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Home My WebLink About2500 S Redhill St Unit# 110 & 120 - REV 2 - PlanPROJECT CONTACT PROJECT SUMMARY PROJECT ADDRESS: OCCUPANCY:B C-1ZONING: 2500 RED HILL AVE., SUITE# 110, SANTA ANA, CA 92705 1. TENANT 2500 RED HILL AVE., #110 VITAL VEIN & VASCULAR 2. DESIGNER ALTADENA, CA 91001 1281 MEADOWBROOK ROAD RUBY CONSULTING PARTNERS, LLC TEL. (626) 320-2815 SCOPE OF WORK 1.T.I. OF AN EXISTING MEDICAL OFFICE OF 4,064 S.F. BUILDING SUMMARY: ATTN: ALISON FUNG COVER SHEET, PROJECT SUMMARY, GENERAL NOTES,T-1.0 SHEET DESCRIPTION SHEET INDEX CONTACT, ABBREVIATIONS, AND SYMBOLS SEPARATE PERMIT (IF REQUIRED) DEMOLITION PERMIT FIRE SPRINKLER PERMIT GENERAL NOTES ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, LAWS, AND ORDINANCES AND AS SPECIFIED BY ALL GOVERNING AUTHORITIES WHERE APPLICABLE. REFERENCE IS TO THE LATEST ACCEPTED EDITION OR REVISION. IN THE EVENT OF CONFLICT WITH CODE REQUIREMENTS, THAT CODE REQUIREMENT OR NOTE WHICH ESTABLISHES THE HIGHER STANDARD SHALL TAKE PRECEDENCE. 1. 2.THE INTENTION OF THE CONTRACT DOCUMENTS IS TO TINCLUDE ALL LABOR AND MATERIALS, EQUIPMENTS, AND TRANSPORTATION NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING ANY PORTION OF THE WORK. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. SHOULD ANY CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR WHERE THERE IS A DISCREPANCVY BETWEEN THE CONTRACT DOCUMENTS AND THE FIELD CONDITIONS, OR WITHIN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY FOR CLARIFICATION. 3. 4.DIMENSIONS ARE FROM FACE OF STUDS OR TO CENTER OF WALL AS INDICATED ON DRAWINGS, UNLESS NOTED OTHERWISE. WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS. WALLS NOTE DIMENSIONED ARE TO ALIGN WITH EXISTING WALLOS OR BE ABUTTED OR APPLIED TO EXISTING WALLS PER DRAWINGS. DOORS NOT DIMENSIONED AND SHOWN JAMB TIGHT SHALL BE SET 3" FROM PERPENDICULAR WALL TO OUTER EDGE OF DOOR JAMB. 5. 6.REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAILS OR DRAWINGS. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE AND PROVIDE NECESSARY BRACING PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 7. 8.THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS, AS WELL AS THE DRAWINGS OF OTHER CONSULTANTS, ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF WORK SHOWN ON THE DRAWINGS OF CONSULTANTS. THE CONTRACTOR SHALL BRING ANY DISCREPANCY BETWENN THE ARCHITECTURAL DRAWINGS AND THE DRAWINGS OF THE CONSULTING ENGINEERS TO THE ATTENTION OF DESIGNER FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS AND NOT BROUGHT TO THE DESIGNER'S ATTENTION SHALL BE CORRECTED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AND AT NO EXPENSE TO THE OWNER OF DESIGNER. PRIOR TO PERFORMANCE OF WORK, THE CONTRACTOR SHALL REQUIRE EACH SUBCONTRACTOR TO NOTIFY THE CONTRACTOR OF ANY WORK CALLED OUT IN THE DRAWINGS FOR HIS TRADE THAT CANNOT BE FULLY GUARANTEED. 9. 10.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION, MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING ALL PORTIONS OF THE WORK. 11. 12.THE CONTRACTOR HERIN AGREES TO REPAIR OR REPLACE ANY OR ALL WORK, TOGETHER WITH ANY OTHER ADJACENT WORK WHICH MAY BE DISPLACVED IN CONNECTION WITH SUCH REPLACEMENT, THAT MAY PROVE TO BE DEFECTIVE IN WORKMANSHIP OR MATERIALS WITHIN A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE, ORDINARY WEAR AND UNUSUAL ABUSE OR NEGLECT EXCEPTED. CONTRACTOR SHALL PROTEST ALL EXISTING STRUCTURES, LANDSCAPING, MATERIALS, ETC., DURING CONSTRUCTION. CONTRACTOR SHALL PATCH AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED DURING CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES. 13. 14.THE CONTRACTOR SHALL ON A DAILY BASIS KEEP THE PREMISES FREE FROM ALL ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED BY HIS EMPLOYEES, SUBCONTRACTORS, OR WORK, AND AT THE COMPLETION OF THE WORK SHALL REMOVE ALL RUBBISH, DEBRIS, EQUIPMENT, AND SURPLUS MATERIALS FROM IN AND ABOUT THE BUILDING AN LEAVE THE PREMISES "BROOM CLEAN". ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS BY THE CONTRACTOR OR OWNER WITHOUT THE DESIGNER'S APPROVAL RELEASES THE DESIGNER OF RESPONSIBILITY AND LIABILITY IN CONNECTION WITH ALL WORK SO INVLOVED. 15. 16.CLARIFICATIONS ON AND/OR INCONSISTENCIES WITH THE DRAWINGS AND SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. ADDITIONAL CHARGES WILL NOT BE GRANTED BASED ON CLAIMS OF INCOMPLETE, INACCURATE, OR INCONSISTENT DRAWINGS AND SPECIFICATIONS. SYMBOLSABBREVIATIONS OCCUPANCY CALCULATION (PER 2022 CBC TABLE 1004.5) ARCHITECTURAL A-1.0 ROOM NUMBER ROOM NAME AREA (S.F.)OCCUPANCY USE LOAD FACTOR CALCULATED OCCUPANTS 101 LOBBY 251 102 369 17 103 TOTAL AREA NOTE: ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION. CONTRACTOR SHALL FIELD VERIFY EXISTING PATH OF TRAVEL & ACCESSIBLE ROUTE FROM ACCESSIBLE PARKING TO EXISTING BUILDING MAIN ENTRANCE FOR FULL COMPLIANCE WITH CURRENT CHAPTER 11B. ACCESSIBLE PATH OF TRAVEL SHALL BE 4'-0" WIDE, MAX. 5% SLOPE AND MAX. 2.09% CROSS SLOPE. THERE SHALL BE NO VERTICAL OFFSET GREATER THAN 1/4" ALONG THE ENTIRE PATH OF TRAVEL FROM THE PUBLIC WAY/ACCESSIBLE PARKING STALL INTO THE BUILDING. 17.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE. 18.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRAKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 19.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER. 20.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 21.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPOER MANNER. SPILLS MAY NOT BE WAHED INTO THE DRAINAGE SYSTEM. 22.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS. NO. OF STORIES:TWO A-2.0 AREA OF TENANT IMPROVEMENT:4,064 S.F. TYPE OF CONSTRUCTION:V-B SANTA ANA, CA 92705 GOVERNING JURISDICTION:CITY OF SANTA ANA APPLICABLE CODES:2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY CODE SIGN PERMIT FIRE-SPRINKLER:YES T-1.1 ADA DETAILS EXISTING/DEMO FLOOR PLAN REFLECTED CEILING PLAN 2022 CALIFORNIA GREEN BUILDING T-1.0 TITLE PAGE Xref C:\Ruby\181102-ARTI\NEW_ASIA_TB.dwg 2022 CALIFORNIA ENERGY STANDARDS WITH 2024 LOCAL AMENDMENTS T-1.2 GREEN BUILDING CODET-1.3 GREEN BUILDING CODE 104 329 UNCONSECRATED ASSEMBLY (TABLES AND CHAIRS)15 NET FIRE ALARM TEL. (626) 348-1113 103 ------ T-1.4 GREEN BUILDING CODE ADA DETAILS T-1.5 SITE 378 SITE PLAN AND SITE DETAILST-1.6 105 66 ATTN: JOYEE LEARN 3. MEP ENGINEER SAN GABRIEL, CA 91776 410 S. SAN GABRIEL BLVD., #8 JS ENGINEERING TEL. (626) 497-0558 ATTN: ZHIQUIANG ZHANG, P.E. A-1.1 PROPOSED FLOOR PLAN A-3.0 DOOR SCHEDULE scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 2500 RED HILL AVE. SUITE# 110 SANTA ANA, CA 92705 VITAL VEIN & VASCULAR MEDICAL OFFICE COPYRIGHT C 2024 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 1281 Meadowbrook Road Altadena, CA 91001 TEL: 626.320.2815 alison.fung@aol.com 3/3/2025 BLDG. DEPT.1 5/20/2025 OWNER2 6/3/2025 BLDG. DEPT.3 7/15/2025 BLDG INSPECTOR4 VITAL VEIN & VASCULAR MEDICAL OFFICE TENANT IMPROVEMENT 2500 RED HILL AVE., SUITE # 110. SANTA ANA, CA 92705 A-4.0 DETAILS A-5.0 SPECIFICATION A-5.1 SHOP DRAWINGS NOTES, SINGLE LINE DIAGRAM, AND LOAD CALCS.E-1 ELECTRICAL LIGHTING PLANE-2 ELECTRICAL PLANE-3 TITLE-24 CALCULATION ELECTRICALE-4 NOTES AND SCHEDULEP-1 PLUMBING HOT & COLD WATER PLANP-2 WASTE & VENT PLANP-3 NOTES AND SCHEDULEM-1 MECHANICAL CEILING PLANM-2 ADMIN. KITCHEN DOCTOR'S OFFICE ALL GENDER 106 OPEN EXAM AREA 119107OPEN OFFICE 119108STORAGE 56109TI CLOSET 60110OPEN OFFICE 92111EXAM ROOM 93112EXAM ROOM 127113CONSULTATION ROOM 91114EXAM ROOM 91115EXAM ROOM 102116 112117 112118 1COMMERCIAL KITCHEN 200 BUSINESS AREA 150 GROSS 3 BUSINESS AREA 150 GROSS 3 -- STORAGE 300 GROSS 1 BUSINESS AREA 150 GROSS 4 GROSS -------- BUSINESS AREA 150 GROSS 6 CIRCULATION AREA -------- TOTAL OCCUPANTS4,064 1,394 35 SCALE: NTS VICINITY MAP A-1.0 1 NORTH PLUMBING FIXTURE CALCULATION (PER 2022 CPC TABLE 422.1) PER 2022 CPC SECTION 422.1, THIS FACILITY ONLY REQUIRES ONE ALL-GENDER RESTROOM: 422.2 (3)IN BUSINESS AND MERCANTILE OCCUPANCIES WITH A TOTAL OCCUPANT LOAD OF 50 OR LESS INCLUDING CUSTOMERS AND EMPLYEES, ONE TOILET FACILITY, DESIGNATED FOR USE BY NO MORE THAN ONE PERSON AT A TIME, SHALL BE PERMITTED FOR USE BY BOTH SEXES. SINCE OCCUPANCY FOR THIS FACILITY IS LESS THAN 50, ONLY ONE ALL-GENDER RESTROOM IS REQUIRED. 