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Home My WebLink About1610 E St Andrew Pl #240 - Plan April 9, 2025 This form grants the following Renault and Moran Construction, LLC dba RAM Construction employees authorization to act on behalf of Matthew Renault and RAM Construction for the purpose of securing permits and calling inspections for construction with General B License #1038156: Steve Tartaglini, Jason Downing, Matthew Lang, Vanessa Cerna, Adam Martinez, Chad Lessman, Robert Bellucci, Joselyn Lopez, Jerome Thormann, Alex Norfleet, Luke Slater, Gary D’Aiello, Ariel Rios, Jason Muir, Kenneth Cobb, Saul Hernandez, Lopan Deitner, Melisa Tatarevic, Joe Piane, Michael Ramirez, Arthur Bernabeo, Nick Vaters, Mason Tartaglini, Nichole Haeberle, Caroline Coffer, Mark Martin, Raul Carrasco. Please allow this letter to grant access to pay fees, pull permits, submit permits and other governmental actions required on behalf of RAM Construction to complete contracted construction projects. Thank you Matthew Renault, Principal License#1038156 Please See Attached For (CA Civil Code Section 1189) Renault and Moran Construction LLC 20 Executive Park Suite 250, Irvine, CA 92614 949. 418.7688 License #1038156 CITY OF SANTA ANA Planning and Building Agency Certificate of Acknowledgment California A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange Approved FOR PERMIT ISSUANCE Master ID: Date: On efore me, Steve Ober 1 angler, AVoimry Pu b l i c personally appeared /" r a ITh e wy0 n r'1 n o� U who proved to me on the basis of satisfactory evidence to be the personO whose name( is/tnr subscribed to the within instrument and acknowledged to me that he/pep executed the same in his/4eer7� authorized capacity(ye!s), and that by his/iterft4eir signature(i) on the instrument the person(}, or the entity upon behalf of which the persono acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. my hand and official seal. iME OBERLANDER COMM.02446998 = Notary Public - California 7° Z Orange County o m Mv Comm. res .June 9, 2027 Signature of Notary Public (Seal) Optional Section Note: Cabfo nia state law does not require this section io be completed either in full or in part. Howcz)er, any information below may prevent the accidental or fraudulent misuse of this certificate with a docuruent for which the certificate etas riot originally intended for. This Certificate Is Attached To A Document (Titled/For The Purpose Of) C e-ffer Avlh,9 rt 2' )'O Ftr''1 p I D y e e'.r fo Ad on Fe L l� o -t 9 AA 6 -,1 s4rvG f1 d ✓! "t d l Ov`1 p l a7C Z The Attached Document Has A Date Of a ► �Co"160co' Pilo' Z Additional Information: Cahforniallotarized YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs & < @ (E) # Ø AB ABV A/C A.C. ACT ACOUS ADJ ADA AFF ALT ALUM ANOD A.P. APPROX ARCH ASPH AV BATT BD BITUM BLDG BLK BLKG BM BOT BR BSMT B.U.R. CAB CARP CATV C.B. CCTV CEM CER CFM CL CLG CLO CLR CMU CNTR COL CONC CONN CONST CONT CONTR CORR C.T. CTSK C.W. (D) D DATA DBL DEMO DET DIA DIM DISP DN D.O. DR DS D.S.P. DW DWG DWR (E) EA EJ ELEC ELEV EMER ENCL EPO E.O.S. EQ EQUIP EXIST EXP EXPO EXT F.A. F.D. FDN FEC FF F.G. FHC FIN FLR FLUOR F.O.C. F.O.F. F.O.M. F.O.S. FPRF FR FS FT FTG FURN FURR GA GALV GC GFI GL GND GR GWB GYP H H.B. H.C. HDWR HDWD HM HORIZ HR HT HVAC H.W. AND ANGLE AT EXISTING NUMBER DIAMETER OR ROUND PERPENDICULAR ANCHOR BOLT ABOVE AIR CONDITIONING ASPHALT CONCRETE ACOUSTICAL CEILING TILE ACOUSTICAL ADJACENT AMERICANS WITH DISABILITIES ACT ABOVE FINISH FLOOR ALTER OR ALTERNATE ALUMINUM ANODIZED ACCESS PANEL APPROXIMATE ARCHITECTURAL ASPHALT AUDIO VISUAL BATT INSULATION BOARD BITUMINOUS BUILDING BLOCK BLOCKING BEAM BOTTOM BEDROOM BASEMENT BUILT UP ROOFING CABINET CARPET CABLE TELEVISION CATCH BASIN CLOSED CIRCUIT TELEVISION CEMENT CERAMIC CUBIC FEET PER MINUTE CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CENTER COLUMN CONCRETE CONNECTION CONSTRUCTION CONTINUOUS CONTRACTOR CORRIDOR CERAMIC TILE COUNTERSUNK COLD WATER DEMOLISH DEEP, DEPTH DATA COMMUNICATIONS DOUBLE DEMOLISH / DEMOLITION DETAIL DIAMETER DIMENSION DISPENSER DOWN DOOR OPENING DOOR DOWNSPOUT DRY STANDPIPE DISHWASHER DRAWING DRAWER EXISTING EACH EXPANSION JOINT ELECTRICAL ELEVATION EMERGENCY ENCLOSURE EMERGENCY POWER OFF EDGE OF SLAB EQUAL EQUIPMENT EXISTING EXPANSION EXPOSED EXTERIOR FIRE ALARM FIRE DRAIN FOUNDATION FIRE EXTINGUISHER CABINET FINISHED FACE FINISH GRADE FIRE HOSE CABINET FINISH FLOOR FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FIREPROOF FRAME FULL SIZE FOOT, FEET FOOTING FURNITURE FURRING, FURRED GAUGE GALVANIZED GENERAL CONTRACTOR GROUND FAULT INTERRUPT GLASS, GLAZING GROUND GRADE GYPSUM WALL BOARD GYPSUM HIGH HOSE BIB HOLLOW CORE HARDWARE HARDWOOD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING, VENTILATION, AND AIR CONDITIONING HOT WATER I.D. INCL INFO INSUL INT JAN JST JT KIT LAM LAV L.F. L.H. L.R. LT LVR MATL MAX MDF MECH MFR MIN MIR MISC M.O. M.R. MTD MTL MUL (N) NA NIC NO NOM N.S. N.T.S. O/ OC O.D. O.F.D. O.H. OVHD OPNG OPP P.D. PG P.L. P-LAM PLAS PLMG PLYWD PR PSF PT PTD PTN (R) R RAD RCP R.D. REF REFR REINF REP REQD RESIL REV RFG R.H. RM ROM R.O. S.C. SCHED SDT S.E.D. S.M.D. S.P.D. S.R.D S.V.D. SECT SEP SF SGL SHR SHT SIM SLDG SPEC SQ S.S. STD STL STRUCT SUSP SW SYM T T&G TBD TELE TEMP TER THK THR T.O.C. T.O.D. T.O.P. T.O.S. T.S. T.O.W. TYP UON VCT VERT VEST VIF VOL W/ W.C. WD W.H. W/O WP WPM W.S.P. WT INSIDE DIAMETER INCLUDING INFORMATION INSULATION INTERIOR JANITOR JOIST JOINT KITCHEN LAMINATE LAVATORY LINEAL FOOT LEFT HAND LIVING ROOM LIGHT LOUVER MATERIAL MAXIMUM MEDIUM DENSITY FIBER BOARD MECHANICAL MANUFACTURER MINIMUM MIRROR MISCELLANEOUS MASONRY OPENING MOISTURE RESISTANT MOUNTED METAL MULLION NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NO SCALE NOT TO SCALE OVER ON CENTER OUTSIDE DIAMETER OVERFLOW DRAIN OVERHAND OVERHEAD OPENING OPPOSITE PLANTER DRAIN PAINT GRADE PROPERTY LINE PLASTIC LAMINATE PLASTER PLUMBING PLYWOOD PAIR POUNDS PER SQUARE FOOT PAINT PAINTED PARTITION RELOCATED RISER RADIUS REFLECTED CEILING PLAN ROOF DRAIN REFERNCE REFRIDGERATOR REINFORCED REPRESENTATIVE REQUIRED RESILIENT REVISED ROOFING RIGHT HAND ROOM ROUGH ORDER OF MAGNITUDE ROUGH OPENING SOLID CORE SCHEDULE STATIC DISSIPATIVE TILE SEE ELECTRICAL DRAWINGS SEE MECHANICAL DRAWINGS SEE PLUMBING DRAWINGS SEE SECURITY DRAWINGS SEE AUDIO-VISUAL DRAWINGS SECTION SEPARATION SQUARE FOOT / FEET SINGLE SHOWER SHEET SIMILAR SLIDING SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL STRUCTURAL SUSPENDED SWITCH SYMMETRICAL TREAD TONGUE AND GROVE TO BE DETERMINED TELECOMMUNICATIONS TEMPERATURE/TEMPERED TERRAZZO THICK THRESHOLD TOP OF CURB TOP OF DRAIN TOP OF PAVEMENT TOP OF SLAB TOP OF STEEL TOP OF WALL TYPICAL UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICAL VESTIBULE VERIFY IN FIELD VOLUME WITH WATER CLOSET WOOD WATER HEATER WITHOUT WATERPROOF WATERPROOF MEMBRANE WET STANDPIPE WEIGHT BUILDING GRID LINES WINDOW SYMBOL ROOM NO. REFERENCE LETTER DOOR SYMBOL REVISION NO. REVISION CLOUD MATCH LINE DETAIL NO. 1/A3.2 ROOM NAME ROOM NO. ROOM LABEL SECTION SECTION NO. SHEET NO. AREA REFERENCE DETAIL NO. SHEET NO. DETAIL EXTERIOR ELEVATION ELEVATION NO. SHEET NO. DIMENSION STRING INTERIOR ELEVATION ELEVATION NO. (TYPICAL) SHEET NO.CEILING WORK POINT OR CONTROL POINT NORTH ARROW AR C H I T E C T U R A L N O R T H TRUE NORTH 1" A101 1 Ref 1 Re f 1 Ref 1 Re f 1t 0 0 101 ROOM NO. REFERENCE NO. A101 1 SIM 1 A101 SIM A101 1 Ref 1Re f 1 Re f 1 Ref A.F.F. 1t 1'-0" SHEET NO. 1 Room name 101 N MISC. SYMBOLS (D) (R) (E) (N) INDICATES ITEM TO BE DEMOLISHED INDICATES ITEM TO BE REMOVED AND RELOCATED INDICATES ITEM EXISTING TO REMAIN INDICATES NEW ITEM TYPE HEIGHT KEYNOTE A00.00 CSI DIVISION SEQUENCED NUMBER ROOM NAME ROOM NO. Room name 101 EXITING + OCCUPANCY ROOM LABEL ### SF OCCUPANT LOAD OCC 1/# ROOM AREA CALCULATED ROOM OCC LOAD OCCUPANT LOAD FACTOR PER CBC OCCUPANCY PER CBC PROJECT LOCATION HATCHED AREA NOT IN SCOPEAREA OF INTERIOR ALTERATIONS N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 2 : 0 4 : 4 4 P M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 G0.01 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 PROJECT INFORMATION COLLECTORS - ABBREVIATIONS PROJECT INFORMATIONPROJECT TEAM VICINITY MAP 1610 E ST. ANDREW PLACE, SUITE 240 SANTA ANA, CA 92705 III-B YES, FULLY SPRINKLERED NFPA 13 2 , AREA OF WORK ON LEVEL 2 LEVEL 02: 25,523 SF EXISTING USE: B-OFFICE PROPOSED USE: B-OFFICE UNSEPERATED UNLIMITED FLOOR AREA WITH PRIMARY OCCUPANCY "B" (PER 507.5) INTERIOR TENANT IMPROVEMENT INCLUDING: NEW NON- STRUCTURAL INTERIOR PARTITION; DOORS AND FINISHES. MEP ENGINEERING DRAWINGS TO BE SUBMITTED UNDER SEPARATE PERMIT SD (SPECIAL DEVELOPMENT) 31' MAX. LOCATION: BUILDING CONSTRUCTION TYPE FIRE SPRINKLER SYSTEM # OF FLOORS IN BUILDING: TOTAL AREA OF WORK : SEPERATION: ALLOWABLE FLOOR AREA: SCOPE OF PROJECT: ZONING DESIGNATION: BUILDING HEIGHT: CODES & REGULATIONS: 2025 CALIFORNIA BUILDING CODE 2025 CALIFORNIA MECHANICAL CODE 2025 CALIFORNIA ELECTRICAL CODE 2025 CALIFORNIA PLUMBING CODE 2025 CALIFORNIA FIRE CODE 2025 CALIFORNIA ENERGY CODE 2025 NFPA 72 (FIRE ALARMS) 2025 NFPA 13 (SPRINKLERS) 03/15/11 ADA REGULATION FOR TITLE III, CODE OF FEDERAL REGULATIONS (CBC 2025 CH. 11) 03/15/11 ADA REGULATION FOR TITLE II, FEDERAL REGISTER (CBC 2025 CH. 11) TENANT BEN STEEN COLLECTORS UNIVERSE, INC 1610 E ST. ANDREW PLACE SANTA ANA, CA 92705 T (949) 525-0773 E bsteen@collectors.com ARCHITECT KEITH MULLER, AIA FORMM 101 N PACIFIC COAST HWY, SUITE 301 EL SEGUNDO , CA 90245 T (619) 204-2036 E keith@formmstudio.com MECHANICAL AND PLUMBING ENGINEER JORDAN PONIACHIK ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 T (858) 228-4150 E Jiponiachik@enginova.com ELECTRICAL ENGINEER CHRISTIAN RUBIO ENGINOVA 1044 PIONEER WAY, SUITE E EL CAJON, CA 92020 T (619) 334-6020 E crubio@enginova.com CONTRACTOR STEVE TARTAGLINI RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 T (949) 418-7688 E startaglini@ramconstruction-us.com BUILDING OWNER DRAWBRIDGE PACIFIC CENTER, LLC THREE EMBARCADERO CENTER, #2310 SAN FRANCISCO, CA 94111 T (415) 391-8300 E info@drawbridgerealty.com PROPERTY MANAGMENT CHRISTINA BOWREN JONES LANG LASALLE 1600 E ST ANDREW PLACE SUITE 130 SANTA ANA, CA 92705 T (949) 235-3437 E christina.bowren@jll.com PROJECT MANAGER KIEFER SHAFFER SAVILLS 520 NEWPORT CENTER DR 8TH FLOOR NEWPORT BEACH, CA 92660 T (714) 306-4290 E kshaffer@savills.us SCOPE OF WORK DIAGRAM SYMBOLS DEFERRED SUBMITTALS 1. FIRE ALARM 2. FIRE SPRINKLERS SHEET INDEX SHEET NUM. SHEET NAME IS S U E F O R 1 0 0 % D D IS S U E F O R P E R M I T RE V I S I O N 1 00 GENERAL G0.01 PROJECT INFORMATION ⬛ ⬛ ⬛ G0.02 GENERAL NOTES - COMMERCIAL TI ⬛ G0.03 GREEN BUILDING NOTES - COMMERCIAL ⬛ G0.04 EXITING AND OCCUPANCY ⬛ ⬛ ⬛ G0.11 ACCESSIBILITY COMPLIANCE DIAGRAMS ⬛ G0.12 ACCESSIBILITY COMPLIANCE DIAGRAMS ⬛ G0.13 ACCESSIBILITY COMPLIANCE DIAGRAMS ⬛ G0.14 ACCESSIBILITY COMPLIANCE DIAGRAMS ⬛ G0.20 EXISTING SITE PLAN / ACCESSIBLE PATH OF TRAVEL DIAGRAM ⬛ G0.21 EXISTING SITE ENLARGEMENTS ⬛ G0.22 EXISTING SITE DETAILS ⬛ G0.23 EXISTING SITE SURVEY ⬛ G0.24 EXISTING SITE SURVEY ⬛ G0.25 EXISTING SITE SURVEY ⬛ G0.30 EXISTING RESTROOM PLAN - WEST - FOR REFERENCE ONLY ⬛ G0.31 EXISTING ENLARGED RESTROOM PLANS - WEST - FOR REFERENCE ONLY ⬛ G0.32 EXISTING RESTROOM ADA REQUIREMENTS - FOR REFERENCE ONLY ⬛ G0.33 EXISTING DETAILS - MILLWORK - FOR REFERENCE ONLY ⬛ 02 ARCHITECTURE AD2.11 LEVEL 02 - DEMOLITION PLAN ⬛ ⬛ AD2.12 LEVEL 02 - PLAN, REFLECTED CEILING DEMOLITION ⬛ ⬛ A2.21 LEVEL 02 - CONSTRUCTION PLAN ⬛ ⬛ A2.22 LEVEL 02 - REFLECTED CEILING PLAN ⬛ ⬛ A2.23 LEVEL 02 - POWER-DATA PLAN ⬛ ⬛ A2.24 LEVEL 02 - FINISH PLAN ⬛ ⬛ A2.30 ROOF PLAN ⬛ ⬛ A6.00 DOOR SCHEDULE & SPECIFICATIONS ⬛ ⬛ A6.01 SPECIFICATIONS ⬛ ⬛ A7.00 TYP. INTERIOR FRAMING DETAILS ⬛ A7.01 TYP. INTERIOR FRAMING DETAILS ⬛ A7.02 PARTITION DETAILS ⬛ A7.11 DOOR & GLAZING DETAILS ⬛ A7.20 CEILING DETAILS ⬛ A7.40 FINISH WALL, FLOOR & MISCELLANEOUS DETAILS ⬛ 03 STRUCTURAL S0.1. GENERAL NOTES ⬛ ⬛ S0.2. ABBREVIATIONS ⬛ S2.0. PARTIAL MEZZAINE FRAMING PLAN ⬛ S7.0. WOOD FRAMING DETAILS AND SECTIONS ⬛ 04 MECHANICAL M001 MECHANICAL LEGEND, NOTES AND SYMBOLS ⬛ ⬛ M002 MECHANICA NOTES ⬛ ⬛ M010 MECHANICAL SCHEDULES ⬛ ⬛ M020 MECHANICAL ENERGY CODE COMPLIANCE ⬛ ⬛ M120 MECHANICAL SECOND FLOOR OEVERALL PLAN ⬛ ⬛ M220 MECHANICAL SECOND FLOOR DEMOLITION PLAN ⬛ ⬛ M320 MECHANICAL SECOND FLOOR PLAN ⬛ ⬛ M330 MECHANICAL ROOF PLAN ⬛ ⬛ M420 MECHANICAL SECOND FLOOR PIPING PLAN ⬛ ⬛ M520 MECHANICAL SECOND FLOOR ZONING PLAN ⬛ ⬛ M620 MECHANICAL REFLECTED CEILING PLAN ⬛ ⬛ M910 MECHANICAL DETAILS ⬛ ⬛ 05 ELECTRICAL E001. COVER SHEET ⬛ ⬛ E002. LIGHTING SCHEDULE ⬛ ⬛ E003. TITLE 24 FORMS ⬛ ⬛ E101. DEMOLITION PLAN - LEVEL 2 ⬛ ⬛ E201. LIGHTING PLAN - LEVEL 2 ⬛ ⬛ E301. POWER PLAN - LEVEL 2 ⬛ ⬛ E501. EMERGENCY EGRESS PLAN - LEVEL 2 ⬛ ⬛ E701. LIGHTING CONTROL DETAILS ⬛ ⬛ E801. SINGLE LINE DIAGRAM ⬛ ⬛ E901. PANEL SCHEDULES ⬛ ⬛ 06 PLUMBING P001 PLUMBING LEGEND, NOTES, SCHEDULES AND SYMBOLS ⬛ P002 PLUMBING NOTES AND SCHEDULES ⬛ P420 PLUMBING SECOND FLOOR PLUMBING PLAN ⬛ P910 PLUMBING DETAILS ⬛ ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET 2026-0130 ISSUE FOR PERMIT A 2026-0306 REVISION 1 A A A N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 1 5 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.02 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 GENERAL NOTES -COMMERCIAL TI COLLECTORS - DIVISION 1 - GENERAL CONDITIONS 1.1 SCOPE OF WORK A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE, AND SCOPE OF WORK DESCRIBED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK SHOWN ON THESE DRAWINGS EXCEPT WHERE NOTED AS NOT IN CONTRACT (NIC). HE SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THAT OF ALL OTHER TRADES INCLUDING THOSE OPERATING UNDER SEPARATE CONTRACTS WITH THE LANDLORD AND/OR TENANT. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED. B. THE DRAWINGS SHALL BE RECOGNIZED AS DIAGRAMMATIC IN NATURE AND NOT COMPLETELY DESCRIPTIVE OF ALL REQUIREMENTS FOR CONSTRUCTION. WHATEVER WORK THAT MAY BE SPECIFIED AND NOT DRAWN OR DRAWN AND NOT SPECIFIED SHALL BE EXECUTED AS FULLY AS IF DESCRIBED IN BOTH THESE WAYS. SHOULD ANY WORKMANSHIP OR MATERIAL BE NECESSARY THAT IS NOT EITHER DIRECTLY OR INDIRECTLY NOTED IN THESE SPECIFICATIONS OR SHOWN ON THE DRAWINGS BUT IS NEVERTHELESS NECESSARY FOR PROPERLY CARRYING OUT THE OBVIOUS INTENTION THEREOF; CONTRACTOR SHALL UNDERSTAND IT TO BE IMPLIED AND SHALL PROVIDE FOR THE SAME AS FULLY AS IF IT WERE PARTICULARLY DESCRIBED OR DELINEATED. C. THE GENERAL CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND VERIFY ALL GOVERNING DIMENSIONS AT THE BUILDING. HE SHALL EXAMINE ALL ADJOINING WORK OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ANY VARIATIONS OR DISCREPANCIES SHALL BE REPORTED, WITH ALL DUE EXPEDIENCY, TO ARCHITECT PRIOR TO THE FABRICATION OR ERECTION OF THE WORK IN QUESTION. D. ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH RULES AND REGULATIONS OF GOVERNMENTAL AGENCIES AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CODES AND ORDINANCES. ALL FEES, TAXES, AND PERMIT APPLICATIONS WITH THE APPROPRIATE GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 1.2 THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK SHOWN HEREIN, AND SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF WORK. 1.3 THE AIA STANDARD DOCUMENT A201 ENTITLED "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" IS MADE PART OF THE GENERAL CONDITIONS. 1.4 USE OF DRAWINGS: DO NOT SCALE DRAWINGS, DIMENSIONS SHALL GOVERN. LARGE SCALE DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH UNLESS OTHERWISE NOTED. 1.5 CONSTRUCTION SCHEDULE: WITHIN ONE WEEK OF THE AWARD OF THE CONTRACT THE GENERAL CONTRACTOR SHALL SUBMIT A DETAILED CONSTRUCTION SCHEDULE TO THE ARCHITECT FOR REVIEW. SCHEDULE SHALL INCLUDE THE ORDER AND ANTICIPATED DELIVERY DATES OF ALL LONG LEAD TIME MATERIALS. CONTRACTOR SHALL UPDATE THE SCHEDULE NO LESS THAN WEEKLY THROUGHOUT THE COURSE OF CONSTRUCTION. 1.6 CONSTRUCTION MEETINGS: CONTRACTORS SHALL BE RESPONSIBLE FOR KEEPING DETAILED WEEKLY MINUTES OF CONSTRUCTION MEETINGS. 1.7 SITE VISITS: BIDDERS ARE INSTRUCTED TO VISIT AND INSPECT THE PREMISES PRIOR TO SUBMITTING THEIR PROPOSALS AND TO FAMILIARIZE THEMSELVES WITH THE CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. NO SUBSEQUENT EXTRAS OR ADDITIONS WILL BE ALLOWED ON ANY CLAIM FOR LACK OF KNOWLEDGE OF CONDITIONS OR CIRCUMSTANCES ABOUT WHICH THE BIDDER COULD HAVE INFORMED HIMSELF. 1.8 LIMITATIONS AND EXCLUSIONS: BIDDER SHALL MAKE KNOWN TO ARCHITECT ANY LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS TO THE PROJECT DURING THE BID PERIOD OF THE PROJECT. ALL LIMITATIONS, EXCLUSIONS, OR MODIFICATIONS SHALL BE ITEMIZED IN THE BID PROPOSAL, OR THEY WILL BE PRESUMED INCLUDED; IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED. 1.9 INSURANCE: ALL CONTRACTORS INVOLVED IN THIS PROJECT SHALL CARRY PROPERTY DAMAGE AND PUBLIC LIABILITY INSURANCE AS REQUIRED BY GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE PROJECT AND SHALL COMPLY WITH STATUTORY REQUIREMENTS FOR DISABILITY AND WORKMEN'S COMPENSATION. CONTRACTORS SHALL COMPLY WITH ALL RULES AND REGULATIONS DICTATED BY THE LANDLORD. INSURANCE SHALL PROTECT LANDLORD, TENANT, ARCHITECT AND ANY OTHER ENTITIES REQUESTED TO BE FREE FROM LIABILITY DUE TO CONTRACTOR'S NEGLIGENCE. A PROPERLY EXECUTED CERTIFICATE OF INSURANCE, AIA DOCUMENT #G705, SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. 1.10 SUBMITTALS AND SHOP DRAWINGS: A. THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES AND / OR SCHEDULES OF EACH OF THE VARIOUS MATERIALS, HARDWARE, EQUIPMENT, AND FINISHES TO ARCHITECT FOR REVIEW AND COMMENT. SUBMITTALS INCLUDE, BUT ARE NOT LIMITED TO, DOORS, HARDWARE, LIGHTING, PLUMBING, ELECTRICAL, MECHANICAL, FINISHES, AND SPECIALTY EQUIPMENT. B. THE GENERAL CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR REVIEW AND COMMENT THREE (3) PRINTS OF ALL FABRICATION, ERECTION, OR INSTALLATION SHOP DRAWINGS. SHOP DRAWINGS INCLUDE, BUT ARE NOT LIMITED TO, MILLWORK, STRUCTURAL, LIFE SAFETY, AND HVAC. C. CONTRACTORS SHALL NOT COMMENCE ANY PORTION OF THE WORK REQUIRING SUBMISSION OF A SHOP DRAWINGS, PRODUCT DATUM, OR SAMPLE UNTIL THE SUBMITTAL HAS BEEN REVIEWED BY THE ARCHITECT AND / OR THE APPROPRIATE CONSULTANT. ARCHITECT SHALL HAVE FIVE (5) BUSINESS DAYS PER REVIEW. INCOMPLETE SUBMITTALS WILL DELAY REVIEW. DOORS, HARDWARE, AND FRAMES ARE CONSIDERED A SINGLE REVIEW PACKAGE. 1.11 SUBSTITUTIONS: THERE SHALL BE NO SUBSTITUTION OF MATERIALS SPECIFIED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT ALONE SHALL DETERMINE EQUALITY BASED UPON INFORMATION SUBMITTED BY THE CONTRACTOR. 1.12 MANUFACTURER’S INSTRUCTIONS: A. UNLESS OTHERWISE SPECIFIED, INSTALLATION OF WORK SHALL COMPLY WITH MANUFACTURER’S PRINTED INSTRUCTIONS AND RECOMMENDATIONS. CONTRACTOR SHALL OBTAIN AND DISTRIBUTE COPIES OF SUCH INSTRUMENTS TO PARTIES INVOLVED IN INSTALLATION; AND MAINTAIN ONE SET OF COMPLETE INSTRUCTIONS AT THE JOBSITE DURING INSTALLATION AND UNTIL COMPLETION. B. CONTRACTOR SHALL HANDLE, INSTALL, CONNECT, CLEAN, CONDITION, AND ADJUST PRODUCTS IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. C. CONTRACTOR SHALL PERFORM WORK IN STRICT ACCORDANCE WITH MANUFACTURER’S INSTRUCTIONS. DO NO OMIT ANY PREPARATORY SET OR INSTALLATION PROCEDURE, UNLESS SPECIFICALLY MODIFIED OR EXEMPTED BY THE CONTRACT DOCUMENTS. 1.13 OVER – STOCK: GENERAL CONTRACTOR TO CONSULT TENANT AND LANDLORD REGARDING OVER-STOCK MATERIALS FOR FUTURE MAINTENANCE. SUCH ITEMS MAY INCLUDE: CARPET, CARPET ACCESSORIES, DOOR HARDWARE, CEILING TILE, AND PAINT. UNLESS OTHERWISE NOTED, PROVIDE OVER – STOCK AS FOLLOWS: CEILING TILE – ONE (1) CASE, CARPET TILE – TWO (2) CASES PER EACH TYPE SPECIFIED, BROADLOOM CARPET – TO BE DETERMINED. 1.14 BUILDING REGULATIONS: THE GENERAL CONTRACTOR SHALL COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING LANDLORD, AND SHALL COORDINATE THE USE OF ELEVATORS AND LOADING DOCKS PRIOR TO COMMENCEMENT OF WORK WITH SAME. 1.15 BUILDING PROTECTION: GREAT CARE SHALL BE EXERCISED TO ASSURE THAT THE BUILDING AND TENANT AREAS SHALL BE PROTECTED FROM DAMAGE THAT COULD OCCUR BECAUSE OF THIS WORK. CONTRACTORS SHALL PROVIDE PROTECTION FOR EXISTING AREAS AND NEW WORK AREAS. ANY DAMAGE DUE TO THE CONTRACTOR’S WORK SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S SOLE EXPENSE. CONTRACTOR SHALL PROVIDE DUST PROOF BARRICADES AROUND ALL AREAS OF NEW WORK AS NECESSARY TO PROTECT ADJACENT TENANT AREAS FROM DAMAGE. 1.16 CUTTING AND DRILLING: CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACK HAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ON AN OVERTIME BASIS UNLESS THE LANDLORD AND ANY AFFECTED TENANT EXPRESSLY PERMIT IT. 1.17 HAZARDOUS MATERIALS REPORT ANY HAZARDOUS MATERIALS TO THE LANDLORD AND ARCHITECT IMMEDIATELY. 1.18 CLEAN-UP THE GENERAL CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS OR BY THOSE OF OTHER CONTRACTORS UNDER SEPARATE CONTRACT. CONTRACTOR SHALL CONFINE HIS OPERATIONS FOR REMOVAL TO SUCH METHODS AS MAY BE AGREEABLE WITH THE LANDLORD. PREMISES TO BE SWEPT CLEAN ON A DAILY BASIS. 1.19 PUNCH-LIST: UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR SHALL PREPARE A "PUNCH-LIST" OF PENDING CORRECTIONS AND UNSATISFACTORY AND/OR INCOMPLETE WORK FOR REVIEW AND AMENDMENT BY THE ARCHITECT. RELEASE OF FINAL PAYMENT WILL BE CONTINGENT ON THE COMPLETION OF THESE ITEMS UNDER THE TERMS OF THE OWNER- CONTRACTOR AGREEMENT. 1.20 GUARANTEE: ALL WORK AND MATERIALS SHALL BE GUARANTEED AGAINST DEFECTS IN DESIGN, WORKMANSHIP AND MATERIALS FOR A PERIOD OF AT LEAST (1) ONE YEAR FROM DATE OF FINAL ACCEPTANCE AND PAYMENT. ALL DEFECTS OCCURRING IN THE GUARANTEE PERIOD SHALL BE CORRECTED AT NO COST TO THE TENANT. 1.21 AS BUILT DRAWINGS: DURING THE COURSE OF CONSTRUCTION, ACTUAL LOCATIONS OF ALL RUNS OF MECHANICAL AND ELECTRICAL WORK SHALL BE INDICATED TO SCALE IN RED INK ON THE DRAWINGS, INCLUDING CONCEALED DEVIATIONS FROM THE DRAWINGS. UPON COMPLETION OF THE PROJECT, INCLUDING THE PUNCH-LIST, THIS DRAWING SET SHALL BE TRANSFERRED TO ELECTRONIC CAD DRAWINGS. THE CAD DRAWINGS SHALL BE MARKED "AS BUILT SET" AND RETURNED TO ARCHITECT AND TENANT ON COMPACT DISK. THE ARCHITECT SHALL, WITHIN FIVE WORKING DAYS OF THE RECEIPT OF THIS SET, GRANT APPROVAL FOR FINAL PAYMENT TO THE CONTRACTOR OR SHOW REASONABLE CAUSE WHY SUCH APPROVAL IS DENIED. 1.22 SUBSTANTIAL COMPLETION THE FOLLOWING ARE REQUIRED FOR SUBSTANTIAL COMPLETION: A. FINAL CLEANING BY A PROFESSIONAL SERVICE B. AS-BUILT DRAWINGS ON COMPACT DISK C. A BINDER WITH OPERATION, MAINTENANCE DATA, AND WARRANTIES FOR ALL INSTALLED SYSTEMS. D. SPECIFIED QUANTITIES OF MAINTENANCE AND OVER STOCK MATERIALS E. HVAC BALANCE REPORT DIVISION 2 - DEMOLITION 2.1 DESCRIPTION OF WORK PERFORM ALL WORK OF A DEMOLITION NATURE THAT MAY BE REQUIRED OR NECESSARY TO A FULL AND COMPLETE EXECUTION OF THE WORK, WHETHER OR NOT SHOWN OR SPECIFIED. EXACT EXTENT OF DEMOLITION MAY NOT BE FULLY INDICATED BY THE DRAWINGS. 2.2 SALVAGED COMPONENTS: A. WHERE SHOWN ON DRAWINGS, SALVAGE CONSTRUCTION MATERIALS AND EQUIPMENT (E.G., LIGHT FIXTURES, DOORS, FRAMES, HARDWARE, ETC.) SUITABLE FOR REUSE. SALVAGED COMPONENTS SHALL BE CLEANED AND REPAIRED BEFORE REUSING. B. COORDINATE SALVAGE AND STORAGE OF BUILDING STANDARD CONSTRUCTION MATERIALS AND EQUIPMENT NOT NECESSARY FOR NEW TENANT CONSTRUCTION WITH LANDLORD. 2.3 PATCH AND REPAIR: A. EXISTING CONSTRUCTION WHERE AFFECTED BY DEMOLITION WORK SHALL BE PROPERLY REMEMBERED, ALIGNED, AND REPAIRED TO LEAVE NO EVIDENCE OF REMODELING WORK. AREAS AFFECTED OUTSIDE OF TENANT SPACE BY DEMOLITION AND NEW CONSTRUCTION TO BE REPAIRED SO AS TO LEAVE NO EVIDENCE OF DAMAGE. INTEGRITY OF NON-TENANT SPACE TO BE MAINTAINED. B. GENERAL CONTRACTOR SHALL REPAIR ANY FIRE PROOFING DAMAGED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION SO AS TO MAINTAIN THE ORIGINAL FIRE RATING. DIVISION 3 - CONCRETE A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL CONCRETE WORK IN ACCORDANCE WITH THE “AMERICAN CONCRETE INSTITUTE” (ACI) BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STANDARD 318-83. B. CONTRACTOR TO CHECK AND LEVEL CONCRETE FLOOR SURFACE TO A TOLERANCE NOT EXCEEDING ¼” IN A 10’ - 0” DIAMETER WHEN MEASURED WITH A 10’ - 0” STRAIGHT EDGE. CONTRACTOR SHALL PATCH AND REPAIR IMPERFECTIONS IN EXISTING CONCRETE SLAB AT ARCHITECT’S DISCRETION OR AS REQUIRED PRIOR TO INSTALLING FLOOR FINISH PER MANUFACTURER’S RECOMMENDATIONS. FLOOR SHALL BE LEVEL TO ¼” IN 10’ - 0” DIAMETER ON A NON-CUMULATIVE BASIS ON ALL AREAS TO RECEIVE STONE OR TILE FLOORING. DIVISION 6 - WOODWORK AND CABINETRY 6.1 CARPENTRY: A. GENERAL CONTRACTOR TO FURNISH AND INSTALL ALL WOOD BLOCKING AND OTHER REINFORCING WHERE INDICATED ON THE DRAWINGS OR WHERE REQUIRED FOR ADEQUATE SUPPORT OF NEW WORK. B. ALL WOOD BLOCKING SHALL BE STAMPED "FIRE-RETARDANT" TREATED IN ACCORDANCE WITH GOVERNING ORDINANCES AND BUILDING CODES. C. ALL RAISED PLATFORMS MUST BE CONSTRUCTED FROM NON- COMBUSTABLE MATERIALS. 6.2 ARCHITECTURAL WOODWORK AND CABINETRY: A. THIS CONTRACTOR TO FURNISH AND INSTALL ALL CUSTOM ARCHITECTURAL WOODWORK INCLUDING, BUT NOT LIMITED TO: 1. STANDING OR RUNNING TRIM 2. WOOD CABINETS AND HARDWARE 3. DOORS AND HARDWARE 4. WOOD FRAMES 5. SHELVING AND HARDWARE B. QUALITY AND WORKMANSHIP: ALL MATERIALS AND WORKMANSHIP SHALL BE IN STRICT ACCORDANCE WITH THE AWS PREMIUM GRADE AS CERTIFIED BY THE WOODWORK INSTITUTE C. MATERIALS AND FINISHES: 1. MATERIALS AND FINISHES SHALL BE SPECIFIED ON THE DRAWINGS. SAMPLES SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW AS SPECIFIED IN DIVISION 1 OF THESE SPECIFICATIONS. 2. WOOD VENEERS TO RECEIVE TRANSPARENT FINISH TO BE PLAIN SLICED AND BOOK AND END MATCHED, UNLESS OTHERWISE NOTED. 3. MELAMINE COLOR, WHERE SPECIFIED, SHALL BE WHITE AT PLASTIC LAMINATE MILLWORK AND BLACK AT WOOD VENEER MILLWORK, UNLESS OTHERWISE NOTED. 4. PROVIDE GROMMETS IN COUNTERTOPS ABOVE EACH WALL MOUNTED OUTLET. GROMMETS TO BE MOCKETT & COMPANY SG SERIES, 1 3/4" HOLE, COLOR BLACK. 5. MILLWORK CABINETS CONSTRUCTION TO BE FLUSH OVERLAY TYPE WITH EUROPEAN (INVISIBLE) SELF - CLOSING , 170 DEGREE OPENING, HEAVY - DUTY HINGES AND 100 POUND RATED, FULL EXTENSION SIDE MOUNTED DRAWER SLIDES, UNLESS OTHERWISE NOTED. JOINTS BETWEEN DOORS AND DRAWERS TO BE 3/32" MAXIMUM WIDTH AND CONSISTENT THROUGHOUT. 6. SCRIBE COUNTERTOPS AN D SPLASHES TO ADJACENT SURFACES. 7. PROVIDE 1/2" X 1/2" REVEAL WHERE CABINETS MEET ANOTHER SURFACE. REVEAL COLOR TO MATCH CABINET, UON. 8. MAXIMUM UNSUPPORTED CABINET SHELF WIDTH TO BE 3'-0". D. SHOP DRAWINGS: CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ARCHITECT’S REVIEW AS SPECIFIED IN DIVISION 1 OF THESE SPECIFICATIONS. DIVISION 8 - DOOR, WINDOWS AND GLASS: 8.1 A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DOORS, FRAMES AND HARDWARE WHERE SPECIFIED AND DETAILED ON THE DRAWINGS. NEW MATERIALS AND INSTALLATION OF SAME SHALL MATCH EXISTING WORK EXCEPT WHERE OTHERWISE NOTED. B. HARDWARE SHALL MATCH EXISTING EXCEPT WHERE SPECIFIED OTHERWISE ON DRAWINGS. CONTRACTOR TO SUBMIT A FINISH HARDWARE SCHEDULE FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TO ORDERING MATERIALS. C. PROVIDE ¼” MAXIMUM UNDERCUT AT ALL NEW DOORS. 8.2 GLASS AND BORROWED LIGHT PARTITIONS: A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL GLASS WORK WITH FRAMES AND HARDWARE AS SPECIFIED AND DETAILED ON THE DRAWINGS. GLASS WORK EXCEPT WHERE DETAILED OR NOTED OTHERWISE SHALL MATCH EXISTING WORK. B. ALL GLASS WITHIN 12” OF A DOOR, IN A DOOR, OR WITHIN 18” OF THE FINISHED FLOOR SHALL BE TEMPERED OR LAMINATED SAFETY GLASS AND LABELED AS SUCH CLEARLY. C. SUBMIT SHOP DRAWINGS OF ALL GLASS FRAMING AND GLAZING WORK ALONG WITH MATERIAL SAMPLES TO ARCHITECT FOR REVIEW PRIOR TO PROCEEDING WITH FABRICATION WORK. D. INSTALL TEMPERED GLASS WITH MANUFACTURER’S SEAL LOCATED AT THE LOWER CORNER OF THE LITE. CONCEAL TONG MARKS, IF ANY. E. ALL FIRE RATED SAFETY GLAZING SHALL BE “FIRE LITE” FIRE RATED CERAMIC GLASS AS MANUFACTURED BY TECHNICAL GLASS PRODUCTS, UNLESS OTHERWISE NOTED. REFER TO DRAWINGS FOR GLASS LITE FIRE RATING. F. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. LOCATIONS SPECIFIED IN CBC SECTION 2406.4.1 THROUGH 2406.4.7 SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS. DIVISION 9 - FINISHES 9.1 DRYWALL PARTITIONS: A. THE GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ALL NEW PARTITION, SOFFIT, AND CEILING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS. NEW CONSTRUCTION SHALL MATCH THAT OF EXISTING ADJACENT CONDITIONS, IF APPLICABLE, EXCEPT WHERE NOTED OTHERWISE ON THE DRAWINGS. B. ALL NEW PARTITION CONSTRUCTION SHALL BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS, AND SHALL CONFORM TO BUILDING STANDARD SPECIFICATIONS WHERE APPLICABLE. C. THE GENERAL CONTRACTOR SHALL LOCATE AND DESIGNATE ALL NEW AND REMAINING PARTITIONS AS NOTED ON THE DRAWINGS FOR REVIEW BY ARCHITECT ON SITE PRIOR TO COMMENCEMENT OF DEMOLITION OR NEW WORK. D. PARTITIONS SHALL BE PLUMB AND DIMENSIONS SHALL BE WITHIN 1/8” IN 20’ - 0” ALONG LENGTH OF PARTITIONS. CONTRACTOR SHALL NOT ADJUST DIMENSIONS MARKED “CLEAR” OR “HOLD” WITHOUT REVIEW BY ARCHITECT. E. PROVIDE WATER RESISTANT GYPSUM WALL BOARD AT TOILET ROOM PARTITIONS AND OTHER WET AREAS. PROVIDE TYPE “X” GYPSUM BOARD AT FIRE - RATED ASSEMBLIES. F. INSTALL GYPSUM WALL BOARD WITH LONG DIMENSIONS PERPENDICULAR TO FRAMING. G. NEW AND EXISTING GYPSUM WALL BOARD SHALL BE TAPED AND SANDED WITH NO VISIBLE JOINTS. SURFACES ARE TO BE FREE OF IMPERFECTIONS AND SHALL HAVE SMOOTH LEVEL 4 SURFACE READY TO RECEIVE SCHEDULED FINISH. WHERE DEEP TONE PAINT IS SCHEDULED, SKIM COAT FULL SURFACE OF SUBSTRATE TO LEVEL 5 FINISH. REFERENCE USG STANDARDS. H. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS TO BE PROPERLY FIRE STOPPED PER CODE. 9.2 CEILINGS SYSTEMS: A. PATCH AND REPAIR: GENERAL CONTRACTOR TO PATCH AND REPAIR EXISTING CEILING SYSTEM WHERE AFFECTED BY DEMOLITION OR NEW CONSTRUCTION SO AS TO LEAVE NO EVIDENCE OF REMODELING WORK. B. GYPSUM CEILINGS: 1. CEILING SUPPORT SYSTEM SHALL LIMIT DEFLECTION OF FINISHED CEILING TO LESS THAN 1/260 OF SPAN. 2. ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE, CAPABLE OF CARRYING FIVE TIMES THE CEILING LOAD OR 100 POUNDS, WHICHEVER IS GREATER. 3. HANGERS SHALL BE PLUMB OR COUNTERSPLAYED AND SHALL NOT PRESS AGAINST PIPE OR DUCT INSULATION. 4. CARRYING CHANNELS AND MAIN RUNNERS SHALL BE LEVEL TO WITHIN 1/8 INCHES IN 10'-0". 5. SUSPENSION SYSTEM SHALL NOT BE VISIBLE FROM EYE LEVEL OF A PERSON STANDING ON THE FLOOR. C. LAY IN PANEL CEILINGS: 1. SPACE MAIN RUNNERS 4'-0" ON CENTER. LEVEL AND SQUARE TO ADJACENT WALLS 2. SPACE CROSS RUNNERS AT 2'-0" ON CENTER 3. PROVIDE COMPRESSION STRUTS AT SEISMIC WIRE LOCATIONS. COMPRESSION STRUTS SHALL NOT REPLACE HANGER WIRES. 9.3 RESILIENT BASE: A. RESILIENT BASE TO BE STRAIGHT AT CARPETING AND COVE AT HARD SURFACE FLOORING. B. RESILIENT BASE TO BE INSTALLED IN CONTINUOUS RUNS FROM 120'-0" ROLLS. NO JOINTS SHALL BE WITHIN 12” OF A CORNER. 9.4 CARPET TILE: A. STORE CARPET TILE AT LEAST 3 DAYS PRIOR TO INSTALLATION IN AREA OF INSTALLATION TO ACHIEVE TEMPERATURE STABILITY. 1. FOLLOW CRI 104 STANDARD FOR ROOM TEMPERATURE AND HUMIDITY CONDITIONS. 2. MAINTAIN RECOMMENDED CONDITIONS AT LEAST 72 HOURS PRIOR TO INSTALLATION AND AFTER COMPLETION. 3. DO NOT STACK CARPET TILE BOXES MORE THAN 6 CARTONS HIGH TO AVOID POTENTIAL CRUSHING. B. SEQUENCE CARPET TILE INSTALLATION WITH OTHER WORK TO MINIMIZE POSSIBILITY OF DAMAGE AND SOILING DURING REMAINDER OF CONSTRUCTION PERIOD. C. CONSISTENCY OF COLOR SHALL BE SUCH THAT ANY TILE SHALL BE INTERCHANGEABLE WITH ANY OTHER TILE, WITHIN A DYE LOT, WITH NO VISUAL DIFFERENCE. D. ADHESIVES, IF REQUIRED, TO BE PER MANUFACTURER'S GUIDELINES. E. SUBFLOOR MUST BE CLEANED, FREE OF DUST, DIRT, GREASE, WAX, PAINT, CURING OR PARTING AGENTS, OR ANY OTHER SUBSTANCE THAT MAY AFFECT THE BOND. CONCRETE FLOORS MUST BE LEVEL, FULLY CURED, FREE OF EXCESSIVE MOISTURE EMISSIONS AND ALKALI. CONCRETE FLOORS WITH A MOISTURE EMISSION RATE EXCEEDING 3.0 lbs / 1,000 SQ. FT. IN A 24 HOUR PERIOD REQUIRE CORRECTIVE MEASURES. 9.5 BROADLOOM CARPET: A. FACE YARNS SHALL BE OF SAME DYE BATCH, AND FINISH MATERIAL SHALL BE OF ONE MILL RUN. B. WHERE SPECIFIED PROVIDE STANDARD CUSHION: NOVA “CONTRACT” BY LEGGETT & PLATT, OR EQUAL. WEIGHT: 6.5 POUNDS PER CUBIC FOOT. THICKNESS: 5/16”. C. TACKLESS CARPET STRIPPING SHALL BE WATER RESISTANT PLYWOOD STRIPS, 3/8” OR 9/32” THICK, AS REQUIRED TO MATCH CUSHION / CARPET THICKNESS, WITH ANGULAR PINS PROTRUDING FROM TOP FOR GRIPPING AND HOLDING STRETCHED CARPET. D. SUBFLOOR MUST BE CLEANED, FREE OF DUST, DIRT, GREASE, WAX, PAINT, CURING OR PARTING AGENTS, OR ANY OTHER SUBSTANCE THAT MAY AFFECT THE BOND. CONCRETE FLOORS MUST BE LEVEL, FULLY CURED, FREE OF EXCESSIVE MOISTURE EMISSIONS AND ALKALI. CONCRETE FLOORS WITH A MOISTURE EMISSION RATE EXCEEDING 3.0 lbs / 1,000 SQ. FT. IN A 24 HOUR PERIOD REQUIRE CORRECTIVE MEASURES. 9.6 PAINTING AND DECORATING A. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MATERIALS AND LABOR AS NECESSARY TO PROVIDE PAINTING AND DECORATING WORK AS SPECIFIED AND INDICATED ON THE DRAWINGS. B. ALL WALLS, DRYWALL CEILINGS, DOORS, FRAMES AND WOODWORK SHALL BE FREE FROM DEFECTS AND BE FILLED AND SANDED SMOOTH PRIOR TO RECEIVING PAINTED AND/OR NATURAL FINISHES. NEW WORK SHALL BE PRIMED AND PAINTED WITH NOT LESS THAN ONE PRIME AND TWO FINISH COATS. PREVIOUSLY FINISHED WORK SHALL RECEIVE NOT LESS THAN TWO FINISH COATS. C. PAINTING SYSTEM NEW CONSTRUCTION: 1. DRYWALL - 1ST COAT - BENJAMIN MOORE (BM) LATEX QUICK DRY PRIME SEALER II (201). a. DRYWALL CEILINGS 2ND & 3RD COAT - "BM" REGAL WALL SATIN LATEX FLAT (215). REFER TO FINISH PLAN FOR PAINT COLORS. B. DRYWALL WALLS 2ND & 3RD COAT - "BM" REGAL AQUAPEARL LATEX (310) OR EGGSHELL. REFER TO FINISH PLAN FOR PAINT COLORS. C. DRYWALL WALLS 2ND & 3RD COAT IN BATHROOMS, KITCHENS, JANITOR CLOSETS, ETC. SEMI GLOSS FINISH. REFER TO FINISH PLAN FOR PAINT COLORS. d. OTHER FINISH COATS AS NOTED ON PLAN. e. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS REQUIRED, OR NOTED. 2. MISCELLANEOUS WOOD TRIM - 1ST COAT - BENJAMIN MOORE ALKYD ENAMEL UNDERBODY (217). a. 2ND & 3RD COAT - AS NOTED. B. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS REQUIRED, OR NOTED. 3. MISCELLANEOUS METAL TRIM - 1ST COAT - BENJAMIN MOORE IRONCLAD RETARDO RUST INHIBITIVE PAINT (163). a. 2ND & 3RD COAT - "BM" SATIN IMPERVO (235) OR ALKYD DULAMEL (207) FOR SEMI- GLOSS FINISH. B. OTHER FINISH COATS AS NOTED ON PLAN. C. EXISTING CONSTRUCTION ONLY, 2ND & 3RD COAT AS REQUIRED. NOTE: IF OTHER PAINT MANUFACTURER IS USED, FOLLOW SAME PRODUCT SPECIFICATIONS AS SHOWN FOR "BM". D. UNLESS OTHERWISE NOTED, PREPARE AND PAINT ALL EXPOSED ITEMS INCLUDING COLUMNS, PANEL BOXES, CONDUIT, SURFACE RACEWAYS, DRAPERY POCKETS, ETC. NOT PRE-FINISHED TO MATCH ADJACENT PARTITION OR CEILING COLOR. E. FINISH VERTICAL EDGES OF PAINT GRADE DOORS TO MATCH FACES. SEAL TOP AND BOTTOM EDGES. F. PAINT ASTRAGALS AT FIRE RATED DOORS TO MATCH DOOR. G. ALL SHOP PAINTED WOOD DOORS TO BE PAINTED TO AWI-OP4 SPECIFICATION FOR SOLID COLORS AND AWI TO VIF-4 FOR CLEAR FINISHES. 9.7 WALL COVERING: INSTALL WALL COVERING USING MANUFACTURER’S RECOMMENDED ADHESIVE. WALL COVERING SHALL BE CONTINUOUS BEHIND COUNTERTOPS, CHAIR RAILS, ETC. SEAMS SHALL BE TIGHT, NEAT, AND NOT LESS THAN 12” FROM CORNERS. DO NOT END WALL COVERING AT AN OUTSIDE CORNER. 9.8 RESILIENT FLOORING: THE CONTRACTOR SHALL WAX ALL NEW AND, WHERE OCCURS, EXISTING RESILIENT FLOORS, UON. DIVISION 10 - SPECIALTIES (NOT USED) DIVISION 11 – EQUIPMENT PROVIDE ELECTRICAL AND WATER SYSTEMS REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION OF ALL APPLIANCES AS SHOWN OR SPECIFIED ON THE DRAWINGS. DIVISION 12 – FURNISHINGS A. FURNITURE IS BY TENANT UNLESS OTHERWISE NOTED. REFER TO POWER AND SIGNAL PLAN FOR ELECTRICAL REQUIREMENTS. B. CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF THE TENANT’S FURNITURE VENDOR TO INCLUDE FLOOR CORE LOCATIONS, BASE POWER, AND DATA IN FEED LOCATIONS. DIVISION 13 - SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 - CONVEYING SYSTEM (NOT USED) DIVISION 15 - MECHANICAL 15.1 SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE AND OPERATIONAL HEATING, AIR CONDITIONING, VENTILATION, PLUMBING, FIRE PROTECTION, AND LIFE SAFETY SYSTEM. CONTRACTOR SHALL VISIT THE PROJECT SITE TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF EXISTING DUCTWORK, PIPING AND FIRE PROTECTION EQUIPMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF EXISTING WORK AS NECESSARY TO ACCOMMODATE NEW WORK. 15.2 ENGINEERING DESIGN DOCUMENTS CONTRACTOR SHALL PREPARE OR CAUSE TO HAVE PREPARED A COMPLETE SET OF MECHANICAL AND PLUMBING ENGINEERING DRAWINGS AND SPECIFICATIONS. CONTRACTORS SHALL SUBMIT DRAWINGS AND SPECIFICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH NEW WORK. CONTRACTOR SHALL PROVIDE WET STAMPED AND SIGNED DRAWINGS FOR BUILDING DEPARTMENT PERMIT SUBMISSION. 15.3 ORDINANCES, REGULATIONS AND BUILDING CODES ALL WORK SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS TO PERFORM THIS WORK. DIVISION 16 - ELECTRICAL 16.1 SCOPE OF WORK CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR REQUIRED TO PROVIDE A COMPLETE OPERATIONAL ELECTRICAL SYSTEM. CONTRACTOR SHALL VISIT THE PROJECT SITE AND VERIFY ALL ELECTRICAL CONDITIONS TO DETERMINE THE EXTENT OF NEW WORK AND DEMOLITION INVOLVED. CONTRACTOR SHALL REMOVE AND TERMINATE ALL EXISTING ELECTRICAL, TELEPHONE AND OTHER DEVISES NOT OTHERWISE INDICATED TO REMAIN. (REFER TO ENGINEER'S DOCUMENTS, IF APPLICABLE.) 