAMP, HANGER CLAMP OR APPROVED SUPPORT, AS REQUIRED BY WEIGHT SUPPORTED STRUCTURAL UNIT (BEAM, JOIST, SLAB, ETC.) DO NOT SUPPORT FROM BOTTOM CORD OF STEEL TRUSSES. NOTES: 1. SURFACE MOUNTED CHANNEL MUST BE SECURELY FASTENED INTO THE SLAB, WALL, ETC. SUFFICIENTLY TO CARRY THE LOAD OF THE RACEWAY AND ITS CONTENTS WITH A SAFETY FACTOR OF 3. 2. CHANNEL, RACEWAY FITTINGS & ACCESSORIES ARE TO BE GALVANIZED. 3. ALL LADDER RUNWAY INDIVIDUAL SECTIONS MUST BE BONDED TO EACH OTHER USING AN APPROVED METHOD. LADDER RACEWAY C-CHANNEL AND BRACING SURFACE MOUNTED CHANNEL SPACE SUPPORTS ACCORDING TO LADDER RACEWAY WORKING LOAD RATING AND CABLE TRAY MANUFACTURER RECOMMENDATIONS. FIRST SUPPORT MUST BE WITHIN 24" OF SPLICE WITH A MAXIMUM OF ONE SPLICE BETWEEN SUPPORTS. 6" CABLE RETAINING POST 6" CABLE RETAINING POST © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 4 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-504 TELECOMMUNICATIONS - CABLE TRAY DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS LADDER RUNWAY WALL SUPPORT5 SCALE:NTS LADDER RUNWAY WALL SUPPORT KIT6 SCALE:NTS LADDER RUNWAY DROP OUT7 SCALE:NTS LADDER RUNWAY BUTT SPLICE4 SCALE:NTS LADDER RUNWAY BONDING8 SCALE:NTS 6" ELEVATION KIT3 SCALE:NTS TYPICAL LADDER RUNWAY DETAIL1 SCALE:NTS WALL MOUNTED LADDER RUNWAY DETAIL2 6 AWG STRANDED BONDING JUMPER COMPRESSION LUG, TYP LADDER RUNWAY THREADED ROD LADDER RUNWAY END SUPPORT HEX NUT SPLIT LOCK WASHER FENDER WASHER HILTI QUICK BOLT II EXPANSION ANCHOR CORNER CLAMP BRACKET LADDER RUNWAY LADDER RUNWAY AUXILIARY FRAMING BAR CORNER CLAMP BRACKET STRUCTURAL UNIT BEAM CLAMP OR HANGER CLAMP AS REQUIRED BY WEIGHT SUPPORTED ALL THREAD - SIZE AS REQUIRED RACEWAY 1/2" THRU 6" CONDUIT HANGER NOTE: TIE WIRE SHALL NOT BE USED AS A COMPONENT OF ANY RACEWAY HANGER SYSTEM. STRUCTURAL UNIT BEAM CLAMP OR HANGER CLAMP AS REQUIRED BY WEIGHT SUPPORTED RACEWAY 1/2" THRU 1" 1/2" 3/8" 9'-0" AFF. 10'-6" AFF. 12'-0" AFF. 9" O.C. TYP. RUNWAY SPLICE 2012 500 MCM INSULATED COPPER EQUIPMENT GROUND JUNCTION KIT 2014 CABLE BRACKET 24" O.C. SEE NEWTON FIGURE 2052 DETAIL (TYP) CABLE LADDER NEWTON FIGURE 2004-4 + 12" NEWTON FIGURE 2003-23 + 16" NEWTON FIGURE 2003-26 + 24" NEWTON FIGURE 2003-29 + 30" NEWTON FIGURE 2003-30 + 36" 5/8" ALL THREAD ROD WITH P1000 UNISTRUT TRAPEZE OR (NEWTON 3022-11) AS REQUIRED HANGERS 4'-0" O.C. UP TO P-1000 UNISTRUT INSTALL ON BOTH SIDES OF CABLE LADDER RUNWAY BRACKET 3029-1 2-5/8" HEX NUTS 3014-8 LOCK WASHER 3015-8 SAUNDERS SB-156 WASHER SB-1048-A NUT SB-1028 INTUMESCENT MATERIAL VELCRO CABLE BANDS STEEL CASING WALL MOUNT BRACKETS WALL INTUMESCENT MATERIAL WALL MOUNT BRACKETS STEEL CASING CABLE TRAY #6 AWG GROUND WIRE GROUND LUG, TYP NOTES: 1. SURFACE MOUNTED CHANNELL MUST BE SECURELY FASTENED INTO SLAB, WALL, ETC. SUFFICIENTLY TO CARRY THE LOAD OF THE TRAY AND ITS CONTENTS WITH A SAFETLY FACTOR OF 3. 2. ALL CHANNEL, TRAY FITTINGS AND ACCESSORIES ARE TO BE GALVANIZED. © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 6 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-505 TELECOMMUNICATIONS - CABLE TRAY DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS LADDER RUNWAY TEE BONDING2 SCALE:NTS LADDER RUNWAY SUPPORT1 SCALE:NTS LADDER RUNWAY FOOT6 SCALE:NTS LADDER RUNWAY JUNCTION KIT5 SCALE:NTS LADDER RUNWAY END CLOSING KIT4 SCALE:NTS TYPICAL CABLE TRAY SUPPORT METHODS DETAIL7 SCALE:NTS CABLE LADDER3 SCALE:NTS FIRE RATED WALL PENETRATION ASSEMBLY8 