2.NEW INTERIOR PARTITIONS. 3.NEW SOFFIT AT RECEPTION AREA. 4.EXTEND EXISTING RESTROOM. 5.NEW LIGHTING FIXTURES AT CEILING. 6.REPAIR T-BAR CEILING AS NEEDED AT ALTERATION AREA. 7.NEW 200-AMP ELECTRICAL PANEL. 8.ALTERATION OF EXISTING A/C DUCTWORK. NOTES AND SCHEDULES-1 STRUCTURAL P-4 TITLE-24 CALCULATION PLUMBING M-3 TITLE-24 CALCULATION MECHANICAL DETAILSSD-1 A-1.2 ENLARGED TOILET PLAN & ELEVATIONS A-1.3 PROPOSED 1ST FLOOR EGRESS PLAN CONSULTATION ROOM CONSULTATION ROOM CONSULTATION ROOM 4 4 1.CHANGE OF ROOM NAMES AT OFFICE # 113, 116-118. REVISED SCOPE OF WORK (REV. 7/29/2025) 2.BUILDING INSPECTOR REQUESTED EXISTING CEILING @ BACK LOBBY AREA TO BE SHOWN AT REFLECTED CEILING PLAN. 3.STRUCTURAL PLAN AND DETAIL @ FRONT LOBBY TO BE REVISED PER CITY INSPECTOR'S REQUEST. 4.MECHANICAL PLANS TO BE REVISED PER INSPECTOR'S REQUEST ON DUCTWORK LAYOUT. 4 D: \ R U B Y \ 2 0 1 7 - 2 0 2 2 A R C H I V E \ 2 4 0 6 0 4 - S A T I ( M e d i c a l O f f i c e ) \ T - 1 . 0 _ T I T L E . d w g , 7 / 2 9 / 2 0 2 5 9 : 5 7 : 0 5 A M , A R C H f u l l b l e e d D ( 2 4 . 0 0 x 3 6 . 0 0 I n c h e s ) Revision to 101121286 (issued on 4/8/25) Rev 2 #101124551 APPROVALS: PLNG - C. Santana BLDG - T. Le PO T PO T PO T PO T 1 60" MIN. DIA. CLR. 1 1 RE F HAND SINK 20 ' - 4 " 18'-9"9'-5" 7' - 8 " 10'-11"3'-8" 6' - 3 " 6'-1 1 " 8'-10"6'-9" 3'-6" 4' - 6 " 11 ' - 6 " 11 ' - 9 " 12 ' - 9 " 10'-7"6'-6" 9' - 6 " 10 ' - 0 " 10'-7" 5' - 0 " 10'-0"8'-7" 5' - 4 " 3'-9 " 11'-2" 7' - 0 " 4' - 7 " 4'-5"4'-3" 3' - 1 " 8' - 0 " 5' - 9 " 4' - 1 1 " 5'-10"5'-2" 6'-5 " 4' - 6 " 1' - 0 " 1' - 3 " 9'-0"3'-4" 9' - 1 0 " 2' - 0 " 4' - 6 " 2' - 4 " 4'-8" 7'-1 " 21 ' - 1 1 " 2' - 7 " 5' - 3 " 10 ' - 6 " 20 ' - 7 " 17'-8"11'-7"11'-8" 5'-8" 5' - 3 " 3'-6"5'-0"6'-11"5' - 4 " 4'-7"2'-6"9'-2"4'-3"2' - 4 " 3' - 6 " 4'-6" 7'-6" 5' - 0 " 1' - 4 " 4'-1"3'-0"4'-1" 5' - 6 " 8' - 5 " 5' - 5 " 11'-2"5'-8" 3' - 1 0 " 7'-4" 2'-0" 13'-7"10'-9" 40 ' - 6 " 9' - 9 " 10 ' - 3 " 10'-6" 8' - 6 " 1' - 5 " 1' - 1 " 2'-11"2'-1"3'-8" 9'-0" 7'-6 " LOBBY101 251 S.F. ADMIN.102 369 S.F. OPEN EXAM AREA106 378 S.F. 6'-4" 2' - 0 " 1' - 3 " 7'-9 " 103 103 S.F. OPEN OFFICE107 119 S.F. STORAGE108 88 S.F. IT CLOSET109 56 S.F. ALL GENDER105 66 S.F. OPEN OFFICE110 60 S.F. EXAM ROOM111 92 S.F. EXAM ROOM112 93 S.F. CONSULTATION113 127 S.F. EXAM ROOM114 91 S.F. EXAM ROOM115 91 S.F. CONSULTATION116 102 S.F. CONSULTATION117 112 S.F. CONSULTATION118 112 S.F. (N) STORAGE (N) STORAGE (N) STORAGE 4' - 0 " 4'-10" 38'-11" 59 ' - 8 " (C O N T R A C T O R T O F I E L D V E R I F I E D ) (CONTRACTOR TO FIELD VERIFIED) (C O N T R A C T O R T O F I E L D V E R I F I E D ) 40'-10" (CONTRACTOR TO FIELD VERIFIED) 28'-2" (CONTRACTOR TO FIELD VERIFIED) DOCTOR'S OFFICE104 329 S.F. 2 3 4 4 4 5 4 4 4 6 4 8 9 10 10 10 10 10 4 EXIT EXIT (E) EGRESS CORRIDOR @ COMMON AREA [N.I.C.] (E) EGRESS CORRIDOR @ COMMON AREA [N.I.C.] POT POT POT POT PO T PO T PO T POTPOTPOT POT PO T PO T PO T 60 " X 6 0 " M I N . C L R . 60 " X 6 0 " M I N . C L R . 48 " X 4 8 " M I N . C L R . 60 " X 6 0 " M I N . C L R . 48 " X 4 8 " M I N . C L R . 48"X48" MIN. CLR. 2'-6" 48 " X 4 8 " M I N . C L R . 60"X60" MIN. CLR. 60"X60" MIN. CLR. 12" MIN. 12"MIN . 2'-11" 2'-8" 12 " MI N . 12" TYP. 30 " X 4 8 " M I N . C L R . 60"X60" MIN. CLR. 48"X48" MIN. CLR. 48"X48" MIN. CLR. 48 " X 4 8 " M I N . C L R . 