16.2 ENGINEERING DESIGN DOCUMENTS CONTRACTOR SHALL PREPARE OR CAUSE TO HAVE PREPARED A COMPLETE SET OF ELECTRICAL ENGINEERING DRAWINGS AND SPECIFICATIONS. CONTRACTORS SHALL SUBMIT DRAWINGS AND SPECIFICATIONS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO COMMENCING WITH NEW WORK. CONTRACTOR SHALL PROVIDE WET STAMPED AND SIGNED DRAWINGS FOR BUILDING DEPARTMENT PERMIT SUBMISSION. 16.3 ORDINANCE, REGULATIONS & BUILDING CODES ALL WORK SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE ORDINANCES, REGULATIONS AND BUILDING CODES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS TO PERFORM THIS WORK. 16.5 TELEPHONE/DATA SYSTEMS COORDINATION CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT'S TELEPHONE AND COMMUNICATIONS VENDOR PRIOR TO COMMENCING WITH NEW WORK. ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 1 6 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.03 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver GREEN BUILDING NOTES - COMMERCIAL COLLECTORS - N/A N/A N/A N/A N/A N/A N/A N/A SEE PLUMBING SEE PLUMBING N/A N/A N/A N/A N/A N/A N/A N/A G0.03 N/A G0.03 SEE MECH SEE MECH N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A SEE MECH G0.03 N/A N/A N/A N/A SEE MECH N/A SEE MECH SEE MECH SEE MECH SEE MECH SEE MECH G0.02 G0.02 G0.02 G0.02 G0.02 G0.03, SEE MECH G0.02 G0.02 G0.02 G0.03, SEE MECH G0.03, SEE MECH 1CAL GREEN CHECKLIST ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET FEC CR FE C FEC FE C DIRECTION OF EGRESS TRAVEL PATH OF EGRESS TRAVEL COMMON PATH OF EGRESS TRAVEL (MAX. 100' PER 1006.2.1) EXIT ACCESS TRAVEL DISTANCE (MAX. 300' PER 1017.2) DIRECTION OF OCCUPANT LOAD 0 0 INDIVIDUAL OCCUPANCY LOAD ACCUMULATED OCCUPANCY LOAD FIRE EXTINGUISHER CABINET EXIT SIGN CONTROLLED ACCESS (CARD READER) AREA NOT IN CONTRACT (N.I.C.) OFFICE, B - CONCENTRATED (50 OLF) PH INDICATES PANIC HARDWARE STORAGE, S-1 ACCESSORY OCCUPANCY OFFICE, B - STANDARD (150 OLF) CHAPTER 3 OCCUPANCY CLASSIFICATION AND USE OCCUPANCY CLASSIFICATION PRIMARY: B - OFFICE ACCESSORY: A-3 - ASSEMBLY ACCESSORY: S-1 - STORAGE S 304 S 303 S 311 2025 CBC S (SECTION) T (TABLE) CHAPTER 4 SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE N.A. CHAPTER 5 GENERAL BUILDING HEIGHTS AND AREAS FLOOR AREA LEVEL 01 (AREA OF WORK): BUILDING HEIGHT BUILDING HEIGHT NO. OF STORIES ALLOWABLE AREA FRONTAGE INCREASES UNLIMITED AREA BUILDING MIXED USE AND OCCUPANCY 25,523 SF 31'-0" MAX. 2 N.A. UNLIMITED N.A. T 504.3 T 504.4 T 506.2 S 506.3 S 507 S 508 CHAPTER 6 TYPES OF CONSTRUCTION TYPE OF CONSTRUCTION FIRE-RESISTENCE RATING FOR BUILDING ELEMENTS PRIMARY STRUCTURAL FRAME: BEARING WALL, EXTERIOR: BEARING WALL, INTERIOR: NON-BEARING WALLS AND PARTITIONS, EXTERIOR: NON-BEARING WALLS AND PARTITIONS, INTERIOR: FLOOR CONSTRUCTION: ROOF CONSTRUCTION: IIIB RATING (HOURS) 0 2 0 SEE BELOW 0 0 0 S 602 T 601 T 601 T 601 T 705.5 T 601 T 601 T 601 CHAPTER 7 FIRE AND SMOKE PROTECTION FEATURES FIRE RESISTENCE-RATED CONSTRUCTION STRUCTURAL MEMBERS: EXTERIOR WALLS: FIRE RESISTENCE RATING FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: EXTERIOR WALL OPENINGS: FIRE WALLS: RATING (HOURS) N.A. N.A. 0 FIRE SEP. X>30 N.A. N.A. S 704 S 705 T 705.5 T 705.8 S 706 CHAPTER 8 INTERIOR FINISHES INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS: CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS: ROOMS AND ENCLOSED SPACES: A-3 CLASS B B C T 803.13 B CLASS B C C 2025 CBC S (SECTION) T (TABLE) 2025 CBC S (SECTION) T (TABLE) CHAPTER 9 FIRE PROTECTION AND LIFE SAFETY SYSTEMS AUTOMATIC FIRE SPRINKLER SYSTEM: STANDPIPE SYSTEMS: PORTABLE FIRE EXTINGUISHERS: FIRE ALARM AND DETECTION SYSTEM EMERGENCY VOICE/ALARM COMMUNICATION SYSTEM: S 903 S 905 T 906.3 S 907 S 907.2.2 YES, PROVIDED N.A. YES, PROVIDED >500 OCCUPANTS YES, PROVIDED CHAPTER 10 MEANS OF EGRESS MAXIMUM FLOOR AREA ALLOWANCE PER OCCUPANT A-ASSEMBLY, UNCONCENTRATED: B-OFFICE: B-OFFICE, CONCENTRATED BUSINESS USE: S-STORAGE: MEANS OF EGRESS SIZING STAIRWAYS: OTHER MEANS OF EGRESS (INLC. DOORS): NUMBER OF EXITS AND EXIT ACCESS STAIRWAYS MAXIUMUM TRAVEL DISTANCES EXIT ACCESS COMMON PATH OF EGRESS DEAD END CORRIDOR T 1004.5 S 1005.3.1 S 1005.3.2 S 1006 T 1017.2 T 1006.2.1 S 1020.5 OLF 15, NET 150, GROSS 50, GROSS 300, GROSS FACTOR 0.20"/OCC 0.15"/OCC 2 A-3 250' 75' 20' B 300' 100' 50' S-1 250' 100' 50' 8544 SF 171 OCC B.1:50 OPEN OFFICE 200 109 SF 1 OCC S1 1:300 (E) ELEC 201 311 SF 21 OCC B 1:15 CONF 202 132 SF 1 OCC B 1:150 OFFICE 203 135 SF 1 OCC B 1:150 OFFICE 204 135 SF 1 OCC B 1:150 OFFICE 205 135 SF 1 OCC S1 1:300 STORAGE 206 133 SF 1 OCC S1 1:300 STORAGE 207 134 SF 1 OCC S1 1:300 STORAGE 208 134 SF 1 OCC S1 1:300 STORAGE 209 MTRL CONVEYOR 204 SF 14 OCC B 1:15 CONF 210 189 SF 1 OCC S1 1:300 MDF 211 125 SF 1 OCC B 1:150 OFFICE 212 82 SF 1 OCC S1 1:300 (E) ELEC 214 7322 SF 49 OCC B 1:150 OFFICE GROWTH 213 (E) STAIRS EXIT #1 EXIT ROUTE 1/3 DIAG O N A L = 9 0' - 5" 271' - 1 " TOT AL DIAGO N AL DISTA N CE 156' - 10" > 90' - 5" 156' - 1 0 " EX IT DI STAN CE REQUIRED PROVIDED 36" 24" REQUIRED PROVIDED 36" 24" 158 158 A102 A102 (E) ELEV (E) STAIRS A103 156' 113' 123'109' 102' EXIT WIDTH COMPLIANCE (OCC LOAD X 0.15 = REQUIRED) PER CBC 1005.3.2 EXIT WIDTH COMPLIANCE (OCC LOAD X 0.15 = REQUIRED) PER CBC 1005.3.2 REQUIRED PROVIDED 44" 32" EXIT STAIR WIDTH COMPLIANCE (OCC LOAD X 0.2 = REQUIRED) PER CBC 1005.3.1 REQUIRED PROVIDED 44" 32" EXIT STAIR WIDTH COMPLIANCE (OCC LOAD X 0.2 = REQUIRED) PER CBC 1005.3.1 EXIT ROUTE 104' N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 1 8 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 G0.04 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 EXITING AND OCCUPANCY COLLECTORS - LEGENDPLUMBING FIXTURE CALCULATIONSCBC CODE ANALYSIS PER TABLE 422.1, 2022 CALIFORNIA PLUMBING CODE DRINKING FOUNTAINS + WATER DISPENSERS KEYNOTES 1. PER CBC TABLE 508.3, WHERE A-3 OCCUPANCY IS ACCESSORY TO PRIMARY B-OCCUPANCY NO SEPARATION IS REQUIRED. 2. PROVIDE TACTILE EXIT SIGNAGE PER CBC 1013.4 AND 11B-703 WHERE NEW EXITS, EXIT ACCESS, ETC OCCUR. VERIFY IN FIELD WHERE EXISTING. SEE SHEET A7.50 FOR EXIT SIGNAGE DETAILS. A-3 / ASSEMBLY OCCUPANCY 515 SF/ 30 = 50% WOMEN = 50% MEN = 18 OCCS 9 9 B / OFFICE OCCUPANCY 23,608 SF/ 150 = 50% WOMEN = 50% MEN = 158 OCCS 79 79 OCC FIX (M) REQ.(F) PROV. (GN) PROV. A-3 WC UR LAV 1 1 1 B WC UR LAV 2 1 1 TOTAL WC UR LAV 3 2 2 6 - 4 - - - (F) REQ. 1 - 1 4 - 2 5 - 3 (M) PROV. 3 3 3 0 REQUIRED 1 PROVIDED SHEET NOTES 1/16" = 1'-0"1LEVEL 02 - PLAN, EXITING DIAGRAM NUM NAME SF FACTOR OCCs 200 OPEN OFFICE Not Placed 150 SF 200 OPEN OFFICE 8544 SF 50 SF 171.0 201 (E) ELEC 109 SF 300 SF 1.0 202 CONF 311 SF 15 SF 21.0 203 OFFICE 132 SF 150 SF 1.0 204 OFFICE 135 SF 150 SF 1.0 205 OFFICE 135 SF 150 SF 1.0 206 STORAGE 135 SF 300 SF 1.0 207 STORAGE 133 SF 300 SF 1.0 208 STORAGE 134 SF 300 SF 1.0 209 STORAGE 134 SF 300 SF 1.0 210 CONF 204 SF 15 SF 14.0 211 MDF 189 SF 300 SF 1.0 212 OFFICE 125 SF 150 SF 1.0 213 OFFICE GROWTH 7322 SF 150 SF 49.0 214 (E) ELEC 82 SF 300 SF 1.0 17825 SF 266.0 TOTAL OCCUPANCY: 315 TOTAL REQUIRED EXIT: 2 TOTAL PROVIDED EXIT: 2 A102 "EXIT" SIGN TO BE PROVIDED PER SECTION 1013.4. REFER TO DETAIL 4/A7.40 FOR VISUAL CHARACTER, RAISED CHARACTER AND BRAILLE GRAPHIC REQUIREMENTS A103 PROVIDE EVACUATION MAP ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET A 2026-0306 REVISION 1 AAA GRAB BAR, 42" MIN. 60" X 60" LEVEL AND CLEAR 60" MIN. DIA. CL E A R 32 " M I N . 24" MIN GRAB BAR, 36" MIN. CLEAR 44" MIN. 30" X 48" CLEAR SPACE CLEAR 34" MIN. FLOOR MOUNTED W.C. 59" MIN. 54" MIIN. FLUSH LEVER ON WIDE SIDE 60" MIN 60 " M I N . 17 " - 1 8 " WALL HUNG W.C. 56" MIN. OUTSWING DOOR 18" MIN INSWING DOOR 36" MIN W/ CL GRAB BAR, 48" MIN. GRAB BAR, 36" MIN. 30"x48" CLEAR FLOOR SPACE 60" MIN. DIA. 17" - 18" 1' - 6" 2' - 0 " M I N . FLUSH LEVER ON WIDE SIDE 60" MIN. CL 2' - 8" 6" M A X . 3' - 0 " M I N . G R A B B A R 1' - 0" MAX. 2' - 0" MIN. 3' - 6" MIN. GRAB BAR 5' - 0" MIN. 5' - 0 " M I N . 2' - 10" MIN. WHEN DOOR SWINGS IN 3' - 0" MIN. 3' - 6 " M I N . 18 " M A X 17 " M I N FLUSH LEVER ON WIDE SIDE CL NOTE: WHERE SIX OR MORE STALLS ARE PROVIDED WITHIN A MULTIPLE-ACCOMADATION TOILET ROOM, AT LEAST ONE SHALL BE A STANDARD SIDE- TRANSFER TOILET STALL (WHEELCHAIR ACCESSIBLE), AND AT LEAST ONE ADDITIONAL STALL SHALL BE 36" WIDE WITH AN OUTWARD SWINGING SELF CLOSING DOOR PARALLEL GRAB-BARS (FOR SEMI-AMBULATORY USE). CL 17"-19" 1' - 0 " M A X . 3' - 6 " M I N . G R A B B A R 5' - 0 " M I N . 35"-37" MI N . 3' - 8 " NOTES: 17" MAXIMUM RIM HEIGHT ABOVE FLOOR. 13 1/2" MINIMUM PROJECTION FROM WALL. 44" MAXIMUM HEIGHT OF FLUSH VALVE ABOVE FLOOR. 30"x48" MINIMUM CLEAR ACCESS IN FRONT OF FIXTURE (ONE FIXTURE ONLY REQUIRED)) 13 1/2" MIN. 17 " M A X . 4' - 0 " 2' - 6" 9" M I N . URINAL DIVIDER IF X >/= 24" 3' - 0" CLR X IF X < 24" 2 - 6" CLR CLEAR FLOOR SPACE ( c ) REMOVABLE IN-TUB SEAT FORWARD APPROACH 4' - 0 " M I N . LENGTH OF TUB SE A T CLEAR FLOOR SPACE ( a ) REMOVABLE IN-TUB SEAT PARALLEL APPROACH 2' - 6 " M I N . LENGTH OF TUB SE A T CLEAR FLOOR SPACE ( b ) PERMANENT SEAT PARALLEL APPROACH 2' - 6 " M I N . LENGHT OF TUB SE A T 12" MIN. CLEAR FLOOR SPACE ( d ) PERMANENT SEAT FORWARD APPROACH 48 " M I N . LENGHT OF TUB SE A T 12" MIN. 4' - 6" MIN. MAX. 1' - 0"3' - 6" MIN. TO P O F B A R 33 " - 3 6 " 3' - 0" MIN. 12" MIN. 6" MAX. TO P O F B A R 33 " - 3 6 " 4' - 6" MIN. MAX. 1' - 0"3' - 6" MIN. TO P O F B A R 33 " - 3 6 " 3' - 0" MIN. 12" MIN. 6" MAX. TO P O F B A R 33 " - 3 6 " 7"-9" 7"-9" 2' - 0" MIN.2' - 0" MIN. FLOOR MOUNTED W.C. WALL HUNG W.C. 2' - 0" MIN 2' - 0" MIN. CL CL FL U S H V A L V E C O N T R O L 44 " M A X 17 " - 1 9 " 17 " - 1 9 " 19 " M I N . 19 " M I N . RESTROOMWOMENMEN WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR. CLEAR OF DOOR SWING. NOTE: 1. RAISED LETTERING 1/32" TYP. 2. RAISED GRADE 2 BRAILLE MARKING PER 2019 CBC UNISEX RESTROOM WOMENS RESTROOM MENS RESTROOM58 " - 6 0 " A . F . F . 58 " - 6 0 " A . F . F . 58 " - 6 0 " A . F . F . DOOR MOUNTED SIGNAGE WALL MOUNTED SIGNAGE 1' - 0" 1' - 0" 1' - 0 " 1' - 0 " 48 " M I N CL CL CL ALL GENDER RESTROOM58 " - 6 0 " A . F . F . 1' - 0 " CL THIS IMAGE REPRESENTS THE DOOR SYMBOL REQUIRED BY CBC 11B-216.8 TO IDENTIFY AN ALL GENDER/UNISEX SINGLE-USER TOILET FACILITY. THE SYMBOL MUST COMPLY WITH THE REQUIREMENTS OF CBC 11B-703.7.2.6.3. NO PICTOGRAM, TEXT, OR BRAILLE IS REQUIRED ON THE SYMBOL. 60 " M A X TO P O F B A R 33 " - 3 6 " 19" MIN. 27" MAX. 27" MAX. 39 " - 4 1 " 30 " M I N . 3' - 0 " M I N . C L R . 15" - 16" 5' - 0" CLR. 22" - 23" 2 1/2" MAX.14 " - 1 5 " 4' - 0 " M A X 60" HOSE HAND HELD SPRAYER SINGLE LEVER CONTROL VALVE SOAP DISH 18"-24" TO SEAT BACK. 40" MAX HEIGHT. FOLDING SHOWER SEAT MAX. 6" FROM WALL WHEN FOLDED1/2" BEVELLED LIP MAX. SL O P E 1/ 4 " / F T . MA X . ELEVATION PLAN 19" MIN. 19" MIN. 27" MAXCL 3" M A X . MA X . 1 1 / 2 " 1' - 6 " 33 " - 3 6 " 6" MAX.3' - 0" MIN. GRAB BAR 1' - 0 " M A X . 3' - 6 " M I N . G R A B B A R 2' - 0 " M I N . 18" MAX 17" MIN 3' - 6" MIN. 5' - 0" MIN. 2' - 8" MIN.4' - 0 " M I N . 5' - 0 " M I N . 2' - 0" MIN. FLUSH LEVER ON WIDE SIDE 5' - 0" MIN. MAX 4" MIN 1' - 0" MIN 2' - 0" CL 1½" 1¼" MIN. TO 2" MAX. THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWING SPECIFICATIONS: A. BENDING STRESS AND SHEAR STRSS INDUCED IN A GRAB BAR BY THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. B. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF A 250-POUND POINT LOAD SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. C. TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF A 250-POUND POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-POUND POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. D. GRAB BARS SHALL NOT ROTATE WITHIN THIER FITTINGS. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8". GRAB BARS AND ADJACENT SURFACE SHALL BE FREE OF ABRASIVE ELEMENTS. STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE REQUIREMENTS OF CBC SECTION 11B-609 PROVIDE BACKING AT GRAB BARS AS REQUIRED. 33 " - 3 6 " T O P O F B A R (G) GRAB BAR @ TOILET (H) GRAB BAR (I)TOILET TISSUE HOLDER (A)COMBINATION T.P./SEAT COVER DISPENSER (B)COMBINATION WASTE/TOWEL UNITS (C)SANITARY NAPKIN VENDOR (J)TOWEL BAR (K)CLOTHES HOOK (D)OUTLETS (E) SWITCHES (F)MIRROR NOTE: MOUNTING HEIGHT FROM FINISHED FLOOR TO HIGHEST OPERABLE CONTROL, TYPICAL. 1-1/2" CLR. 3' - 4 " M A X . 4' - 0 " M A X 48 " M A X . 18 " M A X , 1 5 " M I N . 4' - 0 " M A X . 3' - 4 " 3' - 4 " M A X . 2' - 9 1 / 2 " 3' - 4 " M A X . 19 " M I N . 7"-9" TO P O F B A R 33 " - 3 6 " TO P O F B A R 33 " - 3 6 " 2' - 0" MIN.1' - 0" MAX. 17 " - 1 9 " 17 " - 1 9 " 33 " - 3 6 " TO P O F B A R N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 1 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 G0.11 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 ACCESSIBILITY COMPLIANCE DIAGRAMS COLLECTORS - 1/4" = 1'-0"18ADA MULTIPLE ACCOMODATION TOILET FACILITY 1/2" = 1'-0"2ADA SINGLE OCC. TOILET 1/2" = 1'-0"14ADA STALL SIDE ENTRY 1/2" = 1'-0"19ADA SEMI-AMBUL. STALL 1/2" = 1'-0"20ADA URINALS 1/4" = 1'-0"15ADA TUB FLOOR SPACE 1/2" = 1'-0"16ADA TOILET MOUNTING HT / GRAB BAR LOCATIONS 1" = 1'-0"10ADA RESTROOM SIGNS 1/2" = 1'-0"8ADA ROLL-IN SHOWER 1/2" = 1'-0"4ADA STALL FRONT ENTRY 1 : 1 12DETAIL AT GRAB BAR 1/2" = 1'-0"1ADA RESTROOM ACCESSORY MOUNTING HEIGHTS ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET 30"X48" CLEAR FLOOR SPACE MIRROR INSULATE TRAP AND HOT WATER PIPES TO PREVENT CONTACT LINE OF REQUIRED CLEARANCE 1' - 6 " M I N . 25" MAX. 17" MIN. 25" MAX DEPTH 17" MIN DEPTH 11" MIN.6" MAX. 9" M I N . 2' - 3 " M I N . 2' - 5 " M I N . 2' - 1 0 " M A X . 3' - 4 " M A X . 19" MAX 6" M A X NOTE: ALCOVE DEPTH (X) GREATER THAN 24", THEN ALCOVE WIDTH (Y) MUST BE A MINIMUM OF 36" MI N . 1' - 6 " MIN. 1' - 6" CLR. 2' - 6" MIN. MIN. 1' - 6" 4' - 0 " M I N . 19" MAX 17" MIN 36 " M A X . FO R S T A N D I N G P E R S O N S 38 " - 4 3 " 18 " - 1 9 " 15 " M I N . 5" M A X . 34 " M A X . SPACECLEARREQUIRED 6" MIN 17" MIN. 8" MIN. 34 " M A X . 29 " M I N . 27 " M I N . 9" M I N . INSULATED TRAP AND HOT WATER PIPES 3/4" PULL SIDE PANIC HARDWARE (WHERE REQUIRED) CLEAR LEVEL LANDING PUSH SIDE CLEAR LEVEL LANDING PROVIDE 12" MIN. IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER *NOTE: 2% MAX SLOPE AT EXTERIOR LANDINGS ONLY 4' - 0 " 5' - 0 " 1' - 0" 2' - 8" 1' - 6" MIN.CLEAR@INT.DOORS 2' - 0" MIN. CLEAR@ EXT. DOOR PUSH SIDE PULL SIDE 22" MIN. 36" MIN. 60 " M I N . 44 " M I N . * * NOTE: 48" MINIMUM IF DOOR HAS BOTH A LATCH AND A CLOSER NOTE: ALL DOORS IN ALCOVES SHALL COMPLY WITH THE CLEARANCES FOR FRONT APPROACHES 24" MIN. FOR LATCH APPROACH FOR HINGE APPROACH TEXT: "VAN ACCESSIBLE" TEXT: "PHYSICALLY DISABLED PERSON ONLY" 2" GALVANIZED STEEL POST NOTE: WHERE A WALL OCCURS AT THE WALKWAY END OF THE PARKING SPACE, SIGN MAY BE CENTERED ON THE WALL AT A MINIMUM HEIGHT OF 3'-0" FROM THE PARKING SPACE FINISH GRADE, GROUND OR SIDEWALK (WHICHEVER IS HIGHEST) INSTEAD OF ON POST. LOWEST POINT OF ADJACENT FINISHED GRADE HIGHEST POINT OF ADJACENT FINISHED GRADE 12" CONCRETE BASE 12"x 18"x 1/8" REFLECTORIZED SIGN W/ THE "INTERNATIONAL SYMBOL OF ACCESSIBILITY" AND LETTERING, IN WHITE ON DARK BACKGROUND, SILK-SCREENED ON ALUMINUM OR GALVANIZED METAL PER THE CURRENT EDITIONS OF THE C.B.C. AND A.D.A.G. VAN-ACCESSIBILITY SIGN, WHERE APPLICABLE 1' - 8 " M I N . BOTTOM OF SIGN 6' - 8 " M I N . FOR ADDITIONAL INFORMATION SEE NOTE #3/REF.2 TEXT: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNERS EXPENSE. TOW-AWAY SIGNAGE, INCLUDE TOWING COMPANY CONTACT INFORMATION (T O H I G H E S T O P E R A B L E PA R T ) 30"x48" CLEAR AREA ELEVATION PLAN PRALLEL APPROACH 4' - 0 " 2' - 3 " M I N . C L R . 2' - 6" MIN. MA X . 10 " EDGE OF COUNTER 30"x48" CLEAR AREA PLAN FORWARD APPROACH 20 " M A X . 24 " M A X . NO PARKING CARVAN 21 6 " M I N . 108" MIN.144" MIN. PERPENDICULAR PARKING NO PARKING CARVAN 108" MIN. 144" MIN. ANGLED PARKING 216" MIN. 216" MIN. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH DESIGNATION "VAN ACCESSIBLE". SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. WHEN SIGNS ARE LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE A MINIMUM OF 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. (11B-502.6) PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM OF 70 SQUARE INCHES (11B-502.6.1) ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." (11B-502.6.2) A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE (11B-502.6.3) AN ADDITIONAL SIGN SHALL BE POSTED IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF STREET PARKING FACILITIES, OR IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. THE SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES HIGH. THE SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT OF 1 INCH THE FOLLOWING (11B-502.8): "UNAUTHORIZED VEHICLES PARKING IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT ______________________ OR BY TELEPHONING _______________. VEHICLE PARKING SPACES NO PARKI NG PERPENDICULAR PARKING NO PARKING ANGLED PARKING OF PARKING SPACE FULL REQUIRED LENGTH OF PARKING SPACE FULL REQUIRED LENGTH PARKING SPACE ACCESS AISLE OF P A R K I N G S P A C E FU L L R E Q U I R E D L E N G H T 60" MIN. ACCESS AISLE ACCESS AISLE 60" MIN. NO PARKING PERPENDICULAR PARKING NO PARKING ANGLED PARKING ANGLED AND PERPENDICULAR PARKING IDENTIFICATION IDENTIFICATION SIGN ACCESS AISLE 60" MIN. WHITE LETTERING, 12 INCHES MIN HEIGHT ACCESS AISLE BLUE BORDER HATCHED LINES AT 36 INCHES ON CENTER MAX. INTERNATIONAL SYMBOL OF ACCESSIBILITY 36 INCHES BY 36 INCHES MIN. IDENTIFICATION SIGN HATCHED LINES AT 36 INCHES ON CENTER MAX. INTERNATIONAL SYMBOL OF ACCESSIBILITY 36 INCHES BY 36 INCHES MIN. BLUE BORDER WHITE LETTERING, 12 INCHES MIN HEIGHT CURB LINE AREA TO BE MARKED 60 " M I N . PASSENGER DROP-OFF AND LOADING ZONE ACCESS ASILE SIGNS AND SYMBOLS 30 " M I N . ELEVATION PLAN 8" MIN. 9" M I N . 11" MIN. 27 " M I N . ELEVATION @ LAVATORY 8" MIN. 9" M I N . 11" MIN. 27 " M I N . 29 " M I N . N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 2 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 G0.12 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 ACCESSIBILITY COMPLIANCE DIAGRAMS COLLECTORS - 1/2" = 1'-0"17ADA LAV. CLEARANCE 1/2" = 1'-0"13ADA FOUNTAINS 1 : 1 15UNDERSINK CLEARANCES 1/2" = 1'-0"16ADA DOOR CLEARANCES 1/4" = 1'-0"12H.C. STALL SIGNAGE 1/2" = 1'-0"4ADA TELEPHONE 12" = 1'-0"3PARKING REQUIREMENTS 1/2" = 1'-0"1ADA KNEE CLEARANCES1 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET 5' - 6" MIN. 4' - 0 " M I N . REAR ACCESS FRONT ACCESS NOTE: EACH INDIVIDUAL SEATING POSTION HAS AN EGRESS ROUTE WHICH DOES NOT CROSS THROUGH OTHER SEATING POSTIONS. 5' - 6" MIN. 5' - 0 " M I N . SIDE ACCESS SIDE ACCESS T-SHAPE 180° TURNS CLEAR WIDTH FOR TWO WHEEL CHAIRS TO PASS PARALLEL THROUGH CORRIDOR MAX. SIDE REACH OVER AN OBSTRUCTION NOTE: MAXIMUM DEPTH OF OBSTRUCTION ALLOWED IS 25". WHEN DEPTH OF OBSTRUCTION IS BETWEEN 20" AND 25", THE MAXIMUM FORWARD REACH HEIGHT FROM THE FLOOR SURFACE IS 44". WHEN DEPTH OF OBSTRUCTION IS LESS THAN 20", THE MINIMUM CLEAR HEIGHT BENEATH THE OBSTRUCTION IS 27". WHEN DEPTH OF OBSTRUCTION IS GREATER THAN 20", THE CLEAR HEIGHT BELOW THE OBSTRUCTION IS 30" MIN. TO ALLOW FOR CLEARANCE OF A WHEELCHAIR ARM REST UNDER THE OBSTRUCTION. X=DEPTH OF OBSTRUCTION Y=MAXIMUM REACH HEIGHT Z=MIN. CLEAR SPACE BELOW OBSTRUCTION Y Z X 90° TURNS TURNS AROUND AN OBSTRUCTION MAX. SIDE REACH OVER AN OBSTRUCTION CLEAR FLOOR SPACE WHEELCHAIR TURNING SPACE NOTE: DIMENSIONS APPLY WHEN X<48" *CORRIDORS WITH OCCUPANCY OF 9 OR LESS **CORRIDORS WITH OCCUPANCY OF 10 OR MORE 44" MIN** 44" MIN** 44" MIN** 44" MIN** 44 " M I N * * X 5' - 0" 4' - 0" 2' - 6 " 5' - 0" 34 " M A X . 44 " M A X . 3' - 6" MIN.3' - 6" MIN. 4' - 0 " M I N . 3' - 0"4' - 0"3' - 0" 3' - 0 " M I N . 3' - 0 " M I N . 3' - 0" MIN.5' - 0" MIN. >10" - 24" MAX. 34 " M A X . 46 " M A X . 6' - 8 " M I N . ≥ 8 0 " M I N . HI G H E R T H A N 2 7 " 4" MAX. 27 " 80 " M I N 27 " O R B E L O W REQ'D CLR WIDTH (WALKING PARALLEL TO A WALL) HATCH INDICATES CANE DETECTION AREA NOTE: PROTRUDING OBJECTS MAY NOT REDUCE THE REQUIRED CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANUEVERING SPACE. ANY AMOUNT HI G H E R T H A N 2 7 " 12" MAX POST OR PYLON 2" MIN. 4" MAX. STRIP WIDTH NOTE: WARNING STRIPS MUST BE CLEARLY CONTRASTING COLOR FROM ADJOINING SURFACES. THE STRIP MUST BE MADE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. (PAINTED STRIPS ARE ACCEPTABLE) INTERIOR STAIRS: UPPER APPROACH AND LOWER TREADS MUST BE MARKED 1" MAX FROM EDGE OF TREAD EXTERIOR STAIRS: UPPER APPROACH AND ALL TREADS MUST BE MARKED ROUNDED OR BEVELED NOSING, TYPICAL SOLID RISER, TYPICAL 1-1/4" MAX 30° MAX (A) (B) 1-1/4" MAX 30° MAX (C) 1/2" RADIUS MAX (D) ROUNDED NOSING (E) BEVELED NOSING 1/2" BEVEL MAX 1. THE REQUIRED MINIMUM HANDRAIL EXTENSION AT EACH BOTTOM RISER IS 12" + THE DEPTH OF ON TREAD. 2. 12" MINIMUM HANDRAIL EXTENSION REQUIRED AT EACH TOP RISER. 3. 42" GUARDRAIL REQUIRED AT STAIRWAYS WITH 30" OR MORE ABOVE GRADE OR FLOOR BELOW. 4. OPENINGS IN GUARDRAILS AND HANDRAILS SHALL NOT ALLOW A 4" SPHERE TO PASS THROUGH. 3' - 2 " M A X . 2' - 3 " M A X . MIN. 1' - 0" TREAD+12" 1' - 11" MIN. 1' - 0" 2' - 3 " M A X . 3' - 2 " M A X . 11" 7" NOTE: 1. MOUNTING HEIGHT IS 34"-38" TO TOP OF GRIPPING SURFACE ABOVE STAIR NOSINGS. 2. SURFACE OF HANDRAIL SHALL BE SMOOTH WITH NO SHARP EDGES. 3. EDGES OF HANDRAILS HAVE A MINIMUM RADIUS OF 1/8". 34 " - 3 8 " A B O V E ST A I R N O S I N G 1 1/4" - 1 1/2"1 1/2" CLR. 1 1 / 2 " M I N . MIN. 2" HIGH CURB FOR RAMPS AND LANDINGS WITH DROP-OFFS ALLOWABLE RAMP LENGTHS SLOPE 1:12 1:16 1:20 % 8.33% 6.25% 5.00% MAX. RISE 30" 30" 30" MAX. HORIZ. PROJECTION 30'-0" 40'-0" 50'-0" 72" MIN. CLEAR LEVEL LANDING AT BOTTOM OF RAMP. (60"x60" MIN REQ'D WHEN RAMP CHANGES DIRECTION AT LANDING) 60"x60" MIN. CLEAR LEVEL LANDING AT TOP OF RAMP NOTE: IF A RAMP HAS A RISE >6" OR A HORIZONTAL PROJECTION >72", THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES LEVEL LANDING LEVEL LANDING RAMP HORIZONTAL PROJECTION RISE 1:12 SLOPE MAX RE Q ' D W I D T H O F R A M P 3' - 2 " M A X . 2' - 3 " M A X . 1' - 0" 1' - 0" 2' - 3 " M A X . 3' - 2 " M A X . 2" 6' - 0" MIN. 1' - 0" 5' - 0" 2" 3" + 1" WHEEL GUIDE GUIDE RAIL TO BE CENTERED AT 3" PLUS OR MINUS 1" ABOVE THE RAMP SURFACE GUIDE CURB WHEEL GUIDE +/ - 1 " 3" @ L A N D I N G 60 " M I N RAMP HANDRAILS (A) HANDRAIL 1 1/4" - 1 1/2" 34 " - 3 8 " A B O V E ST A I R N O S I N G O R RA M P 1 1/2" CLR. 1 1 / 2 " M I N . 112 MAX. SLOPE = 1:12 3' - 0 " 3' - 0 " 3 6 " 1 12 MAX. SLOPE = 1:12 3' - 0 " 3' - 0 " 3 6 " TOP LANDING TO BE AT LEAST 60" LONG BOTTOM LANDING TO BE AT LEAST 72" LONG TOP LANDING TO BE AT LEAST 60" LONG BOTTOM LANDING TO BE AT LEAST 72" LONG 1' - 0" 1' - 0" 1' - 0" 1' - 0" 1 1/2" DIAMETER PAINTED STEEL HANDRAIL MOUNTED 1 1/2" FROM WALL ON CODE COMPLIANT HANDRAIL BRACKETS. HANDRAIL MAY NOT ROTATE AND MUST BE SECURE. 1 1/2" DIAMETER PAINTED STEEL HANDRAIL WITH PAINTED STEEL POSTS FOR SUPPORT, RAMP SECTION AT WALL MOUNTED RAILINGS RAMP SECTION AT FREESTANDING RAILING HANDRAIL EXTENSIONS MAY BE ROTATED PERP. TO THE PATH OF RAMP IF THEY BECOME AN OBSTRUCTION. RETURN HAND RAIL ENDS (TYP.) RETURN HAND RAIL ENDS (TYP.) 3" + 1" WHEEL GUIDE 2' - 0 " M A X . D E P T H FO R M I N C L E A R A N C E SI D E R E A C H R A N G E FO R W A R D RE A C H R A N G E 3' - 0" MIN. 2' - 8" MIN. 10" MAX.2' - 6" 4' - 0 " 15 " M I N . 4' - 0 " M A X 10"2' - 6" 4' - 0" 2' - 6 " 4' - 0" N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 5 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 G0.13 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 ACCESSIBILITY COMPLIANCE DIAGRAMS COLLECTORS - 1/2" = 1'-0"13ADA WHEELCHAIR SEATING 3/16" = 1'-0"5ADA TURN AROUND OBSTRUCTIONS/REACH RANGES 12" = 1'-0"1ADA PROTRUDING OBJECTS / OVERHEAD HAZARDS 12" = 1'-0"2ADA WARNING STRIPING NTS 6ADA STAIR TREADS 1/2" = 1'-0"7ADA HANDRAIL 1 1/2" = 1'-0"3ADA STAIR HANDRAILS 1/4" = 1'-0"4ADA RAMPS 1 1/2" = 1'-0"10ADA RAMP HANDRAILS 1/2" = 1'-0"12ADA RAMP AND RAILING DETAILS 1/2" = 1'-0"16ADA REACH ANGLES ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET MI N . 1' - 0 " X LANDING LANDING DOWN X MI N . 1' - 0 " NOTE: INNER HANDRAIL AT LANDINGS OF STAIRS THAT DOUBLE BACK OR IMMEDIATELY TURN SHALL BE CONTINIOUS AND SHALL NOT EXTEND INTO LANDING OR ACCESSIBLE ROUTE OF TRAVEL INNER HANDRAIL X = EXTENSION OF HANDRAIL SHALL BE EQUAL TO THE TREAD WIDTH PLUS 12 INCHES MINIMUM DOWN MI N . 1' - 0 " X LANDING LANDING DOWN X DOWN MIN. 1' - 0" DO W N MI N . 1' - 0 " X ACCESSIBLE ROUTE OF TRAVEL LANDING DOWN MI N . 1' - 0 " DOWN MI N . 1' - 0 " INNER HANDRAIL GUARDRAIL MAY BE REQUIRED MI N . 1' - 0 " X LANDING DOWN MI N . 1' - 0 " DOWN GUARDRAIL MAY BE REQUIRED X DOWN LANDING * NOTE: PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER ( a ) DOORS AT ADJACENT WALLS 48" MIN. 18 " M I N . 18 " M I N . 48" MIN. ( b ) DOORS AT OPPOSITE WALLS 18 " M I N . ( a ) DOOR IN SERIES 48" MIN. 12 " M I N . * ( b ) BOTH DOORS OPEN OUT 12 " M I N . * 48" MIN. 12 " M I N . * SLOPE = Y : X WHERE X IS A LEVEL PLANE TOP OF RAMP STREETWALK MEASUREMENT OF CURB RAMP SLOPES X Y 48" MIN. 2% MAX. 8.33% MAX. TOP OF RAMP RETAINING CURB IF NECCESSARY SECTION B-B DEPRESS ENTIRE SIDEWALK AS REQUIRED 2% MAX. 2% MAX. 8.33% MAX. 48" MIN. RETAINING CURB IF NECCESSARY SECTION A-A SECTION C-C 60" MIN. 72" MIN.SEE NOTE 2 SEE NOTE 1SWINGS ONTO LANDING60" MIN. WHEN NO DOOR SEE NOTE 2 60" MIN. 72" MIN. AS REQUIRED 5'-0" MIN. TOP PLATFORM INTERMEDIATE LEVEL PLATFORM INTERMEDIATE TURNING PLATFORM 60" MIN. 72" MIN.SEE NOTE 2 SEE NOTE 1 SWINGS ONTO LANDING60" MIN. WHEN NO DOOR SEE NOTE 2 60" MIN. AS REQUIRED TOP PLATFORM INTERMEDIATE LEVEL PLATFORM BOTTOM LEVEL PLATFORM SEE NOTE 1 SWINGS ONTO LANDING60" MIN. WHEN NO DOOR SEE NOTE 2 60" MIN. AS REQUIRED TOP PLATFORM 60" MIN. 72" MIN. NOTE 1: WHEN DOOR SWINGS ONTO LANDING - 42" MIN. PLUS DOOR WIDTH. NOTE 2: MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. AS REQUIRED RAMP WITH INTERMEDIATE SWITCH BACK PLATFORMRAMP WITH TURNING PLATFORMSTRAIGHT RAMP RUN 24" MIN. EXTERIOR AND 18" MIN INTERIOR BEYOND THE STRIKE EDGE OF A GATE OR DOOR ON THE SIE TOWARD WHICH IS SWINGS DO O R W I D T H P L U S 4 2 " 60" MIN. RAMP LANDING AT DOORWAY FRONT EDGE OF SIDE WALK CURB 1/2", BEVELED AT 45° WALL OR OTHER OBSTRUCTION A 10% MAX. 8. 3 3 % MA X . 2% MA X . 10% MAX. 4' - 0 " M I N . 4' - 0" MIN. A C C 48 " M I N . 8.33% MAX. 48" MIN. RETAINING CURB IF NECESSARY AT EDGE OF SIDEWALK 2% MA X . NOTE: TRUNCATED DOMES TO FULL WIDTH AND DEPTH OF CURB RAMP, EXCEPT FLARED SIDES DETECTABLE WARNING TO EXTEND FULL WIDTH AND 36" IN THE DIRECTION OF TRAVEL OF CURB RAMP, EXCLUDING FLARED SIDES BENCH: SIDE ELEVATION CBC 11B-903 1' - 4 " 3"1 1/2" 2" 20 - 24". 1' - 6 " BENCH: PLAN CBC 11B-903 BENCH LEGS BOLTED TO FLOOR 2" M A X . 30" MIN. 48 " M I N . 48" MIN. LOCKERS: PLAN CBC 11B-222 and 11B-803 10" 30" MIN NOTE: ACCESSIBLE ('ADA') LOCKER LOCATIONS NOTED ON FURNITURE PLAN TO BE COORDINATED WITH FUTURE TENANT VENDOR. SH E L F 15 " M I N LOCKERS: ELEVATION CBC 11B-222 and 11B-803 5 TIER ADA SH E L F 48 " M A X TO L A T C H 15 " M I N - 4 8 " M A X N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 6 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 G0.14 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 ACCESSIBILITY COMPLIANCE DIAGRAMS COLLECTORS - 1/4" = 1'-0"1ADA STAIR HANDRAIL 1/4" = 1'-0"9ADA VESTIBULE CLEARANCES 1/2" = 1'-0"7ADA CURB SECTIONS NTS 4ADA RAMP DIMENSIONS 1/4" = 1'-0"3ADA CURB CUT 1/2" = 1'-0"17ADA LOCKER REQUIREMENTS ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 7 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.20 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE PLAN / ACCESSIBLE PATH OF TRAVEL DIAGRAM COLLECTORS - ACCESSIBLE PATH OF TRAVEL FROM ACCESSIBLE PARKING STALLS YA R D D I S T A N C E 65 . 4 ' N O R T H YARD DISTANCE 71.2' WEST 32 . 7 ' F S D FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 8 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.21 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE ENLARGEMENTS COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 2 9 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.22 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE DETAILS COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 3 2 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.23 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE SURVEY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 3 5 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.24 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE SURVEY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 3 9 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.25 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING SITE SURVEY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 4 0 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.30 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING RESTROOM PLAN - WEST -FOR REFERENCE ONLY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 4 2 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.31 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING ENLARGED RESTROOM PLANS -WEST -FOR REFERENCE ONLY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 4 4 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.32 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING RESTROOM ADA REQUIREMENTS -FOR REFERENCE ONLY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 4 5 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 G0.33 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EXISTING DETAILS -MILLWORK - FOR REFERENCE ONLY COLLECTORS - FOR REFERENCE ONLY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET FB 1 (E) (E ) (E)(E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E) (E) (E) (E ) (E) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E)(E) (E)(E) (E ) (E ) (E ) (E ) (E ) (E ) (E)(E) FE C FEC (E ) (E ) (E ) (E ) (E) (E ) (E ) (E ) (E) (E ) J J (E) (E)(E) (E ) J J (E ) (E)(E) (E ) (E) (E ) (E) (E ) (E) (E ) JJJJJJ J (E)(E) (E ) (E ) FE C J J J J J J J J A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 OPEN OFFICE 200 STORAGE 213 A107 A107 A107 A107 A107 A107 A108 A108 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, UON. 4. REMOVE ALL ABANDONED POWER AND SIGNAL CABLING BACK TO SOURCE AND SAFE OFF. 5. REMOVE FLOORING FINISHES AND WALL FINISHES THROUGHOUT AREA OF WORK, UON. A. EXISTING WALL PROTECTION AND CORNER GUARDS TO REMAIN UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTION FOR EXISTING FINISHES TO REMAIN. 7. GC SHALL PATCH AND REPAIR AREAS WHERE DEMOLITION OR DAMAGE OCCURRED. REFINISH DISTURBED AREAS TO MATCH ADJACENT CONDITION. EXTEND PATCH TO NEAREST NATURAL BREAK POINT. 8. GC TO PATCH AND REPAIR DAMAGED FIRE PROOFING ON STRUCTURAL AND FIRE RATED ASSEMBLIES. MATCH EXISTING FIRE RATING. 9. REMOVE OR COVER ALL EXISTING PERIMETER WINDOW BLINDS PRIOR TO COMMENCEMENT OF DEMOLITION. CLEAN AND UNCOVER OR REINSTALL AT COMPLETION OF CONSTRUCTION. 10. CONSULT WITH LANDLORD REGARDING SALVAGE AND REUSE OF BUILDING STANDARD ELEMENTS NOT REQUIRED FOR NEW CONSTRUCTION. 11. ANY DEMOLITION DRAWINGS AND NOTES ARE PROVIDED FOR CONVENIENCE AND INFORMATION ONLY AND ARE NOT INTENDED TO REPRESENT THE COMPREHENSIVE STATE OF THE BUILDING(S). VERIFY THE EXISTING STATE OF THE BUILDING(S) FINISHES AND BUILDING SYSTEMS. 12. CONTRACTOR TO COORDINATE AND VERIFY ALL DEMOLITION WITH ALL ALTERATION PLANS. 13. FOLLOWING DEMOLITION, ALL EXISTING DIMENSIONS AND CONDITIONS ARE TO BE CHECKED BY THE CONTRACTOR FOR CONFORMANCE WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO THE COMMENCEMENT OF WORK. 14. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS AND ITEMS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE AGENCY CODES AND REGULATIONS. 15. CONTRACTOR SHALL TAKE SPECIAL CARE TO PRESERVE THOSE ELEMENTS THAT ARE TO REMAIN. ANY ITEMS THAT ARE TO BE RE-USED MUST BE STORED AND PROTECTED AS REQUIRED FOR RE-USE. 16. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE EXISTING STRUCTURE. 17. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 18. WHERE SCHEDULED TO BE DEMOLISHED, EXISTING FLOOR BOXES TO BE SAFED OFF AND CAPPED WITH A FLUSH TO FLOOR PLATE OR MANUFACTURER RECOMMENDED CAP AND COVERED WITH SCHEDULED FLOOR FINISH. WHERE BOXES OCCUR AT EXPOSED CONCRETE, BOX TO BE REMOVED AND PATCHED BACK WITH CONCRETE. 19. WHERE EXISTING POWER/DATA WALL OUTLETS ARE TO BE DEMOLISHED, WALL IS TO BE PATCHED, REPAIRED, AND PREPPED ACCORDINGLY. DEMOLISHED CONSTRUCTION EXISTING CONSTRUCTION N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 5 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 AD2.11 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -DEMOLITION PLAN COLLECTORS - KEYNOTES 3/32" = 1'-0"1LEVEL 02 - PLAN, DEMO A107 DEMO EXISTING DOOR AT THIS LOCATION A108 EXISTING FLOOR FINISHES TO REMAIN AND VERIFY CONDITIONS IN FIELD LEGEND SHEET NOTES ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, UON. 4. REMOVE ALL ABANDONED POWER AND SIGNAL CABLING BACK TO SOURCE AND SAFE OFF. 5. REMOVE FLOORING FINISHES AND WALL FINISHES THROUGHOUT AREA OF WORK, UON. A. EXISTING WALL PROTECTION AND CORNER GUARDS TO REMAIN UNLESS OTHERWISE NOTED. 6. PROVIDE PROTECTION FOR EXISTING FINISHES TO REMAIN. 7. GC SHALL PATCH AND REPAIR AREAS WHERE DEMOLITION OR DAMAGE OCCURRED. REFINISH DISTURBED AREAS TO MATCH ADJACENT CONDITION. EXTEND PATCH TO NEAREST NATURAL BREAK POINT. 8. GC TO PATCH AND REPAIR DAMAGED FIRE PROOFING ON STRUCTURAL AND FIRE RATED ASSEMBLIES. MATCH EXISTING FIRE RATING. 9. REMOVE OR COVER ALL EXISTING PERIMETER WINDOW BLINDS PRIOR TO COMMENCEMENT OF DEMOLITION. CLEAN AND UNCOVER OR REINSTALL AT COMPLETION OF CONSTRUCTION. 10. CONSULT WITH LANDLORD REGARDING SALVAGE AND REUSE OF BUILDING STANDARD ELEMENTS NOT REQUIRED FOR NEW CONSTRUCTION. 11. ANY DEMOLITION DRAWINGS AND NOTES ARE PROVIDED FOR CONVENIENCE AND INFORMATION ONLY AND ARE NOT INTENDED TO REPRESENT THE COMPREHENSIVE STATE OF THE BUILDING(S). VERIFY THE EXISTING STATE OF THE BUILDING(S) FINISHES AND BUILDING SYSTEMS. 12. CONTRACTOR TO COORDINATE AND VERIFY ALL DEMOLITION WITH ALL ALTERATION PLANS. 13. FOLLOWING DEMOLITION, ALL EXISTING DIMENSIONS AND CONDITIONS ARE TO BE CHECKED BY THE CONTRACTOR FOR CONFORMANCE WITH THE REQUIREMENTS OF THE NEW CONSTRUCTION. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS ARE TO BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO THE COMMENCEMENT OF WORK. 14. CONTRACTOR TO REMOVE ALL DEMOLISHED MATERIALS AND ITEMS FROM THE SITE IN ACCORDANCE WITH ALL APPLICABLE AGENCY CODES AND REGULATIONS. 15. CONTRACTOR SHALL TAKE SPECIAL CARE TO PRESERVE THOSE ELEMENTS THAT ARE TO REMAIN. ANY ITEMS THAT ARE TO BE RE-USED MUST BE STORED AND PROTECTED AS REQUIRED FOR RE-USE. 16. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE EXISTING STRUCTURE. 17. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS. 18. WHERE SCHEDULED TO BE DEMOLISHED, EXISTING FLOOR BOXES TO BE SAFED OFF AND CAPPED WITH A FLUSH TO FLOOR PLATE OR MANUFACTURER RECOMMENDED CAP AND COVERED WITH SCHEDULED FLOOR FINISH. WHERE BOXES OCCUR AT EXPOSED CONCRETE, BOX TO BE REMOVED AND PATCHED BACK WITH CONCRETE. 19. WHERE EXISTING POWER/DATA WALL OUTLETS ARE TO BE DEMOLISHED, WALL IS TO BE PATCHED, REPAIRED, AND PREPPED ACCORDINGLY. DEMOLISHED CONSTRUCTION EXISTING CONSTRUCTION A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 6 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 AD2.12 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -PLAN, REFLECTED CEILING DEMOLITION COLLECTORS - KEYNOTES LEGEND SHEET NOTES 3/32" = 1'-0"1LEVEL 02 - PLAN, REFLECTED CEILING DEMOLITION ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET FE C FEC FE C 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. SEE A7.00 AND A7.01 FOR TYPICAL INTERIOR FRAMING DETAILS. 4. LOCATE NEW PARTITIONS ON CENTER LINE OF MULLION OR ALIGNED WITH COLUMN OR WALL, UON. SEE TYPICAL PARTITION DETAILS ON SHEET A7.02. 5. ALL PARTITIONS SHALL BE TYPE W01A, UON. 6. ALL GLAZING SHALL BE TYPE G01, UON. PROVIDE GLAZING SEALANT COLOR SAMPLE FOR ARCHITECT’S REVIEW. GLAZING STOP COLOR TO MATCH FRAME. 7. REPAIR OR REPLACE DAMAGED OR MISSING GYPSUM BOARD ON EXISTING PARTITIONS AND COLUMNS TO REMAIN. MATCH EXISTING PARTITION TYPE AND FINISHES. 8. PROVIDE BACKING AS NEEDED TO SUPPORT WALL HUNG ITEMS INCLUDING, BUT NOT LIMITED TO, SIGNAGE, RESTROOM ACCESSORIES, GRAB BARS, EQUIPMENT, AND FURNITURE. 9. GC SHALL FIELD CUT MILLWORK AS NECESSARY TO ALLOW ACCESS TO WALL POWER AND SIGNAL LOCATIONS. FIELD VERIFY CONDITIONS. 10. ALL SIGNAGE IS BY TENANT’S VENDOR. 11. PER CBC 703.7: FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL: A. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES. B. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (914 MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND C. INCLUDE LETTERING NOT LESS THAN 3 INCH IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: “FIRE AND/OR SMOKE BARRIER--PROTECT ALL. 12. NO HAZARDOUS MATERIALS ARE TO BE STORED IN THE BUILDING. 