STUB CONDUIT UP TO J-HOOKS MAINTAIN MINIMUM BEND RADIUS EMT CONDUIT EMT FITTING 4 11/16" SQUARE BY 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG MUD RING ELEVATION AS NOTED 21 3 4 5 6 7 8 T R T R PAIR 2 PAIR 1 PAIR 4 PAIR 3 BLUE (TIP) BLUE/WHITE (RING) ORANGE (TIP) ORANGE/WHITE (RING) GREEN (TIP) GREEN/WHITE (RING) BROWN (TIP) BROWN/WHITE (RING) PAIR 4 PAIR 3 PAIR 2 PAIR 1 MODULAR JACK WIRING DIAGRAM TIA T568B WIRING LABEL T R T R NOTES: 1. TYPICAL FOR WOOD AND METAL STUD ROUGH-IN. 2. PLASTER RINGS NOT SHOWN. 3. LOCATE ALL OUTLET BOXES IN ACCORDANCE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, AND WITH ALL APPLICABLE SHOP DRAWINGS. 4. IN ACCORDANCE WITH UFC 3-520-01 3-6.1, PROVIDE A MINIMUM OF 12" OF SEPARATION BETWEEN OUTLET BOXES LOCATED ON OPPOSITE SIDES ON COMMON WALLS. TYPICAL WALL OUTLET BAR STRAPS BAR STRAPS BAR STRAPS TYPICAL OUTLET BOX TYPICAL OUTLET BOX BOX SUPPORT AS REQUIRED FOR TYPE OF CONSTRUCTION PROVIDE CONDUIT SUPPORT IN ACCORDANCE WITH NEC SPACING REQUIREMENTS FOR TYPE OF RACEWAY REQUIRED. 1" CONDUIT COMPRESSION TYPE STEEL CONNECTOR 4 11/16" SQAURE BY 2 1/8" DEEP OUTLET BOX NOTES: 1. OFFSET CONDUIT TERMINATION TO FACILITATE COILING CABLE IN BOX. 2. FACEPLATE SHALL BE RAISED SINGLE GANG OR DUAL DANG AS INDICATED BY OUTLET TYPE. 3. COORDINATE BOX, REDUCER AND FACEPLATE TO ASSURE PROPER FIT. SINGLE GANG PLASTER RING REDUCER. RAISED DEVICE COVER. EMT CONDUIT EMT FITTING 4 11/16" SQUARE BY 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG MUD RING CEILING © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-506 TELECOMMUNICATIONS - OUTLET DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS FLUSH MOUNTED OUTLET BOX4 SCALE:NTS T568B PINOUT DIAGRAM5 SCALE:NTS TYPICAL ROUGH-IN REQUIREMENTS DETAIL2 SCALE:NTS STANDARD WALL OUTLET DETAIL1 SCALE:NTS CEILING MOUNTED OUTLET BOX3 101-2 MODULAR 8P8C CONNECTOR (TYP OF 3) D-A098 D-A099 4 11/16" SQUARE X 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG PLASTER RING 1" STEEL CONDUIT COVER WITH BLANKS (TYP OF 1) LABELING IAW TIA-606, TV-001 1" STEEL CONDUIT LABELING IAW TIA-606, 4 11/16" SQUARE X 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG PLASTER RING 100-2 MODULAR 8P8C CONNECTOR W MOUNTING LUG DDC 101-2 MODULAR 8P8C CONNECTOR (TYP OF 2) D-A098 D-A099 4 11/16" SQUARE X 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG PLASTER RING 1" STEEL CONDUIT LABELING IAW TIA-606, ROOM/OUTLET LABELING IAW 101-2 MODULAR 8P8C CONNECTOR (TYP OF 4) D-A098 D-A099 4 11/16" SQUARE X 2 1/8" DEEP OUTLET BOX WITH SINGLE GANG PLASTER RING 1" STEEL CONDUIT LABELING TIA-606, ROOM/OUTLET LABELING 4 D-A096 D-A097 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 8 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-507 TELECOMMUNICATIONS - OUTLET DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS TYPICAL DATA/VOICE TELECOMM OUTLET DETAIL1 SCALE:NTS TYPICAL WALL PHONE OUTLET DETAIL2 SCALE:NTS TYPICAL DIRECT DIGITAL CONTROL OUTLET DETAIL3 SCALE:NTS CEILING MOUNTED DATA/VOICE TELECOMM OUTLET DETAIL4 TYPICAL PANEL MOUNTING BRACKET PANEL A LOCATION PANEL B LOCATIONPANEL C LOCATION PANEL D (POWER OUTLET SHOWN AS EXAMPLE) INSTALL COVER PRIOR TO CONCRETE POUR FITTING AS REQUIRED CONDUIT, TYPICAL CONDUIT KNOCKOUTS, TYPICAL FB1 PANEL B BL U E PANEL C PANEL D PANEL A LABELING PER TIA-606, TYPICAL BL U E BL U E MODULAR 8P8C CONNECTOR, TYPICAL POWER RECEPTABLE, REFER TO ELECTRICAL DRAWINGS POWER RECEPTABLE, REFER TO ELECTRICAL DRAWINGS FB1 BL U E B L U E BL U E BL U E BL U E MODULAR 8P8C CONNECTOR (TYPICAL OF 2) A-4LABELING IAW TIA-606, WAP TO NEAREST TELECOM PATHWAY DROPPED CEILING GRID RAIL CONDUIT MIN. 1" CONDUIT/PIPE HANGER (TYP) THREADED ROD, SIZE TO BE DETERMINED BY ELECTRICAL CONTACTOR (TYP) OUTLET BOX, PER DESIGN WAP OUTLET FACEPLATE, PER DESIGN DROPPED CEILING HANGER WIRE (TYP) MI N . 