60 " X 6 0 " M I N . C L R . 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 60" MIN. DIA. CLR. 48"X48" MIN. CLR. 48"X48" MIN. CLR. 48"X48" MIN. CLR. 48"X48" MIN. CLR. 48" X 4 8 " M I N . C L R . 60" X 6 0 " M I N . C L R . 60 " X 6 0 " M I N . C L R . 60 " X 6 0 " M I N . C L R . 60 " X 6 0 " M I N . C L R . 60"X60" MIN. CLR. 60"X60" MIN. CLR. (N ) S T O R A G E 60"X60" MIN. CLR. 60 " X 6 0 " M I N . C L R . 1 5 20 2 3 4 4 6 7 9 9 9 10 11 12 14 15 4' - 0 " 18 19 20 20 22 (E) ADJACENT UNIT [N.I.C.] (E) CORRIDOR @ COMMON AREA [N.I.C.] (E) SPRINKLER ROOM [N.I.C.] 21 (E) OFFICE109 242S.F. ADJACENT UNIT [N.I.C.] (E) OFFICE108 233 S.F. ADJACENT UNIT [N.I.C.] (E) OFFICE104 208 S.F. ADJACENT UNIT [N.I.C.] (E) ALL-GENDER105 92 S.F. ADJACENT UNIT [N.I.C.] (E) STOR.106 31 S.F. ADJACENT UNIT [N.I.C.] (E) OFFICE107 510 S.F. ADJACENT UNIT [N.I.C.] (E) OFFICE103 200 S.F. ADJACENT UNIT [N.I.C.] (E) OFFICE102 217S.F. ADJACENT UNIT [N.I.C.] (E) OPEN OFFICE101 934 S.F. ADJACENT UNIT [N.I.C.] 11 2' - 3 " 3'-2"2' - 3 " 12 EX I T EX I T 5' - 3 " 7'-8" 9' - 9 " 3' - 0 " 3' - 0 " 3'-0" 3' - 0 " 3'-0" 3'-0" 3'-0" 3'-0" 4 3' - 0 " 6' - 0 " 2' - 0 " SEPARATE T.I. PERMIT REQUIRED FOR FUTURE TENANT TO BE OCCUPIED 20 ' - 4 " 13 ' - 1 1 " 11'-0" 4' - 4 " 3'-11" 3' - 8 " 13 11 BREAK ROOM 2 A-1.1 28 " - 3 4 " H I G H A-1.1 1 2 3 4 5 SCALE: 1/4"=1'-0" PROPOSED FLOOR PLAN A-1.1 1 NORTH 6 EXISTING FIXED STOREFRONT SYSTEM TO REMAIN. PROVIDE "MAXIMUM OCCUPANCY 35 PERSONS" SIGN AT THIS LOCATION. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN AND SHALL BE MAINTAINED BY THE OWNER OR AUTHORIZED AGENT. PROVIDE ACCESSIBLE DECAL PER DETAIL 14/T-1.1 PER SEC. 11B-216.6. SIGNS SHALL INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND COMPLY WITH SEC. 11B-703. PROPOSED ACCESSIBLE PATH OF TRAVEL FROM ENTRANCE TO DESIGNATED TABLES AND SANITARY FACILITIES. ACCESSIBLE PATH OF TRAVEL SHALL BE MINIMUM OF 44" WIDE. NEW 28"-32" HIGH ACCESSIBLE COUNTER. SEE DETAIL 15/T-1.1 FOR COUNTER INFO. PROVIDE EXIT SIGN AT EVERY EXIT PER DETAIL 20/T-1.1. NEW 200 AMP PANEL, SEE ELECTRICAL DRAWINGS FOR INFO. 7 8 9 10 scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 2500 RED HILL AVE. SUITE# 110 SANTA ANA, CA 92705 VITAL VEIN & VASCULAR MEDICAL OFFICE COPYRIGHT C 2024 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 1281 Meadowbrook Road Altadena, CA 91001 TEL: 626.320.2815 alison.fung@aol.com 3/3/2025 BLDG. DEPT.1 5/20/2025 OWNER2 6/3/2025 BLDG. DEPT.3 7/15/2025 BLDG INSPECTOR4 PROPOSED FLOOR PLAN EXISTING WALL TO REMAIN WALL LEGEND NEW INTERIOR PARTITION PROPOSED FLOOR PLAN KEYNOTE AHJ APPROVAL STAMP NEW FROSTED GLASS PARTITION. EXISTING COLUMN TO REMAIN. NEW SCRUB SINK. 11 NEW COUNTERTOP AND CABINETRY AT TOP AND BOTTOM TO BE 34" HIGH MAX. 12 NEW KITCHEN SINK. 13 NEW REFRIGERATOR. 14 NEW MOP SINK. 15 NEW UPPER CABINET ALONG DASH-LINE. 16 NEW SIGNAGE BY OTHERS. 17 NEW ARTIFICIAL LANDSCAPE PLANTER. 18 NEW DECORATIVE NICHE FOR DECORATION. 19 NEW COUNTERTOP TO BE 28"-34" HIGH. 20 EXISTING WINDOW TO REMAIN. 21 NEW EMERGENCY SUBPANEL, SEE ELECTRICAL DWG. FOR INFO. 22 PROVIDE CABINET DOOR WITH LOUVER. SEE STRUCT. PLANS FOR INFO. NEW DEMISING WALL BETWEEN 2 UNITS. SEE DETAIL 15/A-4.0 FOR INFO. 4 SCALE: 1/2"=1'-0" COUNTER SECTION A-1.1 2 4 D: \ R U B Y \ 2 0 1 7 - 2 0 2 2 A R C H I V E \ 2 4 0 6 0 4 - S A T I ( M e d i c a l O f f i c e ) \ A - 1 . 1 _ P R O P O S E D F L O O R P L A N . d w g , 7 / 1 6 / 2 0 2 5 8 : 3 9 : 4 2 A M , A R C H f u l l b l e e d D ( 2 4 . 0 0 x 3 6 . 