13. WINDOW COVERINGS: PROVIDE ALLOWANCE TO CLEAN, REPAIR AND REPLACE AS NEEDED. DOOR TAG WALL TAG STOREFRONT / CURTAIN WALL TAG XX CHANGE IN ELEVATION LEVEL 101 APPLIANCE, PLUMBING, AND EQUIPMENT TAGS 1i 1i EXISTING CONSTRUCTION 1 HR RATED PARTITION NEW CONSTRUCTION A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 W40 W40W40 W40 213 OFFICE GROWTH 213 203(E)204(E) 201(E) 205(E)206(E)207(E)208(E)209(E) 210(E) 211(E) 212(E) 214(E) 200(E) 202(E) 215(E) (E) STAIRS W01A 216 W24 W24 W24 W24 W24 W24 W24 W24 W24 W24 A109 A109 A109 A109 A109 W24W24 W24 W24 W24 W24 W24 W24 W10 5' - 5" W24 W24 W24 W24 W24 W24 A109 A109 A109 A109 65' - 1" 15' - 7 3/4" ALIGN 217 W10A W24 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 4 8 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A2.21 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -CONSTRUCTION PLAN COLLECTORS - KEYNOTES LEGEND SHEET NOTES MARK DESCRIPTION DETAIL # W01A 3 5/8" MTL STUD PARTITION; FULL HEIGHT TO UNDERSIDE OF DECK; (1) LAYER 5/8" GYP BOTH SIDES; ACOUSTICAL 1/A7.02 W10 (1) LAYER 5/8" GYP ON ONE SIDE 3/A7.02 W10A 3 5/8" MTL STUD FURRING; FULL HEIGHT TO UNDERSIDE OF DECK; (1) LAYER 5/8" GYP ONE SIDE 4/A7.02 W24 (1) LAYER 5/8" GYP; (1) LAYER METAL GRID MESH ONE SIDE 2/A7.02 W30A 6" C-H STUD SHAFT WALL: ACOUSTICAL; 1 HR RATED (UL145,U469) 1/A6.00 W40 CHAIN LINK FENCING: 11.5 GA BY 1" MINI MESH CHAIN LINK FENCE FABRIC W/ 1-5/8" POSTS. POST TO UNDERSIDE OF CEILING. PER MFR REC WALL SCHEDULE A109 VERIFY EXISTING WALLS IN FIELD AND EXTEND TO DECK AS REQUIRED TO MATCH WALL TYPE W01A 3/32" = 1'-0"1LEVEL 02 - PLAN, CONSTRUCTION ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 OCC WAP CAM 1 CAM 2 SP PP 1 A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 (E)F1A (E)F1A(E)F1A (E)F1A(E)F1A (E)F1A(E)F1A (E)F1A(E)F1A (E)F1A(E)F1A (E)F1A(E)F1A (E)F1A (E)F1A (E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A(E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A (E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A(E)F1A(E)F1A(E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A F1A F1A F1A F1A F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A (E)F1A OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 STORAGE 213 (E) ELEC 214 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 OFFICE 212 MDF 211 (E) F1A F1A F1A A110 A110 A110 (E) A110 MTRL CONVEYOR (E) A.F.F. ACT-1 9' - 0" (E) STAIRS F2 F2 F2 F2 F2 F2 (E) F2 52' - 0 1/16" 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. REFER TO A7.20 FOR TYPICAL CEILING DETAILS. 4. REFER TO A2.14 FOR GYPSUM BOARD CEILING FINISHES. 5. REFER TO A6.11 FOR LIGHTING FIXTURE SPECIFICATIONS. 6. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 7. SEE DETAIL 1/A7.40 FOR TYPICAL LIGHT SWITCH MOUNTING HEIGHT. REFER TO ELEC DWGS FOR LIGHT SWITCH LOCATIONS. 8. SUSPENDED CEILING GRID, LIGHT FIXTURES, AND OTHER CEILING DEVICES ARE NEW,UNO. 9. ALL ITEMS ARE BUILDING STANDARD, UON. REFER TO BUILDING CONSTRUCTION GUIDELINES FOR SPECIFICATIONS. 10. ACOUSTIC CEILING TILE GRID SYSTEM HEIGHT TO EXISTING, UNO. 11. ACOUSTIC CEILING TILE AND GRID SPECIFICATION TO MATCH EXISTING, UNO. 12. ALL DIMENSIONS FOR LIGHT FIXTURES ARE TO FIXTURE CENTER LINE, UON. 13. CEILING GRILLES AND DIFFUSERS TO BE WHITE IN COLOR, UON. 14. GANG ALL SWITCH PLATE COVERS WHERE PRACTICAL. 15. CENTER LIGHT FIXTURES AND SPRINKLER HEADS IN 2 x 2 AND 2 x 4 CEILING TILES RESPECTIVELY, UON. 16. LOCATION OF ALL NEW DRYWALL CEILING RELATED ITEMS INCLUDING, BUT NOT LIMITED TO, STROBES, SMOKE DETECTORS, SPRINKLERS, ACCESS PANELS, AIR GRILLES, LIGHTS, ETC. TO BE ALIGNED WHERE ADJACENT. FINAL LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO BEGINNING OF WORK. 17. PROVIDE CONCEALED TYPE SPRINKLER HEADS AT DRYWALL CEILINGS. CAPS TO BE WHITE, UON. 18. PROVIDE DIMMABLE WALL WASHERS AND DOWN LIGHTS IN CONFERENCE ROOMS, UON. 19. PROVIDE IN-CEILING SUPPORT FOR CEILING MOUNTED / RECESSED AV EQUIPMENT. CONTRACTOR TO VERIFY REQUIREMENTS WITH AV VENDOR. 20. CENTER CEILING GRIDS IN ROOMS WITH DISCONTINUOUS GRID, UON. 21. REFER TO A2.15 FOR AV EQUIPMENT INFORMATION. 22. AT OPEN CEILINGS: PATCH (E) FIREPROOFING AND PAINT UNDERSIDE OF ALL EXPOSED DECK / FIREPROOFED DECK / ITEMS INCLUDING PIPES, SPRINKLER LINES AND CONDUIT. REFER TO REFLECTED CEILING PLANS FINISH TAGS AND A1.16 FINISH PLANS FOR ADDITIONAL INFORMATION. 23. AT OPEN CEILINGS: ALL EXPOSED DUCTWORK TO BE GALVANIZED HARD DUCT WITH CLEAR JOINT SEALER AND PAINTED AS SCHEDULED. ALL EXPOSED DUCTS TO BE HUNG WITH STRAPS. NO. 8 GAUGE GALVANIZED STEEL WIRE IS NOT ACCEPTABLE. NO FLEX DUCT TO BE INSTALLED IN EXPOSED AREAS. NO DUCTS IN EXPOSED AREAS TO RECEIVE INSULATION WRAP. RUN NEW DUCT AS TIGHT AS POSSIBLE TO UNDERSIDE OF (E) BEAMS AND DECK. 24. AT OPEN CEILINGS: ALL EXPOSED CONDUIT, SPRINKLER LINES AND HVAC DUCT TO RUN PERPENDICULAR TO OFFICE AND EXTERIOR WALLS. GANG EXPOSED CONDUIT RUNS TIGHT TO ONE ANOTHER AND ALIGNED W/ DUCT RUNS OR CABLE TRAY RUNS TO PROVIDE AN ALIGNED AND COLLECTED GROUPING APPEARANCE. RUN CONDUIT AS TIGHT AS POSSIBLE TO UNDERSIDE OF (E) BEAMS. 25. ALL DRYWALL ACCESS PANELS TO INCLUDE A DRYWALL PANEL SYSTEM. 26. ALL J-BOXES LOCATED IN EXPOSED CEIILINGS ARE TO BE COORDINATED IN FIELD W/ ARCHITECT. 27. COORDINATE FIXTURES IN FIELD WITH EXISTING DUCTWORK. ARCHITECT TO APPROVE. 28. ALL WALL MOUNTED THERMOSTATS, OCCUPANCY SENSORS, CO2 SENSORS, ETC, TO BE GANGED WITH LIGHT SWITCHES IN ENCLOSED ROOMS. ALL WALL MOUNTED THERMOSTATS, OCCUPANCY SENSORS, CO2 SENSORS, ETC, TO BE GANGED IN OPEN SPACES, WHERE POSSIBLE FINAL LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECT. 29. AT OPEN TO DECK CONDITIONS, PAINT TO BE APPLIED TO DECK AND WALLS, MEP/IT/SECURITY INFRASTRUCTURE, ETC, DOWN TO DATUM AT 9'-6" AFF. 30. CEILING GRID SUSPENSION SYSTEM TO BE ARMSTRONG SILHOUETTE TO MATCH EXISTING. ASTM CLASS TO BE HD-HEAVY DUTY. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580 SECTION 5. 31. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES. 32. WHERE NEW PARTITIONS ARE SCHEDULED TO BE INSTALLED AT EXISTING CEILINGS, AS MUCH OF EXISTING CEILING AS POSSIBLE TO BE SALVAGED AND CEILING TO BE PATCHED BACK WITH NEW WHERE REQUIRED. 33. SPRINKLER HEADS TO BE EXPOSED AT ACT CEILINGS AND WHERE OPEN TO DECK CEILING CONDITIONS OCCUR. SPRINKLER HEADS TO BE RECESSED WITH DROP DOWN CAPS TO MATCH CEILING COLOR AT SPECIALTY AND GYPSUM BOARD CEILINGS. EXISTING 2X2 ACOUSTIC CEILING TILE OPEN TO DECK OCCUPANCY SENSOR - MOUNT VARIES (S.E.D.) WIRELESS ACCESS POINT - MOUNT VARIES (S.E.D.) SECURITY CAMERA - MOUNT VARIES (S.R.D.) SPEAKER - MOUNT VARIES (S.V.D.) AV CAMERA - MOUNT VARIES (S.V.D.) EXIT SIGN - MOUNT VARIES (SEE PLAN) ACT-1 - NEW 2X2 ACOUSTIC CEILING TILE (MATCH EXISTING) EXISTING 2X4 ACOUSTIC CEILING TILE ACT-2 - NEW 2X4 ACOUSTIC CEILING TILE (MATCH EXISTING) POWER POLE - (S.E.D) N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 5 2 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A2.22 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -REFLECTED CEILING PLAN COLLECTORS - 3/32" = 1'-0"1LEVEL 02 - PLAN, REFLECTED CEILING PLAN KEYNOTES SHEET NOTES A110 (E) LIGHT FIXTURES TO SHIFT WITHIN CEILING GRID WHERE IN CONFLICT WITH (N) POWER POLES, TYPICAL LEGEND TYPE DESCRIPTION ACT-1 2x2 ACOUSTIC CEILING TILE; GRID AND TILE TO MATCH EXISTING ACT-2 2X4 ACOUSTIC CEILING TILE; GRID AND TILE TO MATCH EXISTING CEILING SCHEDULE 09/30/27 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET FB 1 FB 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 PP 1 (E) (E ) (E)(E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E ) (E ) +66" (E ) (E ) (E) (E) (E) (E ) (E) (E) (E ) (E ) (E ) (E ) (E ) (E ) (E)(E) (E)(E) (E ) (E ) (E ) CR CR CR CR +66" (E ) (E ) (E ) (E)(E) CR CR FE C FEC (E ) (E ) (E ) (E ) (E) (E ) (E ) (E ) (E) (E ) J J (E) (E)(E) (E ) J J (E ) (E)(E) (E ) (E) (E ) (E) (E ) (E) (E ) JJJJJJ J (E)(E) (E ) (E ) FE C J J J J J J J J CR CR CR CR CR CR CR FB 1 PP 1 J T AV TV CR CA 1 RS CP 1 SU 1 A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 202 OFFICE 212 MDF 211 CONFERENCE 210 MTRL CONVEYOR (E) ELEC 201 (E) ELEC 214 EQ122 EQ122 EQ122 EQ122 +6 6 " +6 6 " A101 EQ202 EQ202 OPEN OFFICE 200 (E) STAIRS +1 8 " +1 8 " +6 6 " +1 8 " (E ) (E ) (E ) (E ) (E ) (E ) (E ) A101 BF-1 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. REFER TO DETAIL 1/A7.40 FOR TYPICAL DEVICE MOUNTING HEIGHTS. 4. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION. 5. SEE ELECTRICAL DRAWINGS FOR WALL SWITCH LOCATIONS. 6. TELE / DATA CABLING PROVIDED BY TENANT UNDER SEPARATE CONTRACT. VERIFY OUTLET AND CONDUIT REQUIREMENTS WITH TENANT’S VENDOR. GC TO PROVIDE CONDUIT, BACK BOX, AND TAGGED PULL STRINGS 7. FURNITURE IS SHOWN FOR REFERENCE ONLY AND IS NOT IN CONTRACT. GC TO VERIFY FURNITURE POWER AND SIGNAL REQUIREMENTS AND LOCATIONS WITH FURNITURE VENDOR PRIOR TO BEGINNING WORK. GC TO CUT FURNITURE WHIPS TO APPROPRIATE LENGTHS AND TO CONNECT WHIPS TO FURNITURE POWER IN FEEDS. 8. COVER PLATES, SWITCHES, AND OUTLETS TO BE WHITE IN COLOR, UON. AT MILLWORK, SPECIALTY FINISH AND ACCENT WALL LOCATIONS, CONFIRM COLOR W/ ARCHITECT. 9. GC TO LAYOUT FLOOR CORE LOCATIONS FOR ARCHITECT’S REVIEW ON SITE PRIOR TO BEGINNING WORK. 10. MOUNT ALL DATA / ELECTRICAL RECEPTACLES AND LIGHITING/EQUIPMENT SWITCHES ABOVE WORK SURFACES AND ABOVE COUNTER TOPS HORIZONTALLY. 11. ALL OUTLES AT WET LOCATIONS TO BE GFI DEVICES. 12. PROVIDE OUTLET BOX WITH 3/4" CONDUIT STUBBED TO PLENUM 6" ABOVE CEILING AT WALL MOUNTED DATA OUTLETS IN FULL HEIGHT OR ACOUSTICAL PARTITIONS. 13. PROVIDE CONDUIT FROM FLOOR DATA RISER CLOSET TO TENANT'S TERMINAL BOARD LOCATION. SIZE AND ROUTING TO BE COORDINATED WITH TENANT'S CABLING VENDOR. 14. OFFSET ALL WALL MOUNTED OUTLETS SHOWN BACK TO BACK ON PLAN TO AVOID BACK TO BACK INSTALLATION. OUTLETS IN ACOUSTICALLY TREATED WALLS SHALL BE LOCATED IN SEPARATE STUD BAYS OR ACOUSTICALLY SEALED. 15. LOCATE WALL OUTLETS AT DIMENSION NOTED OR ON STUD WITHIN 12" OF LOCATION SHOWN ON DOCUMENT IF NOT NOTED. FURNITURE VENDOR TO PROVIDE FURNITURE POWER LOCATIONS COORDINATED WITH FINAL FURNITURE LAYOUT. 16. HORIZONTAL DIMENSION ARE TO THE CENTER LINE OF SINGLE OUTLETS AND THE MID-POINT OF MULTI - GANG DEVICES. 17. MAINTAIN 3" CLEAR AT FLOOR OUTLETS ADJACENT TO WALL UON. 18. WHERE FLOOR MONUMENTS ARE SHOWN NEXT TO EACH OTHER, LOCATE THEM AS CLOSE TOGETHER AS PRACTICAL. 19. ARCHITECTURAL DRAWINGS OVER-RIDE ENGINEERING DOCUMENTS FOR THE LOCATIONS OF OUTLETS. 20. PROVIDE ABOVE CEILING POWER FOR EQUIPMENT LOCATED AT CEILING. REFER TO A2.13 FOR LOCATIONS. 21. AV EQUIPMENT PROVIDED AND INSTALLED BY TENANT’S VENDOR. GC TO PROVIDE ASSOCIATED POWER, SIGNAL, AND CONDUIT. GC TO VERIFY REQUIREMENTS WITH AV VENDOR. 22. SECURITY CAMERAS AND CARD READERS BY TENANT’S SECURITY VENDOR. GC TO PROVIDE ASSOCIATED POWER, SIGNAL, AND CONDUIT. VERIFY REQUIREMENTS AND LOCATIONS WITH TENANT’S SECURITY VENDOR PRIOR TO COMPLETING WORK. 23. S.E.D. FOR EQUIPMENT DISCONNECT LOCATIONS. WALL J-BOX - TELE/DATA WALL DATA OUTLET WALL DUPLEX, DEDICATED WALL QUAD, DEDICATED WALL J-BOX - AUDIO VISUAL WALL J-BOX - CABLE TV WALL J-BOX - CARD READER WALL J-BOX - POWER POWER POLE -LEGRAND, WIREMOLD - 25 DTP-4BK / 25 DTC-4BK, BLACK FINISH FLUSH FLOOR BOX -S.E.D., S.V.D. FOR ADDITIONAL INFORMATION COMPRESSED AIR -S.P.D. FOR ADDITIONAL INFORMATION WALL J-BOX - ROOM SCHEDULER WALL QUAD WALL DUPLEX EXISTING WALL DUPLEX (E) CEILING POWER -HUBBELL HBLC40123TT, S.E.D. FOR ADDITIONAL INFORMATION STUB UP -S.E.D., S.V.D. FOR ADDITIONAL INFORMATION N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 5 5 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A2.23 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -POWER-DATA PLAN COLLECTORS - 3/32" = 1'-0"1LEVEL 02 - PLAN, POWER - DATA A101 TYPICAL EQUIPMENT AT ALL WORKSTATIONS GROUPINGS SHEET NOTES ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET FE C FEC FE C A A 2 2 4 4 5 5 A.9 A.9 C C D D 3 3 1 1 E E F F G G E.2 E.2 B.2 B.2 (E) ELEC 201 OPEN OFFICE 200 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 MDF 211 OFFICE 212 (E) ELEC 214 STORAGE 213 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 CPT-01 (E) STAIRS A108 A108 MTRL CONVEYOR FLOOR MATERIAL TRANSITION CASEWORK FINISH TAG FLOOR FINISH TAG WALL FINISH TAG X-0 X-0 X-0 CARPET TILE STATIC CONTROL FLOORING 1. REFER TO G0.01 FOR SYMBOL LEGEND. 2. REFER TO G0.03 FOR GENERAL NOTES. 3. ALL PARTITIONS TO RECEIVE PT-01, UON. 4. ALL WALLS TO RECEIVE RB-01 WALL BASE, UON. 5. ALL FLOORS TO RECEIVE CON-01, UON. 6. GYPSUM BOARD CEILINGS AND SOFFITS TO RECEIVE PT-01, UON. SEE RCP FOR FINISH CALLOUTS. 7. REPAIR AND TOUCH UP FINISHES AT EXISTING PERIMETER WINDOW SILLS. 8. PAINT EXISTING PAINT GRADE DOORS AND FRAMES TO MATCH ADJACENT PARTITION, UON. 9. INSTALL RESILIENT BASE IN CONTINUOUS STRIPS FROM 120’ - 0” ROLLS. NO JOINTS TO BE WITHIN 12”OF A CORNER. STRAIGHT BASE AT CARPET. COVE BASE AT HARD SURFACE FLOORING. 10. PROVIDE REDUCER STRIP WHERE CARPET MEETS VINYL OR CONCRETE FLOOR. PROVIDE SAMPLE COLOR TO BE APPROVED BY ARCHITECT. SEE DETAILS FOR SPECIFICATION. 11. TRANSITION OF DIFFERING FLOORING MATERIAL TO OCCUR AT CENTER LINE OF DOOR, TYPICAL. 12. CARPET IS TACKLESS OVER PAD INSTALLATION. 13. ALL INTERIOR FINISH MATERIALS AS PART OF TENANT IMPROVEMENT MUST MEET FLAME SPREADS OF LESS THAN: A. CLASS A - 25 (UNSPRINKLERED AREAS ABOVE CEILING) B. CLASS B - 75 (INTERIOR EXIT STAIRWAYS, RAMPS, EXIT PASSAGEWAYS) C. CLASS C - 200 (OTHER ROOMS AND ENCLOSED SPACES) 14. AT CON-01 CONTRACTOR TO CARRY ALLOWANCE TO PATCH AND REPAIR WHERE DAMAGED; GOUGES LARGER THAN 1/4" TO BE FILLED AND CONCRETE TO BE GROUND FLUSH WHERE CRACKS OCCUR. N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 5 8 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A2.24 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 LEVEL 02 -FINISH PLAN COLLECTORS - 3/32" = 1'-0"1LEVEL 02 - PLAN, FINISH PLAN LEGEND SHEET NOTES A108 EXISTING FLOOR FINISHES TO REMAIN AND VERIFY CONDITIONS IN FIELDA108 EXISTING FLOOR FINISHES TO REMAIN AND VERIFY CONDITIONS IN FIELD ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET A A 2 4 5 A.9 A.9 C C D D 31 E E F F G G E.2 E.2 B.2 B.2 A104 FOR REFERENCE ONLY. REFER TO MECHANICAL DRAWING EXISTING MECHANICAL SCREENING TO REMAIN EXISTING MECHANICAL SCREENING TO REMAIN 17' - 0" 8' - 0 " A113 N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 3 : 5 9 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 3/32" = 1'-0"23008.00 A2.30 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 ROOF PLAN COLLECTORS - KEYNOTES 3/32" = 1'-0"1ROOF PLAN - WEST A104 SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION A113 NEW PROPOSED ROOFTOP CONDENSER (38L X 12W X 55 H). REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET 1. DOUBLE DOOR W/ CARD READER (7) PAIR BUTT HINGES (1) PAIR ELECTRIC HINGE (2) ELECTRIC LEVER LOCKSET (1) CARD READER (2) CLOSERS (1) ASTRAGAL (1) COORDINATOR (2) AUTOMATIC DOORBOTTOM 1. ALL DOORS TO COMPLY WITH ADA ACCESS REQUIREMENTS, UON. REFER TO DETAILS ON THIS SHEET. 2. WOOD DOORS SHALL BE WDMA PREMIUM GRADE. ALL DOORS SHALL BE 5-PLY CONSTRUCTION AS MANUFACTURED BY ALGOMA HARDWOODS, EGGERS INDUSTRIES, OR MARSHFIELD DOOR. 7-PLY DOORS ARE NOT ACCEPTABLE. ANY SUBSTITUTIONS TO THE THREE LISTED MANUFACTURES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT PRIOR TO BID. 3. ALL STAIN GRADE DOORS SHALL BE FACTORY FINISHED WITH MFR’S STANDARD UV CURED FINISH. SEE DOOR FINISH TYPES FOR ADDITIONAL INFORMATION. 4. HINGES SHALL BE BY HAGER, MCKINNEY, OR STANLEY. ALL OPENINGS WITH CLOSERS AND ALL RATED OPENINGS SHALL HAVE BALL BEARING HINGES. DOORS GREATER THEN 36” IN WIDTH SHALL HAVE HEAVYWEIGHT HINGES. ONE HINGE SHALL BE PROVIDED FOR EACH 30” OF DOOR HEIGHT. 5. LOCKS SHALL MATCH BUILDING STANDARD, WHERE APPLICABLE. VERIFY LOCKING HARDWARE OF ALL EXISTING DOORS TO MATCH WHERE APPLICABLE. 6. CLOSERS SHALL BE BY LCN. ALL CORRIDOR DOORS SHALL HAVE 4010/4110 MODEL CLOSERS WITH INDICATED FINISH. INTERIOR DOORS SHALL HAVE 1461 MODEL CLOSERS WITH INDICATED FINISH. CONCEALED CLOSERS TO BE 3130 SERIES, WHERE OCCUR. 7. FLUSH BOLTS AND COORDINATORS SHALL BE BY IVES OR DOOR CONTROLS INTERNATIONAL. 8. FLAT GOODS SHALL BE BY IVES, HAGER, OR ROCKWOOD. 9. SMOKE GASKET, THRESHOLDS, ASTRAGALS, DOOR BOTTOMS, ETC. SHALL BE BY PEMKO OR NATIONAL GUARD PRODUCTS 10. PROVIDE FLOOR STOP AT ALL LOCATIONS WHERE DOOR WILL STRIKE PARTITION. PROVIDE RISERS AND DOOR MATES AS NECESSARY. 11. RIGHT HAND LEAF OF PAIR DOORS TO BE ACTIVE, UON. 12. MOUNT CLOSER ON PULL SIDE OF DOOR, UON. 13. FIELD MEASURE FLOOR TO CEILING DOORS FOR PROPER FIT. 14. CONNECT ELECTROMAGNETIC HOLDERS TO BUILDING LIFE SAFETY SYSTEM. 15. PROTECT PREFINISHED SURFACES AND REPAIR ANY DAMAGE. 16. SUBMIT DOOR AND HARDWARE SCHEDULE WITH PROPOSED ITEMS TO ARCHITECT FOR REVIEW BEFORE ORDERING ITEMS. 17. ALL HDWR TO HAVE FINISH: 626 SATIN CHROME, UON. VERIFY IN FIELD TO MATCH EXISTING. 18. PROVIDE APPROPRIATE SMOKE SEALS AND ‘S’ LABEL ASSEMBLIES AT ALL RATED DOORS. 19. COORDINATE WITH SECURITY VENDOR ON ALL DOORS REQUIRING CARD READERS OR OTHER EXITING / SECURITY DEVICES. 20. ALL RATED DOORS WITH GLASS TO HAVE CLEAR ‘FIRELITE’ GLASS WITH RATING TO MATCH DOOR. 21. LEVER TYPE TO BE: SCHLAGE, SPARTA, UON. VERIFY IN FIELD TO MATCH EXISTING. 22. ANY FIRE DOORS THAT ARE TO BE DEMOLISHED AND REPLACED TO REMAIN UNTIL (N) DOORS ARE READY FOR INSTALLATION. 23. KEYING BY LANDLORD, UON. 24. PAINT EXISTING PAINT GRADE DOORS AND FRAMES TO MATCH ADJACENT PARTITION, UON. 25. PROVIDE A 10" SMOOTH SURFACE ON THE BOTTOM OF ALL ACCESSABLE DOORS, PER CBC 11B-404.2.10 26. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING IN: (CBC 2406) A. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. B. SWINGING DOORS C. IF APPLICABLE, GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDE COMPLETE INSTALLATION AND ANCHORAGE DETAILS FROM THE MANUFACTURER OR STRUCTURAL ENGINEER. (CBC 2407) D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. E. THE NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4" INCHES. 27. CONTRACTOR TO VERIFY EXISTING LOCK CYLINDERS THROUGHOUT PROJECT TO ACCOMMODATE NEW TENANT KEYING SYSTEM. TO BE REPLACED AS REQUIRED. 28. CONTRACTOR TO VERIFY EXISTING EXTERIOR DOOR EGRESS HARDWARE IS FUNCTIONAL. TO BE REPLACED AS REQUIRED. LE V E L A R E A MA X S l o p e 1 : 4 8 4'-0" 3' - 8 " PU S H S I D E DOOR CLEARANCES 5' - 0 " PU L L SI D E 4' - 0 " * REQD FIRE DOORS, MAX EFFORT = 15 LBS * 1/2 " MAX. THRESHOLD. 1/4" = 1/2" MAX SLOPE = * 10" KICK PLATE OR SMOOTH FULL WIDTH DOOR SECTION @ DOOR / THRESHOLD THRESHOLD SEC. 11B-404.2.5 CBC 2'-0" MIN. CLR. @ EXTERIOR 1'-6" MIN. CLR. @ INTERIOR LC MIN. 32" CLR. * MAX EFFORT FOR INTERIOR DOORS = 5 LBS * MAX EFFORT FOR EXTERIOR DOOR = 5 LBS * OPERABLE WITHOUT GRASPING HARDWARE PUSH SIDE SEC. 11B-404.2.9 CBC SEC. 11B-404.2.10 CBC 1 2 12" PROVIDE THIS ADDITIONAL SPACE WHEN BOTH A LATCH AND CLOSER ARE PRESENT. 34 " - 4 0 " HA R D W A R E HE I G H T * 4" FOR SOLID GLASS DOORS 30 BEVEL ALL SURFACES. AUTOMATIC DOORS:WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32” WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. FLOOR LEVEL AT DOORS:REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A FLOOR OF LANDING ON EACH SIDE OF A DOOR. THRESHOLDS:THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2” LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4” AND 1/2” SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL. CHANGE IN LEVEL GREATER THAN 1/2” SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. MANEUVERING CLEARANCES AT DOORS:MIN MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN FIGURE 11B-404.2.4.1 AND 11B-404.2.4.1 (2016 CBC). THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR. THE LEVEL AREA SHALL HAVE A LENGTH IN THE DIRECTION OF DOOR SWING OF AT LEAST 60” AND THE LENGTH OPPOSITE THE DIRECTION OF DOOR SWING OF 48” AS MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. THE WIDTH OF THE LEVEL AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24” PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18” PAST THE STRIKE EDGE FOR INTERIOR DOORS. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY SHALL PROVIDE A MINIMUM OF 48” OF CLEAR SPACE FROM ANY DOOR OPENING INTO SUCH VESTIBULE WHEN THE DOOR IS POSITIONED AT AND ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN A SERIES SHALL SWING EITHER IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. CLOSER-EFFORT TO OPERATE DOORS:MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR EXTERIOR AND INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 LBS. DOOR CLOSER:IF THE DOOR HAS A CLOSER, THEN THE SWEEP PERIOD OF THE CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3” FROM THE LATCH, MEASURED TO THE LANDING EDGE OF THE DOOR. THE MINIMUM ALLOWABLE DISTANCE FROM THE FINISHED FLOOR TO THE BOTTOM OF THE DOOR CLOSER WILL BE 78 INCHES. THE DOOR WILL TAKE AT LEAST 5 SECONDS TO MOVE FROM A POINT 90 DEGREES OPEN POSITION TO THE 12 DEGREE POSITION DOOR HARDWARE: HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 34” AND 44” ABOVE THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND- ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. RECESSED DOORS: WHERE THE PLANE OF THE DOORWAY IS OFFSET 8” OR MORE FROM ANY OBSTRUCTION WITHIN 18” MEASURED LATERALLY ON THE LATCH SIDE, THE DOOR SHALL BE PROVIDED WITH MANEUVERING CLEARANCE FOR FRONT APPROACH. SMOOTH SURFACE:THE BOTTOM 10” OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED, A 10” HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR A HAZARDOUS CONDITION. EXIT DOORS:ALL EXIT DOORS TO SWING IN THE DIRECTION OF TRAVEL AND BE OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE. 1 SEE SCHED SE E S C H E D U L E SIM SIM 1 A7.11 2 A7.11 2 SEE SCHED CE I L I N G W H E R E O C C U R S SE E S C H E D U L E 3 SEE SCHED SIM SIM 1 A7.11 2 A7.11 SE E S C H E D U L E N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 0 0 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A6.00 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 DOOR SCHEDULE & SPECIFICATIONS COLLECTORS - DOOR NOTES ACCESSIBILITY REQUIREMENTS DOOR FINISH TYPES CL: CLEAR VENEER PT: PAINTED PT-X, SEE FINISH SCHEDULE GL: CLEAR TEMPERED GLASS FM: FILM PATTERN (SEE ELEVATIONS) ST: STAINED TO MATCH ARCHITECT'S SAMPLE ME: MATCH EXISTING RE: REFINISHED DOOR CONSTRUCTION TYPES WD: SOLID CORE, WOOD VENEER WD/GL: SOLID CORE, WOOD VENEER W/ TEMPERED GLASS LITE PG: SOLID CORE, PAINT GRADE PG/GL: SOLID CORE, PAINT GRADE W/ TEMPERED GLASS LITE GL: TEMPERED GLAZING HM: HOLLOW METAL MTL/GL: METAL W/ TEMPERED GLASS LITE ME: MATCH EXISTING FRAME FINISH TYPES CL: CLEAR ANODIZED FACTORY FINISH BK: BLACK ANODIZED FACTORY FINISH PT: PAINTED - FACTORY FINISH TO MATCH ARCH SAMPLE PT-X ST: STAINED TO MATCH ARCHITECT'S SAMPLE ME: MATCH EXISTING FRAME CONSTRUCTION TYPES AL: ALUMINUM HM: HOLLOW METAL, FULLY WELDED WD: WOOD ME: MATCH EXISTING DOOR SCHEDULE DOOR HARDWARE SCHEDULE DO O R N U M EL E V . T Y P E HD W R G R O U P ROOM DOOR FRAME FI R E R A T I N G PA N I C H D W R CTRL'D ACCESS S.R.D. COMMENTSNUM NAME SIZE CONST. TYPE FINISH TYPE CONST. TYPE FINISH TYPEWIDTH HEIGHT THICK 200(E) (E) 2 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR Y Y PROVIDE CARD READER / PANIC BAR 201(E) (E) 1 201 (E) ELEC 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - Y PROVIDE CARD READER 202(E) (E) (E) 202 CONF 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 203(E) (E) (E) 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 204(E) (E) (E) 204 OFFICE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 205(E) (E) (E) 205 OFFICE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 206(E) (E) (E) 206 STORAGE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 207(E) (E) (E) 207 STORAGE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 208(E) (E) (E) 208 STORAGE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 209(E) (E) (E) 209 STORAGE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 210(E) (E) (E) 210 CONF 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 211(E) (E) 1 211 MDF 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - Y PROVIDE CARD READER 212(E) (E) (E) 212 OFFICE 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - - 213 2 3 213 OFFICE GROWTH 4' - 0" 8' - 0" 1 1/2" MTL MTL - - NR Y Y PROVIDE 'MUSHROOM BUTTON' EMERGENCY RELEASE ON ROOM INTERIOR. ACCESS CONTROLLED SWING DOOR WITH 4'-0" CLR OPENING. REQUIRED CARD READER 214(E) (E) 1 214 (E) ELEC 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR - Y PROVIDE CARD READER 215(E) (E) 2 3' - 0" 7' - 10 1/2" 1 1/2" (E) (E) (E) (E) NR Y Y PROVIDE CARD READER / PANIC BAR 216 1 4 6' - 0" 7' - 10 1/2" 1 1/2" HM ME PT PT NR Y Y PROVIDE CARD READER / PANIC BAR 217 3 2 213 OFFICE GROWTH 3' - 0" 7' - 10 1/2" 1 1/2" HM ME PT PT NR Y Y PROVIDE CARD READER / PANIC BAR EL02 1 1 8' - 0" 7' - 10 1/2" 1 1/2" HM PT HM PT 45 MIN - CR DOOR SCHEDULE NOTES: • (E) DOORS TO REMAIN IN CURRENT LOCATION AND RECEIVE NEW HARDWARE OR SECURITY UPGRADES PER SCHEDULE. • ALL OTHER SCHEDULED DOORS, FRAMES AND HARDWARE TO BE NEW. • SEE SECURITY DRAWINGS FOR ADDITIONAL INFORMATION. DOOR ELEVATION LEGEND ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 0 4 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 23008.00 A6.01 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 SPECIFICATIONS COLLECTORS - SPECIFICATIONS - EQUIPMENT TYPE DESCRIPTION LOCATION MANUFACTURER MODEL NUMBER SPECIALTY POWER COMPRESSED AIR RESPONSIBI LITY NOTES EQ122 ZEBRA PRINTER OPEN OFFICE ZEBRA BY OWNER 110v, 4A N/A O.F.O.I EQ202 TV MONITOR VARIES, SEE PLAN S.V.D. S.V.D. N/A N/A O.F.O.I SPECIFICATIONS - LIGHTING FIXTURES TYPE DESCRIPTION MANUFACTURER MODEL NUMBER MOUNTING HEIGHT NOTES (E)F1A 2X4 TROFFER EXISTING EXISTING (E)F20 EXISTING EXIT SIGN EXISTING EXISTING F1A 2X4 TROFFER NEW NEW F2 <varies> <varies> <varies> SCHEDULE - INTERIOR FINISH TYPE DESCRIPTION MANUFACTURER PRODUCT COLOR FINISH SIZE NOTES SDT-01 RESILIENT FLOOR ARMSTRONG AMALGAM (4113V) 51915 CHARCOAL 20 INCH X 20 INCH X 5MM THICK GLUE DOWN ACT-01 ACOUSTIC CEILING TILE ARMSTRONG TO MATCH EXISTING TO MATCH EXISTING TO MATCH EXISTING AS INCICATED ON RCP TS-03 FLOOR TRANSITION STRIP JOHNSONITE SLT-XX-A SERIES VCT TO CARPET CPT-01 CARPET TILE BENTLEY MILL REDUX 402270 - 18X36 TILE, STACKED INSTALLATION RB-01 RESILIENT WALLBASE TARKETT 4" HIGH SILVER GREY 55 - 4" HIGH PROVIDE STRAIGHT AT CARPET AND COVE AT HARD FLOORING SURFACES PT-01 PAINT - GENERAL BENJAMIN MOORE ATRIUM WHITE OC-145 EGGSHELL SPECIFICATIONS - PLUMBING FIXTURE TYPE DESCRIPTION MANUFACTURER MODEL NUMBER MATERIAL/ FINISH COMMENTS BF-1 BOTTLE FILLER ELKAY ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET MIN 18 GA STUDS AT WALL MOUNTED ARCHITECTURAL MILLWORK / ATTACHED. SEE DETAIL 6 OR 10/A6.01. LARGE ABOVE CEILING OPENING LARGE BELOW CEILING OPENING BELOW CEILING OPENING ABOVE CEILING OPENING DOOR OPENING DOUBLE DOOR OPENING CEILING LINE TOP TRACK BOTTOM TRACK TYP FLOOR LINE UNDERSIDE OF CONCRETE SLAB . SEE SHEET NOTE 6 10' - 0" MAX4'-6" MAX DOUBLE STUDS DOUBLE STUDS 4' - 6" MAX 4' - 6" MAX 10' - 0" MAX 10' - 0" MAX LARGE BELOW CEILING OPENING BELOW CEILING OPENING DOOR OPENING DOUBLE DOOR OPENING BOTTOM TRACK TYP 10' - 0" MAX4' - 6" MAX DOUBLE STUDS (FULL HEIGHT) DOUBLE STUDS (FULL HT) 4' - 6" MAX 10' - 0" MAX PROVIDE DIAGONAL BRACING AT TOP OF TRACK AT MAX 48" OC BETWEEN FULL HT STUDS DOUBLE STUDS (FULL HEIGHT) 22 A7.00 10 A7.00 14 A7.00 23 A7.00 10 A7.00 14 A7.00 15 A7.00 11 A7.00 23 A7.00 23 A7.00 14 A7.00 10 A7.00 10 A7.00 14 A7.00 14 A7.0023 A7.00 23 A7.00 11 A7.00 15 A7.00 22 A7.00 16 GA MIN. MTL TRACK (2) #10 SCREWS, TOP / BTM @ 4" O.C. DOUBLE 16 MIN. GA MTL STUDS. CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" for 3 5/8" STUDS AND 5" FOR 6" STUDS AT EACH SIDE. (2) #10 SCREWS AT 12" OC TOP / BTM AT EACH SIDE. TOP TRACK 11 ' - 0 " M A X 20 GA MIN MTL TRACK CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" FOR 3 5/8" STUDS AND 5" for 6" STUDS AT EACH SIDE. 2' - 0 " M A X . TOP TRACK CLIP ANGLE - 18 GA x 1 1/2" x 1 1/2" x 3" FOR 3 5/8" STUDS AND 5" FOR 6" STUDS AT EACH SIDE. MTL SILL TRACK BELOW. (2) #10 SCREWS AT EACH SIDE. 18 GA MTL TRACK AT FLOOR. DOUBLE18 GA MTL STUDS AT BOTH JAMBS AT OPENINGS LESS THEN10'-0" WIDE. MTL TRACK (ES). MATCH GA WITH JAMB STUDS. NOTE: IF 3 5/8" STUD WALL; USE (3) 16GA STUDS @ JAMB, TYP. DOUBLE 20 GA MTL STUDS AT BOTH JAMBS AT OPENINGS LESS THEN 4'-6" WIDE. MTL TRACK (ES). MATCH GA WITH JAMB STUDS. MTL TRACK AT FLOOR. METAL STUDS SIZE AND SPACING PER PLAN AND WALL SECTIONS INTERIOR WALLS FASTENERS AT 16" OC STAGGERED WITH (2) EACH MAX. 4" FROM DOOR AND WINDOW JAMB OR TRACK ENDS. TYP. USE HILTI XDNI w/1 1/2" EMBED PROVIDE #12x2" LONG SMS AT RAISED ACCESS FLOOR OR .177"ø HILTI XDNI 1 1/2" EMBED TO CONCRETE SLAB. TRACK #10 SCREW AT EACH FLANGE TYP. >10" STUD PUNCH-OUT TOP TRACK 5 EQSPACES12" 1" 1" (6) #10 SCREWS EACH SIDE TOP TRACK PERPENDICULA R TO METAL DECK 5/ 8 " 5/ 8 " 10# PAN HEAD SELF TAPPING SCREWS, (2) PER FLUTE ATTACH TO (2) DECK FLUTES 6" X 16 GA PLATE WITH MIN. (4) #10 SMS METAL DECK HOLD STUD 1/2" MIN BELOW TRACK FILL VOIDS BETWEEN MTL DECK FLUTES AND PLATE W/ INSULATION AT FIRE RATED PARTITIONS CONT. DEFLECTION TRACK (SLOTTED TRACK SYSTEM) (2) 10# SMS AT EACH FLUTE CONT. 20 GA. X 1 1/4" DEEP RELIEF CHANNEL - ANCHOR TO STEEL PLATE W/ #8 PAN HEAD SELF TAPPING SCREWS AT 24" O.C. AND 6" FROM ENDS. METAL DECK HOLD STUD 1/2" MIN BELOW TRACK FILL VOIDS BETWEEN MTL DECK FLUTES AND PLATE W/ INSULATION AT FIRE RATED PARTITIONS CONT. DEFLECTION TRACK (SLOTTED TRACK SYSTEM) TOP TRACK PARALLEL TO METAL DECK #10 SCREW AT EACH FLANGE TYP. #10 SCREW AT EACH FLANGE TYP. HITLI XDNI PDF w/1 1/2" EMBED @ 16" O.C. TYP. STRUCTURAL SLAB CONT. TRACK 2 1/2" FLANGE SLOTTED SLIP TRACK W/ #10 SMS EA FLANGE EA SIDE ALLOW FOR VERTICAL MOVEMENT 1/ 2 " M I N . 1" M A X . 16 GA MTL. TRACK 2' - 0 " - 8 ' - 0 " M A X . TOP TRACK WALL STUD 3 5/8" OR 6" (1) #10 SMS EA. SIDE , EA. STUD 16 GA HEADER STUD w/(1) #10 SMS EA. SIDE @ 16"O.C. PROVIDE MTL TRACK IF FLAT TOP NEEDED FOR DRYWALL ATTACHMENT. OPENING HEAD HT. 2 ROWS #10 SMS @ 4" O.C. 20 GA MTL SILL TRACK (1) #10 SMS MIN. @ EA. SIDE, @EA. STUD OPENING SILL HT. OP E N I N G WALL STUD 3-5/8" OR 6" 18 GA MTL. TRACK w/ (1) #10 SMS MIN. @ EA SIDE @ EA. STUD 18 GA SILL STUD w/ (2) ROWS #10 SMS @ 4" O.C. OPENING SILL HT. MTL. TRACK IF NEEDED FOR DRYWALL ATTACHMENT OP E N I N G WALL STUD 3-5/8" OR 6" NOTE: WHEN WORK OCCURS ADJACENT TO AN HABITATED SPACE, REPLACE PDP AT THE TOP & BOTTOM TRACKS WIH A 3/16" SHANK X 1" HILTI KWIK CON II CONCRETE SCREW (ICC ER-5259). #8 SMS @ EA FLANGE TYP. TRACK TO MATCH GA OF STUD 0.145" SHANK PDP @ 24" O.C. TYP. AT BOTTOM TRACK TO STRUCTURE EXCEPT AS NOTED OTHERWISE AT 1/--AT CONDITION WITH TRACK BACKING AND FLOOR CABINETS WHEN NOTED. 10 " M A X 1" STUD PUNCH- OUT. DO NO LOCATE PUNCH-OUT W/IN 10" OF END OF STUD. #8 WAFERHEAD SCREW TYP. MIN. 3" 1" - 1 1 / 4 " 5/8" DEFLECTION GAP DO NOT ATTACH FINISH TO SLIP TRACK USE (2)- .145" SHANK PDP @ 6" STUDS AND GREATER @ 24" OC. USE 1- .145" SHANK PDP @24" O.C. FOR STUDS LESS THAN 6" NOTE: FOR ADDITIONAL FRAMING REQ'S AT THE TOP TRACK SEE SPECIAL ATTACHMENT DETAILS ON THIS SHEET AND PARTITION REQ'S FOR SOUND AND FIRE PROTECTION. 2-1/2"-8" VARIES 1/2" 1/2 " 1 1/2" 18 GA TOP TRACK BY SLIPTRACK (ICC ESR-1042). THIS TRACK TYPE MAY NOT BE USED FOR EXTERIOR APPLICATIONS UNLESS SPECIFICALLY DETAILED GAUGE STUD SIZE l (in )s (in )4 3 STUD PROPERTIES LAYERS OF GYP. BD. (NOTE 6) 20 GA 18 GA 25 GA 2 LAYERS 3 5/8" 3 5/8" 3 5/8" 3 5/8" 0.616 0.756 0.215 0.479 0.334 0.400 0.09 0.254 19' - 1" 20' - 5" 14' - 4" 17' - 6" 1. HEIGHT INDICATES MAX. STUD SPAN BETWEEN FLOOR TO STRUCTURE ABOVE OR TO BRACED CEILING 2. WALL DEFLECTION LIMIT = L/240, IF BRITTLE FINISHES ARE TO BE PROPOSED CHECK HIGHER DEFLECTION LIMITS AND/OR PRODUCT MFR. CRITERIA. 3. STUDS DO NOT CONSIDER CASEWORK OR EQUIPMENT 4. ALL LOCATION ON BUILDING FLOOR RELATIVE TO TOTAL NUMBER OF FLOORS IN BUILDING. 5. STUDS Fy = 33ksi U.N.O., FLANGE = 1 3/8" EXCEPT FLANGE = 1 1/4" FOR 25 GA. 6. OUT OF PLANE FORCES BASED ON ASCE 7, CHAPTER 13 SEISMIC FORCES. WALL HEIGHT PROVIDED IN TABLE SATIFIES SSMA RECOMMENDED WALL HEIGHT DUE TO DEFLECTION CRITERIA. 7. WEIGHTS INCLUDE LAYERS OF GYP. BD. + INSULATION: 2 LAYERS = 6.8PSF + WEIGHT OF STUD 3 LAYERS = 9.3PSF + WEIGHT OF STUD 4 LAYERS = 11.8PSF + WEIGHT OF STUD 16 GA(50KSI) MAX. STUD HEIGHT BASED ON OUT-OF-PLANE FORCES WALL LOCATION (NOTE 4) LOWER 1/3 MIDDLE 1/3 UPPER 1/3 3 LAYERS4 LAYERS2 LAYERS 4 LAYERS2 LAYERS 4 LAYERS3 LAYERS 3 LAYERS 19' - 1" 20' - 5" 14' - 4" 17' - 6" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 12' - 5" 14' - 3" 19' - 1" 20' - 5" 14' - 4" 17' - 6" 12' - 5" 12' - 5" 20 GA 18 GA 25 GA 6" 2.042 2.518 0.778 1.582 0.67 0.809 0.259 0.51 28' - 4" 30' - 4" 19' - 9" 16 GA(50KSI) 19' - 9" 19' - 9" 26' - 0"6" 6" 6" 26' - 0"26' - 0" 28' - 4" 28' - 4" 30' - 4" 30' - 4" 28' - 4" 30' - 4" 19' - 9" 19' - 9" 26' - 0"26' - 0" 28' - 4" 30' - 4" 28' - 4" 30' - 4" 19' - 9" 26' - 0" NOTES 13' - 10" 14' - 5" 14' - 5" 13' - 10" 12' - 11" 12' - 5" 14' - 0" 19' - 5" 22' - 1" 23' - 6" 16' - 11" 20' - 1" 21' - 7" 14' - 0" 19' - 5" 22' - 1" 23' - 6" 14' - 5" 13' - 10" 12' - 11" 14' - 0" UPPER 1/3H MIDDLE 1/3H LOWER 1/3H H FLR FLR FLR SAMPLE BUILDING SECTION FLR FLR FLR FOR ADDITIONAL FRAMING REQ'S AT TOP TRACK SEE ATTACHMENT DETAILS ON THIS SHEET. MIN. 3" 1" 1" M A X 1/ 2 " M I N -1/2" MIN. BETWEEN GYP BOARD FASTENER AND LEG OF TOP TRACK FOR ALTERNATE SLIP TRACK DETAIL AT INT. PARTITIONS SEE 9/A7.00 16 GA TOP TRACK W/ 2" FLANGE GYP BOARD FASTENER TO ATTACH TO LOWER TRACK ONLY. LOWER TRACK GA TO MATCH STUD GA. LOWER TRACK FLANGE SHALL BE 2-1/2" USE (2)- .145" SHANK PDP @ 6" STUDS AND GREATER @ 24" OC. USE 1- .145" SHANK PDP @24" O.C. FOR STUDS LESS THAN 6" 1. SEE ADDITIONAL DETAILS AND CONSTRUCTION NOTES FOR ADDITIONAL METAL STUD REQUIREMENTS AT INTERIOR PARTITIONS. 2. ALL METAL STUDS AND JOISTS SHOWN ARE SSMA OR EQUIVALENT (ICC-ESR 3064P). 3. ALL TRACK SHALL MATCH GAUGE OF TYPICAL METAL STUD NOTED IN SCHEDULE UON. 4. ALL STUD SPACING IS 16” OC UON. 5. ALL STUDS SHALL BE “C” STUDS WITH 1 3/8” FLANGE UON. 6. USE THREE (3) STUDS MIN AT THE INTERSECTION OF ALL EXTERIOR AND / OR INTERIOR WALLS. 7. ENDS OF STUDS SHOULD SEAT FIRMLY IN THE RUNNER TRACK WHICH MUST HAVE FULL BEARING ON THE STRUCTURE. 8. ATTACH EACH RUNNER TRACK LEG TO EACH STUD FLANGE WITH ONE (1) # 10-16 SCREW, 5/8” LONG. 9. NO NOTCHING OR COPING OF STUDS IS ALLOWED UNLESS SPECIFICALLY DETAILED. 10. ALL BRACING SHALL BE INSTALLED AT THE TIME THE WALL IS ERECTED. FAILURE TO INSTALL BRACING AT THIS TIME MAY COMPROMISE THE STRUCTURAL INTEGRITY. 11. USE #10-16, 5/8” OR #8-18, 5/8” LONG, LOW PROFILE PAN HEAD SHEET METAL SCREWS (SMS) FOR ALL STEEL TO STEEL CONNECTIONS EXCEPT AS NOTED ON PLANS AND DETAILS. 12. A 3/4” MIN CLEARANCE MUST BE MAINTAINED FROM ALL EDGES OF THE STEEL MEMEBERS IN LOCATING SCREWS. A 3/4” MIN OC SPACING MUST BE MAINTAINED BETWEEN ADJACENT SCREWS. 13. ALL SCREW RECOMMENDATIONS ARE BASED ON WHICH OUTLINES THE PROPOSED AISI SPECIFICATION PROVISIONS FOR SCREW CONNECTIONS, AND ALLOWABLE SCREW SHEAR STRENGTH VALUES PUBLISHED BY BUILDEX, COMPASS, AND GRABBER. 14. FOR ATTACHMENT OF 3/8” TO 3/4” PLYWOOD TO STEEL STUDS AND JOISTS, USE 1-15/16” #10-16 BUGLE HEAD PILOT POINT SCREWS. 15. FOR ATTACHMENT OF SINGLE-LAYER ½” OR 5/8” GYP OR SHEATHING TO STEEL STUDS AND JOISTS, USE #10-16 SCREWS, 1” LONG BUGLE HEAD SCREWS. 16. ALL CONNECTIONS SHALL BE COMPLETE AS PER THE PLANS AND SPECIFICATIONS AT THE TIME OF INSTALLATION. FAILURE TO PROMPTLY COMPLETE CONNECTIONS MAY COMPROMISE THE STRUCTURAL INTEGRITY. 17. SPLICING OF RUNNER TRACK TO BE ACCOMPLISHED BY SCREW ATTACHMENT OF A STUDY SECTION BETWEEN VERTICAL STUDS TO THE RUNNER TRACK USING #10-16, 5/8” LONG LOW PROFILE SCREWS. 18. SEE 1998 CBS TABLE 25A-G, 25A-H, FOR ATTACHMENT OF SINGLE AND DOUBLE PLY GYPSUM SHEATHING TO METAL STUDS. 19. FOR FUTURE PARTITION WALLS, CONTRACTOR SHALL SUPPORT (E) GYP CEILING. 20. Fy = 33ksi,U.N.O 3/8" = 1'-0"4FRAMING ELEVATION 1/4" = 1'-0"14DBL DR/LARGE OPENING HEAD 1/4" = 1'-0"10DOOR OPENING HEADER 1/4" = 1'-0"23LARGE OPENING BOX JAMB 1/4" = 1'-0"22DR OPENING BOX JAMB STUDS 1/4" = 1'-0"19TYPICAL STUD CONNECTION 1/4" = 1'-0"17TYP TOP TRACK SPLICE 3" = 1'-0"21BRACING PER UL 2079 HW-D-0418 1" = 1'-0"13METAL STUD - TYP NON BEARING WALL BELOW STRUCTURAL SLAB 1/4" = 1'-0"18DR. OPENING HDR. W/ 2' - 8' HEAD WALL 1/4" = 1'-0"15WINDOW SILL OPENING <4'-6" 1/4" = 1'-0"11WINDOW SILL OPENING >4'-6" 3" = 1'-0"6BOTTOM TRACK CONNECTION 3" = 1'-0"9TOP (SLIP) TRACK CONNECTION 12" = 1'-0"3STUD HEIGHT CHART 3" = 1'-0"5TOP TRACK CONNECTION N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 0 7 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A7.00 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 TYP. INTERIOR FRAMING DETAILS COLLECTORS - 2SPECIFIC NOTES FOR MTL STUD WALLS ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET EXISTING WINDOW FRAME. CONTINOUS BLACK NEOPRENE STRIP 1/2" COMPRESSED TO 1/4" LINE OF SILL, WHERE OCCURS. SCHEDULED PARTITION METAL STUD AGAINST SILL. FIRE TREATED WOOD BLOCKING ON TOP OF SILL, WHERE OCCURS USG 200-A METAL TRIM TAPE, OR EQUAL CLOSED CELL NEOPRENE TAPE INTERIOR EXTERIOR EXISTING EXTERIOR WINDOW. NOTE: FLEXIBLE FIRE CAULKING REQUIRED AT ALL JOINTS AT SCHEDULED RATED PARTITOINS. ACOUSTICAL SEALANT REQUIRED WHERE GYP MEETS WALL BELOW SILL AT ALL WALLS WITH ACOUSTICAL BATTING. ACOUSTICAL BATTING WHERE OCCURS. WALL HUNG ITEM OR CABINET (MAX. LOAD TO BRACING PLATE = 20 LBS. PER STUD) EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. NOTES: 1. LENGTH, HEIGHT, AND LOCATION TO SUIT ITEMS BEING FASTENED. SEE ANCHORAGE DETAIL OF SPECIFIC ITEMS FOR ADDITIONAL INFORMATION. 