3 " © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 2 : 5 9 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-508 TELECOMMUNICATIONS - OUTLET DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS TELECOM FLOOR BOX DETAIL1 SCALE:NTS TELECOM FLOOR BOX PANEL DETAIL2 SCALE:NTS WAP OUTLET DETAIL3 SCALE:NTS WAP OUTLET MOUNTING DETAIL - DROPPED CEILING4 4' - 0 " 6' - 5 3 1 / 3 2 " TV DATA OUTLET POWER OUTLET (REFER TO ELECTRICAL) 85" DIAGONAL DISPLAY DISPLAY MOUNT BEHIND S SECURE SAFETY CABLE TO STRUCTURE ABOVE SPEAKER ENCLOSURE TILE BRIDGE T-BAR GRID CEILING TILE SPEAKER GRILLE Side View TOP VIEW THROUGH FURNITURE TO FLOORBOXPODIUM MOUNTING CLAMP, TYP SINGLE WOOD STUD MOUNTSSOLID STRUCTURE MOUNTING POINTS 1.5" NIPPLE (NTP) TENSION KNOBS SAFETY KNOB SECURITY SCREWS LEVELING SCREWS UNIVERSAL MOUNTING BRACKET LEG ASSEMBLY PROJECTOR TRI-LOCK OPENING CEILING TO BUILDING STRUCTURE TWISTED PAIR RECEIVER PROJECTOR PIPE LENGTH AS REQUIRED CEILING RECESSED MOUNT PTZ CAMERA CONCEALED J-BOX SUPPORTED BY STRUCTURE CONCEALED CONDUITS 1 2 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 0 1 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-509 TELECOMMUNICATIONS - AV DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS DISPLAY ELEVATION DETAIL2 SCALE:NTS RECESSED SPEAKER MOUNTING DETAIL1 SCALE:NTS Extron Desk Cubby Control Panel4 SCALE:NTS PROJECTOR MOUNTING DETAIL3 SCALE:NTS PROJECTOR DETAIL5 SCALE:NTS CAMERA MOUNTING DETAIL6 CR EH EL TO ACS PANEL SEE FLOOR PLANS FOR LOCATION 12" x 12" x 4" LOCKING, IP10 ENCLOSURE, SURFACE MOUNTED ON SECURE SIDE OF DOOR ABOVE THE CEILING. CARD READER ELECTRIC HINGE ELECTRIC LOCK (INTEGRATED INTO DOOR HANDLE HARDWARE) TO ACS PANEL PLAN VIEW DT-101 NON-SECURE SIDE ELEVATIONS VIEW EH EL CR TO ACS PANEL CARD READER 12" x 12" x 4" LOCKING, IP10 ENCLOSURE, SURFACE MOUNTED ON SECURE SIDE OF DOOR ABOVE THE CEILING. SEE FLOOR PLANS FOR LOCATION ELECTRIC HINGE ELECTRIC LOCK (INTEGRATED INTO DOOR HANDLE HARDWARE) TO ACS PANEL PLAN VIEW DT-201 NON-SECURE SIDE ELEVATIONS VIEW 48" FUSE BLOCK, AS REQUIRED, TYPICAL MR-50 CONTROLLERS, TYPICAL POWER SUPPLY MODULE AC POWER SOURCE AND DISCONNECT 1" CONDUIT TO GUTTER ABOVE CONDUIT COLLECTION GUTTER, SIZE AS REQUIRED FOR CONDUIT QUANTITY 3/4" CONDUIT TO DOORS 24" X 36" ENCLOSURE SPARE POWER SUPPLY MODULE VINDICATOR CONTROL MODULE HID 1 2 3 4 5 6 7 8 9 *0 # +DC GND D0 D1 RET GRN LED RED LED BEEPER HOLD TAMPER TAMPER RED BLK GRN WHT DRAIN BRN BLU GND BZR LED CLK/D1 DAT/D0 VO TR+ TR- SG B A1 2 3 4 5 6 7 8 NC C NO NO NC C 12VDC GND I2 I2 I1 I1 FUSED POWER OUTPUTS COMMON POWER OUTPUTS 1 2 3 4 5 6 7 8 N P S DO O R S T R I K E © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 0 3 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-510 TELECOMMUNICATIONS - SECURITY DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS SINGLE DOOR CARD READER IN/OUT1 SCALE:NTS DOUBLE DOOR CARD READER2 SCALE:NTS ACS PANEL LAYOUT DETAIL3 SCALE:NTS CARD READER AND CONTROLLER WIRING DIAGRAM4 48" Side