0 0 I n c h e s ) CR CR CR F.E.C. F. E . C . F.E.C. CR CR F.E.C. R CONSULT 147 CONSULT 148 CONSULT 149 WAITING 100 RECEPTION 101 COPY/PRINT 103 UNISEX RR 146 UNISEX RR 145 UNISEX RR 100A PANTRY 144A STAFF BREAK 144 PHONE 143 OFFICE 104 OFFICE 105 CONFERENCE 106 OFFICE 107 OFFICE 108 OFFICE 117 OFFICE 118 OFFICE 1 19 OFFICE 120 OFFICE 115 STORAGE 109 IT/SERVER 110 OFFICE 114 OFFICE 113 OFFICE 142 OFFICE 141 OFFICE 140 OFFICE 139 OFFICE 138 OFFICE 137 OFFICE 136 OFFICE 157 CONSULT 151 STORAGE 150D OFFICE 152 OFFICE 156 OFFICE 155 TELEHEALTH 154 TELEHEALTH 153 OFFICE 112 STORAGE 111 OFFICE 131 OFFICE 130 OFFICE 129 OFFICE 128 OFFICE 127 OFFICE 126 OFFICE 125 OFFICE 123 TRAINING 116 OFFICE 124 OFFICE 121 OFFICE 122 OPEN OFFICE 150 OFFICE 135 OFFICE 134 OFFICE 132 OFFICE 133 CHECK OUT 102 HALLWAY 158 HALLWAY 159 HALLWAY 160 HALLWAY 161 HALLWAY 162 HALLWAY 163 HALLWAY 164 BREAK AREA (B) 455 S.F. / 15.00 SF 31 OCCUPANTS PHONE ROOM (B) 41 S.F. / 150.00 SF 1 OCCUPANTS OFFICE (B) 10,959 S.F. / 150.00 SF 74 OCCUPANTS STORAGE (B) 78 S.F. / 300.00 SF 1 OCCUPANTS WAITING (B) 541 S.F. / 15.00 SF 37 OCCUPANTS STORAGE (B) 178 S.F. / 300.00 SF 1 OCCUPANTS CONFERENCE (B) 246 S.F. / 15.00 SF 17 OCCUPANTS STORAGE (B) 177 S.F. / 300.00 SF 1 OCCUPANTS STORAGE (B) 1 17 S.F. / 300.00 SF 1 OCCUPANTS STORAGE (B) 62 S.F. / 300.00 SF 1 OCCUPANTS CONFERENCE (B) 552 S.F. / 15.00 SF 37 OCCUPANTS 15' COMMON PATH OF TRAVEL 101 101 102 108 104 106 107 109 TYP. 1 10 1 12 1 18 13 7 ' M A X . T R A V E L D I S T A N C E 20' COMMON PATH OF TRAVEL SUITE 100 EXI T W I D T H 72" EXIT WIDTH 72" EXI T W I D T H 72" 1 1 1 113137 1 31 1 43 ' C . P . E . T . 32 32 131 80 ' M A X . T R A V E L D I S T A N C E 1 90 ' M A X . T R A V E L D I S T A N C E 1 1 37 37 61 1 1 17 1 1 40 21 19 1 1 1 1 4 1 98' MAX. TRAVEL DISTANCE 52' C.P.E.T. 1 1 45 3 1 1 1 1 1 42 2 1 1 1 1 4 8 4 2 9 1 1 1 1 37 1 1 1 1 1 1 3 50 64 52 1 16 1 1 2 61 54 1 3 1 4 61 62 94 49 20' C.P.E.T. EX I T W I D T H 86 " N.I.C. SUITE 120 N.I.C. SUITE 110 LOBBY 101 251 S.F. IT CLOSET 17 OCC. ALL-GENDER 105 66 S.F. ADMIN. 102 369 S.F. 3 OCC. OPEN EXAM AREA 106 378 S.F. 3 OCC. KITCHEN 103 103 S.F. 1 OCC. EXAM RM. 111 92 S.F. 1 OCC. EXAM RM. 112 93 S.F. 1 OCC. OPEN OFFICE 110 60 S.F. 1 OCC. CONSULT. 116 102 S.F. 1 OCC. CONSULT. 117 112 S.F. 1 OCC. CONSULT. 118 112 S.F. 1 OCC. EXAM RM. 115 91 S.F. 1 OCC. EXAM RM. 115 91 S.F. 1 OCC. CONSULT. 113 127 S.F. 1 OCC. DOCTOR'S OFFICE 104 329 S.F. 3 OCC. STORAGE 108 88 S.F. 1 OCC. OFFICE 107 119 S.F. 1 OCC. OPEN OFFICE 101 934 S.F. 7 OCC. OFFICE 102 217 S.F. 2 OCC. OFFICE 103 200 S.F. 2 OCC. OFFICE 104 208 S.F. 2 OCC. STOR. ALL-GENDER 105 92 S.F. OFFICE 107 510 S.F. 4 OCC. OFFICE 108 233 S.F. 2 OCC.OFFICE 109 242 S.F. 2 OCC. UP STOR. MAX I M U M D I A G O N A L : 1 0 0 ' - 2 " DI S T A N C E B E T W E E N 2 E X I T S : 1 4 5 ' - 4 " PATH OF EGRESS TRAVEL: 71'-9" EXIT 3'-6" PA T H O F E G R E S S T R A V E L : 5 9 ' - 0 " COMMON PATH OF TRAVEL: 27'-10" EXIT EXIT EX I T EX I T EXI T PATH OF EGRESS TRAVEL: 67'-3" PA T H O F E G R E S S T R A V E L : 6 9 ' - 7 " CO M M O N P A T H O F T R A V E L : 2 9 ' - 6 " COMMON PATH OF TRAVEL: 26'-6" 72" 72" 42" 3' - 0 " 6' - 0 " 36 " 6'-0" MA X I M U M D I A G O N A L : 8 7 ' - 7 " DI S T A N C E B E T W E E N 2 E X I T S : 1 9 0 ' - 4 " COM M O N P A T H O F T R A V E L : 3 1 ' - 1 0 " 16 OCC. 11 OCC. 11 OCC. 27 OCCUPANTS @ EXIT 11 OCC. 6 OCC. 23 OCC. PATH OF EGR E S S T R A V E L : 8 6 ' - 9 " PA T H O F E G R E S S T R A V E L : 9 3 ' - 1 " MAXI M U M D I A G O N A L : 2 0 6 ' - 1 1 " DIST A N C E B E T W E E N 2 E X I T S : 1 3 0 ' - 7 " D: \ R U B Y \ 2 0 1 7 - 2 0 2 2 A R C H I V E \ 2 4 0 6 0 4 - S A T I ( M e d i c a l O f f i c e ) \ A - 1 . 3 _ E G R E S S P L A N . d w g , 7 / 1 6 / 2 0 2 5 8 : 5 3 : 3 4 A M , A R C H D ( 2 4 . 0 0 x 3 6 . 