2. ATTACH TO MIN (3) STUDS. 3. USE MIN #12 SELF TAPPING SCREWS WHEN ATTACHING ITEMS. 4. USE DOUBLE STUDS WHEN STUD IS SUPPORTING MORE THE (2) BACKING PLATES OR AS CALLED OUT ON PLAN PER SPECIFIC ITEMS. (3) #10 SHEET METAL SCREWS TYP @ EA. STUD NOTCH BACKING TRACK FLANGE AT STUDS TYP. DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS. PARTITION WALL STUD @ 16" O.C. MAX. SEE A6.10 FOR SCHEDULE 6" X 16" GA. PLATE. ATTACH TO MIN. 3 STUDS SPLICE, (3) #10 @ EA. END OF STRIP @ EA. STUD 9 3 5/8 6 STUD SIZE MAX. WALL HT Hw (ft) MIN. GAUGE OF STUD LOADING SCENARIO 12 16 9 12 16 20 18 18 16 18 18 18 18 18 18 18 A A+B C SEE NOTE 4 SEE NOTE 4SEE NOTE 4SEE NOTE 4 1820 18 1. STUDS ARE SPACED 16" O.C. TYP. 2. IF MILLWORK IS ON BOTH SIDES OF THE WALL, PROVIDE TWICE THE QUANTITY OF STUDS AND TOP/BOTTOM ANCHORAGE 3. FOR FULL HT. WALLS, IF GYP. BD. IS NOT INSTALLED ON BOTH SIDES OF PARTITION WALLS, LATERAL BRACING IS REQUIRED @ 48" O.C. 4. NO MIN. GAUGE IS AVAILABLE FOR 3 5/8" STUDS. 6" MIN. IS REQUIRED, SEE TABLE FOR MIN. GA. NOTES: LOADING:A = OVERHEAD GROSS WEIGHT OF CABINET AND CONTENTS = 37plf a1+a2 = WHERE CABINETS ON EACH SIDE OF PARTITION, GROSS WEIGHT OF CABINET AND CONTENTS = A B = BASE CABINET GROSS WEIGHT OF CABINET AND CONTENTS = 77plf A+B = SUPPORTING OVERHEAD AND/OR BASE CABINET, GROSS WEIGHT = 114plf C = FULL HT. CABINET OR EQUIPMENT, GROSS WEIGHT OF CABINET AND CONTENTS = 285plf Hw Hw Hw Hw a1 a2A A B C 12-18" MAX 12-18" MAX 12-18" MAX 12-18" MAX 24-36" MAX CONDITION 1 - FULL HEIGHT PARTITION CLG. CONDITION 2 - PARTIAL HEIGHT OR OFFSET PARTITION (SEE RULE 1-4 FOR SPACING REQUIREMENTS ABOVE) CLG. RULE 1 - BRACE WALL EVERY 4'-0" 4' - 0" 4' - 0" BRACE, TYP. WALL, TYP. RULE 2 - OMIT BRACING AT PERPENDICULAR WALL BRACE, TYP. WALL, TYP. 4' - 0"4' - 0" PERPENDICULA R WALL RULE 3 - BRACING AT OPENING OR WALL END WITHIN 2'-0" 2' - 0"2' - 0" RULE 4 - OMIT BRACE WHERE PERPENDICULAR WALL IS WITHIN 2'-0" 2' - 0" ELEVATION VIEW PLAN VIEW SIM TYP SEE WALL SCHEDULE FOR STUD SIZING. 3/4"1"3/4"3" EQ EQ 3/ 4 " . 3/ 4 " . EQ 1" EQ 3" 2"4' - 0" MAX SPACING 10" TYP. FROM END OF WALL LINE OF STUD FRAMING 1/2" X 3 1/2" EXPANSION ANCHOR BOLT w/2" EMBED 3" X 3" 1/4" STEEL TUBE 1/4" STEEL PLATE SHOP WELDED TO TUBE LINE OF STUD FRAMING 1" 1 1/2" 1 1/2" #12 SMS AT 16" OC TYP OF (4) ROWS MTL STUD TYP SELF-DRILLING SCREWS FLAT HEAD #10 AT 12" FIELD #10 AT 6"EDGE1/2" CDX PLYWOOD #10 AT 12" FIELD #10 AT 12" EDGES1/2" GYPSUM BOARD SHEATHING SHEATHING FASTENER SCHEDULE SHEATHING TYP SHEATHING FASTENERS TYP. TRACK TRACK TRACK PIN, TYP. SHEATING FASTENERS TRACK OUTER SHEATHING INNER SHEATHING THIS STUD REQUIRED IF INNER SHEATHING IS INSTALLED TRACK TRACK PIN, TYP. #12 SMS@ 16" OC (1) row. AT INTERSECTION AT CORNER WALL HUNG ITEM OR CABINET (MAX. LOAD TO BRACING PLATE = 80 LBS. PER STUD) EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. NOTES: 1. LENGTH, HEIGHT, AND LOCATION TO SUIT ITEMS BEING FASTENED. SEE ANCHORAGE DETAIL OF SPECIFIC ITEMS FOR ADDITIONAL INFORMATION. 2. ATTACH TO MIN (3) STUDS. 3. USE MIN #12 SELF TAPPING SCREWS WHEN ATTACHING ITEMS. 4. USE DOUBLE STUDS WHEN STUD IS SUPPORTING MORE THE (2) BACKING PLATES OR AS CALLED OUT ON PLAN PER SPECIFIC ITEMS. (3) #10 SHEET METAL SCREWS TYP @ EA. STUD PARTITION WALL STUD @ 16" O.C. MAX. SEE A6.10 FOR SCHEDULE 6" X 1/2" PLYWOOD. ATTACH TO MIN. 3 STUDS. COORD HEIGHT OF BACKING W/ ARCHITECT SPLICE, (3) #10 SMS EA. END OF STRIP @ EA. STUD 1'-0" MAX (2) 3/8" DIA. EMBED 2" FOR SINGLE STUD (2) 5/8" DIA. EMBED 4" FOR BACK-TO-BACK STUD * INSTALL (1) BOLT FOR FLUTE ON BACK SIDE OF BRACE PARTITION WALL BRACE 30 - 60 L3XL3X16GA 1'-2" MIN. LENGTH EQ EQ (2) 3/8" DIA. EMBED 2" FOR SINGLE STUD (2) 5/8" DIA. EMBED 4" FOR BACK-TO-BACK STUD 30 - 60 1 1/2" TYP MIN WEB OF BRACE L3XL3X16GA 8" MIN. LENGTH PARTITION WALL BRACE PERPENDICULAR TO DECKING PARALLEL TO DECKING NOTES: -STEEL DECK MIN. GAUGE = 20GA -ASSUMED 3000 PSI LWC IN DECK EQ EQ (2) 3/8" DIA. EMBED 2" FOR SINGLE STUD (2) 5/8" DIA. EMBED 4" FOR DOUBLE STUD 30 - 60 1-1/2" TYP MINWEB OF BRACE L3XL3X16GA 8"MIN. LENGTH PARTITION WALL BRACE - -4" MIN FOR 3/8" DIA. ANCHOR -6" MIN FOR 1/2" DIA. ANCHOR (2) #10 SMS @ 6" O.C. WHERE THRU BOLT PENETRATES BTWN TOP & BOTTOM FLUTE, EXTEND PLATE TO ENGAGE BOLT OF ADJ. FLUTE 4" MIN. HSS 3X3 @ 4'-0" O.C. MAX HT. OF APPLIED LOAD = 5'-0" 1/2" THRU BOLT 1/4" THICK BASE PLATE HSS BETWEEN FLUTES HSS ALIGNS @ FLUTE MIN. 2" 2" 2 " 3/4" CLR MIN. 3/4" CLR MIN. A A A-A A A 4" 6" 30 - 60 STRUCTURE ABOVE SEE DTL 16/A-6.01 SCHEDULE FOR TOP CONNECTION DETAIL, THIS SHEET DIAGONAL BRACE: SEE SCHED. WHERE BRACE <6'-0" PROVIDE 362S137-43. WHERE 6'-0"<BRACE<8'-0" PROVIDE BACK TO BACK 362S137-54 - FASTEN WITH #8 SMS @ 6" O.C. STAGGERED. STOP ONE STUD 6" FROM EA. END. SEE DTL 16/A-6.01 SCHEDULE FOR BOTTOM CONNECTION L4X4X16 GAX0'-4" MIN. 4- #10 SMS TO TOP TRACK - 3/4" MIN EDGE DIST +/-3/4" MIN SPACING BTWN SCREWS, TYP H- W A L L H - B R A C E 6'-5" MAX. PARTIAL WALL HEIGHT (H-WALL) MAX. (H-BRACE) 3'-5" 3'-1" REFERENCE 8/A6.01 FOR 'A' + 'B' WALL CONDITION DESCRIPTION NOTES: 1. WALL STUD IS 18 GA MIN. 2. APPLICABLE FOR 3-5/8" STUD AND 6" STUD, BRACE TO MATCH STUD SIZE 3. (2) 18 GA, BACK-TO-BACK BRACE SEE 7/-FOR SECTION DETAILS 9 12 16 MIN. GAUGE 18 18 SEE NT. 3 MAX. SPACIN G OF BRACE 5'-4" 5'-4" 6'-0" SMS CONNECTIONS AT BRACE ENDS BOTTOM TOP (6) #10 (6) #10 (8) #10 (4) #10 (4) #10 (8) #10 WALL CONDITION OR ACOUSTICAL WEIGHT LIMITATIONS A OR MAX 4 LAYERS OF GYP. A OR MAX 4 LAYERS OF GYP. A+B OR MAX 3 LAYERS OF GYP. WALL DIAGONAL BRACING HSS 3X3 @ 3'-0" O.C. MAX HT. OF APPLIED LOAD = 4'-0" 3/8" SIMPSON STRONG BOLT 2 X 2.25" 1/4" THICK BASE PLATEA A A-A MI N . 4" 2 1 / 4 " (E) CONC SLAB 6" MIN 4 1/2" 6" 3/16" 4" 3 " ALT LOCATION & CONNECTION. IF HSS ALIGNS W/ (E) JOIST PROVIDE 2 ROWS OF WD BLKG TO SANDWICH THE HSS COL. AND CONTINUE MIN (3) BAYS EA SIDE OF TUBE ALT LOCATION: CONNECT HSS TO (E) JOISE WHERE CANTILEVERED WALL IS PERPENDICULAR TO JOIST DIRECTION. (N) 3X BLKG ALIGNED W/ HSS COL. WHERE CANTILEVERED WALL PARALLEL TO JOIST DIRECTION. HSS 3X3 @ 4' O.C. MAX HT. OF APPLIED LOAD = 5'-0" PENETRATE HSS THRU (E) SHEATHING TO ATTACH TO BLKG (N) 3X BLKG EA. SIDE OF HSS FOR MIN (3) BAYS (E) FLR JOISTS SIMPSON A35 CLIPS EA. SIDE 3X W/ HSS TYP. EA. END OF BLKG (2) 3/4" THRU BOLT 4X6 BLOCKING (FLAT) W/ SIMPSON A34 OR EQ. @ EA. SIDE @ EA. END JOIST, TYP. -(6) #14X3" WOOD SCREWS FOR SINGLE STUD -(8)#14X3" WOOD SCREWS FOR SINGLE STUD (5) 8d NAILS BRACING PERP. TO JOIST ABOVE 4X6 BLOCKING EA. SIDE W/ SIMPSON A34 OR EQ. @ EA. SIDE @ EA. END WITHIN 12" BRACE 4X12 BLOCKING (FLAT) W/ SIMPSON A34 OR EQ. @ EA. SIDE @ EA. END BRACE ALIGNS W/ JOIST, 10 DEG. MAX. HORIZ. SKEW BRACE DOES NOT ALIGN W/ JOIST 30-60° 30-60° L 3X3X16GA 8" MIN. L 3X3X16GA 8" MIN. 30-60° JOIST BEYOND 6" = 1'-0"24WALL AT EXTERIOR MULLION 1" = 1'-0"6TYP BACKING FOR SM ITEMS (FLAT STRAP/PLATE) 1/4" = 1'-0"4METAL STUD - TYP. CABINETRY STUD SUPPORT REQS. 1/4" = 1'-0"3METAL STUD - PARTITION ATTACHMENT & BRACING DETAILS 12" = 1'-0"19WALL - PART HT - PLATE ATTACHMENT 1/4" = 1'-0"23METAL STUD WALL INTERSECT. 1" = 1'-0"10TYP BACKING FOR SM ITEMS (PLYWD) 1" = 1'-0"17METAL STUD - BRACING TO CONC DECK 1" = 1'-0"13METAL STUD - BRACING TO CONC SLAB 6" = 1'-0"7METAL STUD - BACK TO BACK STUDS 1" = 1'-0"18PARTIAL HEIGHT WALL @ METAL DECK 1" = 1'-0"15WALL - DIAGONAL BRACING 1/4" = 1'-0"16METAL STUD - DIAGONAL BRACING SCHEDULE 1" = 1'-0"14PARTIAL HEIGHT WALL @ CONC SLAB N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 0 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A7.01 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 TYP. INTERIOR FRAMING DETAILS COLLECTORS - 1" = 1'-0"22PARTIAL HEIGHT WALL @ WD FRAMING 1" = 1'-0"21METAL STUD - BRACING TO WD JOIST ABOVE ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET METAL STUDS. SEE SHEET A6.00 FOR STUD GAUGE AND SPACING TABLE. 5/8" TYPE "X" GYPSUM BOARD ACOUSTICAL SEALANT SLAB /STRUCTURE SCHEDULED CEILING, WHERE OCCURS ACOUSTICAL SEALANT, WHERE SCHEDULED TOP TRACK FULL WIDTH UNFACED SOUND ATTENUATION BLANKET FULL HEIGHT OF PARTITION, WHERE SCHEDULED. BOTTOM TRACK W01A EXISTING WALL OR COLUMN 5/8" TYPE "X" GYPSUM BOARD SLAB / STRUCTURE SCHEDULED CEILING, WHERE OCCURS SLAB / STRUCTURE WIRE SECURITY MESH, S.R.D. SECURE SIDE W24 5/8" TYPE "X" GYPSUM BOARD SLAB / STRUCTURE SCHEDULED CEILING, WHERE OCCURS EXISTING WALL W10 SLAB / STRUCTURE 3" = 1'-0"1PARTITION - FULL HEIGHT N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 1 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 3" = 1'-0"23008.00 A7.02 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver PARTITION DETAILS COLLECTORS - 3" = 1'-0"2GYP BD W/ WIRE MESH LAMINATED O/ EXISTING - FULL HEIGHT 3" = 1'-0"3FURRING - FULL HEIGHT ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET SIDE WALL, WHERE OCCURS SCHEDULED DOOR SCHEDULED FRAME, VERIFY THROAT WIDTH WITH SCHEDULED WALL 4" T Y P SCHEDULED PARTITION SCHEDULED CEILING, WHERE OCCURS SCHEDULED PARTITION SCHEDULED FINISH FLOOR SCHEDULED DOOR SCHEDULED FRAME SIDE WALL WHERE OCCURS. SCHEDULED DOOR SCHEDULED FRAME VERIFY THROAT WIDTH WITH SCHEDULED WALL. PARTITION AS SCHEDULED. ASTRAGAL AT RATED CONDITIIONS 3" = 1'-0"2DR - ALUM FRM - JAMB 3" = 1'-0"1DR - ALUM FRM - HEAD / SILL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 1 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 3" = 1'-0"23008.00 A7.11 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 DOOR & GLAZING DETAILS COLLECTORS - 3" = 1'-0"3DR - ALUM FRM - JAMB @ DOUBLE ASTRAGAL ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1205 100% DD SET 2025-1218 PERMIT SET 2. WHERE CLG LOADS ARE LESS THAN 5 PSF AND NOT SUPPORTING INTERIOR PARTITIONS, CLG BRACING SHALL BE PROVIDED BY (4) 12 GA WIRES SECURED TO THE MAIN RUNNER WITHIN 2 INCHES OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90° FROM EACH OTHER AT AN ANGLE NOT EXCEEDING 45° FROM THE PLANE OF THE CEILING. THESE HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12’-0” OC IN BOTH DIRECTIONS AND MAX 6’-0” FROM 1ST ROW OF BRACES TO ANY WALL. THE ATTACHMENT OF THE RESTRAINT WIRES TO THE STRUCTURE ABV SHALL BE ADEQUATE FOR LOAD IMPOSED. (ASTMC 635, ASTMC 636, ASTMC 1395, CISCA ACOUSTICAL CEILINGS-USE AND PRACTICE, CISCA - CEILING SYSTEMS HANDBOOK.) 5. VERTICAL COMPRESSION STRUTS SHALL BE INSTALLED AT EA CROSS RUNNER INTERSECTION WHERE LATERAL SUPPORT WIRES ARE INSTALLED. WHERE THE DISTANCE BETWEEN THE CLG GRID AND THE SLAB ABV IS LESS THAN 8’-0”, PROVIDE ONE 3 5/8” 25 GA METAL STUD WITH POWER DRIVEN PIN #3330 ICBO #1147 TO SLAB ABV. SCREW WITH #6 DRYWALL SCREW TO CLG MAIN “T” RUNNER AT SPLAYED CORNERS. IF DISTANCE BETWEEN CLG GRID AND SLAB ABV IS 8’-0” OR GREATER, THEN USE THE SCHEDULE BELOW FOR STUD SIZES: 3. LIGHT FIXTURES WEIGHING LESS THAN 56 LBS SHALL BE SUPPORTED DIRECTLY BY A MIN OF (2) 12 GA HANGER WIRES (MAY BE SLACK) LOCATED AT OPPOSITE CORNERS OF THE FIXTURE AND ATTACHED TO THE STRUCTURE ABV. (ASTMC 635, ASTMC 636, ASTMC 1395, CISCA ACOUSTICAL CEILINGS-USE AND PRACTICE, CISCA - CEILING SYSTEMS HANDBOOK) 4.DISCONTINUOUS ENDS OF CROSS RUNNERS AND MAIN RUNNERS SHALL BE VERTICALLY SUPPORTED WITHIN 8” OF SUCH ENDS. 1. SUPPORT MAIN RUNNERS AND CROSS “T” ALONG FULL HEIGHT PARTITION AT 8’-0” OC AND HOLD 5/8” CLR AT ADJ WALLS. LATERAL SUPPORT OF SUSPENDED CEILING CROSS "T" RUNNER 2" MAX 45° MAX TYP 8" MAX .PERIMETER HANGER WIRES AT ALL RUNNERS AND "T'S" ADJ TO WALLS MAIN "T" RUNNER STRUCTURAL STRUT 12 GA HANGER WIRES AT 48" OC ALONG MAIN "T" RUNNERS. METAL STUDS MUST BE ORIENTED AS SHOWN AND CONNECT EVERY 12" ALONG THEIR LENGTH. <10'-0" : (2) 1-5/8" (25 GA) METAL STUD <15'-0" : (2) 2-1/2" (25 GA) METAL STUD <20'-0" : (2) 3-5/8" (25 GA) METAL STUD 6. 2 INCH OVERSIZED RING, SLEEVE OR ADAPTER REQUIRED AT SPRINKLER PIPE PENETRATIONS OF THE NEW SUSPENDED CEILING TILE TO ACCOMMODATE FREE MOVEMENT OF UP TO 1 INCH BY SPRINKLER PIPING. CBC SECT. 2506.2.1 AND ASCE 7-05 SECT. 13.5.6.2.2 ITEM E. 12 GA VERTICAL WIRE HANGER. CLIP ON END OF VERTICAL BRACE FOR SNAPPING AND LOCKING MAIN RUNNER. 12 GA BRACE WIRES. WIRES AT 45° IN (4) DIRECTIONS. WIRE TIED TO GRID. UNDERSIDE OF CONCRETE SLAB. HEAVY DUTY COMPRESSION SPRING FOR ADJUSTMENT (INSIDE VERTICAL BRACE). SECTION SELF TAPPING DRIVE SCREW #8 x 1/2". SPRING CLIP - .035 SPRING STEEL. CEILING GRID MAIN RUNNER ANGLE CLIP-PINNED TO CLG STRUCTURE AND BOLTED TO VERTICAL COMPRESSION BRACE. VERTICAL COMPRESSION BRACE MADE FROM .055 STEEL TUBING. 60° 45° MAX 45° MAX 60° NO 12 GA LATERAL SUPPORT WIRE WITHIN 3” OF EACH CORNER OF LIGHT FIXTURE. PLAY WIRE AS SHOWN AND FASTEN TO (E) STRUCTURE. MIN OF (3) WIRE TURNS EACH CONNECTION POINT. WIRE SUPPORT BY ACOUSTICAL CLG CONTRACTOR. SEE CURRENT ASTMC 635, ASTMC 636, ASTMC 1395, CISCA ACOUSTICAL CEILINGS - USE AND PRACTICE, CISCA - CEILINGS HANDBOOK. FIXTURES WEIGHT 20 LBS OR MORE: CONNECT (2) 12 GA FIXTURE SUPPORT WIRES AT DIAGONAL CORNERS OF EACH FIXTURE. MIN OF (3) WIRE TURNS EACH CONNECTIONS POINT. FIXTURE SUPPORT WIRES SUPPLIED AND HUNG BY “T” BAR CONTRACTOR. MAX FIXTURE WEIGHT 55 LBS. 45°MAIN RUNNER CROSS "T" NOTCHLESS AT LIGHT EDGES RECESSED FLUORESCENT FIXTURE 12 GA VERTICAL CABLE WIRED AT 48" OC, CONTINUOUS UP TO STRUCTURE SET OF 4-WAY LATERAL BRACING WIRES & COMPRESSION STRUT AS SCHEDULED. PARTITION AS SCHEDULED 8" 1" METAL CROSS RUNNER AS SCHEDULED METAL MAIN RUNNER AS SCHEDULED SCHEDULED ACOUSTIC CEILING TILE PARTITION AS SCHEDULED MIN. 3/4" X 3/4" X 16 GA METAL ANGLE SPACER WHERE CROSS RUNNER IS MORE THAN 12" FROM END. ATTACHED END FREE/UNATTACHED END 8" MAX ARMSTRONG BERC2 SEISMIC CEILING GRID SYSTEM 7/8" X 7/8" METAL EDGE MOULDING AT BOTH FIXED AND FREE/UNATTACHED END WITH MIN. #10 SELF TAPPING SM CREWS @ 16" OC SCREW TIGHTENED END THROUGH WEB OF GRID RESTRICTING SEPARATION FROM WALL MOULDING. 3/4 " SPACE BETWEEN GRID AND WALL AT FREE END. 7/8" X 7/8" METAL EDGE MOULDING AT BOTH FIXED AND FREE/ UNATTACHED END WITH MIN. #10 SELF TAPPING SM CREWS @ 16" OC FREE/UNATTACHED CONDITION BERC2 ANGLE CLIP SCREW LOOSE IN SLOT TO ALLOW MOVEMENT BETWEEN GRAD AND EDGE MOULDING. MOULDING SECURED TO WALL. 12 GA VERTICAL CABLE WIRED AT 48" OC, CONTINUOUS UP TO STRUCTURE. REFER TO DETAIL #3 AND 4 THIS SHEET FOR ADDITIONAL INFORMATION 3/4" SPACE BETWEEN END OF GRID AND WALL AT FREE/UNATTACHED SIDE. MIN. 3/4" X 3/4" X 16 GA METAL ANGLE SPACER WHERE CROSS RUNNER IS MORE THAN 12" FROM END. 7/8" X 7/8" METAL EDGE MOULDING AT BOTH FIXED AND FREE/UNATTACHED END WITH MIN. #10 SELF TAPPING SM SCREWS @ 16 OC 8" MAX. 7/8" BERC2 ANGLE CLIP SCREW TIGHTENED END THROUGH WEB OF GRID RESTRICTING SEPARATION FROM WALL MOULDING AT SECURED END. ATTACHED CONDITION ARMSTRONG BERC2 SEISMIC CEILING GRID SYSTEM STRUCTURAL CONCRETE FILL STEEL DECK 5/16" MIN. DRILL-IN EXPANSION ANCHOR. MAX 3/4" 45° STEEL STRAP 1" WIDE X 12 GA. MIN. 4 TIGHT TURNS IN 1.5" SPLAYED BRACE WIRE STRUCTURAL CONCRETE FILL STEEL DECK SHOT-IN ANCHOR 3/4" MIN. PENETRATION CLG. CLIP 13 GA. X 3/4" WIDE MIN. 3 TIGHT TURNS IN 1.5" VERTICAL HANGER WIRE MAX 3/4" N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 2 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t 3" = 1'-0"23008.00 A7.20 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 CEILING DETAILS COLLECTORS - 3" = 1'-0"2SUSPENDED CEILING DETAIL 3" = 1'-0"3COMPRESSION STRUT DETAIL 3" = 1'-0"4LIGHT FIXTURE BRACING 3" = 1'-0"5CLG SEISMIC TRIM DETAIL ARMSTRONG BERC2 3" = 1'-0"6CLG SEISMIC TRIM DETAIL ARMSTRONG BERC2 AXO 3" = 1'-0"7CLG - CONNECTION TO DECK ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET ELECTRICAL AND TELE/DATA OUTLETS (TYP) SCHEDULED HARDWARE THERMOSTAT (OPERABLE) LIGHT SWITCHES (GANG MULTIPLE SWITCHES.) NOTE:ALL DEVICE LOCATIONS SHOWN BELOW ARE DIMENSIONED WITH RESPECT TO THE STRIKE SIDE DOOR JAMB. WHERE SIDELIGHT OCCUS, SHIFT ALL DEVICES TO INDICATED DISTANCES WITH RESPECT TO SIDELIGHT JAMB. REFERENCE ARCHITECTURAL THEN ELECTRICAL DRAWINGS AT EACH DOOR TO DETERMINE IF SWITCHES ARE LOCATED ON DOOR WALL OR SIDE WALL. NOTIFY ARCHITECT PRIOR TO INSTALLATION WHERE LOCATION IS NOT CLEAR. ALL DEVICES SHALL ALIGN VERTICALLY WHERE POSSIBLE AT INDICATED SWITCH LOCATION. SIDELIGHT, WHERE APPLICABLE. ADJUST DEVICES IN RELATION TO SIDELIGHT JAMB. SIDELIGHT, WHERE APPLICABLE. SCHEDULED CEILING THERMOSTAT (NON- OPERABLE) 4' - 3 " MA X 3' - 6 " MI N 6' - 8 " 5' - 0 " 3' - 2 " ( T Y P ) 1' - 6 " STROBE (VERIFY WITH ALL APPLICABLE CODES.) MIN 2" 10" 4' - 0 " M A X 1' - 0 " EMERGENCY EXIT PLAN SITE ADDRESS CITY, STATE ZIP 1' - 0" # FLOOR ALARM LOOKS LIKE: STROBE LIGHT ALARM SOUNDS LIKE: WHOOP WHOOP YOU ARE HERE EXIT ROUTE EXTINGUISHER ALARM PULL STAIRS ELEVATOR IN EMERGENCY DIAL: 911 IN CASE OF FIRE, USE STAIRS FOR EXIT. DO NOT USE ELEVATOR. EVACUATION MAP TO BE PROVIDED BY FLOOR; SYMBOLS AND INFORMATION REFERENCED TO THE LEFT TO BE INCLUDED AS REQURIED 4 1 / 2 " 8" ROUTE 1" T Y P . 1/ 2 " M I N . 3/ 8 " M I N , 1 / 2 " M A X #2 BRAILLE SIGNAGE EXIT RAISED LETTERING 3" M I N 6" ± EXIT 1/ 2 " M I N . 3/ 8 " M I N , 1 / 2 " M A X MI N . 1" #2 BRAILLE SIGNAGE RAISED LETTERING 4" 8" ± ROOM NAME NUMBER 3/ 8 " 3/ 4 " T Y P . 1/ 2 " M I N . 3/ 8 " M I N , 1 / 2 " M A X #2 BRAILLE SIGNAGE FL EL TRANSITION POINT SCHEDULED CARPET TILE TS-03 EXTRUDED RESILIENT REDUCER STRIP, CONTINUOUS. CENTER BELOW DOOR THICKNESS WHEN PRESENT. SCHEDULED RESILIENT FLOOR TILE 1/2" = 1'-0"1TYP. MOUNTING HEIGHTS N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN 3/ 5 / 2 0 2 6 1 1 : 5 4 : 1 3 A M Au t o d e s k D o c s : / / C o l l e c t o r s - s n a 1 6 1 0 p h 4 / s n a 1 6 1 0 p h 4 _ RV T 2 6 . r v t As indicated23008.00 A7.40 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 FINISH WALL, FLOOR & MISCELLANEOUS DETAILS COLLECTORS - 3" = 1'-0"4ROOM NAME1 3" = 1'-0"6EXIT SIGN1 3" = 1'-0"5EXIT ROUTE SIGN 3" = 1'-0"3EMERGENCY EXIT PLAN SIGN 6" = 1'-0"2FINISH FLOOR TRANSITION AT CARPET AND RESILIENT FLOORING ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 2025-1218 PERMIT SET 1 2 3 4 5 A A.9 B.2 C D E E.2 F G 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEETS S7.0 FOR WOOD DETAILS AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. ROOF FRAMING PLAN NOTES & KEYNOTES: INDICATES (E) 3/4" PLYWOOD W/ 1 1/2" ELASTIZELL TOPPING, V.I.F.5. INDICATES (E) STEEL BEAM W/ SIZE PER PLAN, V.I.F. INDICATES (E) 18" TJI/60C @ 16" O.C., V.I.F. 7 6. INDICATES (E) Wx COLUMN, V.I.F.8. INDICATES (E) HSS COLUMN, V.I.F.9. (E) W30x116(E) W30x116 (E) W33x152(E) W33x152 (E) W30x108(E) W30x108 (E) W30x108(E) W30x108 (E) W33x152(E) W33x152 (E) W33x118 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E) W16x31 (E) W16x31 (E) W27x84 (E) W30x132 (E) W30x108 (E) W27x84 (E) W27x84 (E) W30x108 (E) W30x108 (E) W27x84 (E) W30x108 (E) W27x84 (E) W30x108(E) W27x84 N.I.C. N.I.C. N.I.C. N.I.C. (E) W30x108 1 PARTIAL MEZZANINE FRAMING PLAN 3/32" = 1'-0" N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.2 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS - Δ DATE REASON FOR ISSUE BY 2025-1218 PLAN CHECK BM ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com PARTIAL MEZZANINE FRAMING PLAN S2.0 GENERAL NOTES S0.1 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.DFLOOR = 50 PSF + 15 PSF PARTITIONS BM 1.THE CONTRACTOR SHALL VERIFY ALL DIMENSION PRIOR TO STARTING CONSTRUCTION. THE DESIGN TEAM SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 2.ALL DRAWINGS ARE CONSIDERED TO BE A PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT CLARIFICATION CAN BE PROVIDED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR CODE REQUIREMENTS SHALL BE CORRECTED BY THE CONTRACTOR AT THEIR OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ENGINEER. 3.MATERIALS AND WORKMANSHIP TO CONFORM WITH PART TWO OF THE 2024 EDITION OF THE CALIFORNIA BUILDING CODE, WITH CITY OF PICO RIVERA AMENDMENTS AND THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 4.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NOT DETAILS ARE GIVEN, CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. 5.REFERENCE TO CODES, RULES, REGULATIONS, STANDARDS, MANUFACTURER’S INSTRUCTIONS OR REQUIREMENTS OF REGULATORY AGENCIES IS TO THE LATEST PRINTED EDITION OF EACH IN EFFECT AT THE DATE OF SUBMISSION OF BID UNLESS THE DOCUMENT DATE IS SHOWN. 6.DETAILS ON SHEETS TITLED “TYPICAL DETAILS” APPLY TO SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR. 7.DO NOT SCALE THE DRAWINGS. 8.THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THE CONTRACTOR SHALL PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES INCLUDE, BUT MAY NOT BE LIMITED TO, BRACING AND SHORING FOR LOADS DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE ENGINEER WILL NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 9.INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER. 10.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING A SAFE PLACE TO WORK AND MEETING THE REQUIREMENTS OF ALL APPLICABLE JURISDICTIONS. EXECUTE WORK TO ENSURE THE SAFETY OF PERSONS AND ADJACENT PROPERTY AGAINST DAMAGE BY FALLING DEBRIS AND OTHER HAZARDS IN CONNECTION WITH THIS WORK. 11.REFER TO ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF FLOOR, ROOF AND WALL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE THE SIZE AND LOCATION OF OPENINGS ASSOCIATED WITH, BUT NOT LIMITED TO, ELECTRICAL, MECHANICAL AND PLUMBING TRADES. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE OWNER FOR REVIEW. 12.CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED ROOF OR FLOOR. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. I. GENERAL General Structural Notes 1.VERSA-LAM TO COMPLY WITH ESR-1040. PARALLAM PSL AND MICROLLAMS LVL TO COMPLY WITH ESR-1387. 2.MICROLAMS LVL TO BE MAUFACTURED BY TRUS JOIST WITH THE FOLLOWING PROPERTIES: Fb = 2600 PSI Fv = 285 PSI E = 1.9 E6 PSI 3.NOTCH OR BORE MEMBERS ONLY WHERE APPROVED BY THE MANUFACTURER OR WHERE SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. IX. ENGINEERED WOOD PRODUCTS 280 D (E) W27x84 1.SHOP DRAWINGS, CALCULATIONS, SAMPLES, ETC. FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW A MINIMUM OF 15 WORKING DAYS PRIOR TO FABRICATION OF WORK: A.CONCRETE MIX DESIGN SHALL BE STAMPED AND SIGNED BY SUPPLIER'S PROFESSIONAL ENGINEER. B.STEEL REINFORCEMENT XI. SUBMITTALS ANY SUBSTITUTIONS TO THE PRODUCTS SPECIFIED 1.GRAVITY LOADS: A. DEADLOADS: VARY BASED ON ACTUAL BUILDING AND EQUIPMENT OPERATING WEIGHTS. B. LIVE LOADS: ROOF = 20 PSF (REDUCIBLE) C. SNOW LOADS: Pg = ZERO XII. DESIGN CRITERIA II IX. ENGINEERED WOOD PRODUCTS SANTA ANA I V. FLOOR: 50 PSF + 15 PSF PARTITIONS 1 2 3 4 5 A A.9 B.2 C D E E.2 F G 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEETS S7.0 FOR WOOD DETAILS AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. ROOF FRAMING PLAN NOTES & KEYNOTES: INDICATES (E) 3/4" PLYWOOD W/ 1 1/2" ELASTIZELL TOPPING, V.I.F.5. INDICATES (E) STEEL BEAM W/ SIZE PER PLAN, V.I.F. INDICATES (E) 18" TJI/60C @ 16" O.C., V.I.F. 7 6. INDICATES (E) Wx COLUMN, V.I.F.8. INDICATES (E) HSS COLUMN, V.I.F.9. (E) W30x116(E) W30x116 (E) W33x152(E) W33x152 (E) W30x108(E) W30x108 (E) W30x108(E) W30x108 (E) W33x152(E) W33x152 (E) W33x118 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E) W16x31 (E) W16x31 (E) W27x84 (E) W30x132 (E) W30x108 (E) W27x84 (E) W27x84 (E) W30x108 (E) W30x108 (E) W27x84 (E) W30x108 (E) W27x84 (E) W30x108(E) W27x84 N.I.C. N.I.C. N.I.C. N.I.C. (E) W30x108 1 PARTIAL MEZZANINE FRAMING PLAN 3/32" = 1'-0" N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.2 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS - Δ DATE REASON FOR ISSUE BY 2025-1218 PLAN CHECK BM ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com PARTIAL MEZZANINE FRAMING PLAN S2.0S0.2 ABBREVIATIONS YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D BM (E) (N) # & @ A.A. A.B. ABV ADD'L ADH ADJ AGGR AL ALT ANSI APPROX ARCH ASTM A.C. BTWN BLDG BLKG BM or BMS B.N. B.O. FTG BOT B.P. BRG B.S. BSMT C CANT C.I.P. C.J. CL CLG CLR CMU COL CONC CONN CONST CONT CP CSK CTR d DBL DEMO DET or DETS DETAIL or DETAILS DEMOLITION DOUBLE PENNY (NAIL SIZE) CENTER COUNTERSINK COMPLETE PENETRATION CONTINUOUS CONSTRUCTION CONNECTION CONCRETE COLUMN CONCRETE MASONRY UNIT CLEAR CEILING CENTERLINE CONSTRUCTION JOINT CAST IN PLACE CANTILEVER CHANNEL BASEMENT BOTH SIDES BEARING BASE PLATE BOTTOM BOTTOM OF FOOTING BOUNDARY NAILING BEAM or BEAMS BLOCKING BUILDING BETWEEN ASPHALT CONCRETE TESTING and MATERIALS AMERICAN SOCIETY for ARCHITECTURAL APPROXIMATE STANDARDS INSTITUTE AMERICAN NATIONAL ALTERNATE ALUMINUM AGGREGATE ADJACENT ADHESIVE ADDITIONAL ABOVE ANCHOR BOLT ADHESIVE ANCHOR AT AND NUMBER NEW EXISTING DIAG DIA or Ø DIM or DIMS DIST DK or DKG DN DO DWG or DWGS DWL or DWLS EA E.D. E.F. E.J. EL ELEC ELEV EMBED E.N. E.O. SLAB EQ EQUIP E.S. EV E.W. EXCAV EXP EXT FDN F.F. FIN FLR or FLRS F.N. F.O. F.O. CONC F.O. STUD(S) FPRF F.R.O. FRP F.S. FT FTG or FTGS GA GALV GL GLB GRND GR GYP BD HD H.D.G.HOT DIPPED GALVANIZED HOLDOWN GYPSUM BOARD GRADE GROUND GLU-LAM BEAM GLASS or GLAZING GALVANIZED GAUGE FOOTING or FOOTINGS FOOT AND FEET FAR SIDE PLASTIC FIBERGLASS REINFORCED FOR REFERENCE ONLY FIREPROOFING FACE OF STUD(S) FACE OF CONCRETE FACE OF FIELD NAILING FLOOR or FLOORS FINISH FAR FACE FOUNDATION EXTERIOR EXPANSION EXCAVATE or EXCAVATION EACH WAY EVERY EACH SIDE EQUIPMENT EQUAL EDGE OF SLAB EDGE NAILING EMBEDMENT ELEVATOR ELECTRICAL ELEVATION EXPANSION JOINT EACH FACE EDGE DISTANCE EACH DOWEL or DOWELS DRAWING or DRAWINGS DITTO DOWN DECK or DECKING DISTANCE DIMENSION or DIMENSIONS DIAMETER DIAGONAL HDR HK or HKS HORIZ or (H) H.P. H.S.B. HSS HT I.D. INFO JST or JSTS JT K.O. L LARR Ld Ldh LEV LLBB LLH LLV LOC LONGIT L.P. s LSL LSH LSV LT LVL L.W.C. MAX M.B. MECH M.E.P. MEZZ M.F. MFR MIN MISC MTD MTL N N.F. N.I.C. NO. or # NOM DIA N.S. N.T.S. N.W.C.NORMAL WEIGHT CONCRETE NOT TO SCALE NEAR SIDE NOMINAL DIAMETER NUMBER NOT IN CONTRACT NEAR FACE NORTH METAL MOUNTED MISCELLANEOUS MINIMUM MANUFACTURER MOMENT FRAME MEZZANINE PLUMBING MECHANICAL, ELECTRICAL, MECHANICAL MACHINE BOLT MAXIMUM LIGHT WEIGHT CONCRETE VENEER LUMBER MICROLLAM LAMINATED LIGHT LONG SIDE VERTICAL LONG SIDE HORIZONTAL STRAND LUMBER TIMBERSTRAND LAMINATED LAP SPLICE LENGTH LOW POINT LONGITUDINAL LOCATION LONG LEG VERTICAL LONG LEG HORIZONTAL LONG LEG BACK TO BACK LEVEL HOOK DEVELOPMENT LENGTH DEVELOPMENT LENGTH LOS ANGELES RESEARCH REPORT ANGLE KNOCK-OUT JOINT JOIST or JOISTS INFORMATION INSIDE DIAMETER HEIGHT HOLLOW STRUCTURAL SECTION HIGH STRENGTH BOLTS HIGH POINT HORIZONTAL HOOK or HOOKS HEADER O/ O.C. O.D. O.H. OPNG OPP OWJ OWSG OWSJ P.A.F. PARL PB PC or PCS PERP PL PLF PLYWD P.P. PR PRCST PSF PSL PT P-T P.T. PTN R or RAD REBAR REF REINF REQ'D REV RFG R.O. RSJ S.A.D. SCHED S.D.S. SECT S.E.D. SHT SHTG SIM SL S.M.D. S.M.S. S.O.G.SLAB ON GRADE SHEET METAL SCREW DOCUMENTS SEE MECHANICAL SLOPE SIMILAR SHEATHING SHEET DOCUMENTS SEE ELECTRICAL SECTION SELF DRILLING SCREW SCHEDULE DOCUMENTS SEE ARCHITECTURAL ROLLED STEEL JOIST ROUGH OPENING ROOFING REVISE OR REVISION REQUIRED REINFORCING REINFORCED or REFERENCE REINFORCING BAR RADIUS PARTITION PRESSURE TREATED POST TENSIONED POINT PARALLAM STRAND LUMBER POUNDS PER SQUARE FOOT PRECAST PAIR PLYWOOD PARTIAL PENETRATION POUNDS PER LINEAR FOOT PLATE PERPENDICULAR PIECE or PIECES POST BELOW PARALLEL POWDER ACTUATED FASTENER OPEN WEB STEEL JOIST OPEN WEB STEEL GIRDER OPEN WEB JOIST OPPOSITE OPENING OPPOSITE HAND OUTSIDE DIAMETER (DIM) ON CENTER OVER SPEC SQ S.S. STAG STD STIFF STIR S.N. STL STRUC S.E.O.R. SUBST SUSP SYM TMPD T&B T&G THK THRD THRU T.N. T.O. T.O. B.P. T.O. CONC T.O. STL T.O. SLAB TRANS TR TS TSG TYP U.O.N. URM VENT. VERT or (V) V.I.F. W/ W/O W or WF WD W.P. WT WWF X HVY XX HVY X STR XX STR DOUBLE EXTRA STRONG EXTRA STRONG DOUBLE EXTRA HVY EXTRA HEAVY WELDED WIRE FABRIC WEIGHT WORK POINT WOOD WIDE FLANGE WITHOUT WITH VERIFY IN FIELD VERTICAL VENTILATE UNREINFORCED MASONRY UNLESS OTHERWISE NOTED TYPICAL TAPERED STEEL GIRDER TUBE STEEL TREAD TRANSVERSE TOP OF STRUCTURAL SLAB TOP OF STEEL TOP OF CONCRETE TOP OF BASE PLATE TOP OF TOE NAIL THROUGH THREADED THICK TONGUE AND GROOVE TOP AND BOTTOM TEMPERED SYMMETRICAL SUSPENDED SUBSTITUTE OF RECORD STRUCTURAL ENGINEER STRUCTURAL STEEL STITCH NAILING STIRRUP or STIRRUPS STIFFENER STANDARD STAGGER or STAGGERED STAINLESS STEEL SQUARE SPECIFICATIONS SPECIFICATION or ABBREVIATIONS 1 2 3 4 5 A A.9 B.2 C D E E.2 F G 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEETS S7.0 FOR WOOD DETAILS AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. ROOF FRAMING PLAN NOTES & KEYNOTES: INDICATES (E) 3/4" PLYWOOD W/ 1 1/2" ELASTIZELL TOPPING, V.I.F.5. INDICATES (E) STEEL BEAM W/ SIZE PER PLAN, V.I.F. INDICATES (E) 18" TJI/60C @ 16" O.C., V.I.F. 7 6. INDICATES (E) Wx COLUMN, V.I.F.8. INDICATES (E) HSS COLUMN, V.I.F.9. (E) W30x116(E) W30x116 (E) W33x152(E) W33x152 (E) W30x108(E) W30x108 (E) W30x108(E) W30x108 (E) W33x152(E) W33x152 (E) W33x118 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E) W16x31 (E) W16x31 (E) W27x84 (E) W30x132 (E) W30x108 (E) W27x84 (E) W27x84 (E) W30x108 (E) W30x108 (E) W27x84 (E) W30x108 (E) W27x84 (E) W30x108(E) W27x84 N.I.C. N.I.C. N.I.C. N.I.C. (E) W30x108 1 PARTIAL MEZZANINE FRAMING PLAN 3/32" = 1'-0" N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.2 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS - Δ DATE REASON FOR ISSUE BY 2025-1218 PLAN CHECK BM ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com PARTIAL MEZZANINE FRAMING PLAN S2.0 11.INDICATES ORIENTATION OF PROPOSED STORAGE, SEE ZONES BELOW, CONTACT SEOR BEFORE REPOSITIONING 10.INDICATES 1-3/4x14 LVL @ 16" O.C., SEE 1/S7.0 INDICATES AREA INTENDED TO STORE 36"x48" MAIL/WIP HAMPERS, MAX WEIGHT OF 150 LBS PER HAMPER W/ ORIENTATION PER PLAN 3'-0" MIN TYP 12. 13. INDICATES AREA INTENDED TO STORE 40"x48" MATERIAL PALLETS, MAX WEIGHT OF 665 LBS PER PALLET W/ ORIENTATION PER PLAN, DO NOT STACK PALLETS 14. INDICATES AREA INTENDED TO STORE 18"x48" STORAGE RACKS, MAX WEIGHT OF 614 LBS PER RACK W/ ORIENTATION PER PLAN 3 S7.0 TYP @ LVL YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D BM 1 2 3 4 5 A A.9 B.2 C D E E.2 F G 1.SEE SHEETS S0.1 & S0.2 FOR GENERAL NOTES AND ABBREVIATIONS. 2.SEE SHEETS S7.0 FOR WOOD DETAILS AND SECTIONS. 3.VERIFY ALL DIMENSIONS AND FRAMING SIZES IN FIELD PRIOR TO CONSTRUCTION. 4.REMOVE AND REPLACE (E) WATERPROOFING AS REQUIRED. ROOF FRAMING PLAN NOTES & KEYNOTES: INDICATES (E) 3/4" PLYWOOD W/ 1 1/2" ELASTIZELL TOPPING, V.I.F.5. INDICATES (E) STEEL BEAM W/ SIZE PER PLAN, V.I.F. INDICATES (E) 18" TJI/60C @ 16" O.C., V.I.F. 7 6. INDICATES (E) Wx COLUMN, V.I.F.8. INDICATES (E) HSS COLUMN, V.I.F.9. (E) W30x116(E) W30x116 (E) W33x152(E) W33x152 (E) W30x108(E) W30x108 (E) W30x108(E) W30x108 (E) W33x152(E) W33x152 (E) W33x118 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E ) W 3 3 x 2 4 1 (E) W16x31 (E) W16x31 (E) W27x84 (E) W30x132 (E) W30x108 (E) W27x84 (E) W27x84 (E) W30x108 (E) W30x108 (E) W27x84 (E) W30x108 (E) W27x84 (E) W30x108(E) W27x84 N.I.C. N.I.C. N.I.C. N.I.C. (E) W30x108 1 PARTIAL MEZZANINE FRAMING PLAN 3/32" = 1'-0" N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN As indicated24026.2 sna1610ph4 - PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 COLLECTORS - Δ DATE REASON FOR ISSUE BY 2025-1218 PLAN CHECK BM ISSUE RECORD 3852 W. 157th Street Lawndale, CA 90260 PHONE: 562-673-0056 www.ardmorestructural.com PARTIAL MEZZANINE FRAMING PLAN S2.0 BM S7.0 WOOD FRAMING DETAILS & SECTIONS YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D 1 FLOOR STRENGHTENING AT RACK STORAGE 1"=1'-0" 3 FLOOR STRENGTHENING AT RACK STORAGE - END SUPPORT N.T.S. CL (E) TJI, TYP16" MAX, VIF CL LVLEQ EQ (E) TOPPING O/ (E) PLYWOOD PER PLAN, VIF (E) 18" TJI PER PLAN, VIF, TYP LVL PER PLAN @ 16" O.C. W/ SIMPSON 'A35' EA SIDE @ 24" O.C. STAGGERED W/ 8d INTO LVL & (6) PH612I SCREWS INTO (E) SHTG, FILL ALL HOLES, TYP EA JOIST BAY REMOVE & REPLACE (E) DRYWALL SECTION A-A (E) TOPPING O/ (E) PLYWOOD PER PLAN, VIF ALIGN, TYP CLIP PER 1/-, TYP LVL PER PLAN W/ SIMPSON 'U14' HANGER (E) TJI BEYOND, VIF, TYP (E) STEEL BEAM W/ 4x NAILER PER PLAN 4x10 FULL-DEPTH WEB FILLER W/ (2) 3/4" THRU BOLTS EA PIECE, TYP EXTENT OF LVLS PER PLAN, RIP WEB FILLER AS REQ'D, TYP EA SIDE OF STEEL BEAM 1-1/2" MIN TYP TYP 2" MIN STRUCTURAL CALCULATIONS FOR PLAN CHECK FLOOR STRENGTHENING COLLECTOR’S UNIVERSE PHASE 04 TI 1601 E. ST. ANDREWS PLACE SANTA ANA, CA 90705 ASE PROJECT NO. 24026.1 4 PAGES December 18, 2025 YourSpreadsheets Address line 1 and line 2 Telephone line 1 and Fax A GROUND BEAM GB2 REVISED.D B REMOVED GB32. ADDED NEW REINFORCEMENT TO GB4 AND GB12. ADDED NEW GB48. D C NEW LINKS ADDED TO GB23.D Job:Collector's Universe TI Designed By:BM Subject:Mass Takeoff Checked By: Job Number:24026 Date:11/19/2024 2nd Floor Flooring 2.0 psf 1.5" concrete topping 18.8 psf 3/4" plywood 3.5 psf 20" TJI at 16" o.c.3.0 psf 2 layers 5/8" drywall 5.5 psf MEP 3.0 psf Lights 1.0 psf T-bar ceiling 3.0 psf Misc.2.2 psf 2nd Floor DL =42.0 psf 2nd Floor LL =65.0 psf Page 1 of 4 Page 2 of 4 JOIST Series 60C NA=Not Applicable (not deep enough for web stiffener) Depth 18.00 WS=Web Stiffener required BG=Bearing too narrow or too wide JOIST RESISTIVE VERT. EI K WT. MOMENT SHEAR x 10 6 NAILS NAILS (plf) (ft-lb) (lb) (psi) REQ'D. REQ'D. NO YES NO YES NO YES NO YES NO YES 4.8 16130 2535 1829 5.3 1255 1885 1685 2320 4 - 16d 3130 3765 3675 4305 BG BG 4 - 16d LVL = Microllam LVL QUICK CALC WIDTH THICKNESS MATERIAL E SP = Southern Pine Uniform Live 101.53 plf TOTAL UNIFORM (full-length only) (in) (in)x 10 6 LSL = Timberstrand LSL Uniform Dead 56.667 plf 158.2 plf (psi) MSR = Machine Stress Rated Concentrated Live 0 lb TOTAL CONCENTRATED (@ midspan only) SS = Solid Sawn Concentrated Dead 0 lb 0 lb 3.50 1.750 LVL 2.00 #VALUE! = no value in database Span 24 ft Duration Factor 100% Repetitive Member? Yes 104% NET THICKNESS MATERIAL CRUSH Reaction 1898 lb Compare 1898 (DOL-adjusted value) to table above DEPTH (in) CAP. OSB = Performance Plus OSB Shear 1898 lb 75% (in) (psi) PLY = Plywood Moment 11390 ft-lb 68% AE = A/E OSB Live Deflection 0.488 in L/590 14.50 0.4375 AE #VALUE! = no value in database Total Deflection 0.760 in L/379 VALID FOR:• Simple spans (distance between points of zero moment) • Uniform loads, full-length ROUT ROUT ROUT ROUT FLANGE GLUE • Concentrated load at midspan CAP. DEPTH TIP WIDTH ANGLE BEARING SHEAR • Input load combination only, at input duration (lb/in) (in) (in) (degrees) STRESS (psi)DEFLECTION:Calculated according to NER-200 (psi)SHEAR:Conservative. Actual shear at bottom-bearing ends is calculated at inside face of support, which may be less than span (defined above). SS = Solid Sawn THICKNESS MATERIAL FIELD- PLANT- INTER- SKEW HEIGHT OSB = OSB (in) INSTALLED INSTALLED MEDIATE WIDTH (in) END INT. M=L = Microllam LVL WIDTH WIDTH WIDTH (in) BRNG. BRNG. T=S = Timberstrand LSL (in) (in) (in) NA = Not Applicable (not deep enough for web stiffener) 1 1/2 SS, M=L, T=S 3 1/2 3 1/2 #VALUE!5 1/2 #VALUE!4 - 16d 4 - 16d #VALUE! = no value in database NAILS REQ'D END REACTION (lb) 1-3/4" Bearing Lgth. 3-1/2" Bearing Lgth. BASIC PROPERTIES REACTION PROPERTIES 7" Bearing Lgth. INTERMEDIATE REACTION (lb) 5-1/4" Web Stiffeners Bearing Lgth. Bearing Lgth. 3-1/2" WEB STIFFENER WEB PROPERTIES ROUT PROPERTIES FLANGE PROPERTIES Web Stiffeners Web Stiffeners Web Stiffeners Web Stiffeners Page 3 of 4 Wood Beam LIC# : KW-06020694, Build:20.25.09.04 ARDMORE STRUCTURAL ENGINEERING (c) ENERCALC, LLC 1982-2025 DESCRIPTION:LVL at mid-tributary of (E) TJIs Project File: Collector's Universe Phase 04 TI.ec6 Project Title: Engineer: Project ID: Project Descr: Referenced Design Standard(s) : NDS 2018 Load Combination Set : IBC 2018 Code References Governing Code : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design iLevel Truss Joist MicroLam LVL 2.0 E 2600 2600 2510 750 2000 1016.535 285 1555 42.01 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2018 1.75x14 Span = 24.0 ft 1 2 L(0.0682) .