View TOP VIEW THROUGH FURNITURE TO FLOORBOX © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 11 / 2 5 / 2 0 2 5 1 1 : 4 7 : 2 9 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-511 TELECOMMUNICATIONS - PA/AV DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS EXTRON DESK CUBBY CONTROL PANEL DETAIL1 CREH EL TO ACS PANEL SEE FLOOR PLANS FOR LOCATION 12" x 12" x 4" LOCKING, IP10 ENCLOSURE, SURFACE MOUNTED ON SECURE SIDE OF DOOR ABOVE THE CEILING. CARD READER ELECTRIC HINGE ELECTRIC LOCK (INTEGRATED INTO DOOR HANDLE HARDWARE) TO ACS PANEL PLAN VIEW DT-101 NON-SECURE SIDE ELEVATIONS VIEW EH EL CR TO ACS PANEL CARD READER 12" x 12" x 4" LOCKING, IP10 ENCLOSURE, SURFACE MOUNTED ON SECURE SIDE OF DOOR ABOVE THE CEILING. SEE FLOOR PLANS FOR LOCATION ELECTRIC HINGE ELECTRIC LOCK (INTEGRATED INTO DOOR HANDLE HARDWARE) TO ACS PANEL PLAN VIEW DT-201 NON-SECURE SIDE ELEVATIONS VIEW © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 11 / 2 5 / 2 0 2 5 1 1 : 4 7 : 3 0 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-512 TELECOMMUNICATIONS - SECURITY DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS SINGLE DOOR CARD READER IN/OUT1SCALE:NTS DOUBLE DOOR CARD READER2 FUSE BLOCK, AS REQUIRED, TYPICAL MR-50 CONTROLLERS, TYPICAL POWER SUPPLY MODULE AC POWER SOURCE AND DISCONNECT 1" CONDUIT TO GUTTER ABOVE CONDUIT COLLECTION GUTTER, SIZE AS REQUIRED FOR CONDUIT QUANTITY 3/4" CONDUIT TO DOORS 24" X 36" ENCLOSURE SPARE POWER SUPPLY MODULE VINDICATOR CONTROL MODULE HID 1 2 3 4 5 6 7 8 9 *0 # +DC GND D0 D1 RET GRN LED RED LED BEEPER HOLD TAMPER TAMPER RED BLK GRN WHT DRAIN BRN BLU GND BZR LED CLK/D1 DAT/D0 VO TR+ TR- SG B A1 2 3 4 5 6 7 8 NC C NO NO NC C 12VDC GND I2 I2 I1 I1 FUSED POWER OUTPUTS COMMON POWER OUTPUTS 1 2 3 4 5 6 7 8 N P S DO O R S T R I K E © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 11 / 2 5 / 2 0 2 5 1 1 : 4 7 : 3 1 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-513 TELECOMMUNICATIONS - SECURITY DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS ACS PANEL LAYOUT DETAIL1SCALE:NTS CARD READER AND CONTROLLER WIRING DIAGRAM2 CEILING RECESSED MOUNT PTZ CAMERA CONCEALED J-BOX SUPPORTED BY STRUCTURE CONCEALED CONDUITS 1 2 SHEET NOTES GENERAL NOTES © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 11 / 2 5 / 2 0 2 5 1 1 : 4 7 : 3 2 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-514 TELECOMMUNICATIONS - SECURITY DETAILS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 1. FIELD ROUTE 1" CONDUIT TO CLOSEST TELECOMMUNICATIONS PATHWAY. 2. INCLUDE T-BAR BRIDGE AND BACK BOX FOR SHEET ROCK TILE CEILING. SCALE:NTS PTZ CAMERA MOUNTING DETAIL1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 0 7 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-601 TELECOMMUNICATIONS - DATA DEVICE SCHEDULE 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SECURITY DEVICE SCHEDULE LEVEL DEVICE TYPE ROOM NAME ROOM NUMBER LOWER LEVEL CARD READER STANDARD VESTIBULE 001 LOWER LEVEL CARD READER STANDARD CORRIDOR 010-50 LOWER LEVEL CARD READER STANDARD RECEPTION 010-100 LOWER LEVEL CARD READER STANDARD GLOBAL CLASSROOM 010-110 LOWER LEVEL CARD READER STANDARD SHARED CLASSROOM 010-130 LOWER LEVEL CARD READER STANDARD EXTERIOR N/A LOWER LEVEL SECURITY CAMERA FIXED (E) VESTIBULE 001 LOWER LEVEL SECURITY CAMERA FIXED RECEPTION 010-100 SDSU SITE SECURITY CAMERA FIXED PATIO N/A AUDIO VIDEO DEVICE SCHEDULE LEVEL DEVICE TYPE ROOM