0 0 I n c h e s ) (E) C.H. +9'-0" C LIGHT W/ 90-MINUTE BACK-UP BALLAST 2' - 0 " 3'-4"9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) T-BAR CEILING (E) 9'-0" (E) DRY WALL SOFFIT (E) 9'-0" (N) DRY WALL CEILING (N) 10'-0" (E) T-BAR CEILING (E) 9'-0"(N) DRY WALL SOFFIT (N) 8'-0" X-RAY SHIELD 13 ' - 1 1 " A-2.0SCALE: 1/4"=1'-0" PROPOSED REFLECTED CEILING PLAN A-2.0 1 NORTH scale: cad file: TENANT IMPROVEMENT page description: job number: seal/signature: sheet no.: revision date & description:no. project: 2500 RED HILL AVE. SUITE# 110 SANTA ANA, CA 92705 VITAL VEIN & VASCULAR MEDICAL OFFICE COPYRIGHT C 2024 BY RUBY CONSULTING PARTNERS, LLC ALL RIGHTS RESERVED. ruby consulting partners, llc 1281 Meadowbrook Road Altadena, CA 91001 TEL: 626.320.2815 alison.fung@aol.com 3/3/2025 BLDG. DEPT.1 5/20/2025 OWNER2 6/3/2025 BLDG. DEPT.3 7/15/2025 BLDG INSPECTOR4 PROPOSED REFLECTED AHJ APPROVAL STAMP CEILING PLAN BATHROOM VENT TO OUTSIDE CAPABLE OF PROVIDING FIVE AIR CHANGES PER HOUR, 50 CFM, AND EXHAUSTING DIRECTLY TO THE OUTSIDE W/ LIGHT-ACTIVATED SENSOR. 1 (E) SYMBOL DESCRIPTION QTY.MFR. & CAT. NO.LAMPS X WATTS REMARKS LIGHTING FIXTURE SCHEDULE EXIT LIGHT EMERGENCY LIGHT W/ BATTERY BACK-UP ISOLITE: LPDC-EM-R-S-BB-UN COOPER/SURE-LIGHTS: CU-1-B 2 W INPUT POWER 29-121,30 PAR BATTERY BACK-UP MANDATORY BATTERY BACK-UP MANDATORY 14 (N) XX (N) 4" COMPACT FLUORESCENT RECESSED LIGHT LETTER A B EXISTING/NEW TO MATCH LED LIGHTING FIXTURE 2X4, 120V WITH ONE ELECTRONIC BALLASTS AND T-8 LAMPS LIGHT-SWITCH ACTIVATED C DECORATIVE LED PENDANT 1 (N) LED LIGHTING FIXTURE 2X2, 120V WITH ONE ELECTRONIC BALLASTS AND T-4 LAMPS EXISTING/NEW TO MATCH EXISTING/NEW TO MATCH EXISTING/NEW TO MATCH 39 (N) D LED COVE LIGHTING 6 (N)OWNER TO SELECT OWNER TO SELECT 9 (N) E 13 (N) OWNER TO SELECT OWNER TO SELECT EXISTING/NEW TO MATCH EXISTING/NEW TO MATCH A/C SUPPLY DIFFUSER 31 (N)SEE MECHANICAL PLAN 2 D: \ R U B Y \ 2 0 1 7 - 2 0 2 2 A R C H I V E \ 2 4 0 6 0 4 - S A T I ( M e d i c a l O f f i c e ) \ A - 2 . 0 _ R E F L E C T E D C E I L I N G P L A N . d w g , 7 / 1 6 / 2 0 2 5 8 : 5 2 : 4 9 A M , A R C H f u l l b l e e d D ( 2 4 . 0 0 x 3 6 . 0 0 I n c h e s ) SCALE 1/4" = 1'-0" TENANT IMPROVEMENT PLAN do not scale plan S-1 1/4" = 1'-0" FR E E Z E R C E I L I N G S U P P O R T P L A N 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : Sep. 25, 2024 2024-0192e - 25 0 0 R E D H I L L A V E . SA N T A A N A , C A . Jan. 13, 2025 March 2, 2025 June 23, 2025 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 SD-1 N.T.S. ST R U C T U R A L D E T A I L S 21 1 2 1 E . S n o w C r e e k D r . , W a l n u t , C A 9 1 7 8 9 e- m a i l : d a n t a n c o r p @ h o t m a i l . c o m DA N T A N C O R P O R A T I O N Of Sheets Sheet: Job: Drawn: Scale: Date: Revison Jo b A d d r e s s : Sh e e t C o n t e n t : Sep. 25, 2024 2024-0192e - 25 0 0 R E D H I L L A V E . SA N T A A N A , C A . Jan. 13, 2025 March 2, 2025 June 23, 2025 By ST R U C T U R A L E N G I N E E R I N G & C O N S U L T A N T Te l : ( 6 2 6 ) 3 2 9 - 1 1 4 1 CITY OF Sdg JI 4 Approved Latsra! Support of Compression Flange Lateral Support of Cession Range, of Compnatsion flange Ssctlmt, . ! unsupported Midan U Midspan U AVID: Nidspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joistspa pa i canter '� Joist Spacing [n) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 MS'125-18 33 7' 3" 6' 7" 5' 10" 8' 6" 1' 8" 6' 7" 6' 5" 5' 10' 5' 1" 7' 4" 6' 7" 519. 5.0. 6' 6" 5' 11" 5' 2" 162SI25-27 33 8' 7' T 11" T 1' 9' 8" 8' 10' 7' 8" 7' 8' 7' 1" 6' 3" 8' 6" 7' 8" 6' 8' 6' 1" 5' 6' 4' 9- 162SI25-30 33 910. 8' 3" 7' 4" 10' 0' 9' 1" T 11" 810. 7' 4" 6' 7" 8' 9' 7' 11" 6' 11' 6' 5' S' 10" 5' 0' 6' 9" 6' 1" 5' 4" 1625125-33 33 916, 8' 8' 7' 8" 10' 4' 9' 5" 8' 2" 8' 4" 7' 8" 6' 10" 9' 0' 8' 2" 7' 2" 6' 8" 6-1- 5' 4" 7' 0" 6' 4" 5' 6" 1625137-27 33 9' 11" 9' 2" 8' 0" 10' 1" 9' 2" 810. 8' 10" 810, TO" 8' 10" 8' 0" 7' 0' 6' 10" 6' 2" 5' 5' 6' 10" 6' 2" 5' S" 1625137-30 33 10' 4' 9' 6" 8' 3" 10' S" 9' 6" 8' 3" 911. 8' 3" 7' 3" 9' 1' 8' 3" 7' 3" 7' 0" 6' 5" 5' 7" 7' 0" 6' S" 517. 1625137-33 33 1019, 9' 9" 8' 7" 1019, 919, 8' 7" 9.5. 8' 7" 7' 6" 9.5. 8' 7" 7' 6" 7' 3" 6' 7' 5' 9' 7' 3" 6' 7" 5' 9" 250SI25-18 33 815, TV 6' 11" 11' 7" 10' 6" 9' 1" 7' 6" 6' 11" 6' 2' 10' 1" 9' 1" 7' 8' 6' 0" TV 4' 10"e T 5' 6' 3"e 5' 2"e 250S125-27 33 9' 8' 8111, 810, 13' 5" 12' 2" 10' 7' 818. 