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : L = 0.06820 , Tributary Width = 1.0 ft, ((E)LL and WIP Racks) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio Maximum Shear Stress Ratio 1.75x14 0.176 Section used for this span1.75x14 : 10.447 =: 1 Load Combination +D+L +D+L Span # where maximum occurs Span # 1 Location of maximum on span 12.000 ft 50.10 psi= 2,546.06 psi Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination = = = 285.00 psi== 0.000 ft= = 1,138.78 psi Maximum Deflection 450 >=360 407 Ratio =0 >=240 Max Downward Transient Deflection 0.640 in 0 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.707 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a NDS2018 NDS2018 Page 4 of 4 ELECTRICAL SHEET LIST SHEET NUMBER SHEET NAME E001 COVER SHEET E002 LIGHTING SCHEDULE E003 TITLE 24 FORMS E101 DEMOLITION PLAN - LEVEL 2 E201 LIGHTING PLAN - LEVEL 2 E301 POWER PLAN - LEVEL 2 E501 EMERGENCY EGRESS PLAN - LEVEL 2 E701 LIGHTING CONTROL DETAILS E801 SINGLE LINE DIAGRAM E901 PANEL SCHEDULES SIGNAL LEGEND FLUSH MOUNTED TELEVISION OUTLET MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N WIRELESS ACCESS POINT FLUSH MOUNTED TELECOM OUTLET MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N. PROVIDE 1"C. TO ACCESSIBLE CEILING SPACE WITH PULL STRING, U.O.N. SURFACE MOUNTED TELECOM OUTLET MOUNTED AT +15" AFF TO BOTTOM OF BOX U.ON. PROVIDE 1"C. TO ACCESSIBLE CEILING SPACE WITH PULL STRING, U.O.N. CEILING MOUNTED TELECOM OUTLET PUSH BUTTON BUZZER BELL WALL MOUNTED SPEAKER CEILING MOUNTED SPEAKER TV FLUSH FLOOR BOX WITH TELECOM OUTLET FIRE RATED POKE THRU WITH TELECOM OUTLET FLUSH MOUNTED WALL PHONE OUTLET MOUNTED AT +44" AFF TO TOP OF BOX U.O.N WAP B B S S SECURITY LEGEND ELECTRIC DOOR STRIKE DOOR CONTACT REMOTE DOOR RELEASE ELECTRONIC LOCK VIBRATION DETECTOR CARD READER KEYPAD GLASS BREAK MOTION SENSOR DOOR BREACH ALARM PANIC BUTTON / DURESS ALARM REQUEST TO EXIT ELECTRONIC HOLD OPEN ELECTRONIC PANIC HARDWARE ELECTRONIC MAGNETIC LOCK VIDEO CAMERA A CR KP ALARM CONTACT GB MS ES DC DR EL VD DA PB REX EHO EPH EML CONTROL LEGEND SURFACE MOUNTED SPST SWITCH MOUNTED AT +48" AFF TO TOP OF BOX U.O.N FLUSH MOUNTED SINGLE POLE STANDARD TOGGLE SWITCH MOUNTED AT +48" AFF TO TOP OF BOX U.O.N. LETTERING INDICATES QUANTITY OF SWITCHES AND DEVICES TO BE CONTROLLED. XX D = DIMMING SWITCH K = KEYED SWITCH P = PILOT LIGHT SWITCH R = MOMENTARY CONTACT SWITCH T = TIMER SWITCH 3 = THREE WAY SWITCH FLUSH INFRARED WALL OCCUPANCY SENSOR SINGLE BUTTON MOUNTED AT +48" AFF TO TOP OF BOX U.O.NOC FLUSH INFRARED WALL OCCUPANCY SENSOR DUAL BUTTON MOUNTED AT +48" AFF TO TOP OF BOX U.O.NOCab SURFACE INFRARED WALL OCCUPANCY SENSOR SINGLE BUTTON MOUNTED AT +48" AFF TO TOP OF BOX U.O.N SURFACE INFRARED WALL OCCUPANCY SENSOR DUAL BUTTON MOUNTED AT +48" AFF TO TOP OF BOX U.O.N ab OC OC XX U = ULTRA SONIC OCCUPANCY SENSOR DT = DUAL TECHNOLOGY OCCUPANCY SENSOROC CEILING MOUNTED INFRARED OCCUPANCY SENSOROC FLUSH MOUNTED OVERRIDE SWITCH STATION MOUNTED AT +48" AFF TO TOP OF BOX U.O.N. BUTTON CONFIGURATION AS NOTED PER FLOOR PLAN SURFACE MOUNTED OVERRIDE SWITCH STATION MOUNTED AT + 48" AFF TO TOP OF BOX U.O.N. BUTTON CONFIGURATION AS NOTED PER FLOOR PLAN PHOTOCELL MOUNTED AND ORIENTATED AS NOTED ON FLOOR PLAN O O PC DL CEILING MOUNTED DAY LIGHT SENSOR S S S ABBREVIATIONS AND DESCRIPTIONS A / AMP AMPERE ABV ABOVE ADA AMERICAN WITH DISABILITIES ACT AF AMPERE FRAME, AMPERE FUSE AFF / A.F.F.ABOVE FINISH FLOOR AFG, A.F.G.ABOVE FINISH GRADE AWG AMERICAN WIRE GAUGE AIC / A.I.C.AMPERE INTERRUPTING CAPACITY AS AMPERE SWITCH AT AMPERE TRIP ATS AUTOMATIC TRANSFER SWITCH AVG AVERAGE BKR BREAKER BLDG BUILDING BR BRANCH C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER CBC CALIFORNIA BUILDING CODE CEC CALIFORNIA ELECTRIC CODE CFC CALIFORNIA FIRE CODE CIRC / CKT CIRCUIT CL CENTER LINE CLG CEILING CO / C.O. CONDUIT ONLY COMM COMMUNICATIONS CSFM CALIFORNIA STATE FIRE MARSHALL CT CONTROL TRANSFORMER CONN CONNECTED CPT CONTROL POWER TRANSFORMER CTR CENTER DET DETAIL DIST DISTRIBUTION DP DISTRIBUTION PANEL (D) DEMOLISH DISC DISCONNECT DWG DRAWING DIA DIAMETER DIM DIMENSION EMT ELECTRICAL METALLIC TUBING EP EXPLOSION PROOF EM EMERGENCY EQP EQUIPMENT (E) EXISTING ELEC ELECTRICAL EMS EMERGENCY MANAGEMENT CONTROL SYSTEM ENT ELECTRICAL NON-METALLIC TUBING EPO / E.P.O EMERGENCY POWER OFF EF EXHAUST FAN EG EQUIPMENT GROUND EOL END OF LINE RESISTOR FACP FIRE ALARM CONTROL PANEL FL FLOOR FATC FIRE ALARM TERMINAL CABINET FA FIRE ALARM FLA FULL LOAD AMPS FT / 'FEET FIN FINISH G / GND GROUND GFCI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTION GEC GROUNDING ELECTRODE CONDUCTOR H / HGT HEIGHT HOA HAND OFF AUTO HP HORSEPOWER HACR HEATING AIR CONDITIONING REFRIGERATION HVAC HEATING, VENTILATING AND AIR CONDITIONING HPS HIGH PRESSURE SODIUM HID HIGH INTENSITY DISCHARGE IC INTERCOM IDF INTERMEDIATE DISTRIBUTION FRAME IN / "INCHES IMC INTERMEDIATE METAL CONDUIT IP INTERNET PROTOCOL IG ISOLATED GROUND JB / JBOX JUNCTION BOX KAIC KILOAMPERE INTERRUPTING CAPACITY KV KILOVOLT KVA KILOVOLT AMPERE KW KILOWATT KWH KILOWATT HOUR LTG / LTS LIGHTING LV LOW VOLTAGE LF LINEAR FEET KCMIL / MCM THOUSAND CIRCULAR MILS MAX MAXIMUM MDF MAIN DISTRIBUTION FRAME MECH MECHANICAL MH MANHOLE MTD MOUNTED MTG MOUNTING MIN MINIMUM MOCP MAXIMUM OVERCURRENT CIRCUIT PROTECTION MCA MINIMUM CIRCUIT AMPERES M.H. METAL HALIDE MCB MAIN CIRCUIT BREAKER MLO MAIN LUGS ONLY M METER MV MERCURY VAPOR MCC MOTOR CONTROL CENTER MFR MANUFACTURER NC NORMALLY CLOSED NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO NORMALLY OPEN NO. / #NUMBER NEC NATIONAL ELECTRICAL CODE NEMA NATIONAL ELECTRICAL MFR ASSOCIATION NF NON-FUSED NL NIGHT LIGHT NTS NOT TO SCALE OC ON CENTER OFCI OWNER FURNISH, CONTRACTOR INSTALLED P POLE PB PULL BOX PF POWER FACTOR PA PUBLIC ADDRESS PH /ø PHASE PNL PANEL PRIMARY OVER 600 VOLTS PC PHOTOCELL PDU POWER DISTRIBUTION UNIT PROVIDE FURNISH, INSTALL AND/OR CONNECT PT POTENTIAL TRANSFORMER PVC POLYVINYL CHLORIDE REQD REQUIRED REQT(S) REQUIREMENT(S) RM ROOM RMS ROOT MEAN SQUARE RGS RIGID GALVANIZED STEEL CONDUIT RECEPT RECEPTACLE SHT SHEET SW SWITCH SWBD SWITCHBOARD STC SIGNAL TERMINAL CABINET SCC SHORT CIRCUIT CURRENT SFD SMOKE FIRE DAMPER SECONDARY 600 VOLTS AND LESS SQ SQUARE TEL TELEPHONE TYP TYPICAL TC TIMECLOCK TEL/DAT TELEPHONE AND DATA TV TELEVISION TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION UL UNDERWRITERS LABORATORIES UON / U.O.N. UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY V VOLTAGE VA VOLT AMPERES VD VOLTAGE DROP VAV VARIABLE AIR VOLUME W WATTAGE OR WIRE WP WEATHERPROOF WAP WIRELESS ACCESS POINT XFMR TRANSFORMER X / (X) EXISTING XL / (XL) EXISTING TO BE RELOCATED XR / (XR) EXISTING TO BE REMOVED XN / (XN) EXISTING NEW LOCATION %Z PERCENTAGE IMPEDANCE WT WEIGHT WH WATER HEATER VFD VARIABLE FREQUENCY DRIVE UGPS UNDERGROUND PULL SECTION TEMP TEMPERATURE OR TEMPORARY SWGR METAL CLAD SWITCHGEAR SPEC SPECIFICATIONS REC RECESSED REFRIG REFRIGERATOR QTY QUANTITY PWR POWER N / NEUT NEUTRAL LBS POUNDS KS KNEE SPACE HR HOUR OR HOME RUN HZ HERTZ GC GENERAL CONTRACTOR GALV GALVANIZED EC ELECTRICAL CONTRACTOR CU COPPER CCTV CLOSED CIRCUIT TELEVISION AL ALUMINUM AC ALTERNATING CURRENT A/C AIR CONDITIONING DC DIRECT CURRENT EA EACH EXO DISCONNECT SWITCH SINGLE LINE LEGEND ELECTRONIC METERING UNIT CURRENT TRANSFORMER POTENTIAL TRANSFORMER DRAWOUT CIRCUIT BREAKER AMP FRAME AMP TRIP POLE CONFIGURATION ELECTRONIC TRIP FUNCTIONS FUSE TRANSFORMER 100AF 100AT 3 LSIG 100AS 100AF 3 CIRCUIT BREAKER 100AF 100AT 3 LSIG GROUNDING ELECTRODE 100AF 100AT 3 LSIG C NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT COIL SHUNT TRIPST SOLID STATESS XXXX PANEL HL1 TRANSIENT VOLTAGE SURGE SUPPRESSIONTVSS M + - PHOTOVOLTAIC PANEL (PV PANEL) AMP FRAME AMP TRIP POLE CONFIGURATION ELECTRONIC TRIP FUNCTIONS FUSED SWITCH AMP SWITCH AMP FUSE POLE CONFIGURATION ENCLOSED CIRCUIT BREAKER AMP FRAME AMP TRIP POLE CONFIGURATION ELECTRONIC TRIP FUNCTIONS + - + - FEEDER TAG AUTOMATIC TRANSFER SWITCH PACKAGE ENGINE GENERATOR PANEL BOARD STRINGER INVERTER EQUIPMENT LEGEND LIGHT FIXTURE DESIGNATIONF1 HL1-13 (R1) LIGHTING BRANCH CIRCUIT RELAY DESIGNATION IN LIGHTING IN CONTROL PANEL M HEAVY DUTY NON-FUSED DISCONNECT HEAVY DUTY FUSED DISCONNECT MOTOR STARTER, HOA, AUX CONTACTS, CPT, PILOT LIGHTS COMBINATION MOTOR STARTER, HOA, AUX CONTACTS, CPT, PILOT LIGHTS, WITH FUSED DISCONNECT SWITCH MECHANICAL EQUIPMENT TAG MOTOR RATED SWITCH SURFACE MOUNTED PANEL BOARD OR ELECTRICAL CABINET DISTRIBUTION SWITCHBOARD OR PANEL BOARD FLUSH MOUNTED PANEL BOARD OR ELECTRICAL CABINET VARIABLE FREQUENCY DRIVE. CONFIRM INTEGRAL DISCONNECTING MEANS WITH MECHANICAL AHU 1 F VFD T TRANSFORMER EMERGENCY POWER OFF BUTTONEPO SFD SMOKE FIRE DAMPER MOTOR S S FLUSH MOUNTED HALF HOT DUPLEX RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N XX HALF SHADED WIRING INDICATES CONTROLLED RECEPTACLE PER TITLE 24 SECTION 130.5(d) POWER LEGEND FLUSH MOUNTED DUPLEX RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N FLUSH MOUNTED QUAD RECEPTACLE MOUNTING HEIGHT TO BOTTOM OF BOX PER ARCHITECT ELEVATION SURFACED MOUNTED DUPLEX RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N SURFACE MOUNTED QUAD RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N FLUSH MOUNTED SINGLE RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N SURFACE MOUNTED SINGLE RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N CEILING MOUNTED DUPLEX RECEPTACLE CEILING MOUNTED QUAD RECEPTACLE FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE FLUSH FLOOR BOX WITH QUAD RECEPTACLE FLUSH FLOOR BOX WITH COMBINATION DUPLEX RECEPTACLE AND DATA OUTLET FLUSH FLOOR BOX WITH COMBINATION QUAD RECEPTACLE AND DATA OUTLET FIRE RATED POKE THRU WITH DUPLEX RECEPTACLE FIRE RATED POKE THRU WITH QUAD RECEPTACLE FIRE RATED POKE THRU WITH DUPLEX RECEPTACLE AND DATA OUTLET FIRE RATED POKE THRU WITH QUAD RECEPTACLE AND DATA OUTLET XX FLUSH MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N SURFACE MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N FLUSH MOUNTED JUNCTION BOX MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N SURFACE MOUNTED JUNCTION BOX MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N FLUSH FLOOR MOUNTED JUNCTION BOX CEILING MOUNTED JUNCTION BOX J GFCI IG S H AC GROUND FAULT CIRCUIT INTERRUPTER ISOLATED GROUND SURGE SUPPRESSOR HORIZONTAL MOUNTED MOUNT ABOVE COUNTER PER ARCHITECT ELEVATION PROVIDED WITH INTREGRAL USB PORTS RECEPTACLE CONTROLLED PER TITLE 24 202 SECTION 130.5(d) CLOCK TYPE = = = = CEILING MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE FLOOR MOUNTED SPECIAL NEMA CONFIGURATION RECEPTACLE = =RC =C FLUSH MOUNTED DUPLEX RECEPTACLE MOUNTING HEIGHT TO BOTTOM OF BOX PER ARCHITECT ELEVATION SURFACED MOUNTED DUPLEX RECEPTACLE MOUNTED AT COUNTER LEVEL PER ARCHITECT ELEVATION SURFACE MOUNTED QUAD RECEPTACLE MOUNTING TO BOTTOM OF BOX PER ARCHITECT ELEVATION FLUSH MOUNTED QUAD RECEPTACLE MOUNTED AT +15" AFF TO BOTTOM OF BOX U.O.N =USB RECEPTACLE POWER PACK MOUNTED IN ACCESSIBLE CEILING SPACE FOR AUTOMATIC CONTROL OF RECEPTACLE DEVICE J J J RC XX-XXX XX-XXX XX-XXX XX-XXX W 1. CONTRACTOR TO OBTAIN PERMISSION FOR ACCESS TO THE SITE FROM THE OWNER OR DESIGNATED OWNER REPRESENTATIVE TO VISIT THE SITE INCLUDING ALL AREAS OF WORK PRIOR TO BID. CONTRACTOR TO BE FAMILIARIZED WITH EXISTING CONDITIONS, VERIFY SAID CONDITIONS, DIMENSIONS, AND ROUTINGS PRIOR TO START OF CONSTRUCTION. REPORT ANY DISCREPANCIES TO OWNER / ARCHITECT / ENGINEER WITHIN 48 HOURS OF DISCREPANCIES FOUND. 2. CONTRACTOR SHALL CONFIRM ACCURACY OF PANEL BOARD INFORMATION PRIOR TO START OF WORK. REPORT ANY DISCREPANCIES TO OWNER / ARCHITECT / ENGINEER WITHIN 48 HOURS OF DISCREPANCIES FOUND. 3. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED. 4. ALL AREAS OUTSIDE THE SCOPE OF WORK SHALL BE PROTECTED IN PLACE AND REMAIN INTACT, U.O.N. 5. CONTRACTOR TO COORDINATE WITH OWNER ANY SHUTDOWN OF ELECTRICAL EQUIPMENT WITH 7 DAYS NOTIFICATION. CONTRACTOR TO INCLUDE OFF HOURS IN PRICING FOR THIS WORK. 6. ALL ELECTRICAL MATERIAL AND EQUIPMENT SHALL BE NEW BEARING A UL LISTING OR ACCEPTABLE NRTL LISTING FROM THE LOCAL AREA JURISDICTION. 7. CONTRACTOR SHALL COMPLY WITH THE CURRENT VERSION OF THE CALIFORNIA ELECTRICAL CODE 202 , STATE, LOCAL CODES, ORDINANCES, AND REGULATIONS. 8. WORK SHALL BE PERFORMED IN A SAFE MANNER AND NOT DISTURB OR AFFECT EXISTING BUILDING UTILITIES, OCCUPANTS, OR FINISHES WITHOUT PRIOR NOTICE AND APPROVAL FROM OWNER. 9. ALL CONDUIT RUN SHALL BE FIELD COORDINATED, LOCATE CONDUITS CLEAR OF OTHER TRADES, DOOR ACCESS, OR OTHER OBSTRUCTIONS. COORDINATE CONDUIT RUNS WITH OTHER TRADES PRIOR TO COMMENCEMENT OF WORK. 10. RUN ALL CONDUITS CONCEALED IN CEILING AND WALL SPACES, U.O.N. TO BE SURFACE MOUNTED. ALL CONDUIT PATHWAYS MUST MAINTAIN 6 INCHES CLEAR OF SOURCES OF HEAT, SUPPORT CONDUITS FROM STRUCTURE. 11. ALL BRANCH CIRCUITS TO BE PROVIDED WITH SEPARATE GREEN GROUND INSULATED CONDUCTOR. 12. ALL BRANCH CIRCUITS TO BE PROVIDED WITH SEPARATE WHITE NEUTRAL INSULATED CONDUCTOR. SHARED NEUTRAL IS ACCEPTABLE IF COMMON HANDLE TIE CIRCUIT BREAKERS ARE UTILIZED TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS PER NEC 210.4(B). 13. PROVIDE IDENTIFICATION TAGS FOR ALL WIRING, INSTALL TAGS AT END OF RUNS, INTERMEDIATE PULL BOXES, JUNCTION BOXES, CABINETS, ETC. 14. BRANCH CIRCUIT VOLTAGE DROP NOT TO EXCEED 3% FROM PANEL BOARD SOURCE. 15. LABEL ALL CIRCUIT BREAKERS IN ALL ELECTRICAL DISTRIBUTION PANELS AND SWITCHBOARDS. PROVIDE TYPE WRITTEN CIRCUIT DIRECTORY CARDS FOR ANY PANEL BOARD HAVING CIRCUIT MODIFICATIONS. 16. PROVIDE P-TOUCH LABELS ON ALL NEW OUTLETS, RACKS, PLUG MOLD, AND SWITCHES. 17. ALL CONDUITS PENETRATING ELECTRICAL/MECHANICAL SPACES OF RATED WALLS SHALL BE SEALED AND FIRE STOPPED. 18. ALL ELECTRICAL PENETRATIONS INTO COOLER OR FREEZER UNITS SHALL BE SEALED PER CEC SECTION 300-7. 19. NO PIPING, DUCTS OR EQUIPMENT FOREIGN TO ELECTRICAL EQUIPMENT SHALL BE PERMITTED TO BE LOCATED WITHIN THE DEDICATED SPACE ABOVE THE ELECTRICAL EQUIPMENT PER CEC 110.26(E) (1). 20. THE ENGINEER OF RECORD TAKES NO EXCEPTION TO THE USE OF MC CABLE WHERE ALLOWED BY CEC SECTION 330 AND PROVIDED MC CABLE IS ACCEPTABLE BY BUILDING OWNERSHIP. 21. CONTRACTOR SHALL REVIEW THE ARCHITECTURAL PLANS FOR NOTES OR DIRECTIVES THAT CONCERN ELECTRICAL INSTALLATIONS AND DETAILS. 22. CONDUIT/WIRING IS NOT PERMITTED TO BE INSTALLED ON THE ROOF OF A BUILDING AND WIRING ON THE EXTERIOR OF A BUILDING REQUIRES APPROVAL BY THE BUILDING OFFICIAL. GENERAL PROJECT NOTES PHOTOVOLTAIC LEGEND DC TO AC STRING INVERTER POTENTIAL INDUCED DEGRATION (PID) ENERGY BALANCER CABINET PHOTOVOLTAIC MODULE PANEL (PV PANEL) PHOTOVOLTAIC ARRAY (PV ARRAY) STRING NUMBER DESIGNATION INVERTER NUMBER DESIGNATIONS#.# PID WIRING LEGEND RACEWAY EXPOSED RACEWAY TURNED UP RACEWAY TURNED DOWN RACEWAY CAPPED AND STUBBED.PROVIDE PERMANENT GROUND MARKER FOR UNDERGROUND INSTALLATIONS BRANCH CIRCUIT RACEWAY HOME RUN BACK TO ELECTRICAL EQUIPMENT AS NOTED BRANCH CIRCUIT RACEWAY WITH 3#12, 1#12N, 1#12GND, 3/4"C. MAXIMUM THREE BRANCH CIRCUITS PER HOME RUN, U.O.N. BRANCH CIRCUIT RACEWAY WITH 3#10, 1#10N, 1#10GND, 3/4"C. MAXIMUM THREE BRANCH CIRCUITS PER HOME RUN, U.O.N. CABLE TRAY POINT OF CONNECTION TO EQUIPMENT SURFACE MOUNTED WIRE MOLD RACEWAY SYSTEM. X = 1, 2 OR 3 CHANNEL RACEWAY BRANCH CIRCUIT RACEWAY TO BE DEMOLISH BRANCH CIRCUIT RACEWAY CONCEALED IN WALL OR CEILING BRANCH CIRCUIT RACEWAY CONCEALED IN FLOOR OR UNDERGROUND L1-1 #10 WMX E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 3 6 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 23008.00 E001 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver COVER SHEET COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY NOTE: 1.) ON/OFF TIME TO BE DETERMINED BY FACILITY OPERATORS. EXISTING LIGHTING CONTROL PANEL 'LCP' RELAY SOURCE PANEL CIRCUIT INPUT VOLTAGE OVERRIDE ZONE CONTROLLER LOCATION CONTROLLED ZONE ON/OFF TIME PHOTOCELL NOTES 1 2LA 1 277 R1, R2 2ND FLR ELEC RM OPEN OFFICE 200 YES YES 1 4 2 3 5 6 SPARE - - - - - - - - 7 - - - - - - - - 8 - - - - - - - - 2LA 3 277 R3 2ND FLR ELEC RM OPEN OFFICE 200 YES NO 1 2LA 5 277 R4 2ND FLR ELEC RM OPEN OFFICE 200 YES 1 2LA 4 277 R5 2ND FLR ELEC RM OPEN OFFICE 200 YES 1 2LA 7 277 R6 2ND FLR ELEC RM STORAGE 213 YES 1 NO NO NO SPARE SPARE LIGHT FIXTURE SCHEDULE NOTES: 1. QUANTITY COLUMN SHOWN IS FOR REFERENCE ONLY. CONTRACTOR TO CONFIRM COUNTS PRIOR TO ORDER. 2. CONTRACTOR TO VERIFY DIMMING COMPATIBILTY OF ALL FIXTURE TYPES WITH OWNER SELECTED DIMMING CONTROLS. 3. CONTRACTOR TO PROVIDE ALL REMOTE POWER SUPPLIES AND MOUNTING ACCESSORIES REQUIRED TO INSTALL A COMPLETE AND OPERATIONAL SYSTEM. 4. VERIFY ALL MOUNTING HEIGHTS AND FIXTURE LENGTHS WITH ARCHITECTURAL ELEVATIONS PRIOR TO ORDERING. 5. ALL LINEAR FIXTURES TO BE SEAMLESS WITH FULLY ILLUMINATED SECTIONS AND MATCH PATTTERN PER ARCHITECTURAL PLANS. 6. BATTERY PACKS IN EMERGENCY LIGHT FIXTURES TO BE TITLE 20 COMPLIANT. LIGHTING FIXTURE SCHEDULE CALLOUT FIXTURE IMAGE DESCRIPTION INPUT WATTS LAMP FIXTURE LUMENS EGRESS LUMENS COLOR TEMP CRI MANUFACTURER MODEL MOUNTING VOLTS DIMMING QTY F1A EXISTING LED 2'X4' TROFFER FIXTURE 47 VA LED 6000 lm 0 lm 3500 K 80 LITHONIA 2BLT4 RECESSED 277 V 0-10V 189 F1AE EXISTING LED 2'X4' TROFFER FIXTURE, PROVIDED WITH 10W EMERGENCY BATTERY BACKUP. 47 VA LED 6000 lm 1275 lm 3500 K 80 LITHONIA 2BLT4 SERIES RECESSED 277 V 0-10V 26 X1 LED EXIT SIGN, MATCH EXISTING BUILDING STANDARD, PROVIDE 90 MINUTE EMERGENCY BATTERY BACKUP. 5 VA LED 0 lm 0 lm 0 K - LITHONIA EDG SERIES UNIVERSAL 277 V NONE 3 X2 LED EXIT SIGN, MATCH EXISTING BUILDING STANDARD, PROVIDE 90 MINUTE EMERGENCY BATTERY BACKUP. 5 VA LED 0 lm 0 lm 0 K - LITHONIA EDG SERIES UNIVERSAL 277 V NONE 2 Grand total: 220 220 E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 3 7 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 12" = 1'-0"23008.00 E002 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver LIGHTING SCHEDULE COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1 LIGHTING FIXTURE SCHEDULE SCALE: NONE ISSUE RECORD ∆ DATE REASON FOR ISSUE BY E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 3 7 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 23008.00 E003 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver TITLE 24 FORMS COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1 TITLE 24 FORMS SCALE: NONE ISSUE RECORD ∆ DATE REASON FOR ISSUE BY FE C FEC FE C OC OC O O A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 MDF 211 OFFICE 212 (E) WOMENS X (E) MENS X (E) SHOWER X (E) SHOWER X (E) ELEC X (E) JAN X (E) ELEC 214 (E) ELEC 201 MTRL CONVEYOR X OPEN OFFICE 200 XR 2PA-9 F1A XL F1A XL F1A XL F1A XL F1A XL F1A XL F1A XL XR X T-250 25 0 2L A 2P C 2P D T-2PC 1 2 3 3 3 3 3 2L B 2P B 2P A 33 33 F1A X 5 F1A X F1AE X R1 F1A X R2 F1A X R3 F1AE X R3 F1A X R3 F1A X R3 F1AE X R4 F1A X R4 F1A X R4 F1AE X R4 F1A X R5 F1A X R5 F1A X R1 F1A X R2 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R2 F1A X R1 F1AE X R1 F1A X R2 F1A X R3 F1AE X R3 F1A X R3 F1A X R3 F1AE X R4 F1A X R4 F1A X R4 F1AE X R4 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R2 F1A X R1 F1A X R1 F1A X R2 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R5 F1A X R5 F1AE X R1 F1A X R2 F1A X R3 F1AE X R3 F1A X R3 F1A X R3 F1AE X R4 F1A X R4 F1A X R4 F1AE X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R2 F1A X R1 F1A X R1 F1A X R2 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1AE X R1 F1A X R2 F1A X R3 F1AE X R3 F1A X R3 F1A X R3 F1AE X R4 F1A X R4 F1A X R4 F1AE X R4 F1A X R3 F1A X R3 F1A X R3 F1A X R3 F1A X R4 F1A X R4 F1A X R4 F1A X R4 F1A X R6 F1AE X R5 F1A X R5 F1A X R6 F1A X R6 F1AE X R6 F1A X R6 F1A X R6 F1A X R6 F1A X R6 F1A X R6 F1AE X R6 F1A X R6 F1A X R6 F1A X R6 F1A X R6 F1A X R6 F1A X R6 F1AE X R6 F1A X R6 F1A X R6 F1A X R6 F1A X R6 F1AE X R6 F1A X R6 F1A X R5 F1AE X R5 F1AE X R6 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R6 F1AE X R5 F1A X R5 F1A X R5 F1AE X R5 F1AE X R6 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R6 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R5 F1A X R6 F1AE X R5 F1A X R5 F1A X R5 F1AE X R5 F1AE X R6 F1A X R5 F1A X R5 F1A X R5 F1A X R6 F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 XF1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A X R5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 X R6 X R1,2,3,4,5 X1 2LA-4 X X1 2LA-7 X 11 E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 3 9 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 3/32" = 1'-0"23008.00 E101 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver DEMOLITION PLAN -LEVEL 2 COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1. EXISTING LIGHT FIXTURES AND CONTROL DEVICES TO BE REMOVED IN THIS AREA, RECEPTACLES MARKED WITH (X) ARE TO REMAIN, RECEPTACLES MARKED WITH (XR) ARE TO BE REMOVED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DEMOLITIONS SCOPE OF WORK. 2. EXISTING AREA TO REMAIN. NOT IN SCOPE OF WORK. 3. APPROXIMATE LOCATION OF EXISTING ELECTRICAL EQUIPMENT TO REMAIN. 4. NOT USED. 5. EXISTING CONTROL DEVICE TO BE REMOVED. DISCONNECT EXISTING LIGHT FIXTURE(S) IN AREA FROM EXISTING AREA CONTROLS. 6. EXISTING LIGHT FIXTURE BE DISCONNECTED FROM EXISTING LIGHTING BRANCH CIRCUIT AND RELAY. 3/32" = 1'-0" DEMOLITION PLAN - LEVEL 2 1 GENERAL NOTES 1. ALL ELECTRICAL DEVICES ARE EXISTING TO REMAIN, U.O.N. 2. DEMOLISH CONDUIT AND CONDUCTORS BACK TO SOURCE PANEL OR NEAREST EXISTING TO REMAIN JUNCTION BOX SERVING OTHER NOT IN SCOPE AREAS. 3. CONTRACTOR TO FIELD VERIFY BRANCH CIRCUITRY PRIOR TO COMMENCEMENT OF WORK. 4. CONTRACTOR TO MAINTAIN CIRCUITRY CONTINUITY TO EXISTING SPACE OUTSIDE THIS SCOPE OF WORK. 5. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL DEMOLITION REQUIREMENTS. 6. ELECTRICAL CONTRACTOR TO MAKE EXISTING ELECTRICAL SYSTEM SAFE FOR DEMO CONTRACTOR. ELECTRICAL CONTRACTOR TO IDENTIFY CONDUIT SYSTEMS THAT ARE TO REMAIN AND CAREFULLY WALK WITH DEMO CONTRACTOR EXPLAINING WHAT NEEDS TO STAY. IT IS THE DEMO CONTRACTOR AND GENERAL CONTRACTORS RESPONSIBILITY TO SET THIS MEETING UP AND MAKE SURE THAT THE COMMUNICATION ON WHAT STAYS IS CRYSTAL CLEAR. ITEMS THAT STAY (FEEDERS TO PANELS ETC) SHOULD BE CLEARLY MARKED ON SITE WITH RED PAINT. ANYTHING MARKED RED SHALL NOT BE DEMO OR REMOVED. SHEET KEYNOTES# ISSUE RECORD ∆ DATE REASON FOR ISSUE BY FE C FEC FE C OC OC O O OC OC A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 MDF 211 OFFICE 212 (E) WOMENS X (E) MENS X (E) SHOWER X (E) SHOWER X (E) ELEC X (E) JAN X (E) ELEC 214 (E) ELEC 201 MTRL CONVEYOR X OPEN OFFICE 200 2LA F1A 2LA-2 XN F1A 2LA-2 XN F1A 2LA-2 XN F1A 2LA-2 XN F1AE 2LA-1 X R1 F1A 2LA-1 X R2 F1A 2LA-3 X R3 F1AE 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1AE 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1AE 2LA-5 X R4F1A 2LA-1 X R1 F1A 2LA-1 X R2 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-1 X R1 F1A 2LA-1 X R2 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1AE 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1AE 2LA-5 X R4 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1AE 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-1 X R2 F1AE 2LA-1 X R1 F1A 2LA-1 X R1 F1A 2LA-1 X R2 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-4 X R5 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-1 X R2 F1A 2LA-1 X R1 F1AE 2LA-1 X R1 F1A 2LA-1 X R2 F1A 2LA-3 X R3 F1AE 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1AE 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1AE 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-1 X R2 F1A 2LA-1 X R1 F1A 2LA-1 X R1 F1A 2LA-1 X R2 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1AE 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1AE 2LA-5 X R4 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-1 X R2 F1AE 2LA-1 X R1 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-3 X R3 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-5 X R4 F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-5 X R4 F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-2 X F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-2 XN F1A X 3 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 1 2 1 2 1 2 1 2 4 X X R1,2,3,4,5 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1A 2LA-7 X R6 F1AE 2LA-3 X R3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D LCP 6 7 8 X1 2LA-7 X X1 2LA-4 X X2 2LA-7 X1 2LA-7 X2 2LA-7 F1A 2LA-3 XN R3 F1A 2LA-3 XN R3 F1A 2LA-3 R3 11 9 9 9 E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 4 0 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 3/32" = 1'-0"23008.00 E201 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver LIGHTING PLAN -LEVEL 2 COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 3/32" = 1'-0" LIGHTING PLAN - LEVEL 2 1 1. CONTRACTOR TO MAINTAIN CIRCUITRY CONTINUITY TO EXISTING SPACE OUTSIDE THIS SCOPE OF WORK. 2. SEE SHEET E002 FOR LIGHTING FIXTURE SCHEDULE. 3. SEE SHEET E501 FOR EGRESS PHOTOMETRIC CALCULATIONS. 4. SEE SHEET E701 FOR ADDITIONAL REQUIREMENTS. 5. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL REQUIREMENTS. 6. PROVIDE DUAL-TECHNOLOGY CEILING MOUNTED OCCUPANCY SENSOR FOR RESTROOM AREAS. 7. DO NOT SWITCH EXIT SIGNS UNITS OR LIGHT FIXTURES LABELED "NL" (ON CONTINUOUSLY). 8. PARTIAL "OFF" OCCUPANCY SENSOR IN CORRIDORS AND STAIRWELLS. OCCUPANCY SENSOR TO REDUCE THE LIGHT POWER DENSITY BY 50% WHEN THE SPACE BECOMES UN-OCCUPIED. GENERAL NOTES 1. PRIMARY SIDE LIT DAY LIGHTING BOUNDARY ZONE. 2. SECONDARY SIDE LIT DAY LIGHTING BOUNDARY ZONE. 3. APPROXIMATE LOCATION OF EXISTING ELECTRICAL EQUIPMENT. 4. INTERCEPT AND EXTEND EXISTING LIGHTING CONTROLS IN AREA TO EXISTING LIGHT FIXTURE AS SHOWN. 5. INTERCEPT AND EXTEND EXISTING LIGHTING BRANCH CIRCUIT AND CONTROLS TO EXISTING LIGHT FIXTURES IN AREA AS SHOWN. 6. APPROXIMATE LOCATION OF EXISTING LIGHTING CONTROL PANEL. 7. EXISTING OVERRIDE SWITCH FOR CONTROL OF 'OPEN OFFICE 200' 8. EXISTING OVERRIDE SWITCH FOR CONTROL OF 'GROWTH 213' 9. INTERCEPT AND EXTEND EXISTING LIGHTING BRANCH CIRCUIT AND CONTROLS TO NEW/RELOCATED LIGHT FIXTURES IN AREA AS SHOWN. SHEET KEYNOTES# ISSUE RECORD ∆ DATE REASON FOR ISSUE BY FE C FEC FE C CR CR CR CR CR CR CR J J CRCRCRCRCR F F F F JJ JJ JJ JJ JJ JJ JJ JJ J J J JJ J J JJJ JJ J J J JJ J J JJJ JJ J J J JJ J J JJJ JJ J J J JJ J J JJJ JJ J J J JJ J J JJJ JJ J J J JJ J J J CR A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 MDF 211 OFFICE 212 (E) WOMENS X (E) MENS X (E) SHOWER X (E) SHOWER X (E) ELEC X (E) JAN X (E) ELEC 214 (E) ELEC 201 MTRL CONVEYOR X OPEN OFFICE 200 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 MDF 211 OFFICE 212 (E) WOMENS X (E) MENS X (E) SHOWER X (E) SHOWER X (E) ELEC X (E) JAN X (E) ELEC 214 (E) ELEC 201 MTRL CONVEYOR X OPEN OFFICE 200 2L A T-250 25 0 2P C 2P D T-2PC 1 1 1 1 1 1 X 2PA-5 X 2PA-5 X 2PA-5 X 2PA-5 X 2PA-5 X 2PA-7 X 2PA-7 X 2PA-7 X 2PA-7 X 2PA-7 X 2PA-9 X 2PA-9 X 2PA-9 X 2PA-9 2P A 2P B 11 2L B 1 3 X 2PA-40 X 2PA-40 X 2PA-38 X 2PA-38 X 2PA-38 X 2PA-42 X 2PA-42 X 2PA-42 X 2PA-42 2PA -24 X 2PA-8 X 2PA-8 X 2PA-8 X 2PA-8 3 2PA -11 X 2PA -11 X 2PA -11 X 2PA-13 X 2PA-13 X 2PA-13 X 2PA-13 X 2PA-21 X 2PA-21 X 2PA-21 X 2PA-21 X 2PA-21 X 2PA-21 2PA-2 2PA-4 4 5 6 CU-1-1 CU-1-2 FC-1-1 FC-1-2 9 9 2PA-21,23 3/4"C,2#8,#8N,#8G 7 8 2PA-25,27 3/4"C,2#8,#8N,#8G 78 10 11 10 2PA -25,27 2PA -21,23 2PA-24 2PB-11 2PB-1,3 2PB-9 2PB-5,7 2PB-13,15 2PB-21 2PB-17,19 2PB-23 2PB-25,27 2PB-33 2PB-29,31 2PB-35 2PB-2,4 2PB-10 2PB-6,8 2PB-12 2PB-14,16 2PB-22 2PB-18,20 2PB-24 2PB-30,32 2PB-26,28 2PB-34 2PB-36 2PC-5,72PC-1,3 2PC-9 2PC-11 2PC-13,15 2PC-21 2PC-17,19 2PC-23 2PC-25,27 2PC-33 2PC-29,31 2PC-35 2PC-45 2PC-37,39 2PC-41,43 2PC-47 2PC-61,63 2PC-71 2PC-65,67 2PC-69 2PC-16 2PC-12,14 2PC-18 2PC-8,10 2PC-24,26 2PC-28 2PC-20,22 2PC-30 2PC-32,34 2PC-40 2PC-36,38 2PC-42 2PC-44,46 2PC-52 2PC-48,50 2PC-54 2PD-23 2PD-17,19 2PD-13,15 2PD-21 2PD-11 2PD-5,7 2PD-9 2PD-1,3 2PC-66 2PC-60,62 2PC-64 2PC-56,58 2PD-6 2PD-2,292PD-42PD-25,27 2PD-12,14 2PD-18 2PD-162PD-8,10 2PD-28 2PD-24,26 2PD-30 2PD-20,22 2PA-29 GFCI WP 12 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 2 TYP. 11 2PA-22 13 2PA -22 13 2PB-40 11 14 E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 4 1 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 3/32" = 1'-0"23008.00 E301 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver POWER PLAN -LEVEL 2 COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 3/32" = 1'-0" POWER PLAN - LEVEL 2 1 1. SEE ARCHITECTURAL SHEETS FOR ADDITIONAL REQUIREMENTS. 2. COORDINATE WITH TENANT IT PERSONNEL FOR DEVICE LOCATIONS PRIOR TO ROUGH IN. 3. SEE MECHANICAL AND PLUMBING DRAWINGS FOR ADDITIONAL REQUIREMENTS. 4. DATA DEVICE LOCATIONS TO BE MOUNTED ADJACENT TO POWER WIRE DEVICE AT SAME ELEVATION, U.O.N. 5. PROVIDE RING AND STRING FROM DATA DEVICE LOCATION TO ACCESSIBLE CEILING SPACE. 6. CONTRACTOR TO PROVIDE P-TOUCH LABELS ON ALL TENANT WIRING DEVICES INCLUDING PANEL NAME AND CIRCUIT DESIGNATION. 7. ALL WIRING DEVICES 15 TO 20 AMPERE INSTALLED IN KITCHENS OR WITHIN 6' OF SINK OUTSIDE EDGES SHALL HAVE GROUND FAULT CIRCUIT INTERRUPTER PROTECTION (GFCI) PER CEC 210.8(B). 8. PROVIDE #10 CONDUCTOR SERVING MODULAR FURNITURE SYSTEMS AND MODULAR FURNITURE EQUIPMENT.. 9. SEE ARCHITECTURALLY DRAWINGS FOR DIMENSIONED LOCATIONS OF POKE THRU DEVICES PRIOR TO ROUGH IN. 10. CONTRACTOR TO MAINTAIN CIRCUITRY CONTINUITY TO EXISTING SPACE OUTSIDE THIS SCOPE OF WORK. GENERAL NOTES 1. APPROXIMATE LOCATION OF EXISTING ELECTRICAL EQUIPMENT TO REMAIN. 2. PROVIDE NEW TWO CHANNEL POWER POLE FOR POWER AND DATA, POWER POLE TO MATCH EXISTING BUILDING STANDARDS. PROVIDE #10 CONDUCTORS TO POWER POLES AND MODULAR FURNITURE EQUIPMENT. VERIFY WITH ARCHITECT FOR EXACT LOCATIONS PRIOR TO ROUGH IN. 3. EXISTING AREA TO REMAIN NO NEW SCOPE OF WORK. 4. INTERCEPT AND EXTEND EXISTING CONVENIENCE RECEPTACLE BRANCH CIRCUIT FOR CONNECTION TO NEW DUPLEX RECEPTACLE. 5. PROVIDE RECESSED DUAL-GANG OUTLET FOR TV. VERIFY HEIGHT WITH ARCHITECT PRIOR TO ROUGH-IN. 6. PROVIDE COMBINATION POWER/DATA/AV POKE THRU DEVICE (MANUFACTURER WIREMOLD SERIES 6AT). PROVIDE 1-1/2"C.O. WITH PULL STRING FOR A/V FROM TV WALL JUNCTION BOX, DOWN WALL VOID SPACE, AND INTO POKE-THRU DEVICE. COVER PLATE FINISH BY ARCHITECT PRIOR TO ROUGH IN. PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION. 7. APPROXIMATE LOCATION OF NEW MECHANICAL UNIT SHOWN THROUGH FROM ROOF FOR REFERENCE. SEE MECHANICAL SHEETS FOR ADDITIONAL REQUIREMENTS. 8. PROVIDE 60 AMP, 250V, 1-PHASE, HEAVY DUTY, NEMA 3R, FUSED DISCONNECT SWITCH WITH 40 AMP FUSES. COORDINATE FINAL FUSE TYPE AND SIZE WITH EQUIPMENT NAMEPLATE PRIOR TO ROUGH IN. 9. PROVIDE 3/4" C.O. FOR LINE VOLTAGE CONTROL WIRES TO FAN COIL UNIT. LINE VOLTAGE CONTROL WIRES TO BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. 10. PROVIDE 60 AMP, 250V, 1-PHASE, NEMA 1, FUSED DISCONNECT SWITCH WITH 40 AMP FUSES. COORDINATE FINAL FUSE TYPE AND SIZE WITH EQUIPMENT NAMEPLATE PRIOR TO ROUGH IN. 11. PROVIDE 3/4" C.O. FOR LINE VOLTAGE CONTROL WIRES TO ROOFTOP CONDENSING UNIT. LINE VOLTAGE CONTROL WIRES TO BE PROVIDED AND INSTALLED BY MECHANICAL CONTRACTOR. 12. ELECTRICAL CONTRACTOR TO PROVIDE STANCHION MOUNTED WEATHER RESISTANT, GFCI AND EXTRA DUTY LISTED WORK RECEPTACLE WITHIN 25'-0" OF EQUIPMENT ON ROOF. 13. APPROXIMATE LOCATION OF NEW CONDENSATE PUMP. COORDINATE EXACT POINT OF CONNECTION WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. 14. APPROXIMATE LOCATION OF NEW DRINKING FOUNTAIN. PROVIDE GFCI CIRCUIT BREAKER. SEE ELECTRICAL PANEL SCHEDULE. COORDINATE EXACT POINT OF CONNECTION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. SHEET KEYNOTES# ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 1.2 1.7 1.2 1.7 1.2 1.7 1.1 1.5 1.0 1.3 0.8 1.0 0.7 0.9 0.6 0.8 0.6 0.7 0.6 0.7 0.7 0.8 0.7 0.9 0.9 1.1 1.0 1.3 1.2 1.6 1.3 1.8 1.3 1.8 1.3 1.8 1.2 1.6 1.0 1.4 1.7 2.1 2.4 2.5 2.2 1.8 0.9 1.1 1.4 1.6 1.8 1.8 1.7 1.4 0.8 1.0 1.1 0.8 0.8 0.9 0.3 0.3 0.7 0.8 0.9 0.4 0.4 0.8 0.8 0.9 0.5 0.5 0.8 0.9 1.0 0.7 0.6 1.0 1.1 1.2 0.9 0.7 1.1 1.3 1.5 1.2 1.0 0.7 0.7 0.7 0.7 0.8 1.0 1.4 1.9 2.7 3.5 0.6 0.6 0.7 0.8 1.0 1.4 2.0 2.9 3.8 4.3 4.2 0.8 0.7 0.7 0.8 0.9 1.1 1.4 1.9 2.6 3.4 0.7 0.6 0.7 0.8 1.0 1.4 2.0 2.8 3.6 4.1 4.0 0.8 0.8 0.8 0.7 0.7 0.9 0.9 0.9 0.8 0.8 1.0 1.0 1.1 0.9 0.9 1.1 1.2 1.3 1.1 1.0 1.2 1.4 1.6 1.4 1.2 1.4 1.6 2.0 1.8 1.4 1.6 1.9 2.4 2.2 1.7 1.7 2.1 2.7 2.5 1.8 1.7 2.1 2.8 2.7 1.9 1.7 2.1 2.7 2.5 1.8 1.6 1.9 2.4 2.2 1.6 1.4 1.6 1.9 1.8 1.4 1.2 1.4 1.6 1.4 1.1 1.1 1.2 1.3 1.1 0.9 1.0 1.0 1.1 0.9 0.8 0.9 0.9 1.0 0.8 0.7 0.9 0.9 1.0 0.8 0.7 0.9 1.0 1.1 0.9 0.8 1.0 1.1 1.2 1.1 0.9 1.2 1.3 1.5 1.3 1.1 1.3 1.6 1.9 1.7 1.3 1.5 1.8 2.3 2.1 1.6 1.6 2.0 2.7 2.5 1.7 1.6 2.1 2.8 2.6 1.8 1.6 2.0 2.7 2.4 1.7 1.5 1.8 2.3 2.1 1.5 1.3 1.5 1.9 1.6 1.2 A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 MDF 211 OFFICE 212 (E) WOMENS X (E) MENS X (E) SHOWER X (E) SHOWER X (E) ELEC X (E) JAN X (E) ELEC 214 (E) ELEC 201 MTRL CONVEYOR X OPEN OFFICE 200 11 E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 4 1 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 3/32" = 1'-0"23008.00 E501 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver EMERGENCY EGRESS PLAN - LEVEL 2 COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 3/32" = 1'-0" EMERGENCY EGRESS PLAN - LEVEL 2 1 AVERAGE FOOT-CANDLES MAXIMUM FOOT-CANDLES MINIMUM FOOT-CANDLES MINIMUM TO MAXIMUM FC RATIO MAXIMUM TO MINIMUM FC RATIO AVEREGE TO MINIMUM FC RATIO EGRESS PHOTOMETRIC SCHEDULE 1.41 4.3 0.3 0.07 14.54 4.77 1. VALUE SHOWN FOR EGRESS POINT BY POINT ARE IN FOOT-CANDLE MEASUREMENTS. 2. DO NOT SWITCH EXIT SIGNS UNITS (ON CONTINUOUSLY). 3. THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES BUILDING SPACE IS SERVED, IN ACCORDANCE WITH CA. BUILDING CODE, SECTION 1006 AND 1011.5. 4. MEANS OF EGRESS ILLUMINATION LEVEL SHALL BE NOT LESS THAN 1-FOOT CANDLE AT THE WALKING SURFACE AND EQUIPPED WITH MINIMUM 90 MINUTE BATTERY BACKUP WHERE REQUIRED. 5. ADDITIONAL ILLUMINATION EXIT SIGNS MAY BE REQUIRED BY FIRE DEPARTMENT TO ADEQUATELY INDICATE PATH OF EGRESS. GENERAL NOTES ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 1 2 3 4 ON OFF 1 2 3 4 ON OFF 1 2 3 4 ON OFF PRODUCT LEGEND PRODUCT NUMBER DESCRIPTION NWSX PDT LV DX WH 1 CHANNEL ON/OFF TOGGLE, DIMMING WITH INTEGRSL DUAL TECHNOLOGY OCCUPANCY SENSOR NPODM DX WH 1 CHANNEL ON/OFF TOGGLE, RAISE/LOWER DIMMING NPODM 2P DX WH 2 CHANNEL ON/OFF TOGGLE, RAISE/LOWER DIMMING NPODM 4P DX WH 4 CHANNEL ON/OFF TOGGLE, RAISE/LOWER DIMMING NOPD GFX WH SCENE CONTROLLER WITH 16 CHANNEL DIMMING CONTROL NCM ADCX DZ AUTOMATIC DIMMING CONTROL PHOTOCELL - SEILING MOUNT, LOW VOLTAGE DUAL ZONE (NO WIRES) NCM 10 STANDARD RANGE 360 DEGREE SENSOR-CEILING MOUNT, LOW VOLTAGE, PIR OCCUPANCY SENSOR NCM PDT 10 STANDARD RANGE 360 DEGREE SENSOR-CEILING MOUNT, LOW VOLTAGE, DUAL TECHNOLOGY (PDT) NPP16 PL T24 16 AMP RELAY PACK FOR PLUG LOAD CONTROL; CHASE NIPPLE MOUNTING NPP16 D 16 AMP RELAY PACK FOR 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTING NPP16 D ER 16 AMP RELAY PACK FOR 0-10V DIMMING CONTROL WITH UL 924 EM SHUNT; CHASE NIPPLE MOUNTING NSP5 PCD 2W 120/277V, 5 AMP RELAY PACK FOR 2 WIRE INCANDESCENT DIMMING CONTROL NSP5 PCD ELV 120 120/277V, 5 AMP RELAY PACK FOR ELECTRIC LOW VOLTAGE DIMMING CONTROL NSP5 PCD MLV 120/277V, 5 AMP RELAY PACK FOR MAGNETIC LOW VOLTAGE DIMMING CONTROL LIGHT FIXTURE CAT 5 NLITE ENABLE LIGHT FIXTURE (EMERGENCY) CAT 5 CAT 5CAT 5 CAT 5 CAT 5 CAT 5 CAT 5 CAT 5 NCM ADCX DZ NCM PDT 9 NPODM 4P DX WM NLITE ENABLE LIGHT FIXTURE (EMERGENCY) PRIMARY DAYLIT ZONE SECONDARY DAYLIT ZONE NPODM 4P DX WM NPP16 D J B O X NEUTRAL (WHITE) LINE (BLACK/ORANGE) J B O X NPP16 D H N 277V LTG BRANCH CKT 0- 1 0 V D I M M I N G ( V I O L E T ) 0- 1 0 V D I M M I N G ( G R E Y ) LO A D ( B L U E ) 0- 1 0 V D I M M I N G ( V I O L E T ) 0- 1 0 V D I M M I N G ( G R E Y ) LO A D ( B L U E ) 0- 1 0 V D I M M I N G ( V I O L E T ) 0- 1 0 V D I M M I N G ( G R E Y ) LO A D ( B L U E ) NPODM 4P DX WM OR NWSX PDT LV DX WH CAT 5 CAT 5 CAT 5 CAT 5 CAT 5 CAT 5 CAT 5 CAT 5 PRIMARY DAYLIT ZONE SECONDARY DAYLIT ZONE NLITE ENABLE LIGHT FIXTURE NLITE ENABLE LIGHT FIXTURE NLITE ENABLE LIGHT FIXTURE NLITE ENABLE LIGHT FIXTURE NLITE ENABLE LIGHT FIXTURE NLITE ENABLE LIGHT FIXTURE H N 277V LTG BRANCH CKT NCM PDT 9NCM ADCX DZ H N 277V LTG BRANCH CKT NPP16 D J BOX FROM LINE (BLACK/ORANGE) FROM BUILDING NEUTRAL (WHITE) TO LOAD (BLUE) CAT 5 CAT 5 CAT 5 CAT 5 NPODM DX WM NPODM DX WM NCM 10 NLITE ENABLE LIGHT FIXTURE (EMERGENCY) TO 0-10V DIMMING BALLAST (GREY) TO 0-10V DIMMING BALLAST (VIOLET) LARGE OPEN OFFICE AREA DIAGRAM PRIVATE OFFICES / CONFERENCE ROOMS / SUPPORT SPACES HALLWAY DIAGRAM ON/OFF ON/OFF GENERAL NOTES: 1. ALL LIGHTING CONTROL PRODUCT ARE SPECIFIED AROUND ACUITY BRANDS CONTROLS, U.O.N. OR EQUAL CONTROL MANUFACTURERS ARE AVAILABLE. CONTRACTOR TO PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM. 2. SEE LIGHTING FLOOR PLAN FOR FIXTURE TYPES, CONTROL DEVICE LOCATIONS, AND ADDITIONAL REQUIREMENTS. E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 4 2 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 12" = 1'-0"23008.00 E701 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver LIGHTING CONTROL DETAILS COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY SCALE: 12" = 1'-0" LIGHTING CONTROL DETAILS1 4000 AF 4000 AT 3P M EXISTING SCE CONDUIT AND CONDUCTORS SCE EXISTING 12KV CIRCUIT EXISITNG SCE PADMOUNT TRANSFORMER UGPS 4000A EXISTING SWITCHBOARD 'MS2' 4000A, 480/277V, 3Ø, 4W NG UGPS 4000A EXISTING SWITCHBOARD 'MS1' 2000A, 480/277V, 3Ø, 4W TO EXISTING SWITCHBOARD 'MSB1' EXISTING FEEDER EXISTING SCE CONDUIT AND CONDUCTORS NG 2000 AF 2000 AT 3P LSIG SPARE EXISTING FEEDER 2000 AF 2000 AT 3P LSIG EXISTING SWITCHBOARD 'MSB' 2000A, 480/277V, 3Ø, 4W EXISTING FEEDER 1200 AF 1000 AT 3P EXISTING FEEDER ATS-3/EDB3 SPARE 2000 AF 2000 AT 3P M 2000 AF 2000 AT 3P LSIG EXISTING FEEDER ATS-UPS SPARE 400 AF 200 AT 3P EXISTING FEEDER 800 AF 800 AT 3P 600 AF 600 AT 3P EXISTING PANEL 2LB 400 AF 400 AT 3P EXISTING FEEDER EXISTING PANEL 1LA EXISTING DISTRIBUTION BOARD 'DPA' 800A, 480/277V, 3Ø, 4W 400 AF 400 AT 3P EXISTING FEEDER SPARE 100 AF 100 AT 3P EXISTING FEEDER EXISTING PANEL 2LA 175 AF 175 AT 3P EXISTING FEEDER 200 AF 200 AT 3P EXISTING FEEDER EXISTING PANEL WLA 100 AF 100 AT 3P EXISTING PANEL EV1 200 AF 200 AT 3P EXISTING FEEDER EXISTING PANEL WLB EXISTING XFMR 'T-1' 150KVA 480-208Y/120V NEMA 1EXISTING EXISITNG FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING FEEDER EXISTING WIREWAY EXISTING PANEL 2PA EXISTING FEEDER EXISTING PANEL 2PB EXISTING PANEL 1PA EXISTING FEEDER EXISTING PANEL 1PB 200 AF 200 AT 3P F 200 AF 200 AT 3P F EXISTING FEEDER EXISTING FEEDER EXISTING XFMR 'T-1PF' 75 KVA 480-208Y/120V NEMA 1EXISTING EXISITNG FEEDER EXISTING FEEDER EXISTING XFMR 'T-1PC' ---KVA 480-208Y/120V NEMA 1EXISTING EXISTING FEEDER EXISTING PANEL 1PC EXISTING FEEDER EXISTING PANEL EW1PB (1PD) EXISTING FEEDER EXISTING PANEL 1PE EXISTING XFMR 'T-2PC' 75KVA 480-208Y/120V NEMA 1EXISTING EXISITNG FEEDER EXISTING FEEDER EXISTING PANEL 2PC EXISTING PANEL 2PD EXISITNG FEEDER EXISTING EXISTING PANEL 1PF EXISTING FEEDER EXISTING PANEL 1PG UPS EXISITNG FEEDER EXISTING PANEL UPS EXISTING FEEDER EXISTING FEEDER EXISTING XFMR 'T-EV1' 75 KVA 480-208Y/120V NEMA 1EXISTING EXISTING FEEDER 1 1 2 2 2 22 EXISTING PANEL 250 EXISTING FEEDER EXISTING XFMR 'T-250' 15 KVA 480-208Y/120V NEMA 1EXISTING EXISTING FEEDER 2 3 3 3 3 E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 4 2 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t NONE23008.00 E801 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver SINGLE LINE DIAGRAM COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1. ALL ELECTRICAL DEVICE SHOWN ARE EXISTING TO REMAIN. 