NAME ROOM NUMBER MANUFACTURER MODEL NUMBER LOWER LEVEL CAMERA ZOOM W MOUNT GLOBAL CLASSROOM 010-110 AVER / VADDIO TR315 / 535-2000-290 LOWER LEVEL CAMERA ZOOM W MOUNT GLOBAL CLASSROOM 010-110 AVER / VADDIO TR315 / 535-2000-290 LOWER LEVEL CAMERA ZOOM W MOUNT SHARED CLASSROOM 010-130 AVER / VADDIO TR315 / 535-2000-290 LOWER LEVEL CAMERA PTZ DOME SKILLS LAB 010-150 AXIS M5526-E LOWER LEVEL CAMERA PTZ DOME SKILLS LAB 010-150 AXIS M5526-E LOWER LEVEL CAMERA PTZ DOME SKILLS LAB 010-150 AXIS M5526-E LOWER LEVEL CAMERA PTZ DOME HOSPITAL ROOM 010-170 AXIS M5526-E LOWER LEVEL CAMERA FIXED MINI DOME HOSPITAL ROOM 010-170 AXIS M3086-V LOWER LEVEL CAMERA PTZ DOME HOSPITAL ROOM 010-180 AXIS M5526-E LOWER LEVEL CAMERA FIXED MINI DOME HOSPITAL ROOM 010-180 AXIS M3086-V LOWER LEVEL CAMERA PTZ DOME HOSPITAL ROOM 010-200 AXIS M5526-E LOWER LEVEL CAMERA FIXED MINI DOME HOSPITAL ROOM 010-200 AXIS M3086-V LOWER LEVEL CAMERA PTZ DOME EXAM ROOM 010-210 AXIS M5526-E LOWER LEVEL CAMERA FIXED MINI DOME EXAM ROOM 010-210 AXIS M3086-V LOWER LEVEL CAMERA PTZ DOME EXAM ROOM 010-220 AXIS M5526-E LOWER LEVEL CAMERA FIXED MINI DOME EXAM ROOM 010-220 AXIS M3086-V LOWER LEVEL CAMERA PTZ DOME EXAM ROOM 010-230 AXIS M5526-E LOWER LEVEL CAMERA FIXED MINI DOME EXAM ROOM 010-230 AXIS M3086-V LOWER LEVEL CEILING MICROPHONE NORMAL GLOBAL CLASSROOM 010-110 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL GLOBAL CLASSROOM 010-110 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL GLOBAL CLASSROOM 010-110 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SHARED CLASSROOM 010-110 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SHARED CLASSROOM 010-130 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SHARED CLASSROOM 010-130 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SHARED CLASSROOM 010-130 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SHARED CLASSROOM 010-130 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SHARED CLASSROOM 010-130 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SKILLS LAB 010-150 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SKILLS LAB 010-150 SHURE MXA901 LOWER LEVEL CEILING MICROPHONE NORMAL SKILLS LAB 010-150 SHURE MXA901 LOWER LEVEL DOCUMENT CAMERA NORMAL GLOBAL CLASSROOM 010-110 VADDIO DOC CAM 4K HDBT LOWER LEVEL DOCUMENT CAMERA NORMAL SHARED CLASSROOM 010-130 VADDIO DOC CAM 4K HDBT LOWER LEVEL DOCUMENT CAMERA NORMAL SKILLS LAB 010-150 VADDIO DOC CAM 4K HDBT LOWER LEVEL FLAT PANEL DISPLAY 98" SHARED CLASSROOM 005 SONY FW-98BZ30L LOWER LEVEL FLAT PANEL DISPLAY 98" SHARED CLASSROOM 005 SONY FW-98BZ30L LOWER LEVEL FLAT PANEL DISPLAY 98" GLOBAL CLASSROOM 010-110 SONY FW-98BZ30L LOWER LEVEL PROJECTION SCREEN 109" SKILLS LAB 010-150 DA-LITE ADVANTAGE LOWER LEVEL PROJECTOR NORMAL SKILLS LAB 010-150 SONY VPL-FHZ85 LOWER LEVEL PUSH BUTTON LEARNING SPACE SKILLS LAB 010-150 AXIS D3110 LOWER LEVEL PUSH BUTTON LEARNING SPACE SKILLS LAB 010-150 AXIS D3110 LOWER LEVEL PUSH BUTTON LEARNING SPACE SKILLS LAB 010-150 AXIS D3110 LOWER LEVEL SPEAKER NORMAL GLOBAL CLASSROOM 010-110 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL GLOBAL CLASSROOM 010-110 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL GLOBAL CLASSROOM 010-110 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL GLOBAL CLASSROOM 010-110 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SHARED CLASSROOM 010-130 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SKILLS