810. 7' 2" 11' 8" 10' 7" 9' 3" 7' 0" 6' 6' 5' 9" 9.0. 8' 2" 6' 10" 250S125-30 33 10' 1" 9' 3' 8' 3' 13' 10" 12' 7" 10' 11' 9' 0" 8' 3' 7' S" 12' 1" 10' 11" 9' 7' 7' 3" 6' 8" 6' 0' 9' 4" 8.5. T 3" 250S125-33 33 10' 6" 9' 8" 8' 7' 14' 3" 13' 0" 11' 4" 9' 4" 8' 7" 7' 8" 12' 6" 11' 4" 9' 11" 7' 6" 6' 11" 6' 2" 9' 7" 8' 9" 7' 7" 250S125.43 33 11' 9" 10' 10" 9' 7" 156" 14' 1" 12' 4" 10' S" 9' 7" 816. 13' 7" 12' 4" 10' 9" 8' 4" 7' 8' 6' 10" 10' 6" 9' 6" 8' 4" 25OS137-27 33 ITT 10' 2" 9' 2" 14' 0" 12' 9" 11' 1" 9' 10" 9' 2" 8' 2" 12' 3" 11' 1" 9' 9" 8' 0" 7' 5" 6.8. 9' 6" 8' 7" 716. 250SI37-30 33 11' S' 10' 6' 9' S" 14' 5" 13' 2" 11' 6" 10' 2" 9' S" 8' S" 12' 8" 11' 6" 10' 0" 8' 3" 7' 8' 6' 10" 9' 9" 8' 10' 7' 9" 25OS137-33 33 11' 10" 10' 11" 9' 9" 14' 11" 13' 7" 11' 10" 10' 7" 9' 9" 819. 13' 1' 11' 10' 10' 4" 8' 7" T 11" T 1" 10' 1" 9' 2" 8' 0" 250SI3743 33 13' 3' 12' 2" 10' 10" 16' 3" 14' 9" 12' 11' 11' 9" 10' 10" 9' 7" 14' 2" 12' 11" 11' 3' 915. 8' S" 7' 9" 10' 11" 9' 11" 818.1 25OS162-33 33 13' 6" 12' S" 11' 2" 15' 8" 14' 3" 12' S" 12' 1' 11' 2" 10' 0" ITS' 12' S" 10' 10" 9' 10' 9' 1' 8' 1" 10' 7" 9' 7" 815. 250SI62-43 33 16 0" 13' 9" 12' 3' 17' 1" ITS' 13' 6' 13' 4" 12' 3" 10' 11" 14' 11" ITS" 11' 10" 10' 9' 9' 11" 8' 10' 11' 6" 10' S" 9' 2" 350S125-18 33 9' 2" 8' 6" 7' 6" 12' 6' 11' 5" 9' 11" 8' 3" 7' 6' 6' 8" 11' 0" 9' 11" 8' 5"e 6' 6" 5' 11'e 5' 3"e 8' 2"e 7' 2"e 6' 0'e 350SI25-27 33 10' 7" 9' 9" 8' 9' 14' 11" ITS' 12' 3" TV 8.9. 7' 9" 13' 4" 12' 3" 10' 7" 7' 7" 7' 1" 6' 4" 10' 4" 9' 3" 7' 9" 350S125-30 33 10' 11' 10' 1" 910. 15' S" 14' 2" 12' 9' 919. 9.0. 8.1. 13' 9" 12' 9" 11' 2" T 11" 7' 3" 6' 6" 10' 11" 9' 9" 8' 3" 35OS125-33 33 11' 4" 10' S" 9' 4- 16' 0" 14' 9" 13' 2' 10' 1" 9' 4" 8' 4" 14' 3" 13' 2" 11' 9" 8' 2" 7' 7' 6' 9- 11' 5' 10' 4" 8' 10" 350S125-43 33 12' 7" 11' 7" 10' 4" 17' 7' 16' 3" 14' 6' 11' 2" 10' 4" 9' 2" 16 8" 14' 6" 12' 11' 9' 0" 8' 3" 7' S" 12' 7" 11' 6' 10' 1" 350S137-27 33 11' 11' 11' 0" 9' 11' 11' 0' 15' 9" 14' 1" 10' 8" 9' 11" 8' 11" 153" 14' 1" 12' 4" 818. 811. 7' 3" 11' 11" 10' 7" 8' 11"e 35OS137-30 33 12' 4" 11' S" 10' 3' 17' 7" 16' 3" 14' 7" 11' 0" 10' 3" 9' 2' 15' 9" 14' 7" 12' 10" 9' 0" 8' 4" TV 12' 6" 11' 3" 9' 6' 35OS137-33 33 12' 9" 11' 10" 10' 7' 18' 2' 16' 9" 161" 11' 5" 10' 7" 9' 6' 16' 3" 15' 1" 13' 4" 9' 3' 8' 7' 7' 8" 13' 0" 11' 9' 10' 0" 350S 137-43 33 14' 2" 13' 0" 11' 7" 19' 10" 18' 4" 16S" 12' 7' 11' 7" 10' 4' 17' 9" 16' 5" 14' 7" 10' 2" 9' 4' 8' S" 14' 2" 12' 11' 11' 3" 350SI62-33 33 14' 6" 13' 5" 12' 1" 20' 3" 18' S" 16' 1" 13' 0" 12' 1" 10' 10" 17' 9" 16' 1" 14' 1" 10' 7' 9' 10" 8' 10' 13' 8" 12' 5" 10' 10" 35OS162-43 33 16' 0' 14' 9" 13' 2' 22' 1" 20' 0" 17'6" 14' 3" 13' 2" 11' 9" 19' 3" 17' 6" 15' 3" 11' 6' 10' 8" 9' 7" 14' 11" 13' 6" 11' 10" 3628125-18 33 9.3. 8' 7" 7' 7' 12' 8" 11' 7" 10' 0" 8' 4" 7' 7" 6' 9" 11' 1" 10' 0" 8' 6"e 6' 7" 6' 0"e 5' 4"e 8' 3"e 7' 4'e 6' 1'e 3 33 10' 8" 9' 10" 8' 10" 16 0" 13' 11" 12' 4" 9' 6" 8' 10' T 10' 13' 5" 12' 4" 10' 9" 7' 8" TV 6' S" 10' S" 9' 4" T 11" 625125-30 33 11' 0" 10' 2' 9' 1" 15' 6" 14' 4" 12' 10" 9' 10" 911. 8' 2" 13' 11' 12' 10' 11' 4" 8' 0" 7' 4" 6' 7" it' 0" 9' 11" 8' S" 5- 33 11' 5' 10171 9' 5" 16' 2" 14' 10' 13' 3" 10' 3' 9' S" 8' S" 14' 5" 13' 3" 11' 10" 8' 3" 7' 8" 6' 10" 11' 7' 10' 6' 9' 0" 3625125-43 33 12' 8" 11' 8" 10' 5" 17' 9" 16' S' 14' 8" 11' 3" 10' S' 9' 3' 15' 10" 14' 8' 13' 0" 911. 8' 4" 7' 6" 12' 9" 11' 8" 10' 2' 3625137-27 33 12' 0" 11' 2" 10' 0" 17' 2" 15' 11" 14' 3" 10' 10" 10' 0" 9' 0" 16 S" 14' 3" 12' 6" 8' 9" 8' 2' 7' 4" 12' 1" 10' 9' 9' 1"e 3625137-30 33 12' S' 11' 6" 10' 4' 17' 8" 16' 5" 14' 8" 11' 2" 10' 4" 9' 3" 15' 10" 14' 8," 13' 0" 9.1. 8' S" 7' 6" 12' 8" 11' 5" 918. 362SI37-33 33 12' 11" 11' 11" 10' 8" 18' 4' 16' 11" 15' 2" 11' 6" 10' 8' 9' 7" 16' 5" 162. 