2. ALL ELECTRICAL FEEDER CONDUIT AND CONDUCTORS ARE EXISTING TO REMAIN. 3. ELECTRICAL PANELS ARE EXISTING TO REMAIN WITH MODIFIED LOADS. GENERAL NOTES 1. EXISTING BREAKER WITH EXISTING LOAD TO REMAIN. 2. EXISTING BREAKER WITH REVISED LOAD PER TENANT IMPROVEMENT. 3. PROVIDE NEW CIRCUIT BREAKER. NEW CIRCUIT BREAKER TO MATCH EXISTING MANUFACTURER AND AIC VALUES. 4. PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER. SHEET KEYNOTES# ISSUE RECORD ∆ DATE REASON FOR ISSUE BY SCALE:NONE SINGLE LINE DIAGRAM1 VOLTAGE DROP SCHEDULE DEVICE FEEDER BRANCH CIRCUIT TOTAL VOLTAGE DROP VOLTAGE DROP WIRE SIZE MAX VOLTAGE DROP CIRCUIT NUMBER WIRE SIZE MSB 0.00% 0.00% 1LA 0.04% 600kcmil 0.04% T-1 0.05% 250kcmil 0.05% 2PA 1.21% 4/0 2.75% 11 #12 3.96% 2PB 1.30% #1 1.73% 36 #10 3.03% DPA 0.04% (3)300kcmil 0.04% 2LA 0.31% #1 2.68% 7 #12 2.99% T-250 0.00% 0.00% 250 0.00% #1 0.00% 2LB 0.00% 0.00% T-2PC 0.47% 1/0 0.47% 2PC 0.37% #1 !!! 3.42% !!! 66 #10 3.79% 2PD 0.45% #1 !!! 3.68% !!! 6 #10 4.13% EXISTING 1315150 VA 100.00% 1315150 VA KITCHEN EQUIPMENT 0 VA 0.00% 0 VA NONCONTINUOUS 0 VA 0.00% 0 VA HEATING 0 VA 0.00% 0 VA CONTINUOUS 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND AMPS:1633 A RECEPTACLES 33420 VA 64.96% 21710 VA TOTAL EST. DEMAND:1357.5 kVA OTHER MOTORS 8112 VA 100.00% 8112 VA TOTAL CONN. AMPS:1644 A LARGEST MOTOR 0 VA 0.00% 0 VA TOTAL CONN. LOAD:1367 kVA LIGHTING 10036 VA 125.00% 12545 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND SWITCHBOARD TOTALS 466.9 kVA 457.1 kVA 442.8 kVA 5 1LA 46.6 48.7 42.1 400 A 3 3-1/2"C, 3-600kcmil, 600kcmil N, #2G 4 (X) PANEL 2LB 33.3 33.3 33.3 0 A 3 1/2"C, 3#12, #12N, #12G 3 (X) UPS 99.8 99.8 99.8 0 A 3 1/2"C, 3#12, #12N, #12G 2 (X) DIST. BOARD EDB3 166.3 166.3 166.3 0 A 3 1/2"C, 3#12, #12N, #12G 1 DPA 120.9 109.0 101.3 800 A 3 (3)3"C, 3-300kcmil, 300kcmil N, 1/0G CKT CIRCUIT DESCRIPTION A B C BREAKER... POLES WIRE SIZE NOTE EXISTING FED FROM NEUTRAL LUGS Standard MOUNTING FLOOR BUS AMPS 2,000 MAIN BKR MCB 2000A ROOM VOLTS 480Y/277 Wye 3P 4W AIC 50000 MSB EXISTING 321100 VA 100.00% 321100 VA KITCHEN EQUIPMENT 0 VA 0.00% 0 VA NONCONTINUOUS 0 VA 0.00% 0 VA HEATING 0 VA 0.00% 0 VA CONTINUOUS 0 VA 0.00% 0 VA TOTAL ESTIMATED DEMAND AMPS:401 A RECEPTACLES 0 VA 0.00% 0 VA TOTAL EST. DEMAND:333.6 kVA OTHER MOTORS 0 VA 0.00% 0 VA TOTAL CONN. AMPS:398 A LARGEST MOTOR 0 VA 0.00% 0 VA TOTAL CONN. LOAD:331 kVA LIGHTING 10036 VA 125.00% 12545 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND SWITCHBOARD TOTALS 120.9 kVA 109.0 kVA 101.3 kVA 10 BUSSED SPACE -- -- -- -- 3 1/2"C, 3#12, #12N, #12G 9 BUSSED SPACE -- -- -- -- 3 1/2"C, 3#12, #12N, #12G 8 BUSSED SPACE -- -- -- -- 3 1/2"C, 3#12, #12N, #12G 7 BUSSED SPACE -- -- -- -- 3 1/2"C, 3#12, #12N, #12G 6 SPARE 0.0 0.0 0.0 0 A 3 1/2"C, 3#12, #12N, #12G 5 (X) T-1PC 37.0 34.8 36.0 0 A 3 1/2"C, 3#12, #12N, #12G 4 (X) PANEL WLA 28.7 21.4 13.2 0 A 3 1/2"C, 3#12, #12N, #12G 3 (X) T-EV1 16.6 16.6 16.6 0 A 3 1/2"C, 3#12, #12N, #12G 2 (X) PANEL WLB 33.3 33.3 33.3 0 A 3 1/2"C, 3#12, #12N, #12G 1 2LA 5.3 2.9 2.2 100 A 3 1-1/2"C, 3#1, #1N, #8G CKT CIRCUIT DESCRIPTION A B C BREAKER... POLES WIRE SIZE NOTE EXISTING FED FROM MSB NEUTRAL LUGS Standard MOUNTING FLOOR BUS AMPS 800 MAIN BKR MLO ROOM VOLTS 480Y/277 Wye 3P 4W AIC 42000 DPA MAIN ELEC RM MAIN ELEC RM E19124 Exp. 06/30/26REGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA RYANW.BERTALAN ELE C T R I CAL N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 1 0 : 5 1 : 4 3 A M C: \ U s e r s \ r w i l s o n \ D o c u m e n t s \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4. M E P 2 6 _ r w i l s o n 9 Y V 9 U . r v t 23008.00 E901 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver PANEL SCHEDULES COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1 PANEL SCHEDULES SCALE: NONE ISSUE RECORD ∆ DATE REASON FOR ISSUE BY BALANCED THREE PHASE AMPS 165 A 151 A TOTAL KVA 137.38 kVA 125.67 kVA EXISTING 95.85 kVA 95.85 kVA 100.00% RECEPTACLES 33.42 kVA 21.71 kVA 64.96%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS 8.11 kVA 8112 VA 100.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING Not Computed Not Computed 0.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...170.56 178.27 152.07 170.56 178.27 152.07 TOTAL CONNECTED KVA BY...46.56 48.70 42.12 46.56 48.70 42.12 41 -- BUSSED SPACE -- 18.06 -- -- 42 39 -- BUSSED SPACE -- 21.66 -- -- 40 37 -- BUSSED SPACE -- 19.35 T-1 250 A 38 35 0 A (X) SITE LTG 3.30 0.00 SPARE 0 A 36 33 0 A (X) SITE LTG 3.30 0.00 SPARE 0 A 34 31 0 A (X) SITE LTG 3.30 0.00 SPARE 0 A 32 29 0 A (X) SITE LTG 3.30 2.00 -- -- 30 27 0 A (X) SITE LTG 3.30 2.00 -- -- 28 25 0 A (X) SITE LTG 3.30 2.00 (X) FC-4 0 A 26 23 -- -- 4.15 2.00 -- -- 24 21 -- -- 4.15 2.00 -- -- 22 19 0 A (X) HP-90 4.15 2.00 (X) CU-4 0 A 20 17 0 A SPARE 0.00 2.00 -- -- 18 15 0 A (X) LTG 3.30 2.00 -- -- 16 13 0 A (X) LTG 2.20 2.00 (X) FC-3 0 A 14 11 0 A (X) LTG 1.01 2.00 -- -- 12 9 0 A (X) LTG 0.63 2.00 -- -- 10 7 0 A (X) LTG 2.78 2.00 (X) CU-3 0 A 8 5 0 A (X) LTG 2.30 2.00 (X) EXT WALLPACK LTG 0 A 6 3 0 A (X) LTG 2.36 2.00 (X) EXT WALLPACK LTG 0 A 4 1 0 A (X) LTG 1.48 2.00 (X) EXT WALLPACK LTG 0 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE:EXISTING FED FROM:MSB NEUTRAL:100%LUGS:Standard MOUNTING:SURFACE BUS AMPS:400 MAIN BKR:MLO LOCATION: VOLTS:480Y/277 Wye A.I.C. RATING:42000 1LA BALANCED THREE PHASE AMPS 12 A 15 A TOTAL KVA 10.34 kVA 12.85 kVA EXISTING 0.30 kVA 0.30 kVA 100.00% RECEPTACLES Not Computed Not Computed 0.00%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS Not Computed Not Computed 0.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING 10.04 kVA 12.55 kVA 125.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...19.49 10.79 7.83 19.49 10.79 7.83 TOTAL CONNECTED KVA BY...5.29 2.88 2.17 5.29 2.88 2.17 41 -- BUSSED SPACE -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- BUSSED SPACE -- 28 25 -- BUSSED SPACE -- -- BUSSED SPACE -- 26 23 -- BUSSED SPACE -- -- BUSSED SPACE -- 24 21 -- BUSSED SPACE -- -- BUSSED SPACE -- 22 19 -- BUSSED SPACE -- -- BUSSED SPACE -- 20 17 -- -- 0.10 -- BUSSED SPACE -- 18 15 -- -- 0.10 0.00 SPARE 20 A 16 13 0 A (X) SUBMETER 0.10 0.00 SPARE 20 A 14 11 0 A SPARE 0.00 0.00 SPARE 20 A 12 9 0 A SPARE 0.00 0.00 SPARE 20 A 10 7 20 A (X) GROWTH 213 LTG 2.84 0.00 SPARE 20 A 8 5 20 A (X) OPEN OFFICE 200 LTG 2.07 0.00 SPARE 20 A 6 3 20 A (X) OPEN OFFICE 200 LTG 2.21 0.57 (X) OPEN OFFICE 200 LTG 20 A 4 1 20 A (X) OPEN OFFICE 200 LTG 0.94 1.41 (X) OFFICE 201-212 LTG 20 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE:EXISTING FED FROM:DPA NEUTRAL:100%LUGS:Standard MOUNTING:SURFACE BUS AMPS:100 MAIN BKR:MLO LOCATION:(E) ELEC 201 VOLTS:480Y/277 Wye A.I.C. RATING:14000 2LA BALANCED THREE PHASE AMPS 164 A 131 A TOTAL KVA 59.07 kVA 47.36 kVA EXISTING 17.54 kVA 17.54 kVA 100.00% RECEPTACLES 33.42 kVA 21.71 kVA 64.96%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS 8.11 kVA 8112 VA 100.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING Not Computed Not Computed 0.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...162.92 182.12 150.53 162.92 182.12 150.53 TOTAL CONNECTED KVA BY...19.35 21.66 18.06 19.35 21.66 18.06 41 0 A SPARE 0.00 0.72 (X) CONFERNECE 210 REC 0 A 42 39 0 A SPARE 0.00 0.72 (X) OFFICE 229 REC 0 A 40 37 0 A (X) OFFICE 237 REC 0.72 0.72 (X) OFFICE 230 REC 0 A 38 35 0 A (X) OFFICE 238 REC 0.72 0.72 (X) OFFICE 231 REC 0 A 36 33 0 A (X) MEETING RM 239 REC 1.08 0.72 (X) OFFICE 232 REC 0 A 34 31 0 A SPARE 0.00 0.72 (X) OFFICE 233 REC 0 A 32 29 20 A ROOFTOP REC 0.18 0.72 (X) OFFICE 234 REC 0 A 30 27 -- -- 2.03 0.72 (X) OFFICE 235 REC 0 A 28 25 40 A CU-1-1, FC-1-1 2.03 0.72 (X) OFFICE 236 REC 0 A 26 23 -- -- 2.03 0.36 CONFERENCE 210 REC 20 A 24 21 40 A CU-1-2, FC-1-2 2.03 0.36 MDF 211 CDP-1 20 A 22 19 -- -- 0.10 0.00 SPARE 0 A 20 17 -- -- 0.10 0.00 SPARE 0 A 18 15 0 A (X) SUBMETER 0.10 0.00 SPARE 0 A 16 13 0 A (X) OPEN OFFICE 220 REC 0.72 0.00 SPARE 0 A 14 11 20 A REC 0.54 0.00 SPARE 0 A 12 9 0 A (X) OPEN OFFICE 220 REC 0.90 0.72 (X) OFFICE 225 REC 0 A 10 7 0 A (X) OPEN OFFICE 220 REC 0.90 0.72 (X) OFFICE 226 REC 0 A 8 5 0 A (X) OPEN OFFICE 220 REC 0.72 0.00 SPARE 0 A 6 3 0 A (X) ELEC RM 245 REC 1.00 0.54 OPEN OFFICE 200 REC 20 A 4 1 0 A (X) ELEC RM 245 REC 1.00 0.54 OPEN OFFICE 200 REC 20 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE:EXISTING FED FROM:T-1 NEUTRAL:100%LUGS:Feed Through MOUNTING:SURFACE BUS AMPS:225 MAIN BKR:MLO LOCATION:(E) ELEC 201 VOLTS:208Y/120 Wye A.I.C. RATING:10,000 2PA BALANCED THREE PHASE AMPS 90 A 61 A TOTAL KVA 32.46 kVA 22.01 kVA EXISTING 1.56 kVA 1.56 kVA 100.00% RECEPTACLES 30.90 kVA 20.45 kVA 66.18%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS Not Computed Not Computed 0.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING Not Computed Not Computed 0.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...87.20 89.85 94.15 87.20 89.85 94.15 TOTAL CONNECTED KVA BY...10.46 10.74 11.26 10.46 10.74 11.26 41 0 A SPARE 0.00 0.70 (X) EF-1 0 A 42 39 0 A SPARE 0.00 0.18 DRINKING FOUNTAIN REC 20 A 40 37 0 A SPARE 0.00 0.86 (X) EF-2 0 A 38 35 20 A OPEN OFFICE 200 REC 0.96 0.96 OPEN OFFICE 200 REC 20 A 36 33 20 A OPEN OFFICE 200 REC 0.96 0.96 OPEN OFFICE 200 REC 20 A 34 31 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 32 29 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 30 27 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 28 25 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 26 23 20 A OPEN OFFICE 200 REC 0.96 0.96 OPEN OFFICE 200 REC 20 A 24 21 20 A OPEN OFFICE 200 REC 0.96 0.96 OPEN OFFICE 200 REC 20 A 22 19 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 20 17 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 18 15 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 16 13 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 14 11 20 A OPEN OFFICE 200 REC 0.96 0.96 OPEN OFFICE 200 REC 20 A 12 9 20 A OPEN OFFICE 200 REC 0.96 0.96 OPEN OFFICE 200 REC 20 A 10 7 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 8 5 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 6 3 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 4 1 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE:EXISTING FED FROM:2PA NEUTRAL:100%LUGS:Standard MOUNTING:SURFACE BUS AMPS:100 MAIN BKR:MLO LOCATION:(E) ELEC 201 VOLTS:208Y/120 Wye A.I.C. RATING:10000 2PB MAIN ELEC RM 1. ALL ELECTRICAL DEVICE SHOWN ARE EXISTING TO REMAIN. 2. ALL ELECTRICAL FEEDER CONDUIT AND CONDUCTORS ARE EXISTING TO REMAIN. 3. ELECTRICAL PANELS ARE EXISTING TO REMAIN WITH MODIFIED LOADS. GENERAL NOTES 1. EXISTING BREAKER WITH EXISTING LOAD TO REMAIN. 2. EXISTING BREAKER WITH REVISED LOAD PER TENANT IMPROVEMENT. 3. PROVIDE NEW CIRCUIT BREAKER. NEW CIRCUIT BREAKER TO MATCH EXISTING MANUFACTURER AND AIC VALUES. 4. PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER CIRCUIT BREAKER. SHEET KEYNOTES# 1 1 2 1 3 1 2 1 1 2 BALANCED THREE PHASE AMPS 206 A 166 A TOTAL KVA 171.14 kVA 137.74 kVA EXISTING 94.34 kVA 94.34 kVA 100.00% RECEPTACLES 76.80 kVA 43.40 kVA 56.51%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS Not Computed Not Computed 0.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING Not Computed Not Computed 0.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...204.78 215.25 199.28 204.78 215.25 199.28 TOTAL CONNECTED KVA BY...56.52 59.42 55.20 56.52 59.42 55.20 41 -- BUSSED SPACE -- -- BUSSED SPACE -- 42 39 -- BUSSED SPACE -- -- BUSSED SPACE -- 40 37 -- BUSSED SPACE -- -- BUSSED SPACE -- 38 35 -- BUSSED SPACE -- -- BUSSED SPACE -- 36 33 -- BUSSED SPACE -- -- BUSSED SPACE -- 34 31 -- BUSSED SPACE -- -- BUSSED SPACE -- 32 29 -- BUSSED SPACE -- -- BUSSED SPACE -- 30 27 -- BUSSED SPACE -- -- BUSSED SPACE -- 28 25 -- BUSSED SPACE -- -- BUSSED SPACE -- 26 23 -- -- 6.80 -- BUSSED SPACE -- 24 21 -- -- 6.80 -- BUSSED SPACE -- 22 19 0 A (X) CU-1 6.80 -- BUSSED SPACE -- 20 17 -- -- 6.80 -- BUSSED SPACE -- 18 15 -- -- 6.80 -- BUSSED SPACE -- 16 13 0 A (X) HP-120B 6.80 -- BUSSED SPACE -- 14 11 -- -- 6.80 0.50 -- -- 12 9 -- -- 6.80 0.50 -- -- 10 7 0 A (X) HP-120A 6.80 0.50 (X) SUBMETER 0 A 8 5 -- -- 5.50 28.80 -- -- 6 3 -- -- 5.50 33.02 -- -- 4 1 0 A (X) HP-90B 5.50 30.12 T-2PC 125 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE: FED FROM: NEUTRAL:100%LUGS:Standard MOUNTING:SURFACE BUS AMPS:100 MAIN BKR:MLO LOCATION:(E) ELEC 201 VOLTS:480Y/277 Wye A.I.C. RATING:14000 2LB BALANCED THREE PHASE AMPS 255 A 162 A TOTAL KVA 91.94 kVA 58.54 kVA EXISTING 15.14 kVA 15.14 kVA 100.00% RECEPTACLES 76.80 kVA 43.40 kVA 56.51%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS Not Computed Not Computed 0.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING Not Computed Not Computed 0.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...252.69 276.86 240.00 252.69 276.86 240.00 TOTAL CONNECTED KVA BY...30.12 33.02 28.80 30.12 33.02 28.80 83 84 81 82 79 80 77 78 75 76 73 74 71 20 A OPEN OFFICE 200 REC 0.96 2.40 (X) LOAD 0 A 72 69 20 A OPEN OFFICE 200 REC 0.96 6.12 (X) LOAD 0 A 70 67 20 A OPEN OFFICE 200 POWER POLE 0.80 6.12 (X) LOAD 0 A 68 65 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 66 63 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 64 61 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 62 59 0 A SPARE 0.00 0.80 OPEN OFFICE 200 POWER POLE 20 A 60 57 0 A (X) LOAD 0.50 0.80 OPEN OFFICE 200 POWER POLE 20 A 58 55 0 A SPARE 0.00 0.80 OPEN OFFICE 200 POWER POLE 20 A 56 53 0 A SPARE 0.00 0.96 OPEN OFFICE 200 REC 20 A 54 51 0 A SPARE 0.00 0.96 OPEN OFFICE 200 REC 20 A 52 49 0 A SPARE 0.00 0.80 OPEN OFFICE 200 POWER POLE 20 A 50 47 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 48 45 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 46 43 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 44 41 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 42 39 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 40 37 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 38 35 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 36 33 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 34 31 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 32 29 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 30 27 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 28 25 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 26 23 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 24 21 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 22 19 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 20 17 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 18 15 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 16 13 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 14 11 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 12 9 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 10 7 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 8 5 20 A OPEN OFFICE 200 POWER POLE 0.80 8.80 -- -- 6 3 20 A OPEN OFFICE 200 POWER POLE 0.80 8.80 -- -- 4 1 20 A OPEN OFFICE 200 POWER POLE 0.80 8.00 2PD 100 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE: FED FROM:T-2PC NEUTRAL:100%LUGS:Standard MOUNTING:SURFACE BUS AMPS:100 MAIN BKR:MLO LOCATION:(E) ELEC 214 VOLTS:208Y/120 Wye A.I.C. RATING:10000 2PC BALANCED THREE PHASE AMPS 71 A 49 A TOTAL KVA 25.60 kVA 17.80 kVA EXISTING Not Computed Not Computed 0.00% RECEPTACLES 25.60 kVA 17.80 kVA 69.53%KITCHEN EQUIP Not Computed Not Computed 0.00% OTHER MOTORS Not Computed Not Computed 0.00%NONCONTINUOUS Not Computed Not Computed 0.00% LARGEST MOTOR Not Computed Not Computed 0.00%HEATING 0.00 kVA 0.00 kVA 0.00% LIGHTING Not Computed Not Computed 0.00%CONTINUOUS Not Computed Not Computed 0.00% CONN. KVA CALC. KVA CONN. KVA CALC. KVA TOTAL CONNECTED AMPS BY...66.67 74.36 74.36 66.67 74.36 74.36 TOTAL CONNECTED KVA BY...8.00 8.80 8.80 8.00 8.80 8.80 29 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 30 27 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 28 25 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 26 23 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 24 21 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 22 19 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 20 17 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 18 15 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 16 13 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 14 11 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 12 9 20 A OPEN OFFICE 200 REC 0.96 0.80 OPEN OFFICE 200 POWER POLE 20 A 10 7 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 8 5 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 6 3 20 A OPEN OFFICE 200 POWER POLE 0.80 0.96 OPEN OFFICE 200 REC 20 A 4 1 20 A OPEN OFFICE 200 POWER POLE 0.80 0.80 OPEN OFFICE 200 POWER POLE 20 A 2 CKT # Ratin g CIRCUIT DESCRIPTION A B C A B C CIRCUIT DESCRIPTION Ratin g CKT # KVA LOAD KVA LOAD NOTE: FED FROM:2PC NEUTRAL:100%LUGS:Standard MOUNTING:SURFACE BUS AMPS:100 MAIN BKR:MLO LOCATION:(E) ELEC 214 VOLTS:208Y/120 Wye A.I.C. RATING:10000 2PD 1 2 1 1 2 1 2 1 2 1 3 2 3 2 3 1 2 2 22 11 3 1 4 MECHANICAL SHEET LIST SHEET NUMBER SHEET NAME M001 MECHANICAL LEGEND, NOTES AND SYMBOLS M002 MECHANICAL NOTES M010 MECHANICAL SCHEDULES M020 MECHANICAL ENERGY CODE COMPLIANCE M120 MECHANICAL SECOND FLOOR OVERALL PLAN M220 MECHANICAL SECOND FLOOR DEMOLITION PLAN M320 MECHANICAL SECOND FLOOR PLAN M330 MECHANICAL ROOF PLAN M420 MECHANICAL SECOND FLOOR PIPING PLAN M520 MECHANICAL SECOND FLOOR ZONING PLAN M620 MECHANICAL REFLECTED CEILING PLAN M910 MECHANICAL DETAILS EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 5 : 4 8 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 23008.00 M001 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL LEGEND, NOTES AND SYMBOLS COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 DOUBLE LINE SYMBOL SINGLE LINE SYMBOL DESCRIPTION AB B R SYMBOL MECHANICAL LEGEND BFV CV BV PRV BV DESCRIPTION GV CD CWS CWR 20x1220x12 DUCT DIMENSION ∅-ROUND DUCT DUCT TRANSITION FIRE DAMPERFD FIRE SMOKE DAMPERFSD SQUARE ELBOW W/TURNING VANES RADIUS ELBOW SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN RETURN AIR DUCT UP RETURN AIR DUCT DOWN DUCT CAP SUPPLY / OUTSIDE AIR RETURN / TRANSFER AIR EXHAUST AIR SA SA SUPPLY AIR DUCT BELOWSA RETURN AIR DUCT BELOW RA RA EXHAUST AIR DUCT UP EXHAUST AIR DUCT DOWN EXHAUST AIR DUCT BELOW EA EA EA EA RA CIRCULAR DIFFUSER DUCT MOUNTED GRILL RECTANGULAR DUCT TO ROUND DUCT TRANSITION ROUND DUCT UPEA ROUND DUCT DOWN FLEX DUCT SUPPLY AIR TAKEOFF LINEAR DIFFUSER VAV BOX HEAT RECOVERY UNIT WALL MOUNTED THERMOSTAT WALL MOUNTED HUMIDISTAT SMOKE DETECTOR MANUAL VOLUME DAMPERMD ACTUATOR VALVE VAV HRU T H SD AUTOMATIC AIR VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE BALANCING VALVE GLOBE VALVE PRESSURE REDUCING VALVE BOTTOM OF PIPE TAKEOFF TOP OF PIPE TAKEOFF PIPE DOWN PIPE UP G NATURAL GAS PIPINGWALL MOUNTED SWITCHS CONDENSATE DRAIN PIPING CHILLED WATER RETURN PIPING CHILLED WATER SUPPLY PIPING HHWS HEATING HOT WATER SUPPLY HEATING HOT WATER RETURN HHWS HHWR G AIR FLOW DIRECTION. DOUBLE & SINGLE POINT OF CONNECTION POINT OF DISCONNECT POC WALL MOUNTED CARBONDIOXIDE SENSORCO2 T H SD S CO2 FAN COILFC BFV CV BV PRV BV GV AIR FLOW DIRECTION DUCT TRANSITION FD FSD RADIUS ELBOW SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN RETURN AIR DUCT UP RETURN AIR DUCT DOWN DUCT CAP SA SA SUPPLY AIR DUCT BELOWSA RETURN AIR DUCT BELOW RA RA EXHAUST AIR DUCT UP EXHAUST AIR DUCT DOWN EXHAUST AIR DUCT BELOW EA EA EA SA OA RA TA EA RA ROUND DUCT UPEA ROUND DUCT DOWN FLEX DUCT SUPPLY AIR TAKEOFF MD ACTUATOR VALVE VAV HRU T H SD AUTOMATIC AIR VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE BALANCING VALVE GLOBE VALVE PRESSURE REDUCING VALVE BOTTOM OF PIPE TAKEOFF TOP OF PIPE TAKEOFF PIPE DOWN PIPE UP NATURAL GAS PIPINGS CD CONDENSATE DRAIN PIPING CWR CHILLED WATER RETURN PIPING CWS CHILLED WATER SUPPLY PIPING HEATING HOT WATER SUPPLY HHWR HEATING HOT WATER RETURN POINT OF CONNECTION POINT OF DISCONNECTPOD CO2 H S FC DIFFERENTIAL PRESSURE GAUGEDPdP FAN CIRCULATION PUMPCP PIPING OR EQUIPMENT TO BE REMOVED (DEMO PATTERN) NOT IN SCOPE PATTERN AREA OF WORK PATTERN MECHANICAL GENERAL NOTES 1. THE CONTRACTOR SHALL VISIT THE SITE INCLUDING ALL AREAS INDICATED ON THE DRAWINGS, TO THOROUGHLY FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY SAID CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO START OF CONSTRUCTION. PRIOR TO INSPECTION OF THE EXISTING FACILITY, THE CONTRACTOR SHALL RECEIVE PERMISSION FOR ACCESS FROM THE OWNER OR THE DESIGNATED REPRESENTATIVE. IF DISCREPANCIES ARE DISCOVERED, THE ENGINEER SHALL BE NOTIFED IMMEDIATELY FOR CLARIFICATION. CONTACT THE ENGINEER TO CLARIFY ANY UNCLEAR DRAWING ITEMS PRIOR TO CONSTRUCTION. PRIOR TO SITE ACCESS, THE CONTRACTOR SHALL BE PROPERLY IDENTIFIED. 2. THE CONTRACTOR SHALL PERFORM ALL WORK REQUIRED IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODES, REGULATIONS AND ORDINANCES, AND IN ACCORDANCE WITH ALL OWNER DESIGN AND CONSTRUCTION STANDARDS. 3. IF THE CONTRACTOR DETERMINES AT ANY TIME THAT THE REQUIREMENTS OF THESE CONSTRUCTION DOCUMENTS ARE IN CONFLICT WITH, OR IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS OR ORDINANCES, HE/SHE SHALL NOT PROCEED WITH ANY WORK IN QUESTION, EXCEPT AT HIS/HER OWN RISK, UNTIL THE ENGINEER HAS BEEN NOTIFIED AND A DETERMINATION MADE (IN WRITING). WHERE COMPLETED OR PARTIALLY COMPLETED WORK IS DISCOVERED TO BE IN VIOLATION OF APPLICABLE LAWS, CODES, REGULATIONS OR ORDINANCES, THE CONTRACTOR SHALL BE REQUIRED TO REMOVE THAT WORK FROM THE PROJECT AND REPLACE SUCH WORK WITH ALL NEW COMPLYING WORK AT NO ADDTIIONAL COST TO THE OWNER, THE ARCHITECT OR THE ENGINEER. 4. ALL DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED PART OF THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS AND SPECIFICATIONS PRIOR TO PERFORMING ANY WORK, INCLUDING ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMING AND ELECTRICAL DOCUMENTS. 5. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES AND OTHER CONTRACTORS. 6. ABBREVIATIONS & SYMBOLS USED ON THE DRAWINGS ARE THOSE IN COMMON USE. THE ENGINEER SHALL DEFINE THE INTENT OF ANY IN QUESTION. 7. ANY ITEM EXPOSED DURING DEMOLITION AND/OR NEW WORK THAT IS NOT BEING REUSED, SHALL BE REMOVED AND SCRAPPED-OUT. ITEMS MAY INCLUDE ITEMS PREVIOUSLY NOT REMOVED. ITEMS REMOVED SHALL BE SCRAPPED-OUT IMMEDIATELY AND NOT STOCKPILED ON SITE. 8. ALL PENETRATIONS OF PIPING OR DUCTWORK THROUGH FIRE/SMOKE-RATED ASSEMBLIES SHALL BE SEALED WITH UL APPROVED RESILIENT FIRE-RETARDANT SEALANT. 9. ALTHOUGH EQUIPMENT AND PIPING INDICATED ON THE DRAWINGS HAVE BEEN DRAWN TO SCALE, AND ARE GENERALLY DIMENSIONALLY ACCURATE, THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND NOT SCALE THE DRAWINGS. THIS IS ESPECIALLY TRUE REGARDING EXISTING EQUIPMENT OR PIPING TO REMAIN. 10. ALL MATERIAL AND EQUIPMENT REMOVED BY DEMOLITION SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS (NO STOCK PILING). 11. HANDLE, STORE AND INSTALL ALL NEW EQUIPMENT, DUCTWORK, AND PIPING PER MANUFACTURERS INSTRUCTIONS AND PER 2022 CALIFORNIA GREEN BUILDING CODE. 12. ALL ITEMS NOTED TO BE REMOVED AND REUSED (RELOCATED) SHALL BE HANDLED WITH PROPER CARE AND STORED IN A SAFE PLACE TO PREVENT DAMAGE, OR THEY WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 13. ALL SAFETY MEASURES WHILE ON SITE ARE THE DIRECT RESPONSIBILITY OF THE CONTRACTOR. THIS INCLUDES THE USE OF LADDERS, SCAFFOLDING, TOOLS, EQUIPMENT, TRENCHING, ETC. 14. ALL DUST, NOISE AND ODORS SHALL BE CONTROLLED BY THE CONTRACTOR PER OWNERS' REQUIREMENTS AND PER 2022 CALIFORNIA GREEN BUILDING CODE. 15. LEGAL EXITS SHALL NOT BE BLOCKED AT ANY TIME WITH MATERIALS OR EQUIPMENT, TEMPORARILY OR PERMANENTLY. 16. ALL USE OF FLEXIBLE DUCT SHALL BE LIMITED TO FIVE (5) FEET IN TOTAL LENGTH PER SECTION 603.4.1 OF THE 2022 CMC. ALL FLEXIBLE DUCT SHALL BE ADEQUATELY SECURED TO BRANCH DUCTWORK AND THE AIR TERMINAL DEVICE WHICH IT SERVES (I.E. SEALED, STRAPPED, BANDED, MECHANICALLY-SECURED, ETC.). ALL FLEXIBLE DUCTWORK SHALL HAVE A MINIMUM R-VALUE RATING OF R-8. 17. ALL BRANCH DUCTWORK SHALL BE PROVIDED WITH BALANCE (VOLUME) DAMPERS WHETHER INDICATED OR NOT, FOR SYSTEM SHUT-OFF AND BALANCING. 18. ALL BRANCH PIPING SHALL BE PROVIDED WITH ISOLATION VALVES WHETHER INDICATED OR NOT, FOR SYSTEM SHUT-OFF AND BALANCING. 19. IN GENERAL, ALL PIPING AND DUCTWORK SHALL BE RUN CONCEALED ABOVE SUSPENDED CEILINGS, IN SHAFTS OR IN SOFFITS UNLESS NOTED OR INDICATED OTHERWISE. 20. PROVIDE ALL REQUIRED SLEEVES OR OPENINGS WHERE PIPES OR DUCTS PASS THROUGH FOUNDATIONS, FLOOR SLABS, WALLS, ROOFS, ETC. 21. ACCESS SHALL BE PROVIDED AT ALL DAMPERS, VALVES AND EQUIPMENT. PROVIDE ACCESS DOORS AS REQUIRED. EACH ACCESS DOOR SHALL BE A MINIMUM OF 24”x24” UNLESS INDICATED OTHERWISE, AND SHALL BE FIRE-RATED IF REQUIRED TO MAINTAIN THE FIRE-RATING OF THE ASSEMBLY IN WHICH THE ACCESS DOOR IS INSTALLED. 22. AN AIR BALANCE TEST SHALL BE REQUIRED IN ORDER TO VERIFY THE MINIMUM VOLUME OF OUTSIDE AIR HAS BEEN PROVIDED TO COMPLY WITH THE CALIFORNIA TITLE 24 CALCULATIONS PRIOR TO THE APPROVAL/COMPLETION OF PROJECT CONSTRUCTION. 23. AIR HANDLING DUCT SYSTEMS, EXCEPT GREASE EXHAUST DUCT SYSTEMS, SHALL BE CONSTRUCTED, INSTALLED, AND INSULATED AS REQUIRED IN 2022 CALIFORNIA MECHANICAL CODE, CHAPTER 6. 24. IF APPLICABLE, PRIOR TO FINAL APPROVAL OF THE MECHANICAL PERMIT A SMOKE DETECTOR SHUT-OFF TEST SHALL BE REQUIRED. 25. PROVIDE PERMANENT IDENTIFICATION ON EACH EQUIPMENT AND THE AREA SERVED WHEN MORE THAN ONE HVAC SYSTEM IS INSTALLED ON THE ROOF OF A BUILDING OR WITHIN A BUILDING PER 2022 CALIFORNIA MECHANICAL CODE, SECTION 303.7. 26. ALL EXHAUST AIR FANS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. 27. ROOF ACCESS LADDER SHALL COMPLY WITH CURRENT CODE OF CALIFORNIA MECHANICAL CODE SECTION 304. 28. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8 CALIFORNIA ENERGY EFFICIENCY STANDARDS. 29. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3, 120.4, AND 120.7 CALIFORNIA ENERGY EFFICIENCY STANDARDS AND CHAPTER 6 OF CMC. 30. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 CALIFORNIA ENERGY EFFICIENCY STANDARDS. 31. ALL HVAC EQUIPMENT AND APPLICANCES SHALL MEET THE REQUIREMENTS PER SECTION 110.1 -110.3, 110.5, 1201. -120.4 CALIFORNIA ENERGY EFFICIENCY STANDARDS. 32. SYSTEM PIPING AND COMPONENTS SHALL BE TESTED WITH A PRESSURE OF NOT LESS THAN ONE AND ONE-HALFT TIMES THE OPERATING PRESSURE BUT NOT LESS THAN 100 PSI (689 kPa). PIPING SHALL BE TESTED WITH WATER OR AIR EXCEPT THAT PLASTIC PIPE SHALL NOT BE TESTED WITH AIR. TEST PRESSURES SHALL BE HELD FOR A PERIOD OF NOT LESS THAN 30 MINUTES WITH NO PERCEPTIBLE DROP IN PRESSURE. THESE TESTS SHALL BE MADE INTHE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. SCOPE OF WORK MECHANICAL HVAC RENOVATION OF AN EXISITING COMMERCIAL OFFICE SPACE. BUILDING HVAC IS IN THE FORM OF EXISTING ROOFTOP AHU'S WITH VAV'S AND ADDITION OF TWO (2) DUCTLESS HEAT PUMP SPLIT-SYSTEM. THE DUCTWORK AND THERMOSTATS ARE REROUTED TO REFLECT THE CURRENT RENOVATION. MECHANICAL ANCHORAGE ALL MECHANICAL AND PLUMBING COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS IN/ON THE CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS PROVIDED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENT PRESCRIBED IN THE 2022 CBC, SECTIONS 1615A.1.12 THROUGH 1615A.1.22, AND ASCE 7-05, CHAPTER 6 & 13. 1. ALL PERMANENT EQUIPMENT AND COMPONENTS. 2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANTENTLY ATTACHED (I.E. HARD WIRED) TO THE BUILDING UTILITY SERVICES SUCH AS GAS OR WATER. 3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS (PROVIDE TEMPORARY ATTACHMENTS). THE ATTACHMENT OF THE FOLLOWING MECHANICAL AND PLUMBING COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE. THESE COMPONENTS SHALL BE PROVIDED WITH FLEXIBLE CONNECTORS BETWEEN THE COMPONENT AND THE ASSOCIATED DUCTWORK OR PIPING. 1. COMPONENTS WEIGHING LESS THAN 400 POUNDS WITH A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL. 2. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS (I.E. DUCTWORK OR PIPING), LESS THAN 5 POUNDS PER FOOT (THOSE COMPONENTS THAT ARE SUPPORTED FROM A ROOF, A FLOOR OR FROM A WALL). FOR THOSE ELEMENTS/COMPONENTS THAT DO NOT REQUIRE SPECIFIC DETAILS IN/ON THE CONSTRUCTION DOCUMENTS, THE INSTALLATION SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD. THE PROJECT INSPECTOR WILL VERIFY THAT ALL COMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THESE REQUIREMENTS. PIPING AND DUCTWORK DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THE FORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-05, SECTIONS 13.3, 13.6.5.6, 13.6.7 AND 13.6.8, AND THE 2022 CBC, SECTIONS 1615A1.20, 1615A1.21 AND 1615A1.22. HVAC REFRIGERANT QUANTITIES UNIT MARK AND NUMBER REFRIGERANT TYPE AND GROUP REFRIGERANT QUANTITY (LB) PER CIRCUIT FC/CU-1 R-32 (GROUP A2L)9 FC/CU-2 R-32 (GROUP A2L)9 TOTAL AMOUNT OF GROUP A1 REFRIGERANTS:18 TOTAL AMOUNT OF ANY OTHER TYPE OF REFRIGERANTS:0 THIS TABLE IDENTIFIES THE TOTAL AMOUNT OF REFRIGERANT CHARGE IN ANY NEW HVAC UNITS SHOWN ON THE MECHANICAL PLANS. ANY EXISTING EQUIPMENT SHALL BE MEASURED WITH AN ESTIMATION OF 3 LBS OF GROUP A1 REFRIGERANT PER 12,000 BTUH (OR 1-TON) OF COOLING. A HAZARDOUS MATERIALS PERMIT IS REQUIRED FOR REFRIGERATION SYSTEMS THAT EXCEED 220 LBS FOR GROUP A1 REFRIGERANT OF 30 LBS OF ANY OTHER GROUP PER 2022 CFC SECTIONS 105.6.42 AND 605. FOR A HAZARDOUS MATERIALS PERMIT PLEASE CONTACT THE LOCAL FIRE DEPARTMENT TECHNICAL SERVICES. FOR CITY OF SAN DIEGO CONTACT SDFD AT 619-533-4477 TO MAKE AN APOINTMENT. SCHEDULE RESPONSIBILITIES ITEM FU R N I S H BY IN S T A L L BY PO W E R BY CO N T R O L WI R I N G B Y 1 MAGNETIC MOTOR STARTERS: A AUTOMATIC CONTROLLED, WITH OR WITHOUT HOA SWITCHES. E E E DDC B MANUALLY CONTROLLED.E E E N/A C MANUALLY CONTROLLED FURNISHED AS FACTORY WIRED UNIT EQUIPMENT. M M E E D SPECIAL DUTY TYPE (PART WINDING, MULTI SPEED, ETC.). M SEE NOTE 1 E SEE NOTE 1 E ADJUSTABLE FREQUENCY DRIVES WITH OR WITHOUT MANUAL BYPASS. M E E DDC SEE NOTE 2 F DOMESTIC BOOSTER PUMP. MOTOR CONTROLS.M M E DDC 2 LINE VOLTAGE CONTACTORS.E E E DDC 3 CONTROL RELAY TRANSFORMERS (OTHER THAN STARTERS). DDC DDC E DDC 4 CONTROL INSTRUMENTATION PANEL. DDC NI E DDC 5 AUTOMATIC CONTROL VALVES, AUTOMATIC DAMPERS AND DAMPER OPERATORS, SOLENOID VALVES, INSERTION TEMPERATURE AND PRESSURE SENSORS INCLUDING WELLS. DDC M E DDC 6 CONTROL INTERLOCK WIRING BETWEEN CHILLERS, PUMPS, COOLING TOWERS, FANS, AND AIR HANDLING UNITS AND OTHER MISCELLANEOUS MECHANICAL EQUIPMENT. DDC DDC E DDC 7 DUCT SMOKE DETECTORS.E M E E 8 DAMPERS. A CONTROL DAMPERS.M M N/A DDC B SMOKE DAMPERS AND COMBINATION FIRE/SMOKE DAMPERS, M M E E 9 AIRFLOW STATIONS AND TRANSMITTER.M M E DDC 10 AIR TERMINAL DEVICES (I.E., VAV AND FAN POWERED BOXES.) M M E DDC 11 INTELLIGENT DEVICES AND CONTROL UNITS PROVIDED WITH PACKAGED MECHANICAL EQUIPMENT SUCH AS: LARGE VAV AND CONSTANT PACKAGE UNIT BOILERS AND CHILLERS. M M E NI 12 INTELLIGENT DEVICES AND CONTROL UNITS NOT PROVIDED BY EQUIPMENT MANUFACTURER SUCH AS: AIR HANDLING UNITS, HEAT PUMPS, AC UNITS (SMALL < 20 TONS>, AIR TERMINAL UNITS (VAV BOXES). DDC DDC E DDC 13 INTELLIGENT DEVICES AND CONTROL UNITS PROVIDED WITH ELECTRICAL SYSTEM SUCH AS: OCCUPANCY / MOTION SENSORS, LIGHTING CONTROL PANELS, SWITCHES AND DIMMERS, SWITCH MULTIPLEXING CONTROL UNITS, DOOR ENTRY CONTROL UNITS. E E E DDC 14 GATEWAYS FOR PROPRIETARY NON-BACNET EQUIPMENT. M M E DDC 15 COMMUNICATIONS NETWORK DEVICES SUCH AS ROUTERS, BRIDGES AND REPEATERS. DDC DDC DDC DDC ABBREVIATIONS DDC DDC CONTRACTOR (CONTROLS CONTRACTOR) M MECHANICAL CONTRACTOR E ELECTRICAL CONTRACTOR N/A NOT APPLICABLE NOTES: 1 MAGNETIC MOTORS STARTERS (SPECIAL DUTY TYPE) SHALL BE SET IN PLACE UNDER ELECTRICAL DIVISION EXCEPT WHEN PART OF FACTORY WIRED EQUIPMENT, IN WHICH CASE THEY SHALL BE SET IN PLACE UNDER MECHANICAL DIVISION. 2 WHERE ARE REMOTE MOTOR DISCONNECT IS REQUIRED IN ADDITION TO THE ONE PROVIDED INTEGRAL TO A VARIABLE FREQUENCY DRIVE (VFD), CONTROLS CONTRACTOR SHALL PROVIDE THE NECESSARY CONTROL INTERLOCK BETWEEN DISCONNECTS. SHEET TYPE DESCRIPTION 0 LEAD SHEETS LEGEND, NOTES AND SYMBOLS 1 ENERGY CODES | SITE PLAN 2 DEMOLITION PLANS 3 NEW PLANS MECH PLAN 4 PIPING 5 ZONING 6 REFLECTED CEILING 7 ENLARGED PLAN 8 DIAGRAMS 9 DETAILS M 3 1 1 DISCIPLINE DESIGNATION SERIES TYPE BUILDING LEVEL BUILDING AREA / SEQUENCE NUMBER MECHANICAL FLOOR... SHEET TITLE SHEET NUMBER NOMENCLATURE APPLICABLE CODES APPLICABLE CODES, STANDARDS, GUIDELINES AND AHJS 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS CURRENT EDITION NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CURRENT EDITION AMERICANS WITH DISABILITIES ACT (ADA) CALIFORNIA ENERGY CODE NOTE THIS PROJECT IS THE RENOVATION OF AN EXISTING FLOOR WITH VARIABLE AIR VOLUME TERMINAL UNITS. THE ENVELOPE HAS NOT BEEN CHANGED OR REVISED OTHER THAN BEING PAINTED. PRESCRIPTIVE REQUIREMENTS HAVE BEEN SET TO THE DEFAULT U-VALUE AND SHGC VALUES FOR EXISTING GLAZING. AB B R DESCRIPTION SYMBOL AB B R TAG DESCRIPTIONS MECHANICAL ABBREVIATION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ACT ACTUAL DOAS DEDICATED OUTDOOR AIR SYSTEM KWH KILOWATTS PER HOUR S WALL MOUNTED SWITCH AF AIR FILTER DP DEW POINT \ DIFFERENTIAL PRESSURE L LENGTH SA SUPPLY AIR AF AIR FOIL (FAN BLADE) (E)EXISTING LAT LEAVING AIR TEMPERATURE SAF SUPPLY AIR FAN AFF ABOVE FINISHED FLOOR ELEC ELETRICAL (POWER)LBS POUNDS SAV SUPPLY AIR VALVE AHJ AUTHORITY HAVING JURISDICTION EA EXHAUST AIR LEF LABORATORY EXHAUST FAN SEER SEASONAL ENERGY EFFICIENCY RATIO AHU AIR HANDLING UNIT EAT ENTERING AIR TEMPERATURE LWT LEAVING WATER TEMPERATURE SUP SUPPLY AMB AMBIENT EAV EXHAUST AIR VALVE MAX MAXIMUM T THERMOSTAT AP ACCESS PANEL EER ENERGY EFFICIENCY RATIO MERV MIN. EFFICIENCY REPORTING VALUE TOF TOP OF FOOTING APD AIR PRESSURE DROP EF EXHAUST FAN MCA MIN. CIRCUIT AMPACITY TOD TOP OF DUCT AS AIR SEPARATOR EFF EFFICIENCY MFS MAXIMUM FUSE SIZE TOP TOP OF PIPE AT AIR TERMINAL ESP EXTERNAL STATIC PRESSURE MOCP MAX. OVER-CURRENT PROTECTION TSP TOTAL STATIC PRESSURE AV AIR VALVE ET EXPANSION TANK MC MECHANICAL CONTRACTOR TYP TYPICAL B BOILER EWT ENTERING WATER TEMPERATURE MD MECHANICAL DAMPER U UPBLAST BD BALANCING DAMPER EXH EXHAUST MIN MINIMUM UNO UNLESS NOTED OTHERWISE BDD BACKDRAFT DAMPER (F)FUTURE MS MECHANICAL SENSOR VAV VARIABLE AIR VOLUME BDR BELT DRIVE (FAN)F FAHREINHEIT (TEMPERATURE)MUA MAKE-UP AIR VD VOLUME DAMPER BI BACKWARD INCLINED (FAN BLADE)FC FAN COIL (N)NEW VFD VARIABLE FREQUENCY DRIVE BHP BRAKE HORSEPOWER FD FIRE DAMPER NA NOT APPLICABLE V/PH/HZ VOLTS. PHASE, HERTZ BMS BUILDING MANAGEMENT SYSTEM FF FINISHED FLOOR NIC NOT IN CONTRACT VTR VENT THROUGH ROOF BOF BOTTOM OF FOOTING FFU FAN FILTER UNIT NC NORMALLY CLOSED VRF VARIABLE REFRIGERANT FLOW BOD BOTTOM OF DUCT FG FINISHED GRADE NG NATURAL GAS W WALL MOUNTED BOP BOTTOM OF PIPE FHD FEET OF HEAD OA OUTSIDE AIR W WIDTH BTU BRITISH THERMAL UNIT FLA FULL LOAD AMPS P PUMP W WATER BTUH BRITISH THERMAL UNIT PER HOUR FPM FEET PER MINUTE PG PRESSURE GAUGE W WATTS BFV BUTTERFLY VALVE FPS FEET PER SECOND PH PHASE (ELECTRICAL)WB WET BULB (TEMPERATURE) BV BALL VALVE FSD FIRE SMOKE DAMPER POC POINT OF CONNECTION WC WATER COLUMN (INCHES) C CENTRIFUGAL FT FOOT (FEET)POD POINT OF DISCONNECTION WPD WATER PRESSURE DROP CH CHILLER FW FIRE WATER PRV PRESSURE REDUCING VALVE WSHP WATER-SOURCE HEAT PUMP CAV CONSTANT AIR VOLUME G GAS (NATURAL)PSIA POUNDS PER SQUARE INCH (ABS)WT WEIGHT CC COOLING COIL GA GAUGE PSIG POUNDS PER SQUARE INCH (GAUGE)W/ WITH CFH CUBIC PER FEET PER HOUR GPH GALLONS PER HOUR QTY QUANTITY W/O WITHOUT CFMD COOLING FLOW MEASURING DEVICE GPM GALLONS PER MINUTE R ROOF MOUNTED CFM CUBIC FEET PER HOUR H HEIGHT RA RETURN AIR CFSD COMBINATION FIRE/SMOKE DAMPER HEPA HIGH-EFFICIENCY PARTICULATE AIR FILTER RAF RETURN AIR FAN CD CONDENSATE HC HEATING COIL RAV RETURN AIR VALVE CLG CEILING HP HORSEPOWER RH REHEAT COIL CT COOLING TOWER HRB HEAT RECOVERY BOX RLA RUNNING (RATED) LOAD AMPS CU AIR-COOLED SPLIT-SYSTEM OR VRF CONDENSER HRU HEAR RECOVERY UNIT RLFA RELIEF AIR CV CONTROL VALVE IL INLINE RPM REVOLUTIONS PER MINUTE (D)DEMOLISHED IN INCH RET RETURN DB DRY BULB (TEMPERATURE)KW KILOWATTS RTU ROOFTOP UNIT 1 M710 HP 1 SD-1 300 MECHANICAL KEYNOTE DIFFUSER TYPE CFM EQUIPMENT TYPE UNIT NUMBER DETAIL NUMBER SHEET NUMBER 1 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 5 : 4 9 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 23008.00 M002 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL NOTES COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 AIR ECONOMIZER SHUT OFF DEVICE TYPE2 CL I M A T E ZO N E S REQUIRED HIGH LIMIT (ECONOMIZER OFF WHEN): EQUATION3 DESCRIPTION FIXED DRY BULB 7 OUTDOOR AIR TEMPERATURE EXCEEDS 69°F 10 OUTDOOR AIR TEMPERATURE EXCEEDS 73°F DIFFERENTIAL DRY BULB 7 TOA > TRA - 6°F OUTDOOR AIR TEMPERATURE EXCEEDS RETURN AIR TEMPERATURE MINUS 6°F 10 TOA > TRA - 2°F OUTDOOR AIR TEMPERATURE EXCEEDS RETURN AIR TEMPERATURE MINUS 2°F FIXED ENTHALPY4+ FIXED DRY BULB ALL ZONES hOA > 28 BTU/LB4 OR TOA > 75°F OUTDOOR AIR ENTHALPY EXCEEDS 28 BTU/LB OF DRY AIR4 OR OUTDOOR AIR TEMPERATURE EXCEEDS 75°F 1. THIS TABLE IS BASED ON TABLE 140.4-B "AIR ECONOMIZER HIGH LIMIT SHUT OFF CONTROL REQUIREMENTS" OF THE 2022 CEC. 2. ONLY THE HIGH LIMIT CONTROL DEVICES LISTED ARE ALLOWED TO BE USED AND AT THE SET POINTS LISTED. OTHERS SUCH AS DEW POINT, FIXED ENTHALPY, ELECTRONIC ENTHALPY, AND DIFFERENTIAL ENTHALPY CONTROLS MAY NOT BE USED IN ANY CLIMATE ZONE FOR COMPLIANCE WITH SECTION 140.4(e)1 UNLESS APPROVAL FOR USE IS PROVIDED BY THE ENERGY COMMISSION EXECUTIVE DIRECTOR. 