LAB 010-150 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SKILLS LAB 010-150 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SKILLS LAB 010-150 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SKILLS LAB 010-150 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SKILLS LAB 010-150 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL SKILLS LAB 010-150 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL HOSPITAL ROOM 010-170 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL HOSPITAL ROOM 010-180 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL HOSPITAL ROOM 010-200 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL EXAM ROOM 010-210 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL EXAM ROOM 010-220 EXTRON SF 228T PLUS LOWER LEVEL SPEAKER NORMAL EXAM ROOM 010-230 EXTRON SF 228T PLUS DATA DEVICE SCHEDULE LEVEL DEVICE NETWORK CABLE TYPE MOUNTING TYPE ROOM NAME ROOM NUMBER LOWER LEVEL CEILING - DATA OUTLET CAT6A CEILING SKILLS LAB 010-150 LOWER LEVEL CEILING - DATA OUTLET CAT6A CEILING SKILLS LAB 010-150 LOWER LEVEL CEILING - DATA OUTLET CAT6A CEILING SKILLS LAB 010-150 LOWER LEVEL CEILING - DATA OUTLET CAT6A CEILING SKILLS LAB 010-150 LOWER LEVEL CEILING - DATA OUTLET CAT6A CEILING SKILLS LAB 010-150 LOWER LEVEL CEILING - WAP CAT6A CEILING EXIT CORRIDOR 002 LOWER LEVEL CEILING - WAP CAT6A CEILING RECEPTION 010-100 LOWER LEVEL CEILING - WAP CAT6A CEILING GLOBAL CLASSROOM 010-110 LOWER LEVEL CEILING - WAP CAT6A CEILING SHARED CLASSROOM 010-130 LOWER LEVEL CEILING - WAP CAT6A CEILING SKILLS LAB 010-150 LOWER LEVEL CEILING - WAP CAT6A CEILING HOSPITAL ROOM 010-180 LOWER LEVEL CEILING - WAP CAT6A CEILING HOSPITAL ROOM 010-200 LOWER LEVEL CEILING - WAP CAT6A CEILING EXAM ROOM 010-220 LOWER LEVEL CEILING - WAP CAT6A CEILING EXAM ROOM 010-230 LOWER LEVEL CEILING - WAP CAT6A CEILING NURSING OFFICE 010-240 LOWER LEVEL CEILING - WAP CAT6A CEILING STAFF BREAK 010-260 LOWER LEVEL CEILING - WAP CAT6A CEILING EXTERIOR N/A LOWER LEVEL CEILING - WAP CAT6A CEILING EXTERIOR N/A LOWER LEVEL DATA/VOICE CAT6A WALL RECEPTION 010-100 LOWER LEVEL DATA/VOICE CAT6A WALL RECEPTION 010-100 LOWER LEVEL DATA/VOICE CAT6A WALL RECEPTION 010-100 LOWER LEVEL DATA/VOICE CAT6A WALL RECEPTION 010-100 LOWER LEVEL DATA/VOICE CAT6A WALL RECEPTION 010-100 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL CLASSROOM 010-110 LOWER LEVEL DATA/VOICE CAT6A WALL SHARED CLASSROOM 010-130 LOWER LEVEL DATA/VOICE CAT6A WALL SHARED CLASSROOM 010-130 LOWER LEVEL DATA/VOICE CAT6A WALL SHARED CLASSROOM 010-130 LOWER LEVEL DATA/VOICE CAT6A WALL SHARED CLASSROOM 010-130 LOWER LEVEL DATA/VOICE CAT6A WALL SHARED CLASSROOM 010-130 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL SKILLS LAB 010-150 LOWER LEVEL DATA/VOICE CAT6A WALL HOSPITAL ROOM 010-170 LOWER LEVEL DATA/VOICE CAT6A WALL HOSPITAL ROOM 010-180 LOWER LEVEL DATA/VOICE CAT6A WALL OBSERVATION ROOM 010-190 LOWER LEVEL DATA/VOICE CAT6A WALL OBSERVATION ROOM 010-190 LOWER LEVEL DATA/VOICE CAT6A WALL OBSERVATION ROOM 010-190 LOWER LEVEL DATA/VOICE CAT6A WALL OBSERVATION ROOM 010-190 LOWER LEVEL DATA/VOICE CAT6A WALL HOSPITAL ROOM 010-200 LOWER LEVEL DATA/VOICE CAT6A WALL EXAM ROOM 010-210 LOWER LEVEL DATA/VOICE CAT6A WALL EXAM ROOM 010-220 LOWER LEVEL DATA/VOICE CAT6A WALL EXAM ROOM 010-230 LOWER LEVEL DATA/VOICE CAT6A WALL NURSING OFFICE 010-240 LOWER LEVEL DATA/VOICE CAT6A WALL NURSING OFFICE 