13' 6" 9' 4" 818. T 9" 13' 2" 11' 11' 10' 2" 362SI37-43 33 14' 3" 13' 2" 11' 8' 20' 0' 18' 6" 16' 7" ITS' 11' 8" 10' S" 17' 11" 16' 7" 14' 9" 10' 3" 9' S" 8' 6" 14'6" 13' 2" 11' 5" 362SI62-33 33 14' 8' 13' 7" 12' 2' 20' 10" 18' 11" 16' 6" ITT 12' 2" 10' 11" 18' 2" 16' 6" 14' 5" 10' 8' 9' 11" 8' 11" 14' 1" 12' 9" 11' 2" 362SI62-43 33 16' 2" 14' 11' 13' 4' 22' 8" 20' 7' 18' 0" 14' S" 13' 4" 11' 11" 19' 10" 18' 0" 15' 9" 11' 8" 10' 9" 9' 8" 15' 4" 13' 11" 12' 2" 40OS125-18 33 9' 6'e 8' 9"e 7' 10"e 13' 0"e 11' 11 "e 10' 5"e 8' 6"e 7' 10"e 6' 11 "e 11' 6"e 10' 5"e 8' 11'e 69"e 6' 2"e 5' 6"e 8' 7"e 7' 8"e 6' S"e 4008125-27 33 10' 11" 10' 1" 9' 1" 15' S' 14' 3" 12' 9" 919. 911. 8' 1" 13' 10" 12' 9" 11' 2" 7' 11' 7' 4' 6' 7" 10' 10" 9' 9" 8' 3" 400SI25-30 33 11' 4' 10' 5" 9' 4" 160" 14' 9" 13' 2" 10' 1" 9' 4" 8' 4" 14' 3" 13' 2" 11' 9" 8' 2" 7' 7" 6' 9" 11' 5" 10' 4" 8' 9" 400SI25-33 33 1119, 10' 10" 9' 8" 16' 7" 15' 3" 13' 8" 10' 6" 9' 8" 8' 8" 14' 9" 13' 8' 12' 2" 8' 6" T 10' TO' 11' 11" 10' 11" 9' 4" 40OS125-43 33 13' 0" 12' 0' 10' 8' 18' 3" 16' 10" 16 0' 11' 7" 10' 8" 9' 6" 16' 3' 15' 0" 13' 5" 9' 4" 8' 7' 7' 8" 13' 1" 12' 0' 10' 7" 400SI37-27 33 12' 4" 11' S" 10' 3" 17' 7' 16' 4" 14' 8' 11' 1' 10' 3" 9' 2" 1510' 14' 8" 13' 0" 910. 8' 4" 7' 6" 12' 7" 11' 3" 9' 6"e 400SI37-30 33 12' 9' 11' 10" 10' 7" 18' 2" 16' 10" 15' 1" 11' 5" 10' 7" 9' 6" 16' 4" 15' 1" 13' 5" 9' 3" 8' 7' T 9" 1T 1" 11' 10" 10' 1" 40OS137-33 33 13' 3' 12' 3" 10' 11" 18' 9" 17' 4' 15' 7" 11' 10" 10' 11" 9' 10" 16' 10" 15' 7" 13-11. 9.7. 8' 11" 810, 13' 7" 12' 4" 10' 8" 40OS137-43 33 14' 7" 13' 6" 12' 0" 20' 7" 19' 0" 17' 0" 13' 0" 12' 0' 10' 9" 18' 4" 17' 0" 15' 2" 10' 6" 918, 8' 8" 14' 10" 13' 7' 11' 10" 400SI62-33 33 16 0" 13' 11" 12' 6" 21' S" 19' 10" 17' 9" 13' 6- 12' 6" 11' 2" 19' 3' 17' 9" 15' 7" 10' 11" 10' 2" 9' 1" 15' 2" 13' 9" 11' 9' 400SI52-43 33 16' 7" 15 3" 138" 23' 4" 21' 7" 19' 4' 14' 9" 13' 8' 12' 2" 20' 11" 19' 4" 16' 11" 11' 11" 11' 0" 9' 11" 16' 6" 16 0" 13' 1" 600SI25-27 33 12' S"e 11' 6"e 10' 4"e 17' 11"e 16' 6"e 14' 9"e 11' 2"e 10' 4"e 9' 4"e 16' 0'e 14' 9'e 13' 2'e 9' 2"e 8' 6'e 7' 7'e 12' 11"e 11' 10'e 10' 4"e 600SI25-30 33 12' 9' 11' 10" 10' 8" 18' 5" 17' 1' 15' 3" 11' 6" 10' 8" 9' 7" 167" 15' 3" 13' 8" 9' 5" 8' 9' 7' 10" 13' 4" 12' 4" 10' 11 "e 600SI25-33 33 13' 2' 12' 3" 11' 0' 18' 11' 17' 7" 15' 10' 11' 10' 11' 0" 9' 10" 17' 0' 15' 10' 14' 2" 9' 8" 8' 11" 8' 1" 13' 10" 12' 9" 11' S" 600SI25-43 33 14' 6' 13' 4' 11' 11' 20' 6" 19' 0' 17' 0' 12' 11' 11' 11" 10' 8" 18' 4' 17' 0" 15' 3" 10' S" 9' 8' 8' 8" 15' 0" 13' 11" 12' 6" 6005137-27 33 14' 0"e 13' 0'e 11' 9"e 20' 2'e 18' 8"e 16' 9"e 12' 7"e 11' 9"e 10' 6"e 18' 1"e 16' 9'e 15' 0"e 10' 4"e 9' 7"e 8' 7"e 14' 8"e 13' 7"e 11' 10"e 60OS137-30 33 14' 5" 13' 4" 12' 0" 20' 10" 19' 3" 17' 3" 13' 0" 12' 0" 10' 10" 18' 8" 17' 3" 15' 6" 10' 7" 9' 10" 8' 10" 15' 2" 14' 0" 12' S"e 6005137-33 33 14' 11" 13' 9" 12' S" 21' S" 19' 10' 17' 10" 13' 4" 12' S' 11' 2" 19' 3" 17' 10' 16' 0" 10' 11' 10' 2' 9' 2" 15' 8" 14' 6" 12' 11 "e 600SI37-43 33 16' 3" 16 0" 13' 5" 23' 1" 21' 5" 19' 3" 14' 6' 13' 5' 12' 0" 20' 9" 19' 3" 17' 4" 11' 9" 10' 11" 9' 10' 16' 11" 16 9' 14' 2' 600S162-33 33 16' 11" 15' 8" 14' 1" 24' 5" 22' 8" 20' S" 15' 2" 14' 1' 12' 8" 22' 0" 20' S" 18' 5" 12' S" 11' 7" 10' S" 18' 0" 168" 14' 9"e 60OS162-43 33 18' 5- 70" 15' 3" 1 26' 4" 24' 4" 21' 11' 16' 6' 16 3' _ 13' 8" 23' 8" 21' 11' 19' 9" 13' S" 12' 5" 11' 2' 19' 4" 17' 11" 16' 0" *Loads that exceed 10 psf limit require an approved CP60 coating. e' web stiffeners required at ends. See Table Notes and figures on page 61. 1 AC LEASED OVERALL FLOOR PLAN 1/16"=1'-0"WORK AREA ITEM MECHANICAL EQUIPMENT SCHEDULE RE F REVISIONS J S E N G I N E E R I N G , I N C . STAMP M1 25 0 0 R E D H I L L A V E . S U I T E # 1 1 0 S A N T A A N A , C A . 9 2 7 0 5 TE N A N T I M P R O V E M E N T - O F F I C E ***Mechanical changes did not require formal plan check review. -AZ***