3. DEVICES WITH SELECTABLE (RATHER THAN ADJUSTABLE) SET POINTS SHALL BE CAPABLE OF BEING SET TO WITHIN 2°F AND 2 BTU/LB OF THE SET POINT LISTED. 4. AT ALTITUDES SUBSTANTIALLY DIFFERENT THAN SEA LEVEL, THE FIXED ENTHALPY LIMIT VALUE SHALL BE SET TO THE ENTHALPY VALUE AT 75°F AND 50% RELATIVE HUMIDITY. AS AN EXAMPLE, AT APPROXIMATELY 6,000 FOOT ELEVATION, THE FIXED ENTHALPY LIMIT IS APPROXIMATELY 30.7 BTU/LB. TOA > 73°F TOA > 69°F DRAWBANDS USED WITH i.DRAWBANDS SHALL BE EITHER STAINLESS-STEEL WORM DRIVE HOSE CLAMS OR UV-RESISTANT NYLON DUCT TIES. ii.DRAWBANDS SHALL HAVE A MINIMUM TENSILE STRENGTH OF 150 POUNDS. iii.DRAWBANDS SHALL BE TIGHTENED AS RECOMMENDED BY THE MANUFACTURER WITH AN ADJUSTABLE TENSIONING TOOL. *THIS TABLE IS BASED ON SECTIONS FROM THE 2022 CALIFORNIA ENERGY CODE. REQUIRED CONTROLS FOR SPACE CONDITIONING SYSTEMS* 1 WHERE USED TO CONTROL BOTH COMFORT HEATING AND COMFORT COOLING, THE THERMOSTATIC CONTROLS SHALL MEET ITEMS 120.2(b)1 & 120.2(b)2 OF THE 2016 CEC AND SHALL BE CAPABLE OF PROVIDING A TEMPERATURE RANGE OR DEAD BAND OF AT LEAST 5°F WITHIN WHICH THE SUPPLY OF HEATING AND COOLING ENERGY TO THE ZONE IS SHUT OFF OR REDUCED TO A MINIMUM. COMPLIANT WITH SECTION 120.2(b)3. 2 THERMOSTATIC CONTROLS FOR ALL SINGLE ONE, AIR CONDITIONERS AND HEAT PUMPS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 110.2(c)A AND REFERENCE JOINT APPENDIX JA5 OR, IF EQUIPPED WITH DDC TO THE ZONE LEVEL, WITH THE AUTOMATIC DEMAND SHED CONTROLS OF SECTION 120.2(h). COMPLIANT WITH SECTION 120.2(b)4 3 THE CONTROL SHALL BE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NONUSE AND SHALL COMPLY WITH SECTION 120.2(e)1 AND SHALL HAVE: A AN AUTOMATIC TIME SWITCH CONTROL DEVICE COMPLYING WITH SECTION 110.9(c) OF THE 2022 CALIFORNIA ENERGY CODE, WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO 4 HOURS; OR B AN OCCUPANCY SENSOR; OR C A 4-HOUR TIMER THAT CAN BE MANUALLY OPERATED. >EXCEPTION TO SECTION 120.2(e)1: MECHANICAL SYSTEMS SERVING RETAIL STORES AND ASSOCIATED MALLS, RESTAURANTS, GROCERY STORES, CHURCHES AND THEATERS EQUIPPED WITH 7-DAY PROGRAMMABLE TIMERS. 4 MULTIPURPOSE ROOM LESS THAN 1,000 FT², CLASS ROOMS GREATER THAN 750 FT² AND CONFERENCE, CONVENTION, AUDITORIUM AND MEETING CENTER ROOMS GREATER THAN 750 FT² THAT DO NOT HAVE PROCESSES OR OPERATIONS THAT GENERATE DUSTS, FUMES, VAPORS OR GASSES SHALL COMPLY WITH SECTION 120.2(e)3 OF THE 2022 CALIFORNIA ENERGY CODE AND SHALL BE EQUIPPED WITH OCCUPANT SENSOR(S) TO ACCOMPLISH THE FOLLOWING DURING UNOCCUPIED PERIODS: A AUTOMATICALLY SET UP THE OPERATING COOLING TEMPERATURE SET POINT BY 2°F OR MORE AND SET BACK THE OPERATING HEATING TEMPERATURE SET POINT BY 2°F OR MORE; AND B AUTOMATICALLY RESET THE MINIMUM REQUIRED VENTILATION RATE WITH AND OCCUPIED SENSOR VENTILATION CONTROL DEVICE ACCORDING TO SECTION 120.1(c)5 OF THE 2022 CALIFORNIA ENERGY CODE. 5 HOTEL AND MOTEL GUEST ROOMS SHALL HAVE CAPTIVE CARD KEY CONTROLS, OCCUPANCY SENSING CONTROLS OR AUTOMATIC CONTROLS SUCH THAT, NO LONGER THAN 30 MINUTES AFTER THE GUEST ROOM HAS BEEN VACATED, SET POINTS ARE SET UP AT LEAST +5°F (+3°C) IN COOLING MODE AND SET DOWN AT LEAST -5°F (-3°C) IN HEATING MODE. COMPLIANT WITH SECTION 120.2(e)4 OF THE CALIFORNIA ENERGY CODE. *THIS TABLE IS BASED ON SECTIONS FROM THE 2022 CALIFORNIA ENERGY CODE REQUIRED NONRESIDENTIAL MECHANICAL SYSTEM ACCEPTANCE NONRESIDENTIAL, HIGH-RISE RESIDENTIAL AND HOTEL/MOTEL BUILDING SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTIONS 120.5(a) THROUGH 120.5(b) A. BEFORE AN OCCUPANCY PERMIT IS GRANTED, THE FOLLOWING EQUIPMENT AND SYSTEMS SHALL BE CERTIFIED AS MEETING THE ACCEPTANCE REQUIREMENTS FOR CODE COMPLIANCE, AS SPECIFIED BY THE REFERENCE NONRESIDENTIAL APPENDIX NA7. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE ENFORCEMENT AGENCY THAT CERTIFIES THAT THE EQUIPMENT AND SYSTEMS MEET THE ACCEPTANCE REQUIREMENTS: 1.OUTDOOR AIR VENTILATION SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH NA7.5.1. 2.CONSTANT VOLUME, SINGLE ZONE UNITARY AIR CONDITIONING AND HEAT PUMP UNIT CONTROLS SHALL BE TESTED IN ACCORDANCE WITH NA7.5.2. 3.DUCT SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH NA7.5.3 WHERE EITHER: a.THEY ARE NEW DUCT SYSTEMS THAT MEET THE CRITERIA OF SECTIONS 140.4(k)1, 140.4(1)2 AND 140.4(1)3 OR b.THEY ARE PART OF A SYSTEM THAT MEETS THE CRITERIA OR SECTION 141.0(b)2D 4. AIR ECONOMIZERS SHALL BE TESTED IN ACCORDANCE WITH NA7.5.4. EXCEPTION: AIR ECONOMIZERS INSTALLED BY THE HVAC SYSTEMS MANUFACTURER AND CERTIFIED TO THE COMMISSION AS BEING FACTORY CALIBRATED AND TESTED ARE EXEMPT FROM THE FUNCTIONAL TESTING SECTION OF THE AIR ECONOMIZER CONTROLS ACCEPTANCE TEST AS DESCRIBED IN NA7.5.4.2. 5.DEMAND CONTROL VENTILATION SYSTEMS REQUIRED BY SECTION 120.1(c)3 SHALL BE TESTED IN ACCORDANCE WITH NA7.5.5. 6.SUPPLY FAN VARIABLE FLOW CONTROL SHALL BE TESTED IN ACCORDANCE WITH NA7.5.6. 7.HYDRONIC SYSTEM VARIABLE FLOW CONTROLS SHALL BE TESTED IN ACCORDANCE WITH NA7.5.7 AND NA7.5.9. 8. BOILER OR CHILLERS THAT REQUIRE ISOLATION CONTROLS AS SPECIFIED BY SECTION 140.4(k)2 OR 140.4(k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a) SHALL BE PERFORMED BY A CERTIFIED MECHANICAL ACCEPTANCE TEST TECHNICIAN (CMATT). IF THE CMATT IS OPERATING AS AN EMPLOYEE, THE CMATT SHALL BE EMPLOYED BY A CERTIFIED MECHANICAL ACCEPTANCE TEST EMPLOYER. THE CMATT SHALL DISCLOSE ON THE CERTIFICATE OF ACCEPTANCE A VALID CMATT CERTIFICATION IDENTIFICATION NUMBER ISSUED BY AN APPROVED ACCEPTANCE TEST TECHNICIAN CERTIFICATION PROVIDER. THE CMATT SHALL COMPLETE ALL CERTIFICATE OF ACCEPTANCE DOCUMENTATION IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS IN SECTION 10-103(a)4. *THIS TABLE IS BASED ON SECTIONS FROM THE 2022 CALIFORNIA ENERGY CODE VENTILATION REQUIREMENTS 1 THE OUTDOOR AIR-VENTILATION RATE AND AIR-DISTRIBUTION ASSUMPTIONS THAT ARE MADE IN THE DESIGN OF THE VENTILATING SYSTEM SHALL BE CLEARLY IDENTIFIED ON THE PLANS REQUIRED BY SECTION 10-103 OF TITLE 24, PART I. COMPLIANT WITH SECTION 120.1(a)2 OF THE 2022 CALIFORNIA ENERGY CODE. 2 NATURALLY VENTILATED SPACES SHALL BE PERMANENTLY OPEN TO AND WITHIN 20 FEET OF OPERABLE WALL OR ROOF OPENINGS TO THE OUTDOORS, THE OPERABLE AREA OF WHICH IS NOT LESS THAN 5 PERCENT OF THE CONDITIONED FLOOR AREA OF THE NATURALLY VENTILATED SPACE. WHERE OPENINGS ARE COVERED WITH LOUVERS OR OTHERWISE OBSTRUCTED, OPERABLE ARE SHALL BE BASED ON THE FREE UNOBSTRUCTED AREA THROUGH THE OPENING. COMPLIANT WITH SECTION 120.1(b)1A OF THE 2022 CALIFORNIA ENERGY CODE. 3 15 CFM PER PERSON TIMES THE EXPECTED NUMBER OF OCCUPANTS. FOR MEETING THE REQUIREMENT IN SECTION 120.1(B)2B FOR SPACES WITHOUT FIXED SEATING, THE EXPECTED NUMBER OF OCCUPANTS SHALL BE EITHER THE EXPECTED NUMBER SPECIFIED BY THE BUILDING DESIGNER OR ONE HALF OF THE MAXIMUM OCCUPANT LOAD ASSUMED FOR EGRESS PURPOSES IN THE CALIFORNIA BUILDING CODE, WHICHEVER IS GREATER. FOR SPACES WITH FIXED SEATING, THE EXPECTED NUMBER OF OCCUPANTS SHALL BE DETER-MINED IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE. COMPLIANT WITH SECTION 120.1(b)1B OF THE 2022 CALIFORNIA ENERGY CODE. >EXCEPTION TO SECTION 120.1(b)2: TRANSFER AIR. THE RATE OF OUTDOOR AIR REQUIRED BY SECTION 120.1(B)2 MAY BE PROVIDED WITH AIR TRANSFERRED FROM OTHER VENTILATED SPACES IF: A NONE OF THE SPACES FROM WHICH AIR IS TRANSFERRED HAVE ANY UNUSUAL SOURCES OF INDOOR AIR CONTAMINANTS; AND B THE OUTDOOR AIR THAT IS SUPPLIED TO ALL SPACES COMBINED IS SUFFICIENT TO MEET THE REQUIREMENTS OF SECTION 120.1(B)2 FOR EACH SPACE INDIVIDUALLY. 4 THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SECTION 120.1(b)2 SHALL BE SUPPLIED TO EACH SPACE AT ALL TIMES WHEN THE SPACE IS USUALLY OCCUPIED. COMPLIANT WITH SECTION 120.1(c)1 OF THE 2022 CALIFORNIA ENERGY CODE. > EXCEPTION 1 TO SECTION 120.1(c)1: DEMAND CONTROL VENTILATION. IN INTERMITTENTLY OCCUPIED SPACES THAT DO NOT HAVE PROCESSES OR OPERATIONS THAT GENERATE DUSTS, FUMES, MISTS, VAPORS OR GASSES AND ARE NOT PROVIDED WITH LOCAL EXHAUST VENTILATION (SUCH AS INDOOR OPERATION OF INTERNAL COMBUSTION ENGINES OR AREAS DESIGNATED FOR UN-VENTED FOOD SERVICE PREPARATION), THE RATE OF OUTDOOR AIR MAY BE REDUCED IF THE VENTILATION SYSTEM SERVING THE SPACE IS CONTROLLED BY A DEMAND CONTROL VENTILATION DEVICE COMPLYING WITH SECTION 120.1(C)4 OR BY AN OCCUPANT SENSOR VENTILATION CONTROL DEVICE COMPLYING WITH SECTIONS 120.1(c)5. 5 HVAC SYSTEMS WITH THE FOLLOWING CHARACTERISTICS SHALL HAVE DEMAND VENTILATION CONTROLS COMPLYING WITH SECTIONS 120.1(c)3 AND 120.1(c)4 OF THE 2022 CALIFORNIA ENERGY CODE: A THEY HAVE AN AIR ECONOMIZER; AND B THEY SERVE A SPACE WITH A DESIGN OCCUPANT DENSITY, OR A MAXIMUM OCCUPANCY LOAD FACTOR FOR EGRESS PURPOSES IN THE CBC, GREATER THAN OR EQUAL TO 25 PEOPLE PER 1,000 SQFT (40 SQFT OR LESS PER PERSON); AND C THEY ARE EITHER: i SINGLE ZONE SYSTEMS WITH ANY CONTROLS; OR ii MULTIPLE ZONE SYSTEMS WITH DIRECT DIGITAL CONTROLS (DDC) TO THE ZONE LEVEL. >EXCEPTION 1 TO SECTION 120.1(c)3: CLASSROOMS, CALL CENTERS, OFFICE SPACES SERVED BY MULTIPLE ZONE SYS-TEMS THAT ARE CONTINUOUSLY OCCUPIED DURING NORMAL BUSINESS HOURS WITH OCCUPANT DENSITY GREATER THAN 25 PEOPLE PER 1,000 SQUARE FEET AS SPECIFIED BY SECTION 120.1(B)2B, HEALTHCARE FACILITIES AND MEDICAL BUILD-INGS, AND PUBLIC AREAS OF SOCIAL SERVICES BUILDINGS ARE NOT REQUIRED TO HAVE DEMAND CONTROL VENTILATION. >EXCEPTION 4 TO SECTION 120.1(C)3: SPACES WITH AN AREA OF LESS THAN 150 SQUARE FEET, OR A DESIGN OCCU-PANCY OF LESS THAN 10 PEOPLE AS SPECIFIED BY SECTION 120.1(B)2B. >EXCEPTION 5 TO SECTION 120.1(C)3: SPACES WITH AN AREA OF LESS THAN 1,500 SQUARE FEET COMPLYING WITH SECTION 120.1(C)5. 6 DEMAND CONTROL VENTILATION DEVICES MUST COMPLY WITH SECTION 120.1(c)4 OF THE 2022 CALIFORNIA ENERGY CODE AND THE FOLLOWING: A FOR EACH SYSTEM WITH DEMAND CONTROL VENTILATION, CO/2 SENSORS SHALL BE INSTALLED IN EACH ROOM THAT MEETS THE CRITERIA OF SECTION 120.1(c)3 WITH NO LESS THAN ONE SENSOR PER 10,000 SQFT OF FLOOR SPACE. WHEN A ZONE OR A SPACE IS SERVED BY MORE THAN ONE SENSOR, A SIGNAL FROM ANY SENSOR INDICATING THAT CO/2 IS NEAR OR AT THE SE TPOINT WITHIN A SPACE SHALL TRIGGER AN INCREASE IN VENTILATION TO THE SPACE; B CO/2 SENSORS SHALL BE LOCATED IN THE ROOM BETWEEN 3 FEET AND 6 FEET ABOVE THE FLOOR OR AT THE ANTICIPATED HEIGHT OF THE OCCUPANTS HEADS; C DEMAND VENTILATION CONTROLS SHALL MAINTAIN CO/2 CONCENTRATIONS LESS THAN OR EQUAL TO 600 PPM PLUS THE OUTDOOR AIR CO/2 CONCENTRATION IN ALL ROOMS WITH CO/2 SENSORS; D OUTDOOR AIR CO/2 CONCENTRATION SHALL BE DETERMINED BY ONE OF THE FOLLOWING: I CO/2 CONCENTRATION SHALL BE ASSUMED TO BE 400 PPM WITHOUT ANY DIRECT MEASUREMENT; OR II CO/2 CONCENTRATION SHALL BE DYNAMICALLY MEASURED USING A CO2 SENSOR LOCATED WITHIN 4 FEET OF THE OUTDOOR AIR INTAKE. 7 DESIGN AND CONTROL REQUIREMENTS FOR QUANTITIES OF OUTDOOR AIR. ALL MECHANICAL VENTILATION AND SPACE-CONDITIONING SYSTEMS SHALL BE DESIGNED WITH AND HAVE INSTALLED DUCTWORK, DAMPERS AND CONTROLS TO ALLOW OUTSIDE AIR RATES TO BE OPERATED AT THE LARGEST OF (1) THE MINIMUM LEVELS SPECIFIED IN SECTION 120.1(b)1; OR (2) THE RATE REQUIRED FOR MAKE-UP OF EXHAUST SYSTEMS THAT ARE REQUIRED FOR AN EXEMPT OR COVERED PROCESS, FOR CONTROL OF ODORS, OR FOR THE REMOVAL OF CONTAMINANTS WITHIN THE SPACE. COMPLIANT WITH SECTION 120.1(e)1 OF THE 2016 CALIFORNIA ENERGY CODE. *THIS TABLE IS BASED ON SECTIONS FROM THE 2022 CALIFORNIA ENERGY CODE CONTROL REQUIREMENTS1 FLEXIBLE DUCT MINIMUM VENTILATION RATES* TYPE OF USE CFM PER SQUARE FOOT OF CONDITIONED FLOOR AREA AUTO REPAIR WORKSHOPS 1.5 BARBER SHOPS 0.4 BARS, COCKTAIL LOUNGES AND CASINOS 0.2 BEAUTY SHOPS 0.4 COIN-OPERATED DRY CLEANING 0.3 COMMERCIAL DRY CLEANING 0.45 HIGH-RISE RESIDENTIAL VENTILATION RATES SPECIFIED BY THE CALIFORNIA BUILDING CODE HOTEL GUEST ROOMS <500 FT²30 CFM / GUEST ROOM HOTEL GUEST ROOMS >500 FT²0.15 RETAIL STORES 0.2 ALL OTHERS 0.15 *THIS TABLE IS BASED ON TABLE 120.1-A "MINIMUM VENTILATION RATES" OF THE 2022 CEC DUCTWORK INSULATION ALL MECHANICAL AND PLUMBING COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS IN/ON THE CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS PROVIDED, THE FOLLOWING COMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENT PRESCRIBED IN THE 2022 CBC, SECTIONS 1615A.1.12 THROUGH 1615A.1.22, AND ASCE 7-05, CHAPTER 6 & 13. 1. THE INSTALLED THICKNESS OF DUCT INSULATION USED TO DETERMINE ITS R- VALVE SHALL BE DETERMINED AS FOLLOWS: A. FOR DUCT BOARD, DUCT LINER AND FACTORY-MADE RIGID DUCTS NOT NORMALLY SUBJECTED TO COMPRESSION, THE NOMINAL INSULATION THICKNESS SHALL BE USED. B. FOR DUCT WRAP, INSTALLED THICKNESS SHALL BE ASSUMED TO BE 75 PERCENT (25 PERCENT COMPRESSION) OF NORMAL THICKNESS . C. FOR FACTORY-MADE FLEXIBLE AIR DUCTS, THE INSTALLED THICKNESS SHALL BE DETERMINED BY DIVIDING THE DIFFERENCE BETWEEN THE ACTUAL OUTSIDE DIAMETER AND NOMINAL INSIDE DIAMETER BY TWO. 2. INSULATED FLEXIBLE DUCT PRODUCTS INSTALLED TO MEET THIS REQUIREMENT MUST INCLUDE LABELS, IN MAXIMUM INTERVALS OF 3 FEET, SHOWING THE THERMAL PERFORMANCE R-VALUE FOR THE DUCT INSULATION ITSELF (EXCLUDING AIR FILMS, VAPOR RETARDER OR OTHER DUCT COMPONENTS), BASED ON THE TEST IN SECTION 120.4(c) AND THE INSTALLED THICKNESS DETERMINED BY SECTION 120.4(d)3. 3. PROTECTION OF INSULATION. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND, BUT NOT LIMITED TO THE FOLLOWING: A. INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE, E.G., PROTECTED BY ALUMINUM, SHEET METAL, PAINTED CANVAS OR PLASTIC COVER. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. *THIS TABLE IS BASED ON SECTIONS FROM THE 2022 CALIFORNIA ENERGY CODE. PIPE INSULATION THICKNESS FLUID TEMPERATURE RANGE, (°F) CONDUCTIVITY RANGE (IN BTU-INCH PER HOUR PER SQUARE FOOT PER °F) INSULATION MEAN RATING TEMPERATURE (°F) NOMINAL PIPE DIAMETER (IN INCHES) <1 1 TO <1.5 1.5 TO <4 4 TO <8 8< AND LARGER INSULATION THICKNESS REQUIRED (IN INCHES) SPACE HEATING, HOT WATER SYSTEMS (STEAM, STEAM CONDENSATE AND HOT WATER) AND SERVICE WATER HEATING SYSTEMS (RECIRCULATING SECTIONS, ALL PIPING IN ELECTRIC TAPE SYSTEMS, AND THE FIRST 8 FEET OF PIPING FROM THE STORAGE TANK FOR NON-RECIRUCLATING SYSTEMS) >350 0.32 -0.34 250 4.5 5.0 5.0 5.0 5.0 251 -350 0.29 -0.32 200 3.0 4.0 4.5 4.5 4.5 201 -250 0.27 -0.30 150 2.5 2.5 2.5 3.0 3.0 141 -200 0.25 -0.29 125 1.5 1.5 2.0 2.0 2.0 105 -140 0.22 -0.28 100 1.0 1.5 1.5 1.5 1.5 SPACE COOLING SYSTEMS (CHILLED WATER, REFRIGERANT AND BRINE) 40 -60 0.21 -0.27 75 NONRES (0.5) RES (0.75)1.0 1.0 1.0 <40 0.20 -0.26 50 1.0 1.5 1.5 1.5 1.5 NOTES: 1. INSULATION CONDUCTIVITY SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C335 AT THE MEAN TEMPERATURE LISTED IN THE TABLE, AND SHALL BE ROUNDED TO THE NEAREST 1/100 BTU-INCH PER HOUR PER SQUARE FOOT PER °F. 2. THIS TABLE IS BASED ON TABLE 120.3-A "PIPE INSULATION THICKNESS" OF THE 2022 CEC. NONRES (0.5) RES (0.75) AIR DISTRIBUTION DUCT SYSTEMS REQUIREMENTS PORTION OF SUPPLY AIR AND RETURN AIR DUCTS CONVEYING HEATED OR COOLED AIR LOCATED IN ONE OR MORE OF THE FOLLOWING SPACES SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-8: 1.OUTDOORS; OR 2.IN A SPACE BETWEEN THE ROOF AND AN INSULATED CEILING; OR 3.IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR OPENINGS TO THE OUTSIDE OR UNCONDITIONED SPACES; OR 4.IN AN UNCONDITIONED CRAWLSPACE; OR 5.IN OTHER UNCONDITIONED SPACES. PORTIONS OF SUPPLY AIR DUCTS THAT ARE NOT IN ONE OF THESE SPACES, INCLUDING DUCTS BURIED IN CONCRETE SLAB, SHALL BE INSULATED TO A MINIMUM INSTALLED LEVEL OR R-4.2 (OR ANY HIGHER LEVEL REQUIRED BY CMC SECTION 605.0) OR BE ENCLOSED IN DIRECTLY CONDITIONED SPACE. *THIS TABLE IS BASED ON SECTIONS FROM THE 2022 CALIFORNIA ENERGY CODE ISSUE RECORD ∆ DATE REASON FOR ISSUE BY HANGER ROD SIZES PIPE AND TUBE SIZE (INCHES) ROD SIZES (INCHES) 1/2 - 4 3/8 5 - 8 1/2 10 - 12 5/8 *THIS TABLE IS BASED ON TABLE 313.6 "HANGER ROD SIZES" OF THE 2022 CALIFORNIA MECHANICAL CODE. ELECTRICAL CONNECTION EQUIPMENT MARK DISCONNECT TYPE CONTROL / POWER RELAY BUILDING MANAGEMENT SYSTEM CONTROLLERS NONE (RECEPTACLE) NO BOILER FUSED DISCONNECT NO CHILLER (AIR-COOLED / WATER-COOLED) FUSED DISCONNECT NO COOLING TOWER FAN(S) COMBINATION MOTOR STARTER DISCONNECT NO COOLING TOWER FAN(S) - PACKAGED SYSTEM FUSED DISCONNECT NO COOLING TOWER SPRAY PUMP(S) COMBINATION MOTOR STARTER DISCONNECT NO AIR HANDLER FUSED DISCONNECT NO PACKAGED UNIT (HEAT PUMP/GAS-ELECTRIC) FUSED DISCONNECT NO FAN (AC MOTOR) 115V MOTOR-RATED SWITCH NO FAN (AC MOTOR) 208V - 460V COMBINATION MOTOR STARTER DISCONNECT NO FAN (AC MOTOR) 208V - 460V VFD INTEGRAL DISCONNECT NO FAN (EC MOTOR) COMBINATION MOTOR STARTER DISCONNECT NO SPLIT SYSTEM CONDENSER FUSED DISCONNECT NO SPLIT SYSTEM FAN-COIL (POWERED BY CU) NONE NO SPLIT SYSTEM FAN-COIL (SEPARATELY POWERED)FUSED DISCONNECT NO PUMP (AC MOTOR) 208V - 460V (SINGLE PHASE) COMBINATION MOTOR STARTER DISCONNECT NO PUMP (AC MOTOR) 208V - 460V (THREE PHASE) VFD INTEGRAL DISCONNECT NO PUMP (EC MOTOR) COMBINATION MOTOR STARTER DISCONNECT NO PUMP (115V CIRCULATOR) NONE (RECEPTACLE) NO HEPA FILTER BREAKER SIZED FOR MOCP NO AIR/VENTURI VALVE (SAV/EAV) 120V J-BOX W/ 24V TRANSFORMER NO VAV TERMINAL 120V J-BOX W/ 24V TRANSFORMER NO ELECTRONIC DAMPERS 120V J-BOX W/ 24V TRANSFORMER NO HYDRONIC CONTROL VALVES 120V J-BOX W/ 24V TRANSFORMER NO COMBINATION FIRE-SMOKE DAMPER BREAKER DISCONNECT 120V J-BOX AT UNIT YES DUCT SMOKE DETECTOR BREAKER DISCONNECT 120V J-BOX AT UNIT YES WATER HEATER NONE (RECEPTACLE) NO AIR COMPRESSOR / VACUUM PUMP FUSED DISCONNECT NO DI WATER SKID FUSED DISCONNECT NO SCHEDULE CONTRACTOR SCOPE & EQUIPMENT / MATERIAL PRODUCT SUBMITTAL (S) CLOSE-OUT PACKAGE (CO) AIR DISTRIBUTION DEVICES S DUCTWORK MATERIALS S DUCTWORK INSULATION S HVAC SPLIT-SYSTEMS S FIRE DAMPERS / FIRE-SMOKE DAMPERS / SMOKE DAMPERS S SUPPLY AND/OR EXHAUST FANS S HYDRONIC PUMPS S HYDRONIC ACCESSORIES AND SPECIALTIES S PIPING - REFRIGERANT S PIPING - HYDRONIC S PIPING INSULATION S PIPING VALVES S HANGERS AND SEISMIC - HVAC S HANGERS AND SEISMIC - PLUMBING S SHOP DRAWINGS - SHEET METAL S SHOP DRAWINGS - PRESSURIZED PIPING S BUILDING AUTOMATION SYSTEM - HARDWARE S BUILDING AUTOMATION SYSTEM - WIRING DIAGRAMS S BUILDING AUTOMATION SYSTEM - SEQUENCE OF OPERATIONS S LOCAL CONTROLS - CONTROLLERS S LOCAL CONTROLS - INSTRUMENTS AND SENSORS S PLUMBING - EQUIPMENT S PLUMBING - FIXTURES S PLUMBING - VALVES S PLUMBING - PIPE MATERIALS S PLUMBING - INSULATION S PLUMBING - MISC S BUILDING AUTOMATION SYSTEM - GRAPHICS CO CONTRACTOR RED-LINES FOR AS-BUILT RECORDS CO TEST, ADJUST, AND BALANCE - AIR CO TEST, ADJUST, AND BALANCE - HYDRONIC CO SUBMITTALS FOR THIS PROJECT SHALL BE PROVIDED IN A SINGLE ELECTRONIC DOCUMENT WITH: 1. A TABLE OF CONTENTS. 2. USE OF HIGHLIGHTING, SCOPE BOXES, OR CHECK MARKS FOR SPECIFIED EQUIPMENT ON THIS PROJECT. 3. LABELED PAGES FOR REFERENCE TO DEVICES, EQUIPMENT, OR INSTRUMENTS IN THE CONTRACT DOCUMENTS. ENGINOVA WILL REJECT A PROGRESSIVE SUBMITTAL APPROACH. THE CONTRACTOR MAY SUBSTITUTE MATERIALS OR METHODS TO PERFORM THE SCOPE OF WORK, HOWEVER, IT IS AT THE APPROVAL OF ENGINOVA. CONTRACTOR BID AND PRICING SHALL REFLECT THE DRAWINGS WITHOUT SUBSTITUTE OF MATERIALS OR METHODS. FOR DRAWING CONFLICTS OR ISSUES, REQUESTS FOR INFORMATION (RFI) OR AN ALLOWANCE MAY BE GIVEN UNTIL FINAL DIRECTION IS PROVIDED. VALUE ENGINEERING (VE) OR ALTERNATES MAY BE GIVEN TO ANALYZE DIFFERENTIAL COSTS, BUT SHALL NOT BE A PART OF THE BASE BID. BUILDING AUTOMATION POINTS LIST CO SUBMITTALS REQUIRED EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 5 : 5 0 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 23008.00 M010 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL SCHEDULES COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY AIR-COOLED SPLIT-SYSTEM FAN-COIL SCHEDULE MARK MANUFACTURER MODEL SERVICE AIRFLOW (CFM) OUTSIDE AIR (CFM) FILTER COOLING HEATING ELECTRICAL SMOKE DETECTOR VIBRATION ISOLATION DIMENSIONS NOTESCAPACITY (BTUH) SENSIBLE (BTUH) EAT (°F) LAT (°F) EER/ SEER HEATING TYPE CAPACITY (BTUH) HSPF /COP EMERG PWR (Y/N) FLA / RLA (A) MCA (A) MOCP (A) LENGTH (IN) WIDTH (IN) HEIGHT (IN) WEIGHT (LBS) FC-1-1 LG KNSAP361A MDF 211 1095 N/A (UNOCCUPI ED) - 34,000 27,200 80 / 67 55 / 54 SEE CU SCHED ULE LOCK-OUT HEATING N/A N/A NO 18.4 23 30 NO N/A 47 11 14 37 FAN COIL TO BE LOCKED IN COOLING MODE. INDOOR UNIT POWERS OUTDOOR UNIT. FC-1-2 LG KNSAP361A MDF 211 1095 (UNOCCUPI ED)- 34,000 27,200 80 / 67 55 / 54 SEE CU SCHED ULE LOCK-OUT HEATING N/A N/A NO 18.4 23 30 NO N/A 47 11 14 37 FAN COIL TO BE LOCKED IN COOLING MODE. INDOOR UNIT POWERS OUTDOOR UNIT. CONDENSING UNIT SCHEDULE MARK MANUFACTURER MODEL SERVICE COOLING HEATING ELECTRICAL DIMENSIONS NOTESCAPACITY (BTUH)EER2/SEER2 HEATING TYPE CAPACITY (BTUH/HR)HSPF V / Ph / Hz FLA/RLA MCA MOCP LENGTH (IN) WIDTH (IN) HEIGHT (IN) WEIGHT (LB.) CU-1-1 LG KUSAP361A MDF 211 34,000 10/20 NO HEATING N/A N/A 208 / 1 / 60 18.4 23 30 38 13 55 207 OUTDOOR UNIT TO POWER INDOOR UNIT. PROVIDE WITH 5,000 HOUR SALT SPRAY COIL COATING. PROVIDE BACNET GATEWAY FOR BMS INTERGRATION FOR MONITORING ONLY. CU-1-2 LG KUSAP361A MDF 211 34,000 10/20 NO HEATING N/A N/A 208 / 1 / 60 18.4 23 30 38 13 55 207 OUTDOOR UNIT TO POWER INDOOR UNIT. PROVIDE WITH 5,000 HOUR SALT SPRAY COIL COATING. PROVIDE BACNET GATEWAY FOR BMS INTERGRATION FOR MONITORING ONLY. EXISTING VAV TERMINAL SCHEDULE MARK MANUFACTURER MODEL SERVICE INLET SIZE (IN) AIR HEATING WEIGHT (LBS)NOTESMINIMUM DEAD BAND FLOW (CFM) HEATING FLOW (CFM) COOLING FLOW (CFM) EAT (°F) LAT (°F) NUMBER OF ROWS HEAT CAPACITY (BTUH) GPM EWT (°F) LWT (°F) (E)VAV-2-1 EXISTING EXISTING STORAGE 208/209 8 75 125 360 55 85 EXISTING 4,212 0.3 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-2 EXISTING EXISTING OPEN OFFICE 200 8 70 115 320 55 85 EXISTING 3,726 0.2 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-3 EXISTING EXISTING CONFERENCE 210/OFFICE 212 8 90 155 440 55 85 EXISTING 5,022 0.3 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-4 EXISTING EXISTING OPEN OFFICE 200 8 75 125 360 55 85 EXISTING 4,212 0.3 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-5 EXISTING EXISTING OPEN OFFICE 200 8 85 150 420 55 85 EXISTING 4,860 0.3 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-6 EXISTING EXISTING OPEN OFFICE 200 10 160 280 800 55 85 EXISTING 9,072 0.6 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-7 EXISTING EXISTING OFFICE GROWTH 213 8 60 105 300 55 85 EXISTING 3,402 0.2 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-8 EXISTING EXISTING OFFICE GROWTH 213 10 180 315 900 55 85 EXISTING 10,206 0.7 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-9 EXISTING EXISTING OFFICE GROWTH 213 8 70 125 350 55 85 EXISTING 4,050 0.3 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-10 EXISTING EXISTING OFFICE GROWTH 213 10 195 335 960 55 85 EXISTING 11,016 0.7 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-11 EXISTING EXISTING OPEN OFFICE 200 10 160 280 800 55 85 EXISTING 9,072 0.6 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-12 EXISTING EXISTING OPEN OFFICE 200 10 120 210 600 55 85 EXISTING 6,804 0.5 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-13 EXISTING EXISTING OPEN OFFICE 200 12 250 440 1250 55 85 EXISTING 14,256 1.0 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-14 EXISTING EXISTING OPEN OFFICE 200 12 350 615 1750 55 85 EXISTING 19,926 1.3 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-15 EXISTING EXISTING OPEN OFFICE 200 10 130 230 650 55 85 EXISTING 7,452 0.5 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-16 EXISTING EXISTING OPEN OFFICE 200 10 190 335 950 55 85 EXISTING 10,854 0.7 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-17 EXISTING EXISTING OPEN OFFICE 200 12 190 560 1600 55 85 EXISTING 18,144 1.2 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-2-18 EXISTING EXISTING OPEN OFFICE 200 12 240 420 1200 55 85 EXISTING 13,608 0.9 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-120A- 1 EXISTING EXISTING OPEN OFFICE 200 10 195 400 970 55 85 EXISTING 11,016 0.7 180 150 EXISTING EXISTING TO REMAIN. (E)VAV-120A- 2 EXISTING EXISTING OPEN OFFICE 200 12 100 490 1400 55 85 EXISTING 15,876 1.1 180 150 EXISTING EXISTING TO REMAIN. PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT NAME MANUFACTURER MODEL V/PH/HZ FLA OR WATTS MOTOR (HP) CONTROL INTEGRATION (Y/N) OPERATIONAL WEIGHT (LBS)DESCRIPTION CDP-1 CONDENSATE PUMP LITTLE GIANT EC-1K-DV 0.18 - - NO 1.7 MINI CONDENSATE PUMP. 1.8 GPH AT 1' HEAD. AIR DISTRIBUTION DEVICE SCHEDULE MARK MANUFACTURER MODEL DIMENSIONS INSTALLATION PAINT/FINISH MATERIAL NOTESFACE SIZE NECK SIZE RG-1 TITUS PAR 24"x24" MATCH DUCT T-GRID MATCH CEILING STEEL MATCH EXISTING BUILDING STANARDS AS CLOSELY AS POSSIBLE. SD-1 TITUS PCS 24"x24" MATCH DUCT T-GRID MATCH CEILING STEEL MATCH EXISTING BUILDING STANARDS AS CLOSELY AS POSSIBLE. EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 5 : 5 8 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 23008.00 M020 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL ENERGY CODE COMPLIANCE COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY T T T T T T T T T T T T T T T T T T T T OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A 2 B 4 5 6 7 8 A.9 C D 9 109.7 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 M220 1 M320 1 M420 1 M520 1 M620 1 11 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 0 2 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 1/16" = 1'-0"23008.00 M120 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL SECOND FLOOR OVERALL PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY 1/16" = 1'-0" MECHANICAL SECOND FLOOR OVERALL PLAN 1 T T T T T T T T T T T T T T T T T T T T OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 RELOCATE (E)VAV-2-2 THERMOSTAT PER M520 RELOCATE (E)VAV-2-1 THERMOSTAT PER M520 RELOCATE (E)VAV-2-12 THERMOSTAT PER M520 (R)VAV-2-3 (E)VAV-2-1 (E)VAV-2-2 (E)VAV-2-8 11 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 0 5 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 3/32" = 1'-0"23008.00 M220 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL SECOND FLOOR DEMOLITION PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 3/32" = 1'-0" MECHANICAL SECOND FLOOR DEMOLITION PLAN 1 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY T T T T T T T T T T T T T T T T T T T T OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 POC OF 12"RA TO (E)32"x16"RA POC OF 12"RA TO (E)32"x16"RA 1-1 FC 1-2 FC (E)VAV-2-1 (E)VAV-2-2 (E)VAV-2-12 (E ) 1 0 " S A (E ) 1 0 " S A (E ) 1 0 " S A (E)10"SA(E)8"SA (E)10"SA (E ) 1 0 " S A (E)12"SA(E)8"SA (E)60"x16"RA (E ) 6 0 " x 1 6 " R A (E)52"x16"SA (E ) 5 2 " x 1 6 " S A (E)34"x16"RA (E ) 3 4 " x 1 6 " R A (E ) 4 8 " x 1 6 " R A 14 " S A 12"SA 8" S A (E)8"SA (E)8"SA POC OF 14"SA TO (E)VAV PLENUM POC OF 8"SA TO (E)52"x16"SA 8" S A 8" S A (E)8"SA POC OF 8"SA TO (E)8"SA POC OF 8"SA TO (R)VAV PLENUM POC OF 8"SA TO (E)8"SA (E)10"SA (E)24"SA (E ) 1 4 " S A (E ) 1 2 " S A (E)10"SA (E)16"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E ) 1 4 " S A (E)14"SA (E)12"SA (E)18"SA (E)16"SA (E)10"SA (E ) 1 8 " x 1 4 " S A (E)12"SA (E ) 1 0 " S A (E)12"SA (E)12"SA (E)16"RA (E)16"RA (E)18"SA(E)16"SA (E ) 1 4 " S A (E ) 1 2 " S A (E ) 1 2 " S A (E ) 1 0 " S A (E ) 1 8 " S A (E)16"SA(E)12"SA (E)18"SA(E)10"SA (E)10"SA (E)10"SA (E ) 1 8 " R A (E)16"RA (E)12"RA (E)8"RA (E)8"RA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA(E)12"SA (E)12"SA (E)16"RA (E ) 2 4 " S A (E ) 1 8 " S A (E)10"SA (E)10"SA (E ) 1 6 " S A (E)10"SA (E)10"SA (E)8"RA (E)12"RA (E ) 1 4 " R A (E)12"SA (E)14"RA (E)14"RA (E)18"RA (E ) 1 8 " R A (E)14"RA (E)14"RA (E)24"RA (E)8"RA (E)8"RA (E)8"RA (E)8"RA (E)10"SA (E)12"SA (E)10"SA (E)10"SA (E)10"SA (E ) 1 0 " S A (E ) 1 6 " S A (E)12"SA (E)16"SA (E)12"SA (E)14"SA (E)10"SA (E)10"SA (E)10"SA (E ) 1 4 " S A (E ) 1 2 " S A (E ) 1 0 " S A (E)12"SA (E)12"SA (E)12"SA (E)8"SA (E ) 1 0 " S A (E)18"SA (E)12"SA (E)14"RA (E)14"RA (E)12"SA (E)10"SA (E)10"SA (E)10"SA (E)10"SA (E)12"SA (E)12"SA (E ) 1 0 " S A (E)10"SA (E ) 1 6 " S A (E)10"S A (E ) 1 4 " S A (E ) 2 4 " S A (E)10"SA (E)8"SA (E ) 1 8 " S A (E ) 1 2 " S A (E)8"SA (E)10"SA (E ) 1 2 " S A (E)8"SA (E)10"SA (E)12"SA (E)16"SA (E)10"SA (E)14"SA (E)14"SA (E)10"SA (E)14"RA (E)14"RA (E ) 1 8 " R A (E ) 1 8 " R A (E)12"RA (E ) 1 0 " S A (E ) 8 " S A (E)10"SA (E)10"SA (E)10"SA (E ) 1 0 " S A (E ) 1 4 " S A (E)14"SA (E)12"SA (E ) 1 4 " R A (E)10"TA (E)8"SA (E)8"SA (E)10"SA (E)10"SA (E)14"SA (E)12"SA (E)12"SA (E)12"SA 12 " R A 12 " R A (E)12"RA (E ) 8 " S A (E)8"SA (E)8"SA (E ) 1 2 " R A (E ) 1 2 " R A (E)8"RA (E)10"RA (E ) 1 8 " R A (E ) 1 4 " R A 8"SA (E ) 8 " R A (E ) 1 0 " S A (E)10"SA (E)10"SA (E)12"SA (E)8"EA (E)VAV-120A-2 (E)VAV-120A-1 (E)VAV-2-15 (E)VAV-2-16 (E)VAV-2-13 (E)VAV-2-14 (E)VAV-2-5 (E)VAV-2-17 (E)VAV-2-4 (E)VAV-2-6 (E)VAV-2-7 (E)VAV-2-8 (E)VAV-2-9 (E)VAV-2-18 (E)VAV-2-10 (E)VAV-2-11 (E)8"SA (R)VAV-2-3 (E)22"RA (E)10 " R A (E ) 1 8 " R A 11 3/32" = 1'-0" MECHANICAL SECOND FLOOR PLAN 1 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 0 9 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 3/32" = 1'-0"23008.00 M320 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL SECOND FLOOR PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY A 2 B 4 5 6 7 8 A.9 C D 9 109.7 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 1-2 CU 1-1 CU REFRIGERANT DN TO 2ND FL 11 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 0 9 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 1/16" = 1'-0"23008.00 M330 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL ROOF PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1/16" = 1'-0" MECHANICAL ROOF PLAN 1 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 REFRIGERANT UP TO ROOF 1-1 FC 1-2 FC 11 3/32" = 1'-0" MECHANICAL SECOND FLOOR PIPING PLAN 1 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 1 1 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 3/32" = 1'-0"23008.00 M420 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL SECOND FLOOR PIPING PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY T T T T T T T T T T T T T T T T T T T T OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 RELOCATED THERMOSTAT FOR (E)VAV-2-2RELOCATED THERMOSTAT FOR (E)VAV-2-1 RELOCATED THERMOSTAT FOR (E)VAV-2-12 ZONE 2-11 VAV 2-11 AHU-2-WE ZONE 2-10 VAV 2-10 AHU-2-WE ZONE 2-9 VAV 2-9 AHU-2-WE ZONE 2-8 VAV 2-8 AHU-2-WE ZONE 2-7 VAV 2-7 AHU-2-WE ZONE 2-6 VAV 2-6 AHU-2-WE ZONE 2-17 VAV 2-17 AHU-2-WE ZONE 2-4 VAV 2-4 AHU-2-WE ZONE 2-5 VAV 2-5 AHU-2-WE ZONE 2-5 VAV 2-5 AHU-2-WE ZONE 2-3 VAV 2-3 AHU-2-WE ZONE 2-3 VAV 2-3 AHU-2-WE ZONE 2-2 VAV 2-2 AHU-2-WE ZONE 2-1 VAV 2-1 AHU-2-WE ZONE 2-13 VAV 2-13 AHU-2-WE ZONE 2-12 VAV 2-12 AHU-2-WE ZONE 2-21 HP-120C ZONE 2-22 HP-60 ZONE 2-15 VAV 2-15 AHU-2-WE ZONE 2-20 VAV 120A-1 HP 120A ZONE 2-19 VAV 120A-2 HP 120A ZONE 2-16 VAV 2-16 AHU-2-WE ZONE 2-18 VAV 120A-1 HP 120A ZONE 2-23 FC-1/CU-1 FC-2/CU-2 11 3/32" = 1'-0" MECHANICAL SECOND FLOOR ZONING PLAN 1 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 1 2 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 3/32" = 1'-0"23008.00 M520 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL SECOND FLOOR ZONING PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 STORAGE 213 (E) ELEC 214 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 CONFERENCE 210 OFFICE 212 MDF 211 (E) (E) MTRL CONVEYOR (E) (E) STAIRS A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 700 700 320 320 320 320 (E)VAV-120A-2 (E)VAV-120A-1 485 485 1200 400 400 450 250 250 250 250 250 250 250 250 250 250 250 215 215 215 320 320 ? 830 840 840 840 320 320320 320 320 235 235 235 235 235 400 400 400 400 420 400 400 (E)VAV-2-16 (E)VAV-2-15 (E)VAV-2-17 (E)VAV-2-5 800 800 320 320 320 350 (E)VAV-2-11 (E)VAV-2-10 (E)VAV-2-9 (E)VAV-2-18 (E)VAV-2-6 540 540 540 225 225 SD-1 225 225 (E)VAV-2-8 (E)VAV-2-7 150 150 400 400 400 RG-1 900 RG-1 800 (E)VAV-2-14 (E)VAV-2-13 (E)VAV-2-1 (E)VAV-2-2 1100 1100 250 250 250 250 250 250 250 250 250 250250 250 450 (E)VAV-2-12 180 180 (E)VAV-2-4 (E)VAV-2-3 250 1000 SD-1 200 SD-1 200 SD-1 200 120120200200200200200 600600 100100 150150150150 150 1100 SD-1 100 100 SD-1 200 200 11 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 1 7 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 3/32" = 1'-0"23008.00 M620 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL REFLECTED CEILING PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 3/32" = 1'-0" MECHANICAL REFLECTED CEILING PLAN 1 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY AH-10 BV-1 AH-9 BFV-1 EQUIPMENT IDENTIFICATION AND TAGGING 1. PERMANENT LABELS SHALL BE AFFIXED TO ALL EQUIPMENT, WHETHER LOCATED INDOOR OR OUTDOOR. EQUIPMENT LABELING REQUIREMENTS SHALL NOT BE MET THROUGH HAND-WRITTEN MARKER ON THE ENCLOSURE ITSELF OR ON TAPE. 2. MECHANICAL EQUIPMENT SHALL BE IDENTIFIED WITH AN EMBOSSED/ENGRAVED LABEL THAT IS PERMANENTLY ADHERED TO THE ENCLOSURE OF THE UNIT IN AN EASILY OBSERVABLE LOCATION. IF LOCATED OUTDOORS IT SHALL BE ON THE NORTH OR EAST FACES OF THE ENCLOSURE, IF POSSIBLE. 3. THE TEXT SHALL BE OF WHITE COLOR AND THE LABEL SHALL BE OF A COLOR WHICH MATCHES THE TYPICAL SERVICE. 3.1. EQUIPMENT: BLACK 3.2. WARNING LABELS AND SIGNS: RED 3.3. CHILLED WATER: GREEN 3.4. CONDENSER WATER PIPING: GREEN 3.5. HEATING WATER: YELLOW (WITH BLACK TEXT) OR RED 3.6. REFRIGERANT: PURPLE 3.7. SUPPLY AIR: BLUE 3.8. RETURN AIR: PURPLE OR MAGENTA 3.9. EXHAUST AIR: GREEN 3.10.OUTSIDE AIR: CYAN OR LIGHT BLUE 4. GENERALLY, LOCATE LABELS: 4.1. NEAR POINTS WHERE UTILITIES ENTER INTO AND EXIT FROM CONCEALED SPACES AND AT MAXIMUM INTERVALS OF 50 FEET IN EACH SPACE WHERE DUCTS ARE EXPOSED OR CONCEALED BY REMOVABLE CEILING SYSTEM. REDUCE INTERVALS TO 25 FEET IN AREAS OF CONGESTED CEILING SPACE. 4.2. NEAR EACH VALVE AND CONTROL DEVICE. 4.3. NEAR EACH BRANCH CONNECTION, EXCLUDING SHORT TAKEOFFS FOR FIXTURES AND TERMINAL UNITS. WHERE FLOW PATTERN IS NOT OBVIOUS, MARK EACH PIPE AT BRANCH. 4.4. NEAR PENETRATIONS AND ON BOTH SIDES OF THROUGH WALLS, FLOORS, CEILINGS, AND INACCESSIBLE ENCLOSURES. 4.5. AT ACCESS DOORS, MANHOLES, AND SIMILAR ACCESS POINTS THAT PERMIT VIEW OF CONCEALED PIPING. 4.6. NEAR MAJOR EQUIPMENT ITEMS AND OTHER POINTS OF ORIGINATION AND TERMINATION. 5. PROVIDE FLOW DIRECTION ARROWS INTEGRAL WITH DUCT OR PIPE SYSTEMS SERVICE LETTERING, ACCOMMODATE BOTH DIRECTIONS OR AS SEPARATE UNIT ON EACH LABEL TO INDICATE FLOW DIRECTION. 6. LABEL DIMENSION FOR EQUIPMENT MAY VARY IN SIZE, BUT SHALL BE READABLE FROM A DISTANCE OF 10 FEET. 7. ADHESIVE AND LABELS ON EQUIPMENT WHICH MAY BE HOT MUST BE ABLE TO WITHSTAND 180ºF. 8. PIPE AND PIPE INSULATION LABELS SHALL BE OF THE SELF-ADHESIVE PRINTED PLASTIC TYPE. 9. IF THIS PERMIT IS A TENANT IMPROVEMENT WITH EXISTING EQUIPMENT ALREADY IN PLACE AND/OR THERE IS A BUILDING AUTOMATION SYSTEM, THE INSTALLING CONTRACTOR SHALL COORDINATE WITH THE BUILDING OWNER FOR THE NEXT CHRONOLOGICAL EQUIPMENT TAG TO USE IF DIFFERING FROM THESE CONTRACT DRAWINGS. CONTRACTOR SHALL FURNISH AND INSTALL REPLACEMENT FILTER AND CONFIRM DAMPER ACTUATOR IS ADJUSTED AND CONTROLLING PROPERLY. MIN. 1.5 DUCT DIAMETERS COLD AIR LOW LOSS FITTING SEE 6/MP5.1 FOR REFERENCE SUPPLY AIR DUCT SLIP AND DRIVE CLEAT CONNECTION SOUND ATTENUATOR OR PLENUM WITH 1" THICK DUCT LINER 5/16" DIA. STEEL ROD VARIABLE AIR VOLUME (VAV) AIR VALVE FLEXIBLE COUPLING TRANSFORMER BOX CONTROL BOX SUSPEND ELBOW WITH TIE DRAW BANDS SNUG, WITHOUT CRUSHING FLEXIBLE DUCT DIFFUSER CEILING STRUCTURE PROVIDE DURABLE ELBOW SUPPORT RIGID DUCT FLEXIBLE DUCT MAXIMUM LENGTH 5 FT (OVERALL) 1D M I N I M U M ; 3 D P R E F E R R E D NOTES: 1. ROUND NECK CEILING DIFFUSER SHOWN. PROVIDE SQUARE TO ROUND ADAPTER (8" MIN. HEIGHT) FOR SQUARE NECK DIFFUSERS. 