010-240 LOWER LEVEL DATA/VOICE CAT6A WALL NURSING OFFICE 010-240 LOWER LEVEL DATA/VOICE CAT6A WALL NURSING OFFICE 010-250 LOWER LEVEL DATA/VOICE CAT6A WALL NURSING OFFICE 010-250 LOWER LEVEL DATA/VOICE CAT6A WALL NURSING OFFICE 010-250 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL OFFICE 010-270 LOWER LEVEL DATA/VOICE CAT6A WALL GLOBAL OFFICE 010-270 LOWER LEVEL DDC CAT6A WALL CORRIDOR 010-50 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR GLOBAL CLASSROOM 010-110 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR GLOBAL CLASSROOM 010-110 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SHARED CLASSROOM 010-130 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SKILLS LAB 010-150 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SKILLS LAB 010-150 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SKILLS LAB 010-150 LOWER LEVEL FLOOR BOX - FB1 CAT6A FLOOR SKILLS LAB 010-150 LOWER LEVEL WALL PHONE CAT6A WALL Grand total: 82 IT 010-160 LOWER LEVEL LOWER LEVEL EXISTING IDF 139 LOWER LEVEL NEW (2) 4" CONDUITS FIRST FLOOR EXISTING MPOE EXISTING (4) 4" CONDUIT SLEEVES WAP TYPICAL RACK (1) CAT6A CABLE (2) CAT6A CABLES (2) CAT6A CABLES FB1 (1) CAT6A CABLE NOTE: NUMBER OF DATA/VOICE JACK MAY VARY. REFER TO SHEET T-101 FOR ADDITIONAL DETAILS. LOWER LEVEL 24 STRAND SM FIBER 25-PAIR COPPER IT 010-160 LOWER LEVEL EXISTING IDF 139 LOWER LEVEL FIRST FLOOR EXISTING MPOE STEEL COLUMN MPOE (EXISTING) 1ST FLOOR LESS THAN 4 (3) 4 - 6 (14 - 20) 6 - 8 (21 - 26) 8 - 10 (27 - 33) 10 - 13 (34 - 41) 13 - 16 (42 - 52) 16 - 20 (53 - 66) 20 - 26 (67 - 84) 26 - 32 (85 - 105) 32 - 38 (106 - 125) 38 - 46 (126 - 150) 46 - 53 (151 - 175) 53 - 76 (176 - 250) 76 - 91 (251 - 300) GREATER THAN 91 (301) 6 4 3 2 1 1/0 2/0 3/0 4/0 300 KCMIL 350 KCMIL 250 KCMIL 500 KCMIL 600 KCMIL 750 KCMIL TBB/GE LINEAR LENGTH M (FT) TBB/GE SIZE (AWG) SIZE PER TIA (TYP ALL) LOWER LEVEL IT 010-160 (NEW) SBB (NEW) IDF ROOM 139 (EXISTING) SBB (EXISTING) TO PBB © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 0 8 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-701 TELECOMMUNICATIONS - RISER DIAGRAMS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS BACKBONE CONDUIT RISER DIAGRAM3 SCALE:NTS HORIZONTAL CABLING RISER DIAGRAM4 SCALE:NTS BACKBONE CABLING RISER DIAGRAM2 SCALE:NTS GROUNDING RISER DIAGRAM DETAIL1 PODIUM LOUDSPEAKERS APPLE LAPTOP LAPTOP BLU-RAY PLAYER VIDEO SWITCHER HDMI HDMI HDMI CAT6 TWISTED PAIR RECEIVER HDMI 18 AWG 98" FLAT PANEL DISPLAY PODIUM MOUNTED TOUCH PANEL CAT6A CAT6A CONTROL CEILING MOUNTED MICROPHONE CAT6A CEILING MOUNTED ZOOM CAMERA CAT6A ROOM SCHEDULER IT 010-060 CAT6A CEILING MOUNTED ZOOM CAMERA CAT6A GLOBAL CLASSROOM NETWORK SWITCH ANTENNA HEARING ASSISTANCE TRANSMITTER 1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 NOT TO SCALE Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 0 9 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-702 AUDIO VIDEO - GLOBAL CLASSROOM - RISER DIAGRAMS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS GLOBAL CLASSROOM AV SYSTEM WIRING DIAGRAM1 1 02/13/26 PCC #1 PODIUM ANTENNA LOUDSPEAKERS APPLE LAPTOP LAPTOP BLU-RAY PLAYER VIDEO SWITCHER HDMI HDMI HDMI CAT6 CAT6TWISTED PAIR TRANSMITTER TWISTED PAIR RECEIVER TWISTED PAIR RECEIVER HDMI HDMIHDMI 18 AWG PODIUM MOUNTED TOUCH PANEL CAT6A CAT6A CEILING MOUNTED MICROPHONE CAT6A CEILING MOUNTED ZOOM CAMERACAT6A ROOM SCHEDULERCAT6A IT 010-060 NETWORK SWITCH