2. ROUND NECK SIZE AS INDICATED ON DRAWINGS. 3. RETURN AND EXHAUST REGISTERS INSTALLED SIMILARLY. 4. FOR HARD CEILINGS PROVIDE SURFACE MOUNTED TYPE CEILING DIFFUSERS WITH OPPOSED BLADE DAMPERS. 5. SEE SPECIFICATION FOR AIR DISTRIBUTION TYPE. 6. WHERE FACTORY INSTALLED SHEET METAL FITTING ENDS ARE PROVIDED, ATTACH TO BRANCH DUCT WITH SHEET METAL SCREWS AND DUCT SEALER. 7. WHEN LENGTH OF STRAIGHT DUCT UPSTREAM OF DIFFUSER IS LESS THAN 3D, PROVIDE AN EQUALIZING GRID. L = 1/4 * W (6" MINIMUM) MANUAL VOLUME BALANCING DAMPER MAIN DUCT DUCT BRANCH WITH LOW-LOSS FITTING 45º L W MAIN TRUNK DUCT BRANCH DUCT TYP.FOR 90° 45° 90° BRANCH TAKE OFF "Y" BRANCH TAKE OFF MAIN TRUNK DUCT BRANCH DUCT TYP. FOR 45° 30° ELBOW 2 PCS 45° ELBOW 3 PCS 60° ELBOW 4 PCS 90° ELBOW 5 PCS 15° 15°11 1/4° 22 1/2° 11 1/4° 10° 20° 20° 10° 11 1/2° 22 1/4° 22 1/2° 22 1/4° 11 1/2" D D MIN D D MIN D D MIN D D MIN 12" CLEARANCE FOR REAR AND SIDES 30" SERVICE ACCESS CLEARANCE ANCHOR DETAIL (TYP. 4) CONDENSER UNIT (2) #10X\" PLATED TEK SCREW 16 GA. GALVANIZED CORNER BRACE ANCHOR BOLT, SEE STRUCTURAL DWGS. BUILDER TO SUPPLY "DUROGRID" HOUSEKEEPING PAD LIQUID AND VAPOR FRONT VIEW RIGHT VIEWLEFT VIEW CEILING FLOOR TYPICAL FANCOIL INDOOR UNIT REFRIGERANT LINE SET TO OUTDOOR UNIT. REFER TO PLANS FOR ROUTING. KNOCKOUT FOR LEFT OR RIGHT SIDE REFRIGERANT, DRAIN, POWER AND SIGNAL LINES MOUNT TO WALL PER MFG. RECOMMENDATIONS. PROVIDE FANCOIL WITH MFG. MOUNTING KIT. (E) WALL MI N 6 ' - 0 " MI N . 6 " SCHEDULED DOOR & FRAME FIRE/LIFE SAFETY DEVICE, TYP. THERMOSTAT (WHERE OCCURS) MAXIMUM 4'-0" TYPICAL ELECTRICAL SWITCH OCCUPANCY SENSOR, CARD READER ELECTRICAL AND TEL/DATA OUTLETS. SEE PLAN FOR LOCATIONS. 3/16" MACHINE BOLT SPIRAL GALV. SHEET METAL DUCT AND FITTINGS. CONNECT STRAP TO ROOF FRAMING MEMBER GALVANIZED SHEET METAL STRAP. PROVIDE SEISMIC RESTRAINTS PER LATEST EDITION, SMACNA "GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS & PLUMBING PIPING SYSTEMS." NOTE: WOOD CURB AT LEAST 8" HIGH ABOVE THE ROOF DECK. CANT STRIP MULTIPLE PIPE EXITING AWAY FROM THE DIRECT WEATHER SIDE OF THE CURB. SLOPE PIPES AWAY FROM THE HOOD. 26. GA COUNTER-FLASHING CAP SHEET BASE FLASHING FULLY ADHERED TO THE STRIPPING PLY, INSTALLED TO THE TOP OF THE CURB AND 6" BEYOND THE TOE OF THE CANT. STRIPPING/BACKER PLY FULLY ADHERED AND EXTENDING A MIN. OF 3" BEYOND THE TOE OF THE CANT. CAP SHEET SURFACING FULLY ADHERED TO THE BASE/INTER-PLIES BASE/INTER-PLY INSTALLED OVER THE INSULATION/COVER BOARD OR ROOF SUBSTRATE INSULATE VOID IN COLD CLIMATE 6" 3" EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL M ICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 0 6 : 1 7 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t As indicated23008.00 M910 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver MECHANICAL DETAILS COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY SCALE:N.T.S.1 EQUIPMENT IDENTIFICATION AND TAGGING SCALE:N.T.S.2 EXISTING RELOCATED VAV BOX DETAIL SCALE:N.T.S.3 DIFFUSER WITH FLEXIBLE DUCT CONNECTION SCALE:N.T.S.4 RECTANGULAR DUCT TAKE-OFF SCALE:N.T.S.5 ROUND DUCT TAKE-OFF SCALE:N.T.S.6 ROOFTOP CONDENSER UNIT SCALE:N.T.S.7 WALL MOUNTED DX SPLIT SYSTEM SCALE:N.T.S.8 THERMOSTAT MOUNTING SCALE:N.T.S.9 DUCT HANGER EXPOSED ROUND - ISO SCALE:N.T.S.10 SHEET METAL HOOD FLASHING PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL FIELD VEFIRY EXACT SIZE, MATERIAL AND POC OF ALL EXISTING PIPING PRIOR TO THE COMMENCEMENT OF WORK. 2. ALL PIPING AND EQUIPMENT SHALL COMPLY WITH THE LATEST IAPMO STANDARDS & ALL APPLICABLE BUILDING CODES, LOCAL OR OTHERWISE. 3. WASTE PIPING SHALL BE PITCHED AT A MINIMUM OF 1/4" INCH PER FOOT WHERE POSSIBLE.PIPING GREATER THAN 4 INCHES IN DIAMETER ONLY, MAY BE PITCHED AT A MINIMUM OF 1/8" PER FOOT, AS REQUIRED, BY THE APROVAL OF THE ADMINSITRATIVE AUTHORITY. 4. ALL EQUIPMENT GIVING OFF WASTE OR CONDENSATE ARE REQUIRED TO DRAIN INTO FLOOR SINKS OR OTHER APPROVED P-TRAPS. 5. WALL HUNG FIXTURES SHALL BE SECURELY ATTACHED TO WOOD BLOCKING SECURELY FRAMED IN. 6. WATER HAMMER ARRESTORS SHALL BE PROVIDED AT EACH FIXTURE, APPLIANCE, OR EQUIPMENT WITH QUICK CLOSING HOT AND COLD WATER CONNECTIONS. 7. HOT WATER PIPING SHALL BE INSULATED WITH FIBERGLASS PIPE INSULATION WITH A VAPOR BARRIER, AS REQUIRED FOR LOCAL WEATHER CONDITIONS. INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH SECTION 609.11.1 AND SECTION 609.11.2. 609.11.1 INSULATION REQUIREMENTS. DOMESTIC HOT WATER PIPING SHALL BE INSULATED. 609.11.2 PIPE INSULATION WALL THICKNESS. HOT WATER PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE FOR A PIPE UP TO 2 INCHES (50 MM) IN DIAMETER. INSULATION WALL THICKNESS SHALL BE NOT LESS THAN 2 INCHES (51 MM ) FOR A PIPE 2 INCHES (50 MM) OR MORE IN DIAMETER. EXCEPTIONS: A. PIPING THAT PENETRATES FRAMING MEMBERS SHALL NOT BE REQUIRED TO HAVE PIPE INSULATION FOR THE DISTANCE OF THE FRAMING PENETRATION. B. HOT WATER PIPING BETWEEN THE FIXTURE CONTROL VALVE OR SUPPLY STOP AND THE FIXTURE OR APPLIANCE SHALL NOT BE REQUIRED TO BE INSULATED. 8. THE EXACT LOCATION OF ALL ACCESS PANELS SERVING TRAP PRIMERS, SHUT-OFF VALVES, OR SIMILAR PLUMBING DEVICES, SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 9. ALL NEW PIPING SHALL BE PRESSURE TESTED TO THE APPROVAL OF THE ADMINISTRATIVE AUTHORITY AND MINIMUM STANDARDS AS FOLLOWS: SANITARY PIPING: MIN. WATER PRESSURE 5 PSI FOR 15 MINUTES. WATER PIPING: MIN. WATER PRESSURE 120 PSI FOR 15 MINUTES. 10. COLD & HOT WATER PIPING TO FIXTURES SHALL BE THOROUGHLY FLUSHED AND RINSED PRIOR TO PLACING IN SERVICE. 11. JANITORIAL SINK FAUCETS SHALL BE PROTECTED WITH AN APPROVED BACKFLOW PREVENTION DEVICES.CONNECTIONS BETWEEN COPPER OR BRASS PIPING WITH FERROUS MATERIALS SHALL BE MADE WITH APPROVED DIELECTRIC COUPLINGS. 12. CONNECTIONS BETWEEN COPPER OR BRASS PIPING WITH FERROUS MATERIALS SHALL BE MADE WITH APPROVED DIELECTRIC COUPLINGS. 13. ALL ROOF PENETRATIONS SHALL BE FLASHED AND COUNTER FLASHED TO ENSURE A DURABLE WATERPROOF MEMBRANE. 14. ALL PIPING SHALL BE SUPPORTED AT THE MINIMUM INTERVALS SHOWN BELOW: SIZE SUPPORT SPACING 1/2" 6 FT 3/4"8 FT 1"8 FT 1-1/4"10 FT LARGER SIZES 10 FT 15. ALL FLOOR, WALL OR GROUND CLEAN-OUTS SHALL BE INSTALLED IN WITH SUFFICIENT SPACE FOR SERVICE AND IN COMPLETE ACCORDANCE WITH THE LOCAL BUILDING CODE REQUIREMENTS 16. ALL FLOOR MOUNTED SANITARY CLEAN-OUTS SHALL HAVE SKID-RESISTANT COVER PLATES. 17. FOR THE PURPOSES OF CLEARNESS AND LEGIBILITY, THE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND, ALTHOUGH SIZE AND LOCATION OF EQUIPMENT IS DRAWN TO SCALE WHEREVER POSSIBLE, THE CONTRACTOR SHALL MAKE USE OF ALL DATA IN ALL OF THE CONTRACT DOCUMENTS, AND VERIFY THIS INFORMATION AT THE BUILDING SITE. 18. DRAWINGS INDICATE REQUIRED SIZE AND TERMINATION OF PIPES AND DUCTWORK, AND SUGGEST PROPER ROUTES OF PIPING TO CONFORM TO THE STRUCTURE, TO AVOID OBSTRUCTIONS AND TO PRESERVE CLEARANCE. HOWEVER, IT IS NOT THE INTENTION TO INDICATE ALL NECESSARY OFFSETS AND IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL THE PIPING AND DUCTWORK IN SUCH A MANNER AS TO CONFORM TO THE STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, KEEP OPENINGS & PASSAGEWAYS CLEAR, & MAKE ALL EQUIPMENT REQUIRING INSPECTION, MAINTENANCE OR REPAIR, ACCESSIBLE WITHOUT FURTHER INSTRUCTIONS OR EXTRA COST TO THE OWNER. 19. CROSS CONNECTION PROTECTION SHALL BE PROVIDED AT ALL POTABLE WATER SUPPLIED APPLIANCES OR EQUIPMENT. PLUMBING NOTES 1. INSULATION MATERIAL SHALL MEET THE CALIFORNIA QUALITY STANDARD PER SECTION 110.8 ENERGY EFFICIENCY STANDARDS (E.E.S.). 2. ALL PIPING SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3, 120.4 AND 120.7 TITLE 24 ENERGY STANDARDS AND CHAPTER 6 CMC. 3. EACH FIXTURE TRAP SHALL HAVE A PROTECTING VENT SO LOCATED THAT THE DEVELOPED LENGTH OF THE TRAP ARM FROM THE TRAP WEIR TO THE INNER EDGE OF THE VENT SHALL BE WITHIN THE DISTANCE GIVEN IN TABLE 1002.2 CPC, BUT IN NO CASE LESS THAN TWO TIMES THE DIAMETER OF THE TRAP ARM. 4. EACH PLUMBING FIXTURE THAT CONNECTS TO THE SANITARY SEWER SYSTEM SHALL BE PROPERLY TRAPPED AND VENTED IN ACCORDANCE WITH THE 2022 CPC. 5. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CALIFORNIA PLUMBING CODE. 6. EACH VENT SHALL RISE VERTICALLY TO A POINT OF NOT LESS THAN SIX (6) INCHES ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE BEING SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT. 7. WATER HEATER (IH-1) IS A LISTED NON-STORAGE, INSTANTANEOUS HEATER HAVING AN INSIDE DIAMETER OF NOT MORE THAN 3 INCHES. 8. LAVATORY FAUCETS IN RESTROOMS SHALL BE THE SELF CLOSING TYPE AND SHALL NOT EXCEED A WATER FLOW OF 0.20 GALLONS PER CYCLE. 9. EACH SHOWERHEAD SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM. 10. EACH KITCHEN FAUCET SHALL NOT EXCEED A WATER FLOW OF 1.8 GPM. GM 1% SYMBOL ABBR SYMBOL PLUMBING LEGEND BFV CV BV PRV BV DESCRIPTION DESCRIPTIONABBR S S V CW HW HWR G N2 H2 CO2 LN2 LV CD CWS CWR DI GV AV SOV MV MV P&TRV TP BP FC WHA HB FDC PG GM GR SYMBOL DESCRIPTIONABBR WCO FS FCO FD AD/DD IWR RD/OD POC POD VTR ACTUATOR VALVE AUTOMATIC AIR VALVE BALL VALVE BUTTERFLY VALVE CHECK VALVE BALANCING VALVE GLOBE VALVE PRESSURE REDUCING VALVE BOTTOM OF PIPE TAKEOFF TOP OF PIPE TAKEOFF PIPE DOWN PIPE UP G NATURAL GAS PIPING S SANITARY OR WASTE PIPING ABOVE GRADE OR FLOOR SLAB S SANITARY OR WASTE PIPING BELOW GRADE OR FLOOR SLAB V WASTE VENT PIPING CW DOMESTIC COLD WATER PIPING HW DOMESTIC HOT WATER PIPING (14O° F MAXIMUM) HWR DOMESTIC HOT WATER RECIRCULATING PIPING N2 H2 CO2 LN2 LAB HYDROGEN PIPING CARBON DIOXIDE PIPING LIQUID NITROGEN PIPING LAB NITROGEN PIPING LV LAB VACUUM PIPING CD CONDENSATE DRAIN PIPING CWR CHILLED WATER RETURN PIPING CWS CHILLED WATER SUPPLY PIPING DI DEIONIZED WATER PIPING IW INDUSTRIAL WASTE PIPING ABOVE GRADE OR FLOOR SLAB AW ACID WASTE PIPING ABOVE GRADE OR FLOOR SLAB AV ACID VENT PIPING MPG MEDIUM PRESSURE GAS HHWS HEATING HOT WATER SUPPLY HHWR HEATING HOT WATER RETURN IW AW AV MPG HHWS HHWR TG TRIPLE GASTG CA COMPRESSED AIRCA DIRECTION OF FLOW UNION REDUCER OR INCREASER GATE VALVE MIXING VALVE GAS COCK VALVE TRAP PRIMER VALVE BACKFLOW PREVENTER STRAINER PIPE CAP FLEXIBLE PIPE CONNECTION WATER HAMMER ARRESTOR HOSE BIBB SHUT-OFF VALVE ON RISER OR DROP PRESSURE GAUGE GAS METER GAS REGULATOR THERMOMETER WALL CLEANOUT FLOOR DRAIN FLOOR SINK INDIRECT WASTE RECEPTOR AREA DRAIN OR DECK DRAIN POINT OF CONNECTION POINT OF DISCONNECT VENT THRU ROOF PIPING SLOPE GM 1% S S V CW HW HWR G N2 H2 CO2 LN2 LV CD CWS CWR DI HB PG GM GR WCO FS FCO FD AD/DD IWR RD/OD POC POD VTR BOTTOM OF PIPE TAKEOFF TOP OF PIPE TAKEOFF PIPE DOWN PIPE UP G S S V CW HW HWR N2 H2 CO2 LN2 LV CD CWR CWS DI IW AW AV MPG HHWS HHWR IW AW AV MPG HHWS HHWR TG TG CA CA DIRECTION OF FLOW PRESSURE & TEMPERATURE RELIEF VALVE HOSE BIBB FIRE DEPARTMENT CONNECTION PRESSURE GAUGE GAS METER GAS REGULATOR THERMOMETER WALL CLEANOUT FLOOR CLEANOUT OR CLEANOUT TO GRADE FLOOR DRAIN FLOOR SINK INDIRECT WASTE RECEPTOR ROOF DRAIN & OVERFLOW ROOF DRAIN AREA DRAIN OR DECK DRAIN POINT OF CONNECTION POINT OF DISCONNECT PIPING OR EQUIPMENT TO BE REMOVED (DEMO PATTERN) VENT THRU ROOF PIPING SLOPE NOT IN SCOPE PATTERN AREA OF WORK PATTERN WATER CALCULATION PRESSURE ANALYSIS (PSIG) TOTAL FIXTURE UNITS (FLUSH TANK) TOTAL DEMAND (GPM) MAXIMUM STREET MAIN PRESSURE MINIMUM STREET MAIN PRESSURE PRESSURE LOSS THROUGH WATER METER PRESSURE LOSS THROUGH BACKFLOW PREVENTER OTHER PRESSURE LOSSES (WATER SOFTENER, ETC.) FALL-OFF THROUGH PRESSURE REDUCING VALVE AT TOTAL DEMAND PRV INLET PRESSURE / DESIGN PRESSURE PRV OUTLET PRESSURE OR DESIGN PRESSURE PRESSURE REQUIRED AT FIXURE/EQUIPMENT DIFFERENCE IN ELEVATION LONGEST PIPE RUN + 30% DEVELOPED LENGTH X 1.3 ALLOWABLE PRESSURE (PSI) = ALLOWABLE PRESSURE DROP PER 100 FT. (PSI) = *WATER SYSTEM DESIGNED BASED ON 2022 CPC APPENDIX A 65 30 35 1492 17.1 1.1 87 70 99 29 92 7 10 0 5 PIPE SIZE SCHEDULE ALLOWABLE FRICTION LOSS. POUNDS PER SQUARE INCH PER 100 FT LENGTH SIZE (IN.) GPM FTFU's FVFU'S VELOCITY (FPS) CW HW CW HW CW CW HW *PIPE SIZE BASED ON CALIFORNIA PLUMBING CODE 2022 EDITION. MAXIMUM VELOCITY 8 FPS FOR COLD WATER AND 5 FPS FOR HOT WATER. COPPER PIPE 1.5 1/2"1.21 3/4" 1" 1 1/4" 1 1/2" 2" 2 1/2" 3" 3 1/2" 4" 3.15 6.25 11.6 18.2 36.5 64.9 119 154 221 1.21 3.15 6.25 11.6 18.2 36.5 64.9 115 142 185 1.21 4 7.5 15 26 70 200 475 661 1,090 1 4 7.5 15 26 70 200 455 592 844 0 0 1.25 2.25 4 22 92 352 584 1,090 1.58 1.98 2.39 2.74 3.04 3.75 4.41 5.13 5.48 6.07 1.58 1.98 2.39 2.74 3.04 3.75 4.41 5 5 5 SHEET NUMBER NOMENCLATURE SHEET TYPE DESCRIPTION 0 LEAD SHEETS LEGEND, NOTES, SYMBOLS AND SCHEDULES 1 SITE PLAN 2 DEMOLITION PLANS WASTE AND VENT 3 WATER AND GAS 4 NEW PLANS WASTE AND VENT 5 WATER AND GAS 6 LAB GAS 7 ENLARGED PLAN 8 DIAGRAMS 9 DETAILS P 4 1 1 DISCIPLINE DESIGNATION SERIES TYPE BUILDING LEVEL BUILDING AREA / SEQUENCE NUMBER PLUMBING WASTE AND VENT... SHEET TITLE APPLICABLE CODES APPLICABLE CODES, STANDARDS, GUIDELINES AND AHJS 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING CODE 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS CURRENT EDITION NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CURRENT EDITION AMERICANS WITH DISABILITIES ACT (ADA) RESIDENTIAL & NON-RESIDENTIAL MAXIMUM FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE WATER CLOSETS 1.28 GALLONS/FLUSH URINALS (WALL MOUNTED)0.125 GALLONS/FLUSH URINALS (FLOOR MOUNTED)0.5 GALLONS/FLUSH SHOWERHEADS 1.8 GPM @60 PSI NON-RESIDENTIAL LAVATORY FAUCETS 0.5 GPM @60 PSI NON-RESIDENTIAL METERING FAUCETS 0.2 GALLONS/CYCLE RESIDENTIAL LAVATORY FAUCETS 1.2 GPM @60 PSI KITCHEN FAUCETS 1.8 GPM @60 PSI MANDATORY MEASURES PLUMBING SHEET LIST SHEET NUMBER SHEET NAME P001 PLUMBING LEGEND, NOTES, SCHEDULES AND SYMBOLS P002 PLUMBING NOTES AND SCHEDULES P420 PLUMBING SECOND FLOOR PLUMBING PLAN P910 PLUMBING DETAILS EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL MICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO.CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 4 2 : 2 8 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 23008.00 P001 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver PLUMBING LEGEND, NOTES, SCHEDULES AND SYMBOLS COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 1 1 P410 WH 1 PLUMBING KEYNOTE EQUIPMENT TYPE UNIT NUMBER DETAIL NUMBER SHEET NUMBER PLUMBING ABBREVIATION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ACL ABOVE CEILING FCO FLOOR CLEANOUT L LAVATORY (R)RELOCATED AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN L LENGTH SP SAMPLING PORT ARCH ARCHITECT OR ARCHITECTURAL FF FINISHED FLOOR LBS POUNDS SS SCULLERY SINK BOP BOTTOM OF PIPE FFE FINISHED FLOOR ELEVATION MAX MAXIMUM TB TEA BREWER B/F BELOW FLOOR FG FINISHED GRADE MBH BRITISH THERMAL UNITS PER HOUR x1000 TP TRAP PRIMER B/G BELOW GRADE FPM FEET PER MINUTE MIN MINIMUM TYP TYPICAL BLDG BUILDING FPS FEET PER SECOND MFR MANUFACTURER UG UNDERGROUND BR BROILER FR FRYER MS MOP SINK UR URINAL BS BAR SINK FS FLOOR SINK (N)NEW W WIDTH BTUH BRITISH THERMAL UNITS PER HOUR FT FOOT (FEET)NA NOT APPLICABLE WC WATER CLOSET BV BALANCING VALVE GCO GRADE CLEANOUT NIPC NOT IN PLUMBING CONTRACT WCO WALL CLEANOUT CAR CARBONATOR GD GRIDDLE NC NORMALLY CLOSED WF WATER FILTER CM COFFEE MAKER GI GREASE INTERCEPTOR OFCI OWNER FURNISHED CONTRACTOR INSTALLED WH WATER HEATER COV CONVENTIONAL OVER GPF GALLONS PER FLUSH PG PRESSURE GAUGE WHA WATER HAMMER ARRESTER CONN CONNECTION GPH GALLONS PER HOUR PH PATIO HEATER WT WEIGHT CP CIRCULATING PUMP GPM GALLONS PER MINUTE PH PHASE (ELECTRICAL)W/ WITH (D)DEMOLITION GR GAS REGULATOR POC POINT OF CONNECTION W/O WITHOUT DF DRINKING FOUTAIN H HEIGHT PRV PRESSURE REDUCING VALVE DW DISH WASHER HB HOSE BIB PS PREP SINK DWGS DRAWINGS HP HOT PLATE PSIA POUNDS PER SQUARE INCH (ABS) (E)EXISTING HS HAND SINK PSIG POUNDS PER SQUARE INCH (GAUGE) ET EXPANSION TANK IE INVERT ELEVATION PZ PIZZA OVEN (F)FUTURE IM ICE MAKER QTY QUANTITY F FAHREINHEIT (TEMPERATURE)JD JUICE DESPENSER R ROOF MOUNTED ISSUE RECORD ∆ DATE REASON FOR ISSUE BY EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL MICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 4 2 : 2 9 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 23008.00 P002 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver PLUMBING NOTES AND SCHEDULES COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 PIPING MATERIAL SCHEDULE SERVICE MATERIAL STANDARD SIZE FITTINGS JOINING METHOD HORIZONTAL HANGER INTERVAL HANGER SIZE VERTICAL SUPPORT INTERVAL VALVE INSULATION TYPE INSULATION THICKNESS INSULATION VALUE VENT ABOVE GRADE INSIDE BUILDING PVC DWV SCH.40 SOLID CORE ASTM D1785 ASTM D2665 ASTM F794 OR F1866 ALL GLUED GLUED PIPE < 4'-0" LENGTH: EVERY OTHER JOINT PIPE 4'-0" LENGTH: EACH JOINT 1/2" - 4": 3/8" 5" - 8": 1/2" 10" - 12": 5/8" BASE & EACH FLOOR NO GREATER THAN 10'-0"N/A N/A N/A - CONDENSATE PIPING ABOVE GRADE INSIDE BUILDING SEAMLESS TYPE "M" COPPER ASTM B75 - WROT COPPER - 6'-0"1/2" - 4": 3/8" 5" - 8": 1/2" BASE & EACH FLOOR NO GREATER THAN 10'-0"-CLOSED CELL ELASTOMERIC N/A - SEWER & WASTE BELOW GRADE INSIDE BUILDING PVC DWV SCH.40 SOLID CORE ASTM D1785 ASTM D2665 ASTM F794 OR F1866 ALL GLUED GLUED N/A N/A N/A N/A N/A N/A - DOMESTIC COLD WATER PIPING ABOVE GRADE INSIDE BUILDING SEAMLESS TYPE L COPPER ASTM B88 1/2" - 1-1/2" ------------------ 2" - 6" WROT COPPER LEAD-FREE SOLDER 6'-0" -------------- 10'-0" 1/2" - 4": 3/8" 5" - 8": 1/2" BASE & EACH FLOOR NO GREATER THAN 10'-0" FULL PORT BALL SWEAT x SWEAT ---------------------- BUTTERFLY 150 PSI FLANGE N/A N/A - ISSUE RECORD ∆ DATE REASON FOR ISSUE BY PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT NAME MANUFACTURER MODEL V/PH/HZ FLA OR WATTS MOTOR (HP) CONTROL INTEGRATION (Y/N) OPERATIONAL WEIGHT (LBS)DESCRIPTION CDP-1 CONDENSATE PUMP LITTLE GIANT EC-1K-DV 0.18 - - NO 1.7 MINI CONDENSATE PUMP. 1.8 GPH AT 1' HEAD. PLUMBING FIXTURE SCHEDULE ITEM FIXTURE MIN. BRANCH SIZE DESCRIPTIONCW HW V SW BF-1 BOTTLE FILLER 3/4" - 1-1/4" 2" ELKAY LBWD00WHC BOTTLE FILLER. 115/60/1 FLA: 1A. REMOTE CHILLER 115/60/1. OPEN OFFICE 200 (E) ELEC 201 CONFERENCE 202 OFFICE 203 OFFICE 204 OFFICE 205 STORAGE 206 STORAGE 207 STORAGE 208 STORAGE 209 MTRL CONVEYOR CONFERENCE 210 MDF 211 OFFICE 212 AL I G N (E) ELEC 214 OFFICE GROWTH 213 (E) STAIRS ALIGN A 2 B 4 5 A.9 C D 31 E F G F.8 E.8 E.2 D.2 C.5 B.8 B.2 A.2 D.5 B.5 A.5 3/4"CW POC 2"S TO (E)S POC 3/4"CW TO (E)CW POC 1-1/2"V TO (E)V 1 1/2"V 2"S BF-1 11 FC 1-2 FC 1-1 3/4"CD 2% 3/4"CD DN TO MOP SINK (6 TONS) (E)MS-1 1 CDP 1 CDP CO CHECK VALVE (TYP. OF 2) 3/32" = 1'-0" PLUMBING SECOND FLOOR PLUMBING PLAN 1 EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL MICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 4 2 : 3 0 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t 3/32" = 1'-0"23008.00 P420 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver PLUMBING SECOND FLOOR PLUMBING PLAN COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY SPACE FILLED WITH FIRE-PROOF PACKING. PACKING SHALL BE AN APPROVED MATERIAL CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE PRESCRIBED IN U.B.C. STD. NO. 43-1 FOR SPECIFIC WALL OR PARTITION #1479584 & ASTM-E-814 FIRE TEST STANDARDS. SEE SPECS. CAULK ALL AROUND BOTH SIDES (TYP.) PIPE BARE PIPE WALL NOTE: SEE ARCHITECTURAL DETAILS FOR EXACT PENETRATION REQUIREMENTS EXP. 03/26 N A O E M T R TS A FEFOLCAI AEHC INC E T RE SI G D NO. M 3 5 8 0 7 ERFOP ISSO R R IAL N E EN E NGI AL MICHAEL A .CARLOMAGNO N ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED, OR DISCLOSED WITHOUT WRITTEN CONSENT OF ARCHITECT. COPYRIGHTED. PROJECT NO. CHECKED BY SHEET NO. SCALE @ ARCH E1 SHEET NAME CLIENT NAME ARCHITECT'S STAMP PROJECT TEAM KEY PLAN MEP ENGINEER CONTRACTOR 12 / 1 8 / 2 0 2 5 2 : 4 2 : 3 0 P M C: \ L o c a l R e v i t \ 2 0 2 6 \ 2 5 0 2 1 9 C o l l e c t o r s P h a s e 4 . M E P 2 6 _b h e r m a n S H E 6 7 . r v t N.T.S.23008.00 P910 sna1610ph4 -PHASE 4 1610 E ST ANDREW PL, SUITE 240 SANTA ANA, CA 92705 Approver PLUMBING DETAILS COLLECTORS ENGINOVA 13125 DANIELSON STREET, SUITE 101 POWAY, CA 92064 858-228-4150 - RAM CONSTRUCTION 20 EXECUTIVE PARK, SUITE 250 IRVINE, CA 92614 949-418-7688 ISSUE RECORD ∆ DATE REASON FOR ISSUE BY SCALE:N.T.S.1 PIPE PENETRATION THRU WALL SCALE: CDP 1 1% T-BAR CEILING 2 MINI CONDENSATE PUMP N.T.S. CHECK VALVE CLEANOUT WYE PIPE FITTING FLEXIBLE PIPING FROM CONDENSATE PUMP TO GRAVITY DRAIN CONDENSATE FROM WALL MOUNTED MECHANICAL UNIT PUMP RESERVOIR ASSEMBLY RIGIDLY SECURED GRAVITY CONDENSATE DRAIN PIPE PUMP POWER FROM WALL MOUNTED FAN COIL Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E This document is used to demonstrate compliance for mechanical systems that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.4, or 141.0(b)2 for alterations. Project Name: Collectors Universe Report Page: (Page 1 of 11) Project Address: 1610 E St Andrew Pl, Suite 240 Date Prepared: 12/12/2025 A. GENERAL INFORMATION 01 Project Location (city)Santa Ana 04 Total Conditioned Floor Area 384 02 Climate Zone 8 05 Total Unconditioned Floor Area 0 03 Occupancy Types Within Project:06 # of Stories (Habitable Above Grade)1 ● All Other Occupancies B. PROJECT SCOPE This table Includes mechanical systems or components that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.4, 170.2(b) or 141.0(b)2 and 180.2(b)2 for alterations. 01 02 03 Air System(s)Wet System Components Dry System Components Heating Air System Water Economizer Air Economizer Cooling Air System Pumps Electric Resistance Heat Mechanical Controls System Piping Fan Systems Mechanical Controls (existing to remain, altered or new)Cooling Towers Ductwork (existing to remain, altered or new) Chillers Ventilation Boilers Zonal Systems/ Terminal Boxes STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 2 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 C. COMPLIANCE RESULTS Table C will indicate if the project data input into the compliance document is compliant with mechanical requirements. This table is not editable by the user. If this table says "DOES NOT COMPLY" or "COMPLIES with Exceptional Conditions" refer to Table D., or the table indicated as not compliant for guidance. 01 AND 02 AND 03 AND 04 AND 05 AND 06 AND 07 AND 08 09 System Summary 110.1, 110.2, 140.4, 170.2(c) Pumps 140.4(k), 170.2(c)4I Fans/ Economizers 140.4(c), 140.4(e), 170.2(c) System Controls 110.2, 120.2, 140.4(f), 170.2(c) Ventilation 120.1, 160.2 Terminal Box Controls 140.4(d), 170.2(c)4B Distribution 120.3, 140.4(l), 160.2, 160.3 Cooling Towers 110.2(e)2 Compliance Results (See Table F)(See Table G)(See Table H)(See Table I)(See Table J)(See Table K)(See Table L)(See Table M) Yes AND AND Yes AND Yes AND Yes AND AND AND COMPLIES Mandatory Measures Compliance (See Table Q for Details)COMPLIES D. EXCEPTIONAL CONDITIONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E. ADDITIONAL REMARKS This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) Space Conditioning System Information 01 02 03 04 05 06 System Name Quantity System Serving System Status Space Type Utilizing Recovered Heat FC-1/CU-1 1 Single zone New/ Addition FC-2/CU-2 1 Single zone New/ Addition STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 3 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 F. HVAC SYSTEM SUMMARY (DRY & WET SYSTEMS) Dry System Equipment Sizing (includes air conditioners, condensers, heat pumps, VRF, furnaces and unit heaters and DOAS systems) 01 02 03 04 05 06 07 08 09 10 11 Name or Item Tag Equipment Category per Tables 110.2, 140.4(a)2 and 170.2(c)3aii Equipment Type per Tables 110.2 and Title 20 Smallest Size Available1 140.4(a) and 170.2(c)1 Equipment Sizing per Mechanical Schedule (kBtu/h) 140.4(a&b), 170.2(c)1 & 170.2(c)2 Heating Output2,3 Cooling Output2,3 Load Calculations3,4 Per Design (kBtu/h) Rated (kBtu/h) Supp. Heating Output (kBtu/h) Sensible Per Design (kBtu/h) Rated (kBtu/h) Total Heating Load (kBtu/h) Total Sensible Cooling Load (kBtu/h) FC-1/CU-1 Unitary AC/ Condensers AC, air cooled, split (3 phase)NA: Load Controls 0 0 0 13.43 27 0 44.28 FC-2/CU-2 Unitary AC/ Condensers AC, air cooled, split (3 phase)NA: Load Controls 0 0 0 13.43 27 0 44.28 1FOOTNOTES: Equipment shall be the smallest size, within the available options of the desired equipment line, necessary to meet the design heating and cooling loads of the building per 140.4(a) and 170.2(c)1. Healthcare facilities are excepted. 2It is common practice to show rated output capacity on the equipment schedule. Sensible cooling output comes from specification sheet tables. 3 If equipment is heating only, leave cooling output and load blank. If equipment is cooling only, leave heating output and load blank. 4 Authority Having Jurisdiction may ask for load calculations used for compliance per 140.4(b) and 170.2(c). Dry System Equipment Efficiency (other than Package Terminal Air Conditioners (PTAC) and Package Terminal Heat Pumps (PTHP), DX-DOAS and Dual Fuel Heat Pumps) 01 02 03 04 05 06 07 08 09 Name or Item Tag Size Category (Btu/h) Heating Mode Cooling Mode Rating Condition ( °F) Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency Efficiency Unit Minimum Efficiency Required per Tables 110.2 / Title 20 Design Efficiency FC-1/CU-1 <65,000 SEER2 14.3 20 FC-2/CU-2 <65,000 SEER2 14.3 20 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 4 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 G. PUMPS This section does not apply to this project. H. FAN SYSTEMS & AIR ECONOMIZERS This table is used to demonstrate compliance with prescriptive requirements found in 140.4(c), 140.4(e), 140.4(m), 170.2(c)3, and 170.2(c)4A for fan systems. Fan systems serving only process loads are exempt from these requirements and do not need to be included in Table H. System Name FC-1/CU-1 Quantit y 1 Fan System Status New System Zoning all other systems Serving Dwelling Units Not Serving Dwelling Units Fan System Airflow (cfm) 0 Site Elevation 115 Economizer NA: Special OA filtration 01 02 03 04 05 06 07 08 09 10 11 Fan Name or Item Tag Fan Type Qty Component Airflow through Component (%) Water Gauge (w.g) Allowance Design Compone nt Allowance Fan Allowance (watt/cfm) 3 Design Electrical Input Power Method Motor Nameplate Horsepower Design Electrical Input Power (kW) SF Supply 1 Base Allowance for system serving spaces <=6 floors away 100 0 MERV 13-16 Filter upstream of thermal conditioning equipment 100 0 Hydronic/DX cooling coil or heat pump coil 100 0 Manufacturer provided 0 Supply Fan Base Allowance (kW) Exhuast/Return/Relief/Transfer Fan Base Allowance(kW) Fan System Allowance (kW)3 1 Fan System Electrical Output (kW)0 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 5 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 H. FAN SYSTEMS & AIR ECONOMIZERS System Name FC-2/CU-2 Quantit y 1 Fan System Status New System Zoning all other systems Serving Dwelling Units Not Serving Dwelling Units Fan System Airflow (cfm) 0 Site Elevation 115 Economizer NA: Special OA filtration 01 02 03 04 05 06 07 08 09 10 11 Fan Name or Item Tag Fan Type Qty Component Airflow through Component (%) Water Gauge (w.g) Allowance Design Compone nt Allowance Fan Allowance (watt/cfm) 3 Design Electrical Input Power Method Motor Nameplate Horsepower Design Electrical Input Power (kW) SF Supply 1 Base Allowance for system serving spaces <=6 floors away 100 0 MERV 13-16 Filter upstream of thermal conditioning equipment 100 0 Hydronic/DX cooling coil or heat pump coil 100 0 Manufacturer provided 0 Supply Fan Base Allowance (kW) Exhuast/Return/Relief/Transfer Fan Base Allowance(kW) Fan System Allowance (kW)3 1 Fan System Electrical Output (kW)0 1 FOOTNOTES: Fans serving spaces with design background noise goals below NC35 2 Low-turndown single-zone VAV fan system must be capable of and configured to reduce airflow to 50 percent of design airflow and use no more than 30 percent of the design wattage at that airflow. No more than 10 percent of the design load served by the equipment shall have fixed loads. 3 Fan system allowance includes fan system base allowance. 4 Filter pressure loss can only be counted once per fan system. 5 Complex Fan System means a fan system that combines a single cabinet fan system with other supply fans, exhaust fans, or both. 6 Computer room economizers must meet requirements of 140.9(a) and will be documented on the NRCC-PRC-E document.. H. EXHAUST AIR HEAT RECOVERY 140.4(q), 170.2(c)4O 01 02 03 04 05 06 07 08 09 10 11 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 6 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 H. EXHAUST AIR HEAT RECOVERY 140.4(q), 170.2(c)4O Fan System Name Qty Hours of Operation per Year Design Supply Airflow Rate Outdoor Airflow % Outdoor Air at Full Design Airflow Exemptions to Exhaust Air Heat Recovery Requirement per 140.4(q) & 170.2(c)4O Exhaust Air Heat Recovery 140.4(q) & 170.2(c)4O Type Of Heat Recovery Rating Required Recovery Ratio Energy Recovery Bypass Fan Energy Index (FEI) 01 02 03 Name or Item Tag FEI Exception FEI FC-1/CU-1 None Applies 1 FC-2/CU-2 None Applies 1 I. SYSTEM CONTROLS This table is used to demonstrate compliance with mandatory controls in 110.2 and 120.2 and prescriptive controls in 140.4(f) and (n), 170.2(c)4D 170.2(c)4L or requirements in 141.0(b)2E 180.2(b)2 for altered space conditioning systems. 01 02 03 04 05 06 07 08 09 System Name System Zoning Conditioned Floor Area Being Served (ft2) Thermostats 110.2(b) & (c)1, 120.2(a) 160.3(a)2A or 141.0(b)2E & 180.2(b)2 Shut-Off Controls 120.2(e) & 160.3(a)2D Isolation Zone Controls 120.2(g) & 160.3(a)2F Demand Response 110.12 120.2(b) & 160.3(a)2B Supply Air Temp. Reset 140.4(f) & 170.2(c)4D Window Interlocks per 140.4(n) & 170.2(c)4D FC-1/CU-1 Single zone <= 25,000 ft2 Setback Auto Timer Switch 4 Hour Timer EMCS NA: Would increase energy use Provided FC-2/CU-2 Single zone <= 25,000 ft2 Setback Auto Timer Switch 4 Hour Timer EMCS NA: Would increase energy use Provided 1FOOTNOTES: Gravity gas wall heaters, gravity floor heaters, gravity room heaters, non-central electric heaters, fireplaces or decorative gas appliances, wood stoves are not required to have setback thermostats. STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 7 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 J. VENTILATION AND INDOOR AIR QUALITY This table is used to demonstrate compliance with mandatory ventilation requirements in 120.1 120.2(e)3B 140.4(p) and 140.4(q) for all nonresidential and hotel/motel and d:t24refnolink/]160.2, 160.3(a)3D, 170.2(a)4N, 170.2(a)4O for high-rise residential occupancies. For alterations, only ventilation systems being altered within the scope of the permit application need to be documented in this table. In lieu of this table, the required outdoor ventilation rates and airflows may be shown on the plans or the calculations can be presented in a spreadsheet. 01 Check the box if the project is showing ventilation calculations on the plans, or attaching the calculations instead of completing this table. 02 Check this box if the project included Nonresidential, Hotel/Motel Spaces or Multifamily Common Use Spaces 03 Check the box if the project is using natural ventilation in any nonresidential or hotel/motel spaces to meet required ventilation rates per 120.1(c)2. Nonresidential and Hotel/ Motel Multifamily Common Use Ventilation Systems 04 05 06 07 System Name FC-1/CU-1 System Design OA CFM Airflow1 0 System Design Transfer Air CFM 0 Air Filtration per 120.1(c) 141.0(b)2 and 160.2(c)212 Provided 08 09 10 11 12 13 14 15 16 Space Name or Item Tag Mechanical Ventilation Required per 120.1(c)33 & 160.2(c)3 Exh. Vent per 120.1(c)4 & 160.2(c)4 DCV or Sensor Controls per 120.1(d)3, 120.1(d)5, and 120.1(e)36 160.2(c)5D 160.2(c)5E 160.2(c)5DOccupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Zone 2-23 Janitor closet 192 0 192 0 DCV NA: Not required per §120.1(d)3 Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 0 18 Ventilation for this System Complies?Yes 04 05 06 07 System Name FC-2/CU-2 System Design OA CFM Airflow1 0 System Design Transfer Air CFM 0 Air Filtration per 120.1(c) 141.0(b)2 and 160.2(c)212 Provided 08 09 10 11 12 13 14 15 16 STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 8 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 J. VENTILATION AND INDOOR AIR QUALITY Space Name or Item Tag Mechanical Ventilation Required per 120.1(c)33 & 160.2(c)3 Exh. Vent per 120.1(c)4 & 160.2(c)4 DCV or Sensor Controls per 120.1(d)3, 120.1(d)5, and 120.1(e)36 160.2(c)5D 160.2(c)5E 160.2(c)5DOccupancy Type4 Conditioned Floor Area (ft2) # of Shower heads/ toilets # of people5 Required Min OA CFM Required Min CFM Provided per Design CFM Zone 2-23 Janitor closet 192 0 192 0 DCV NA: Not required per §120.1(d)3 Occ Sensor NA: Not required space type 17 Total System Required Min OA CFM 0 18 Ventilation for this System Complies?Yes 1 FOOTNOTES: System CFM should include both mechanical and natural ventilation for the zone/system 2 Air filtration requirements apply to the following three system types per 120.1(c)1A: space conditioning systems utilizing ducts to supply air to occupiable space; supply-only ventilation systems providing outside air to occupiable space; supply side of balanced ventilation systems including heat recovery and energy recovery ventilation systems providing outside air to occupiable space. 3 Uniform Mechanical Code may have more stringent ventilation requirements; the most stringent code requirement takes precedence. 4 See Standards Tables 120.1-A and 120.1-B. 5 For lecture halls with fixed seating, the expected number of occupants shall be determined in accordance with the California Building Code. 6 120.2(e)3 requires systems serving rooms that are required by 130.1(c) to have lighting occupancy sensing controls to also have occupancy sensing zone controls for ventilation. Examples of spaces which require lighting occupancy sensors include offices 250ft2 or smaller, multipurpose rooms less than 1,000 ft2, classrooms, conference rooms, restrooms, aisles and open areas in warehouses, library book stack aisles, corridors, stairwells, parking garages, and loading and unloading zones, unless excepted by 130.1(c). K. TERMINAL BOX CONTROLS This section does not apply to this project. L. DISTRIBUTION (DUCTWORK and PIPING) This section does not apply to this project. STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 9 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 M. COOLING TOWERS This section does not apply to this project. N. DECLARATION OF REQUIRED CERTIFICATES OF INSTALLATION Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCI/ Form/Title NRCI-MCH-01-E - Must be submitted for all buildings O. DECLARATION OF REQUIRED CERTIFICATES OF ACCEPTANCE Selections have been made based on information provided in previous tables of this document. If any selection needs to be changed, please explain why in Table E Additional Remarks. These documents must be provided to the building inspector during construction and can be found online at https://www.energy.ca.gov/title24/2019standards/2019_compliance_documents/Nonresidential_Documents/NRCA/ Form/Title Systems/Spaces To Be Field Verified NRCA-MCH-02-A - Outdoor Air must be submitted for all newly installed HVAC units. Note: MCH-02-A can be performed in conjunction with MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap. FC-1/CU-1; FC-1/CU-1; NRCA-MCH-03-A - Constant Volume Single Zone HVAC NOTE: This form does not automatically move to "Yes'. If Constant Volume Single Zone HVAC Systems are included in the scope, permit applicant should move this form to "Yes". FC-1/CU-1; FC-1/CU-1; NRCA-MCH-11-A Automatic Demand Shed Controls FC-1/CU-1; FC-1/CU-1; NRCA-MCH-16-A Supply Air Temperature Reset Controls FC-1/CU-1; FC-1/CU-1; NRCA-MCH-18-A Energy Management Control Systems FC-1/CU-1; FC-1/CU-1; P. DECLARATION OF REQUIRED CERTIFICATES OF VERIFICATION There are no NRCV forms required for this project. STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 10 of 11) Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 Q. MANDATORY MEASURES DOCUMENTATION LOCATION This table is used to indicate where mandatory measures are documented in the plan set or construction documentation. 01 02 Compliance with Mandatory Measures documented through MCH Mandatory Measures Note Block Yes Plan sheet or construction document location M-Sheets STATE OF CALIFORNIA Mechanical Systems CALIFORNIA ENERGY COMMISSION CERTIFICATE OF COMPLIANCE NRCC-MCH-E Project Name: Collectors Universe Report Page: (Page 11 of 11) Project Address: 1610 E St Andrew Pl, Suite 240 Date Prepared: 12/12/2025 Generated Date/Time:Documentation Software: EnergyPro CA Building Energy Efficiency Standards - 2022 Nonresidential Compliance Report Version: 2022.0.000 Schema Version: rev 20220101 Compliance ID: EnergyPro-9765-1225-2541 Report Generated: 2025-12-12 13:47:18 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company: CGK Consulting Group, Inc. Signature Date: Address:CEA/ HERS Certification Identification (if applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications, materials, components, and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name: Michael Carlomagno Responsible Designer Signature: Company: Enginova Date Signed: 2025-12-12 Address: 13125 Danielson St License: M35807 City/State/Zip: Poway CA 92064 Phone: 858-228-4150