SHARED CLASSROOM HEARING ASSISTANCE TRANSMITTER 98" FLAT PANEL DISPLAY 98" FLAT PANEL DISPLAY © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 1 0 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-703 AUDIO VIDEO - SHARED CLASSROOM - RISER DIAGRAM 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS SHARED CLASSROOM AV SYSTEM WIRING DIAGRAM1 PODIUM APPLE LAPTOP LAPTOP BLU-RAY PLAYER VIDEO SWITCHER HDMI HDMI HDMI CAT6 TWISTED PAIR RECEIVER HDMI CAT6A PROJECTOR PODIUM MOUNTED TOUCH PANEL CAT6A ROOM SCHEDULER IT 010-060 CAT6A CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONECONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A PUSH BUTTON SKILLS LAB LOUDSPEAKERS #18 AWG ANTENNA HEARING ASSISTANCE TRANSMITTER 1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 1 1 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-704 AUDIO VIDEO - SKILLS LAB - RISER DIAGRAMS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 1 02/13/26 PCC #1 SCALE:NTS SKILLS LAB - AV SYSTEM WIRING DIAGRAM1 CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONE IT 010-060 EXAM ROOM 010-230 EXAM ROOM 010-220 EXAM ROOM 010-210 HOSPITAL ROOM 010-200 HOSPITAL ROOM 010-180 HOSPITAL ROOM 010-170 CONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONE IT 010-060 CONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONE IT 010-060 CONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONE IT 010-060 CONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONE IT 010-060 CONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A CEILING MOUNTED LOUDSPEAKER CEILING MOUNTED FIXED CAMERA CEILING MOUNTED PTZ CAMERA DESK TOP MICROPHONE IT 010-060 CONNECTIVITY HUB NETWORK SWITCH HDMI ENCODER HDMI ENCODER MIC CABLE CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A CAT6A © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 NTS 2/ 1 3 / 2 0 2 6 1 2 : 4 3 : 1 2 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 S D S U N U R S I N G - T E L E C O M - A V . r v t T-705 AUDIO VIDEO - EXAM/HOSPITAL ROOMS - RISER DIAGRAMS 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Chula Vista, CA 91915 SCALE:NTS EXAM AND HOSPITAL ROOM - AV WIRING DIAGRAM1 © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 2 / 2 0 2 6 2 : 2 4 : 0 4 P M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 .6 0 0 M i l l e n i a S D S U N u r s i n g + G l o b a l C a m p u s - P l u m b i ng _ R 2 4 . r v t P-002 PLUMBING - T-24 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 1 02/13/2026 PCC #1 1 LLPPAANN TTEEAA EEDDRR TT SSII EEGG RR SS EETT NNRRLLFFAAOOIIFFCCOO Exp. 9-30-27Exp. 9-30-27 EE E 22904E 22904 EELL LLAACCIIRRCCTT EE AA II II EERR EENN GGNN FFRROO OOIIEESSSS AARR BB HHAARRSSIIDDII DD AAII © Gensler Date Description Project Name Project Number Description Scale Seal / Signature 2023 Tel 619.557.2500 Fax 619.557.2520 225 Broadway Suite 100 San Diego, CA 92101 United States 1455 Frazee Rd Suite 600 San Diego, CA 92108 United States Tel 619.232.4673 2550 Fifth Ave Suite 810 San Diego, CA 92103 United States Tel 858.638.0600 2/ 1 3 / 2 0 2 6 9 : 2 6 : 0 6 A M Au t o d e s k D o c s : / / 0 5 5 . 7 3 9 2 . 0 0 0 - M i l l e n i a T I / 0 5 5 . 7 3 9 2 . 5 0 0 S D S U N U R S I N G - E L E C T R I C A L . r v t E003 TITLE 24 55.7392.600 Millenia - SDSU Nursing/ Global TI 1785 Millenia Avenue Lower Level 01 Chula Vista CA 91915 12/15/25 CITY SUBMITTAL 1 1 02/13/26 PCC#1 1